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DRAWINGSCU 0 N T !L 0 c 0 U) ,n Q c 0 U 0 cu m CC) r� cs� 0 Lo Cu T M a a� 01 v- z 1 m a z / r= / Lo M �r v m / 0 Cu .0 O Q O En 0 / Q) W CLX / D1 C N cn c co v O 0 / C-3 TOTAL ROOF AREA: 2194. 5F SCREEN V -E TNG REQWRED 6 15F/150 5F OF ROOF 141 5F II CONT_ VENT e "To% 1210 LF 5UILDER OF'TfON: (21) 6044" VENT SCREENS ® -to% EQUALLY SPACED AROUND PEIV 1EiER OF ROOF iii1LL PRONADE 1MCWRED iWCF VYENTNG O 3000 MAX/ C (TYP.) ENG. AND APPROVED WOOD TRUSS'S SEE TVP.. WALL SECTRION .FDR .ACTUAL .HEEL. AND OVERHANG CONDITIONS SEE 'TRUSS ANCHOR SCHEDULE' & 'FRAMING PLAN" FOR CONNECTORS - _ 9'-4ss AFF AIK17 (2) 8"x8" CONC. BOND -BEAM W1 (2) 15 CONT. GROUT SOLID W/ CONC. 8" CMU WALL TRIPLE GALVANIZE ONZ-MAX BOND .�►ARE rom - c6"*_0ALL coAT c,�. cR Ev.D -d 1'-10" 3'-4" 2'-9" 3'-10" 1'= i" NTJNUOUS THR' T NONE READ. (SEE TYPICAL WALL SECTION) 88-1 ABOVE NONE REQD. GROUT SOLJD NMI VDACREJE McCARRON / ASSOC., Inc. OD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 NONE READ. REINFORCING =rp/Sf & 561-997-0579 561-997-2438 (fax) 561-350-4364 mccarronassoc@att.net - www.mccarronine.com CONNECTIONNO. C 10d E T. CAP_ (TO TRUSS) REMARKS MARK SIZE p TOP MID BTM MARK TYPE IDENTIFICATION 'S IL DEPTH PERPII" PARALLEL (13390) 88-1 8x16 115 — 115 CONIC. FILLED BLOCK ( ( 1 WP -4P OYER TOP CHORD O CONC. IMPSON I-ETAL20 1 12 4" 415 lbs. 1100 lbs. 1500 lbs. W> NAIL(S) OVER CHORD L-1 W • • • 1MPSON 14ETAL2 1 12 4" 445 lbs, fi100 fibs. SM Ibs. `tl3RAf' OVER TOP CHORD L-2 Sxts 1 L5 - 115 O GONG. SIMPSON i -ETA 12 1 1 4" 340 ibs. 725 tbs. 1260; Ibs. W/ NAIL($) OVER CHORD j f Q I (1) "50 VERT. IN 3000 P'a CONIC. FILLED BLOCK WRAP OVER TOP CHORD f 4 O CONC. SiMPSON WETA 12 1 1 4" 340 lbs, 125 lbs. 1260 lbs. W/ NAIL(S) OvER CHORD ERQQWM ! A ��Q S <?> W11P 10 OVER TOP CHORD TO IIIOOD SIMPSON # ITS 46 1 � 1260 dbs. ,W/ tom'-y1L{5) OVER C1#D� . L f+lL/ O ALL ROOPS, TO $E ZONE 3 O(2) m i I `n ' cq j Tura 3/4"0x5" ALL-T1-IRi=AD ROD _W O CONC. SIMPSON HOxT-2 1 1 i6 115OND W/ SIMPSON EPDXY-TIE 10980° Ibs FOR (2) MEMBER GIRDER WITH 8d RING -SWANKED CALM. NAILS -a 1o" O.C. 1N F O CONC. SIMPSON HD-1 i �, L64M.JJ. i=471.LOW MANiP_ SPECS FiELD 4 4" O.G. ON EDCxES NOTE- ontractor aubstltue VWW44fa� ;or section �s �srrrasir��q n that uplift requtrements are met. Truss company engineering values supercede the values given on these plans. NOTE: ALL E{PLIPT3 MMER 040 lb* UNA USE ANCHOR "C" AS TYPICAL. .ROOF FRAMING FLAN SCALE: 1/4" = 1'-0" U1 SCHEDULE 13 HOOPS /j/f E A OR STIRRUPS REMARKS 1'-10" 3'-4" 2'-9" 3'-10" 1'= i" NTJNUOUS THR' T NONE READ. (SEE TYPICAL WALL SECTION) 88-1 ABOVE NONE REQD. GROUT SOLJD NMI VDACREJE McCARRON / ASSOC., Inc. OD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 NONE READ. 8 F 16 — 1T / 1B FT.Ur"M ","GN DATA. 204 F -5-C, ASCD 1-10 WIND SPEED: V ULT=110 MPH (3 SEC. WST) WIND IMPORTANCE FACTOR: 1.0, 5LDG. CAT.: Ii WIND 1=XPOSufI s: C BUILDING DESII24- ENCLOSED INTERNAL PRES&AE COQ- +I- 0.18 TRUSS BC.L.L. -- 10 pd/psf MASONRY WAU NOTES f1n= 1500 pal 1. WALL WC41ENTS SHALL BE RZEINI'OR.CED WITH s GA. CsALYANiZE LATERAL REINFORCEMENT 0 16" O/C HORIZONTAL... EXTEND REiNFORCIW3 8" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. PLACE CELLS ADJACENT TO ANY EXTERIOR WALL OPENING. W/ REINFORCiNG AS CALLED FOR. GROUT CELL FULL 1 -EIGHT. 3, PLACE. CELLS AT.A_L.GOl;3, � 4. ALL MASONRY REiI�ORCED CEFLLS SHALL BE PILLED WiTH 3000 P6I CSROUT MIX. 5. DOVETAIL WALL ANCHORS ARE NOT ACCEPTABLE. h, iiiillr iff4p L11 a n fl q..q f 5� SCALE: 1/411 = 11—,V" STUCCO C.B:S. (<iROUT ALL JAMBS SOLID) 1x4 PT_ 4 ATTACHED W/ 3/16 "x2 1/4" TAPCONS e 12" O.C. THRU WINDOW, BWCK/BLK. BUCK IS 2 1/2" iN FROM EXT_ FACE OF CONIC. BLOCK / 1/2" DRYWALL 1x4 PT -SCAT --E: D STUCCO — C.B.S. (GROUT ALL JAMBS SOLiD) 1 5/8" BRICK MOULDiNG P.T. 2x6 BUCK W/ (6) 1/4"x3 1/2" TAPCONS .a 12" .00. RABIT TYPE JAMB ATTACH EACH SIDE W/ (6) Sd NAILS OR (6) 2 1/2" APPROVED SCREWS :.. ,► (DOOR T -G NUFACTURER'S ATTACHMENT SPECIFICATIONS TO TAKE PRECEDENCE OVER ABOVE NOTE.) -- CASINGS \ 1xM4 PDST y���,(� **(*(//(/,�I.I'1��I�,�A�,�;� DOM •■ t _[� eTAIL 1/211 R 3 dArALL SCALE: NOTE: GARACxE DOOR OPENING TO RECEIVE 2x6 SIDE (ONLY) BUCKS TO SE NAILED W/ 1/4110x3 1/2" TAPCONS a 12" O.C. d EA. END OR 3/8110x5" WEDO�E ANCHORS e 16" O.G. # EA. END NOTE: WIRE LATH STAPLES -TO 1.3E 1"A 1/2'". ROOF TIN- I'AGS TO BE 1"A" (SPACING AS PER CODE OR PER MANUFACTURER'S PROTOCOL. NOTE: 40/20, 19/32" EXP. I ROOF 4 WALL SHEATHiNG TO BE NAILED W/ Sd NAILS 4" O.G. * PANEL EDGES 8 6" O.C. iN "FIELD. (IN ALL ZONES) /j/f E A FOUND, & FRAMING PLANS 3'-10" 4'-l" 1'-10" 3'-4" 2'-9" 3'-10" 1'= i" 3'-0" 3'-4" 3'-i" x✓'=2"_ 4'-1" No.43205 s job #: 1�C436 1 McCARRON / ASSOC., Inc. OD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 • • w w =rp/Sf & 561-997-0579 561-997-2438 (fax) 561-350-4364 mccarronassoc@att.net - www.mccarronine.com 3 — ® j (i) S4, VERT. W 3000 psi f • ' { ! , CONIC. FILLED BLOCK ( ( 1 CELL w 4'-0" O.C., ALL 0 j DR./WINDOW JAMBS 4 - IN ALL COFZNERS (TYP.) I ' — — _ — ' _ ! • • • • • • _.—' 1 ( • —_ 8"x8"T I� ' IM LAY —_-- f I W/ (i) x'50 ------------I - 61 T. ;ri 1i / j f Q I (1) "50 VERT. IN 3000 P'a CONIC. FILLED BLOCK f 4 11 JAAMMSSa IN C ER�i�(T f l _ _ --- m i I `n ' cq j Tura j L I � -- I • s • j 'LAVNJ� i �, li l m �I LLJL J j • _ —_ j f 5 51W D1U DW/DISP 8" x 8" TI-iIC�G ,=D �'� i �t W/ (1) +54, CON- TUS 1 — -- f f f 61 -AD ON GRADE CONSTRUCTION F — — 4" THICK 2800 Psi CONCRETE SLAB cn f WITH 6"x6" 10/10 WELDED WiFE MESH LOR 1 T-IOER-mEaHsst c04cRETE AoomvE 6. x� j ON b • — - — • iD x 18" MONOLITHIC FTCz. -MIL. VAPOR BARRIER ON CLEAN Q 1 III' (3) "4 CONT. (TYPJ 35� COMPACTED TERMITE TREATED FILL. ' ,8 0'-0" FIN1vH SL�A15 TO 5r: (MIN.) „ A a 45o� CROUN c.� Ro I ! , 18" — • i `" 31'-4" 1 3'-8" 9` -rig" Q j I j 61 I I I i I I v - _—• j f I j • -- r I I i I f -- • i " CON A/C P i (i) •3.0 VERT. iN 3000 psi w ---- CONIC. FILLED BLOCK C*4 I j CELL • 4'-0" O.C., ALL DR.AUMDOW i - JAMBS - IN ALL CORNERS tTYPJ j € I _— • I — .— —f i = 11 �9 i -- • j f • -- _ e ; - CONIC. SLAB lI ( I i 1 3/4" DRIP 3/4" SLOPE i cA 8"x6"TWT DE • • • • • • W/ (1) 450 .tiff' I i v ( cn 4'-i" i'-9" 1 3'-10" 2`-1" 3'-4" 2'-i" 3'-10" i'-9" 2'-2" 9'-0" 2'-2'11111 2r 7r 714 441-011 h, iiiillr iff4p L11 a n fl q..q f 5� SCALE: 1/411 = 11—,V" STUCCO C.B:S. (<iROUT ALL JAMBS SOLID) 1x4 PT_ 4 ATTACHED W/ 3/16 "x2 1/4" TAPCONS e 12" O.C. THRU WINDOW, BWCK/BLK. BUCK IS 2 1/2" iN FROM EXT_ FACE OF CONIC. BLOCK / 1/2" DRYWALL 1x4 PT -SCAT --E: D STUCCO — C.B.S. (GROUT ALL JAMBS SOLiD) 1 5/8" BRICK MOULDiNG P.T. 2x6 BUCK W/ (6) 1/4"x3 1/2" TAPCONS .a 12" .00. RABIT TYPE JAMB ATTACH EACH SIDE W/ (6) Sd NAILS OR (6) 2 1/2" APPROVED SCREWS :.. ,► (DOOR T -G NUFACTURER'S ATTACHMENT SPECIFICATIONS TO TAKE PRECEDENCE OVER ABOVE NOTE.) -- CASINGS \ 1xM4 PDST y���,(� **(*(//(/,�I.I'1��I�,�A�,�;� DOM •■ t _[� eTAIL 1/211 R 3 dArALL SCALE: NOTE: GARACxE DOOR OPENING TO RECEIVE 2x6 SIDE (ONLY) BUCKS TO SE NAILED W/ 1/4110x3 1/2" TAPCONS a 12" O.C. d EA. END OR 3/8110x5" WEDO�E ANCHORS e 16" O.G. # EA. END NOTE: WIRE LATH STAPLES -TO 1.3E 1"A 1/2'". ROOF TIN- I'AGS TO BE 1"A" (SPACING AS PER CODE OR PER MANUFACTURER'S PROTOCOL. NOTE: 40/20, 19/32" EXP. I ROOF 4 WALL SHEATHiNG TO BE NAILED W/ Sd NAILS 4" O.G. * PANEL EDGES 8 6" O.C. iN "FIELD. (IN ALL ZONES) -, /OF / 4 i ONAU llti.iil FOUNDATION NOTES I. .Floor .slab to be 4- thick poured concrete slab with 6" x 6" x 10/10 W.W.M. on 0.006 visqueen ( or equal } on clean well compacted Fill pre treated for termites. ("Fiber—mesh" concrete additive may be substituted for r x 6" x 10/10 woven wire mesh) 2. All reinforcing steel to be grade 60. Conc. strength shall be 2,500 P.S 1.; at 28 days J. Column and Wall Centerlines shall coincide with footing centerlines unless otherwise noted. 4. Footing design based on assumed soil bearing capacity of 2000 P.S F, contractor to verify 5. Firl placed within 5'-0'° of the construction perimeter shall consist of clean well graded sand in 12" lifts (max.) and vibratory compacted to achieve a minimum of 959 modified proctor AASHO—T180. GENERAL NOTES: Monolithic footing preparation 1. After standard cleaning and grubbing has been completed and approved, apply vibratory compactor with a minimum of four passes to the existing ground. 2. Check the density of existing ground to insure minimum density of 959 of modified proctor has been reached from top of existing ground to depth of 2'-0' below grade. 3. After existing ground reaches minimum density of 959, fill shall be placed in 8' lifts and compacted to achieve 95% modified proctor. Fill shall be dean free from deleterious materials. 4. Verification of test for modfed proctor AASHO—F18O shall be Fried with building officials. FRAMING NOTES THE TRUSS LAYOUT SHOWN ON THIS SHEET iS SCHEMATIC IN NATUREHOWEVER, THE -SUPPORTING SUPERSTRUCTVRE:HAS,_BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT: THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR GT. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES TRUSS DESIGN AND BRACING OF ROOF SYSTEM IS DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURE. THE STRUCTURAL DESIGN OF BUILDING HAS BEEN CALCULATED FOR ALL TRUSS LOADS. ALL LATERAL LOADS ARE PEPNEDICULAR 70 "PLATE TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE .DESIGN. PROVIDE 2x4 HORIZONTAL BRACING AT 20' 0/C MAK RUNNING AT ALTERNATING 45 DEGREE ANGLES TO THE 24 LATERAL BRACING PER TPI AND HIB -91 -(OMIT IF 1x3 STRIPPtiAlG -b 46"O.C. IS USED) - PROVIDE 2x4 "X -BRACING" FROM TOP AND- dU404 CHOPS GF TRUSSES AT 20' 0/C EACH WAY THROUGHOUT ROOF SEE -GABLE END DETAIL (IF APPLICABLE). ALSO REFER TO TPf AND x118-91------ - --WALL SHEATHING TO BE MIN.40/20, 19/32' EXPOSURE 1 PLYWOOD OVER 2x4 STUDS AT 16" O.C. MAX. NAILED W/ 8d N41LS AT 6' iN FIELD AND 4' AT PANEL EDGES - - - - - - - - ROOF SHEATHING TO BE MIN. 40/20, 19/J?_7_EX09SURE_I- PLYWOOD OVER ENV. TRUSSES AT 24" _D.C. MAX. N4kFD -Wi.8d .N/UL5° _ _ AT 6' IN HELD AND 4" AT PANEL EDGES Lot 4 Presbyterian Church Boynton Beach FL R-31 tYPE YFB SINGLE FAMILY RESiMNC� /j/f E A FOUND, & FRAMING PLANS plan #: 1211 -GR ,' Sheet #: No.43205 s job #: 1�C436 (561)272-5012_ (561)243-6401 fax PE 43205 EB 8340 -, /OF / 4 i ONAU llti.iil FOUNDATION NOTES I. .Floor .slab to be 4- thick poured concrete slab with 6" x 6" x 10/10 W.W.M. on 0.006 visqueen ( or equal } on clean well compacted Fill pre treated for termites. ("Fiber—mesh" concrete additive may be substituted for r x 6" x 10/10 woven wire mesh) 2. All reinforcing steel to be grade 60. Conc. strength shall be 2,500 P.S 1.; at 28 days J. Column and Wall Centerlines shall coincide with footing centerlines unless otherwise noted. 4. Footing design based on assumed soil bearing capacity of 2000 P.S F, contractor to verify 5. Firl placed within 5'-0'° of the construction perimeter shall consist of clean well graded sand in 12" lifts (max.) and vibratory compacted to achieve a minimum of 959 modified proctor AASHO—T180. GENERAL NOTES: Monolithic footing preparation 1. After standard cleaning and grubbing has been completed and approved, apply vibratory compactor with a minimum of four passes to the existing ground. 2. Check the density of existing ground to insure minimum density of 959 of modified proctor has been reached from top of existing ground to depth of 2'-0' below grade. 3. After existing ground reaches minimum density of 959, fill shall be placed in 8' lifts and compacted to achieve 95% modified proctor. Fill shall be dean free from deleterious materials. 4. Verification of test for modfed proctor AASHO—F18O shall be Fried with building officials. FRAMING NOTES THE TRUSS LAYOUT SHOWN ON THIS SHEET iS SCHEMATIC IN NATUREHOWEVER, THE -SUPPORTING SUPERSTRUCTVRE:HAS,_BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT: THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR GT. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES TRUSS DESIGN AND BRACING OF ROOF SYSTEM IS DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURE. THE STRUCTURAL DESIGN OF BUILDING HAS BEEN CALCULATED FOR ALL TRUSS LOADS. ALL LATERAL LOADS ARE PEPNEDICULAR 70 "PLATE TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE .DESIGN. PROVIDE 2x4 HORIZONTAL BRACING AT 20' 0/C MAK RUNNING AT ALTERNATING 45 DEGREE ANGLES TO THE 24 LATERAL BRACING PER TPI AND HIB -91 -(OMIT IF 1x3 STRIPPtiAlG -b 46"O.C. IS USED) - PROVIDE 2x4 "X -BRACING" FROM TOP AND- dU404 CHOPS GF TRUSSES AT 20' 0/C EACH WAY THROUGHOUT ROOF SEE -GABLE END DETAIL (IF APPLICABLE). ALSO REFER TO TPf AND x118-91------ - --WALL SHEATHING TO BE MIN.40/20, 19/32' EXPOSURE 1 PLYWOOD OVER 2x4 STUDS AT 16" O.C. MAX. NAILED W/ 8d N41LS AT 6' iN FIELD AND 4' AT PANEL EDGES - - - - - - - - ROOF SHEATHING TO BE MIN. 40/20, 19/J?_7_EX09SURE_I- PLYWOOD OVER ENV. TRUSSES AT 24" _D.C. MAX. N4kFD -Wi.8d .N/UL5° _ _ AT 6' IN HELD AND 4" AT PANEL EDGES Lot 4 Presbyterian Church Boynton Beach FL R-31 tYPE YFB SINGLE FAMILY RESiMNC� HABITAT for HUMANITY of S.P.B.C. FOUND, & FRAMING PLANS plan #: 1211 -GR AGSTEN ENGINEERING Inc. 3000 Florida Blvd. Suite Z06 Sheet #: Delray Beach, FL 33483 job #: 1�C436 (561)272-5012_ (561)243-6401 fax PE 43205 EB 8340 McCARRON / ASSOC., Inc. OD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 &te: =rp/Sf & 561-997-0579 561-997-2438 (fax) 561-350-4364 mccarronassoc@att.net - www.mccarronine.com 3 3" W.G. foLU151WIS RISER N.T.S. FRF VATE ROAD 13" CO. *SEWER i�ri ._._._._._._._._._._._._._._._._._._... i 1 1 i i N 1 I 1 � t .............. L— -----_.._---...._.._------ 1 i t i N � 1 1 � i ! � 1 1 � � t Tei•H�1.11.•ii•�•ii��}.Tri.iillrl�siP��•>•Tar.iO�Ili/. �.®��. SITE PLAN PROPERTY DESCRIPTION: SCALE: 1/8" = 1'-0" LOT 2, BLOCK 1, ATLANTIC GARDENS, DELRAY BEACH, PALM BEACH COUNTY, FLORIDA FAUX DECORATiVE WOOD $MU TEXTURED S CONC.. SLOCtG HEAVY TEXTU OVER CONC. AT "WATERTABLE 0'-0" FINI ELEVATIONS •1•��I�I�IO�L1111 SCALE: AS NOTED OVERHANG TO BE 1'-611 FROM EXTERIOR WALL COMPOSITION $MINGLES GABLES / RAKES TO BE 6" lTYPJ TEXTURED STUCCO FINISH OVER CONC. BLOCK 4 WOOD FRAME CONSTRI.1CTION 12 ZI 4 TYP. UON iTERB TUCCO OVER i�ED SiuGGOF1 BLOCK " SHSLAB A AD •• • �• i Ze 6 f •. • S•. ♦• • •• ° .• ♦.. •• •'s ♦• •. BIF ♦/ ♦• • • •� • ••� • • .• • • f .�� •` plan #: 12'1'i -C 2 LLU B •• • • 9. •••••• •�• •� • •� f ••• 5/8" COX PLYWD. SHEATHING . ON PRE -ENG. WOOD TRUSSES F1 F1 (� (� F1 24" Of--. W/ A19'ROVED rIETAL 1E HURRICANE STRAP EACH TRUSS — EM IEP IN COIL. BOND -BEAM of: �— NEGATIVE POSTill 3 -- R - t9 (MINN.) INSULATION i/2" DRYWALL ON 1x3 FURRING GALv. METAL DRIP P ••• EDGE OVER IP.TJ Ix2 1x2 FIRESTOP (8'-0" MAX. ON 2x6 FASCIA 2011 VERTICAL HTJVOID) S"x 16" CONCRETE BOND BEAM `-0" T.O.B$� TEXTURED STUCCO OVER CONC BLOCK 0'-0" FINISH SLAB �(2) S"* NON-BEARING COLUMNS FRONT -9ZL E VAT I ON 81z" # BASE 4.6„�2„ FAUx BEAM ABOVE SCALE: i/4” = I'-0" COMPOSITION SHINGLES (yf*-) 25 SH TO 12 ZI 4 TYP. U.ON. 2zE-AR ELEVATION SCALE: 1/4" i' -frill U 0'-0" FINSH SLAB _ ---------- N SCALE 3/4" • 1'-0" PLUMISINC: NOTES 4" CONCRETE SLAB AND MONOLITHIC FOOTING -(SEE FOUNDATION PLAN) CTI -IN GENERAL., PLANS AND D1AGRAMS OF PLUMISM RUNS ARE SCHEMATIC AND S1 OULD NOT BE SCALED. COORDINATE AT SITE ALL PLUMBING WORK SO AS NOT TO CONFLICT IN LOCATION WiTH OTMER WORK SHOULD CONFLICT ARISE, NOTIFY ARCHITECT IMMEDIATELY BEFORE INSTALLING PIPING OR EQUIPMENT. -PROVIDE VALVES FOR DRAINAGE OF WATER LINES PER SOUTHERN BUILDING C4NGIa9SS STANDARD PLUMBING CODE. PROVIDE VALVES FOR HOT AND COLD WATER SUPPLY RISERS PER SOUTHERN PLUMBING ]BUILDING CONG-4RESS STANDARD PLUMSM CODE. -INSTALL PRESSUIRE REDUCING VALVES AT WATER METER IF REQUIRED PER SOUTHERN BUILDING CONCARESS PLUMBING CODE. -PLUMBER TO PROVIDE EXPANSION LOOPS IN HOT WATER LINES. -PLUMBER TO VERIFY TIE-iN ELEVATIONS OF UTILITIES BEFORE BEGINNING WOFRr- -PLUMBER TO SUPPLY AND INSTALL LOOPS AT ALL PLUMBING FIXTURES. -IF PVC SCHEDULE 40 PLASTIC PIPE 15 USED, PROVIDE EXPANSION JOINT IN ALL VERTICAL SOU WASTE STACKS AS PER SOUTHEF�N SUILDING1 CONGRESS PLUMBING CODE. -I-LalOER TO DROP PIP'Nes WHERE REQUIRE? TO CLEAR BEAMS, ETC -ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS, 4 SINKS TO COMPLY WITH PALM BEACH COUNTY WATEi2 CONSERVATION CODES ND PRESSU 12 4�COMPOSITION $t-1lTKaLES ON plan #: 12'1'i -C 2 30" FELT TIN -TAGGED TO SCHEDULE 5/8" COX PLYWD. SHEATHING Delray Beach, FL 33483 ON PRE -ENG. WOOD TRUSSES job #: 24" Of--. W/ A19'ROVED rIETAL 1.11:1 HURRICANE STRAP EACH TRUSS McCA.RRON / ASSOC., Inc. MD/FRDA - 638 EDDY ST., BOCA BOON, FL 33487 EM IEP IN COIL. BOND -BEAM of: �— NEGATIVE POSTill 3 -- R - t9 (MINN.) INSULATION i/2" DRYWALL ON 1x3 FURRING GALv. METAL DRIP Q ` STRIPS * 16" OC. EDGE OVER IP.TJ Ix2 1x2 FIRESTOP (8'-0" MAX. ON 2x6 FASCIA 2011 VERTICAL HTJVOID) S"x 16" CONCRETE BOND BEAM SCREENED VENT W/ (2) +5 ROD CONTINUOUS IAS PER CALOW (PROVIDE S"XS" PRE -CAST B LINTELS 0 ALL OPENINGS 4 GROUT SOLID W/ CONCJ TEXTURED STUCCO FINISH Ix2 EtFESTOP (8'-0" MAX. ON 8" CONC. MASONRY VERTICAL 14T./VOID) BLOCK WALLS T HEAVY TEXTURED STUCCO 1/2" DRYWALL ON Ix2 (1 -5 -4 -- D FURRING STRIPS a 24" O.G. W/ R-42 Fi-FOIL iNSULLATION U 0'-0" FINSH SLAB _ ---------- N SCALE 3/4" • 1'-0" PLUMISINC: NOTES 4" CONCRETE SLAB AND MONOLITHIC FOOTING -(SEE FOUNDATION PLAN) CTI -IN GENERAL., PLANS AND D1AGRAMS OF PLUMISM RUNS ARE SCHEMATIC AND S1 OULD NOT BE SCALED. COORDINATE AT SITE ALL PLUMBING WORK SO AS NOT TO CONFLICT IN LOCATION WiTH OTMER WORK SHOULD CONFLICT ARISE, NOTIFY ARCHITECT IMMEDIATELY BEFORE INSTALLING PIPING OR EQUIPMENT. -PROVIDE VALVES FOR DRAINAGE OF WATER LINES PER SOUTHERN BUILDING C4NGIa9SS STANDARD PLUMBING CODE. PROVIDE VALVES FOR HOT AND COLD WATER SUPPLY RISERS PER SOUTHERN PLUMBING ]BUILDING CONG-4RESS STANDARD PLUMSM CODE. -INSTALL PRESSUIRE REDUCING VALVES AT WATER METER IF REQUIRED PER SOUTHERN BUILDING CONCARESS PLUMBING CODE. -PLUMBER TO PROVIDE EXPANSION LOOPS IN HOT WATER LINES. -PLUMBER TO VERIFY TIE-iN ELEVATIONS OF UTILITIES BEFORE BEGINNING WOFRr- -PLUMBER TO SUPPLY AND INSTALL LOOPS AT ALL PLUMBING FIXTURES. -IF PVC SCHEDULE 40 PLASTIC PIPE 15 USED, PROVIDE EXPANSION JOINT IN ALL VERTICAL SOU WASTE STACKS AS PER SOUTHEF�N SUILDING1 CONGRESS PLUMBING CODE. -I-LalOER TO DROP PIP'Nes WHERE REQUIRE? TO CLEAR BEAMS, ETC -ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS, 4 SINKS TO COMPLY WITH PALM BEACH COUNTY WATEi2 CONSERVATION CODES ND PRESSU DEFT SiDE ELEVATION •�re0d � le�� ��111.11 I�wl I I SCALE: 1/4" - 1,-0" TEXTURED STUCCO OVER HEAVY TEXTURED STUCCO GONG. BLOCK OVER CONC BLOCK AT "WATERTABLE" COMPOSITION SHINGLES ITYPJ RIGHT SIDE ELEVATION SCALE: i/4" - 1'-0" 0T0" FINISH SLAB ``iettttitiTf/ppp®! ........�� APPROVED TRUSSES a 24" O.G. 1/2" DRYWALL ATTACHED TO 1x3 FURRING STRIPS 0 16" O.C. FASTEN W/ (1) "1041 RING SHANKED NAiL a EACH INTERSECTION 2x4 TOP PLATE ATTACHED W/ (1)1041 125. NAIL TO EACH TRUSS OR (1)10d R°.r. NAIL TO EACH ix3 FURRING STRIP 2x4 WOOD STUDS 0 24" O.C. i/2" DRYWALL ATTACHED W/ APROVED DRYWALL SCREWS 0 all O.C. iN FIELD 4 6" O.C. ® JOiNTS APPROVER BASE BOARD AS SPEC BY BUILDER P.T. 2x4 NAILED W/ 2 1/2"xi/6" HILTi PWDR DRVN. PINS 0 16" OAC. IK FINISH CONCRETE SLAB Y .A •I�I�Ii'iil�� _ v . v_ y v IYPICAL NONMLJZ Av SCALE 3/4" = 1'-0° Lot 4 Presbyterian Church Boynton Beach FL R-31 `HYPE Y -:B SINGLE FAMILY RESIDENCE COMPOSITION SHINGLES (TYR) 12 "� plan #: 12'1'i -C 2 AGSTEN ENGINEERING Inc. 3000 Florida Blvd., Suite M6 SCHEDULE Delray Beach, FL 33483 4 TYP. UD job #: 156436 1.11:1 McCA.RRON / ASSOC., Inc. MD/FRDA - 638 EDDY ST., BOCA BOON, FL 33487 ate: of: �31r�/j�p NEGATIVE POSTill 3 FA -48 -136 2` 6H B -39 +36 258H C -44 +34 O$ T HEAVY TEXTURED STUCCO D -37 +34 OVER CONC, BLOCK O AT "WATERTABLE" TEXTURED STUCCO OVER • E -40 +32 CONC_ BLOCK • �. `fd=0" FMiSH SLA13,ak DEFT SiDE ELEVATION •�re0d � le�� ��111.11 I�wl I I SCALE: 1/4" - 1,-0" TEXTURED STUCCO OVER HEAVY TEXTURED STUCCO GONG. BLOCK OVER CONC BLOCK AT "WATERTABLE" COMPOSITION SHINGLES ITYPJ RIGHT SIDE ELEVATION SCALE: i/4" - 1'-0" 0T0" FINISH SLAB ``iettttitiTf/ppp®! ........�� APPROVED TRUSSES a 24" O.G. 1/2" DRYWALL ATTACHED TO 1x3 FURRING STRIPS 0 16" O.C. FASTEN W/ (1) "1041 RING SHANKED NAiL a EACH INTERSECTION 2x4 TOP PLATE ATTACHED W/ (1)1041 125. NAIL TO EACH TRUSS OR (1)10d R°.r. NAIL TO EACH ix3 FURRING STRIP 2x4 WOOD STUDS 0 24" O.C. i/2" DRYWALL ATTACHED W/ APROVED DRYWALL SCREWS 0 all O.C. iN FIELD 4 6" O.C. ® JOiNTS APPROVER BASE BOARD AS SPEC BY BUILDER P.T. 2x4 NAILED W/ 2 1/2"xi/6" HILTi PWDR DRVN. PINS 0 16" OAC. IK FINISH CONCRETE SLAB Y .A •I�I�Ii'iil�� _ v . v_ y v IYPICAL NONMLJZ Av SCALE 3/4" = 1'-0° Lot 4 Presbyterian Church Boynton Beach FL R-31 `HYPE Y -:B SINGLE FAMILY RESIDENCE HABITAT for HUMANITY of S.P.B.C. ELEVATIONS & SECTIONS plan #: 12'1'i -C 2 AGSTEN ENGINEERING Inc. 3000 Florida Blvd., Suite M6 sheet #: - Delray Beach, FL 33483 3 job #: 156436 (561)272-5012 561 243- 6401 fax PE 43205 EB 8340 McCA.RRON / ASSOC., Inc. MD/FRDA - 638 EDDY ST., BOCA BOON, FL 33487 ate: of: �31r�/j�p 561-997-0579 561-997-2438(fax) 561-350-4364 mccarronassoc@att.net - www.mccarronme-com 3 ems` .� , AL CL -L- ATTA(`LJCh I CTTC[)C CU MOUNTING DETAIL SCALE: N.T.S. -a.• 4" MIN. 4" MIN. AHU PROVIDE 4 MINIMUM CLEARANCE AROUND THE PERIMETER OF ALL AHU UNITS CEILING-\ 71 ......................... SUPPLY PLENUM AHU R/A THRU LOUVER DOOR -METAL STAND AHU MOUNTING DETAIL SCALE: N.T.S. EXHAUST FAN SCHEDULE #1 170 CFM w/4" T-FIN-V.T.O. DUCTWORK - FLEXIBLE R -FACTOR - 6 NOTE: DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATIONS VENTILATION CALCULATIONS OPERABLE WINDOWS & EXT DOORS THE HOME IS 5.9 % VENTILATED WHICH EXCEEDS THE 4% CODE REQUIREMENTS MECHANICAL PLAN SCALE: 1/4"= 1'-0" TE DRAIN DR T.O. ALV. PIPE PROJECT #: HH -4 -BB LOT: 0 SYSTEM V GOODMAN - 2.5 TON COND. UNIT CU A/H UNIT AHU MODEL # GSX14030 0) a MODEL # ASPT371314 DIMENSIONS -HXWXD 32.25" X 29" X 29" DIMENSIONS -HXWXD 53.5"X17.5"X21" MCA 17.1 oU MCA 47 MAX FUSE (AMPS) 25 $ MAX FUSE (AMPS) 50 REF. LINE SIZE- (IN.) SUCTION 3/4 W HEAT STRIP (KW) 7.5 REF. LINE SIZE- (IN.) O.D. LIQUID 3/8 QO" SEER - 14.5 SENSIBLE BTU'S - 21,800 LATENT BTU'S - 7,200 TOTAL BTU'S - 29,000 LL_ - a � -- 00 LoE60X:< W NOTE: 1. REFRIGERANT LINES w/1/2" T -CELL INSULATION THRU ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3. AUXILLARY FLOAT SWITCHES ON AHU'S EXHAUST FAN SCHEDULE #1 170 CFM w/4" T-FIN-V.T.O. DUCTWORK - FLEXIBLE R -FACTOR - 6 NOTE: DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATIONS VENTILATION CALCULATIONS OPERABLE WINDOWS & EXT DOORS THE HOME IS 5.9 % VENTILATED WHICH EXCEEDS THE 4% CODE REQUIREMENTS MECHANICAL PLAN SCALE: 1/4"= 1'-0" TE DRAIN DR T.O. ALV. PIPE PROJECT #: HH -4 -BB LOT: ' REVISIONS N0. DESC. I DATE DRAWN BY: - - - - - - DLI�3_M CHECKED BY: -, DATE: 6-1=16 THE DESIGN PLAM_t SPE0Cjfl-- CATIONS SUBMFTTEID- HERE" WITH ARE THE SOLE_PRCPERTY OF LINDSTROM AIR CONOITIONILW-- INC. & ARE NG'T _TO- BE REPR- ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. LINDSTROM A/C DESIGNS UNDER - F.S. 489 & F.S. 471 SHEET TITLE: MECHANICAL PLAN SHEET NO.: mml 0 s V Q L^L♦' I� 0) a Ull o r7 OM to `t E oU LL- o oo �Q ZZ _ $ _ _ V 0,4- U O to W J H 04 N p �m^^�0 QO" O r} C LL_ - a � -- 00 LoE60X:< W � O N Q 3Q o � � � o H 0 ' REVISIONS N0. DESC. I DATE DRAWN BY: - - - - - - DLI�3_M CHECKED BY: -, DATE: 6-1=16 THE DESIGN PLAM_t SPE0Cjfl-- CATIONS SUBMFTTEID- HERE" WITH ARE THE SOLE_PRCPERTY OF LINDSTROM AIR CONOITIONILW-- INC. & ARE NG'T _TO- BE REPR- ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. LINDSTROM A/C DESIGNS UNDER - F.S. 489 & F.S. 471 SHEET TITLE: MECHANICAL PLAN SHEET NO.: mml 0 w Q w 0) a p Lo01 o r7 OM to `t E oU LL- o oo �Q ZZ _ $ _ _ V 0,4- U O to � °v ( o J 04 N p �m^^�0 QO" O r} C LL_ - a � -- 00 LoE60X:< � O N Q 3Q M Ll F- LL 3 U ' REVISIONS N0. DESC. I DATE DRAWN BY: - - - - - - DLI�3_M CHECKED BY: -, DATE: 6-1=16 THE DESIGN PLAM_t SPE0Cjfl-- CATIONS SUBMFTTEID- HERE" WITH ARE THE SOLE_PRCPERTY OF LINDSTROM AIR CONOITIONILW-- INC. & ARE NG'T _TO- BE REPR- ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. LINDSTROM A/C DESIGNS UNDER - F.S. 489 & F.S. 471 SHEET TITLE: MECHANICAL PLAN SHEET NO.: mml a N t �o N LEGEND: F = CENTERLINE I.R. = 5/8" IRON ROD WITH CAP #LB 353 THE NORTH LINE OF LOT 4 IS ASSUMED TO BEAR N89056'19"W. +22.05 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929 SOURCE• NOTE ALL EASEMENTS SHOWN HEREON AREAS SHOWN ON THE PROPOSED PLAT UNLESS STATED OTHERWISE. ALL LOT NUMBERS SHOWN HEREON AS AS SHOWN ON THE PROPOSED PLAT. DESCRIPTION LOT 4, SIXTH AVENUE ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLA T BOOK 121, PAGES 106 AND 107, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SURVEY 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MIMMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BENCH MARK TOP BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA IaF NAL && WASSI? ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES AD S. W. 6TH_ A_VNUE _ _ _ _ _ _ - ab44 Pl W PAUL D. ENGL NOT VALID wirfrour THE sIcxaruRE AND SURVEYOR 8c ARPER .#5703' I LICENSED SURVEYOR AND MAPPPOF EFlOMDA R. Q a 6 O BRIEN, SUI TER & 0 BRIEN, INC. . LAND SURVEYORS �i (s CERTIFICATE OF AUTHORIZATION LB353 SURVEYOR AND MAPPER IN RESPONSIBLE CHA GE. PAUL D. ENGLE 955 N.W. 17TH AVENUE, SUITE K-1, DELRAY BEACH, FLORIDA 33445 (561) 276-4501 732-3279 FAX 276-2390 DATE OF SURVEY 68116 - ADDED PROPOSED SCALE. 1" - 10 ' JUL Y 31, 2015 �� 7/2J 16 - LOCATED LUIS C COPYRIGHT 2015 O'BRIEN, SUITER & O'BRIEN, INC. F1ELD BOOK PAGE NO OF WfXJD F ORDER NO. "LOT 8.175 34 09-17db 4 �O N © COPYRIGHT 2015 O'BRIEN, SUITER & O'BRIEN, INC. L LEGEND: F = CENTERLINE I.R. = 5/8" IRON ROD WITH CAP #LB 353 THE NORTH LIME OF LOT 4 IS ASSUMED TO BEAR IV8905679"W. +22.05 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. SOURCE• FLOOD ZONE NOTE ALL EASEMENTS SHOWN EEREON ARE AS SHOWN ON THE PROPOSED PLAT UNLESS STATED OTHERWISE. ALL LOT NUMBERS SHOWN HEREON AS AS SHOWN ON THE PROPOSED PLAT. DESCRIPTION.- LOT 4, SIXTH AVENUE ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 124 PAGES 106 AND 107, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SURVEY I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA `,,,,, ADAISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES G s' s PAUL D. ENGL dl NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & API'E°R..#5788 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. O'BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION LB353 SURVEYOR AND MAPPER IN RESPONSIBLE CHA GE.• PAUL D. ENGLE 955 N.W. 17TH AVENUE, SUITE K-1, DELRAY BEACH, FLORIDA 33445 (561) 276-4501 732-3279 FAX 276-2390 DATE OF SURVEY , 8/8/15 - ADDED PROPOSED SCALE. 1„ _ lo, 3) 2015 /REVD 7/21 16 — LOCATED UMTS FIELD BOOK PAGE NO. OF WOOD FF ORDER NO -- B. 175 O»B.175 34 09-17ab "LOT 4" LEGEND F = CENTERLINE LR. = 5/8" IRON ROD WITH CAP #LB 353 L. 0 T 3 TIE NORTH LINE OF LOT 4 IS ASSUMED TO BEAR 10955191W. N89"5" W ry +2205 = ELEVATION BASED ON NATIONAL + a + GEODETIC VERTICAL DA TUU 1929. SOURCE• +215- - - - - 1218— - - -- - - - - •;, +224- - - - WU = WATER METER 11CovT9w-ff OF SWALE cOYVraRETE ad A/c PAD FLOOD ZOIC C 1219 2171 t2278 f 270' 1224 425' CONCRETE DRI VE g OZ Q IW ��, o W ND m W i W �p +219 25.f 5'cn V.5' Z S m Q 280' 22' 25.3' N +20 +2.10 +226 i 0 ey, _ rCENTERLb1E' �' SWAGEL� 4 17ZLR +22+229— [. _ e..._ _ — 4.22.DW. 567" w* _ _ DESCRf TfOf l LOT 4, SIXTH AVENUE' ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 121, PAGES to L. O T AIC 107, PUBLIC RECORDS OF PALM BEACH COUNTY, s 5 FLORIDA. s 0 w i 9 0 N tp 4 b N' MAP OF BOUNDARY SURVEY i HEREBY CERTIFY Th;AT TMS SURVEY WAS MADE UNDER MY RESPOIE G�HAG, BDVCH MAW TOP AND MEETS THE 9MMUM TECHNICAL STANDARDS AS SET FORTH BY-TK°A-LORIDA OF 11G4L & WASIfR BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 4� FLORIDA . S. W. 6 T H A VENUE aEV4WN +2205 ADMINISTRATIVE CODE; PURSUANT TO SECTION 472027, FLORIDA Sy $1lTES� --- - - - - - -- - - - - - - - - - - - - - - - - PAUL D. EN E NOT VALID WITHOUT TIS SIGNATURE AND SURVEYOR THE ORIGINAL RAISED SEAL OF A FLORIDA & MAPPER #5708 LICENSED S&RVEYOR Al0 MAPPER. O'BRIEN, SUI TER & O'BRIE N, INC. LAND SURVEYORS Vj CERTIFICATE OF AUTHORIZATIONLB35:;. SURVEYOR AND MAPPER IN RESPONSIBLE CHA GE.• PAUL D ENGLE 955 N.W. 17TH AVENUE, SUITE K-1, DELRAY BEACH, FLORIDA 33445 (561) 276-4501 732-3279 FAX 276-2390 DATE OF SURVEY , 6/8116 — ADDED PROPOSED SCALE. 1" = 1O' J1JL Y 31 2015 72r IIR —LOCATED UMTS FIELD BOOK PAGE' NO. OF WOOD ��. B.75 34 9112/16 - F#u. ASS T 0 9- 7db "LOT 4" e ELECTRICAL LEGEND 150 AMP iI-W 3w 11512WV ELECTRICAL PANEL SICA_EDULE ELECTRIC,4L SERVICE CALCULAVON (PER SECTION 220-30 N.EZ-) FLUS!.! MOUNIT�D NEMA 1 �,.�* ; . C'NR� NOTES' � DUPLEX RECEPTACLE FLOOD LIGHTS " B 150 AMP MAIN CIRCUIT t �� A.H.U. / F�{t=At STRIP ®65go = : 82 KW unless of'nerwise noted ,... � t .812E FiRST tP�.ID KW • tIDID9s tID.ID K1iJ _ . & WP GROIWD FAULT iNDICAtORA"TER PROOF _ 3TV TELEVISION OUTLET j50 A 13 A.t-1.U. / NEAT STRiP 2P/40A is w) : � 08 REMAiNDER A 40% l 283x40 11b KW � CEILING HEIGHTS SHALL BE 9'-4" r TH o� 80YMON BEACH AS APPLICABLE AND mALL APPLICABLE AMENDMENTS OPTED BY & 230 VOLTS PH PHONE OUTLET I .. 2A A/C 1�'i S117-- ''t C01�E� 2P/WA 12.0.1 ��\ � AMENDMENTS c TOTAL COMPUTED LOAD 26.8 KW 1/2- (MIN.) SHEET ROCK WALLS AND CEILINGS 511 RANGE 2P/50A 12.0 KW pro EXTERIOR WALES TO BE 8" CONCRETE MASONRY Z BUILDER SHILL CO-ORDINATE ALL THE WORK OF ALL TRADES. SPECIAL OUTLET'` r=>04AUST FAN ELECTRIC METER 6,8 WATER HEATER 2P/30A 45 KW 010 � • -� WITCH By- -FLORIDArj UNITS WITH STUCCO FINISH (SEE ELEVATIONS) - Pe t�vWEIe TON10 DRY1;1+Z 2P/0 A 5°0 KW KW'S x VOLTS w ,•:� X1-1 � i 10 VOLT DIRECT !MIRE SMOKE DETECTORS 3 BUILDER .SIIALL VERIFY.ALL DIMENSIONS.AND CONDMONS.AT_,tOBS17E 4 WAY SWITCH POWER a LIGHT IID WA51-{ER-L,gUNpRi- IP/20A 15 fGtu 0y 240 YOLTB INSULATION MUST COMPLY WITH F.B.C. 2014 PRIOR TO STAR77NG ANY WORK AND NOTIFY DESIGNER/ENGINEER IN WRITING 3 wsi� stultc+t DOORBELL 04IMES 12 t�RIGERATOR tP/2OA P2 KID 012 "'. , AND ALA. LOCAL CODE REQUIREMENTS IMMEDIATELY OR THE BUILDER SHALL. ACCEPT FULL RESPONSlB111Y FOR PROVIDE -C AMP SCONDUI 1 3 8" HOLLOW CORE INTERIOR DOORS SEE ANY ERRORS OR OMISSIONS DO NOT SCALE DRAWINGS ..� t.iG�fT 13,15 DISHWASHER -DISPOSAL (FUTURE) 2P/20A 12 KW M2 {3) +N/ID 7HW-GU M t''z" CONDUIT t�) �� � 'f`Lfi1flR 1�t� FOR •s1ZES) SMOKE DETECTOR CLG MOI MIT TRANSFORMER 14 SMALL APPLIANCES iPI20A 1.5 KW •12 BY FLORIDA Ci) •6 1 3 4" SOLID CORE EXTERIOR DOORS 4. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED RECESSED LIC -44T «. 16 SMALL APPLIANCES IP/20A � t,5 KW 012 l POWER s J: ti<Y 1't/x CONDUIT 1`1 GARAGE OR. OPENER (FUTURE) 11-#5A 1 3 KW *14 ALL GLASS DOORS MUST COMPLY WITH " Q cARsoN tgorloxlDE/SMOKE „ L E C T f t i o A 1. iii O T S S FLORIDA BUILDING CODE, 2014 AND CO/%> !DETECTOR' CO'00 A'L.A' RM 18 ALARM SYfSIV"1-(PRE-tU RE) �l�A =y 1.2 4V *14 �. TMESE ISIS AS I3RA�1 AND �IO�fl C(3MPLI' 1VITF1 T#�E ` �' VAPOR PROOF is -24 LIGHTS s RECEPTACLES iP%1 ,4' 49 KW +N4 ALL ° HO7Es FOR RECEPTACLES• n ANTI sags OR rELEPAaa JAC" N RATED MALLS TEMPERED SAFETY GLASS ALL BATH AREAS ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE MOT OE METAL OR UL RATED FOR USE Is ONE Wase CONSTRUCTION. ALUMINUM FRAME SINGLE HUNG WINDOWS AT 8'-0" RUMM SWITCHED OUTLETLij 25 EXHAUST FAN 1P/20A L4 KW 012 -ALL HArPIROOn Arm &6^0 E OUTLETs To 06 QF► TYPE. CONTRACTOR SHALL FAUMMIZE HIMSELF WITH THE GOVERNING CODE HEAD HEIGHT (TO BE IMPACT RESISTANT PRODUCTS JU14OTION HOX - SUBTERRAIN FEED TO PANEL 26 BATHROOM GPI IP/20A 1.5 KW •12'S EN77RETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF 7741S R BAR 4. 2) � TN31^ A dC�N -ALL RE RATE MY ELECTRICAL RI a Ca rnQacrOR To � OueeD ro HAWNt7ArCW Fs ueW ) CODE CH 4Y NOT BE SPECIFICA Y ADDRESSED €7N THE PIANS AND i � RECESSED LIGHT „ ,srm t� RATED Hrl=LECT1mcAl. CONTRAcra¢ >OR �Ia�iVIOE APPROVED SHtlTTERS (EYEBALL) REBAR t (2) 3I8 DRIVEN 2l� ALL BEDROOM WINDOWS SHALL MEET EGRESS t r� GALVINIZED RODS = A/ CONDENSING PMP EtIPPZ/2901A 12 KW •12-R�tALLATION Ia:lr rcs AHOYE Fit FLOOR UNLESS or+ vlseE rlotED= " " NOTESFLOOR OUTLET � fCEILINGS FAN (OUTLET ONLY) j L�rsn56• AIRF.REQt1iREMFNTS OF 2E} Mtfd. WtE?TH 24 MtN: �„ ;Lj Q O � � - 3 TaLEFV4W JAMS a° AF.. HEIGHT, WITH MIN. OPENING AREA OF 5.7 SQUARE 6. BUILDER RESERVES THE RIGHT TO SUILSTiTUIE !TENS WHICH THEY BELIEVE FLUORESCENT FiXTLWRE G� J A... L V� 9 4 •ATNF FEET AND SiL1_ 1��T NOT TO 'EXCE� 44 ABOVE 70 BE EQUAL OR BETTER THAN ITEMS-'SPEiTFfED 0N THESE SGS RECEPTACLES 12 AFFTELEVISM JACK& 12° AFF FINISH FLOOR WITHOUT ANY PRIOR N0710E ITEMS WHICH , WHEN SUBSTITUTED REQUIRE L1G#ITtNCs GAl G FQR 1413 SP.x 3G1AKtU a WCEP ACLM • HATWB 401 AFF. ALL ANGLES 45 DEGREES APPRWAL OF ME BUIL WG WICAL WILL BE SUBMITTED TO THE ELECTRICAL CONTRACTOR TO COWCW TO SOUNEW HELL RISG Ji LTB FOR TELEFRae EMPIMM MTALLATM BUILDING OFFICIAL. -CO-DRcr MI ALL WR TO Runs AND �r aaM .01 SR uaTI or R TRaoEs TO 7. BUILDER 1S RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR AVOID CONR.ICTS PRIOR TO FABRICATION It�TALLATIOM AND ERECTION schedule f � cOWRACTOR TO, VEIWY ALL W,40' M" cowr16Cr 010 s Wv.4c O0WW rolsr�IM to WALLATrc:st NON -S77 UC7URAL MEMBERS DURING CONSTRUCTION. -ALL Molts, MTER CENTERS AND DISCOMHGTB TO HE APPROVED ISY FLORIDA FOWR AND LIGWI: 4"+)CW STEM PIPE COL: TILE FLOOR WET AREAS FiLLED W/ CONCRETE TILE DRAIN AND SPLASH 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO 774£ BUILDER TILFULL AT SHOWER TILEE AT TUBS (MIN. 70" NIGH) 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. A I 1 11 " 1 E Ai�1CsE #i3/ C4) 1TEMPERED SAFETYSAFETY'GLASS AT ALL BATH WET AREAS /2d'x3"L. WEDGE ANCHORS INTO CONC. SLAB OF GARAGE \-\- q TO iT FLOODS \ 1 a 3 WAY SWITCH \ CLG FAN�A'•{'' TV CtRLE��'�\�� � VV \ -�.17T 3 / -------- P14 CLG FAN��'�% � OUTLET wt�rGFI / • <;_� J HIB / ZAE �Oy/ 1 \ / f 1G L7 - W/ OUTLET FOR - EXHAUST FAN/ c O . a _. _. 11 O CONNDSNT F 4 PUMP ENP PU tl- t t OUTLET ' 11_ � • ii ELEC. PANEL SID -Ej U4 F lzl�. \ 3 C©/Sid _._.� A % -o HB (� - 122"x54" ALARM OUTLET p CLG FAN�'�y % OUTLET ;- -> SUIJLT. IAC. -� • CLG FAN OUTLET \ D�Cg,'��iW/ N. ,by:?f des _AFL db --------------------i SD GO/8D \ PREWIRED i 3 WPIGFI 3 O � GAR DOOR �_ _ _ _ OPENER _ 1,_4„ 3,_4„ cp R 309 PSI !N BENDING FOR A SINGLE MEMBER USES 90 PS! IN HORIZONTAL �D _____ � • • • • • • • -SHEAR AND SHALL NAVE .A MODULUS ElAST7CIn' OF 1600 tCSI OR BETTED AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. - DB @ cU 125 SH f w 25 SH TO REAR FLOODS / TO REAR FLOODS 33. STRUCTURAL STEEL SHALL CONFORM TO THE RISC „ SPECIRCATION FOR THE a 3 WAY SWITCH �' UIP/GPI „/ a 3 WAY SWITCH_ _ 1 SIGN, FAW077ON AND ERECTION OF STRUCTURAL STEL FOR / • � 04 • � � � � r BUILDINGS' 1980 EDITION. MATERIALS SHALL CONFORM TO THE P447` 1 �� 1 SHAPES, PLATEAPPLICABLE ASIN S, ANCHOR BOLTS - A 36 ^ �. - ` -.- ..•� • �. _ 8 -O VOL. CLG. � S' -O" VOL. GLC•s., , � I CLG FAN��•�ON AS FOLLOWS: 'J TV \ 1 Q I - • ' MACHINE BOLTS- A 325 OUTLET f _ - - _ _-.--_._._._._------�._._._._._.ELEC. _ _ _ _ / 1 - t TUBULAR - A500 A GRADE B (46 KSI) CJ J _.-.-._.-�_._.-._-_-_-_ -_.--._.-.- _._._._.-.-.-----_._ AETER/ DfSC.--------_------- _._-_-$,_--•-•-•-------•�•-• _ _ 34. WELDED CONSIRUC71ON SHALL CONFORM TO THE AMERICAN WELDING SOCIETY i _ 3'IDx'T'ID O.H. DOOR I)TRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS I r _ A.W.S.A51 E70XX. % - - - - ____ - - _ _ ._._ _ � • • C2) S"# NCI-BEARANG COLUMNS SHALL BE A.W. � cQ � _.._ _,. _ _ _ _ _ _. - W/ 12" * BASE a 6° 12° FAUX ' • • • _ J n BEAN ABOVE 35. SEE FOUNDA77ON NOTES AND FRAMING NOTES FOR MORE INFO. ON THESE ITEM. _1• 1 1 1 \dbI dp R 25 SH , 0 REVISION 10/28/16 BUILDING DEPARTMENT COMMENTS (EGRESS) _ . . _ . _ _ . _ • _ • -" _ • - 6'-O" 6`-0" 3'-8" 5`-8" $'-8" 3`-8" 2'-211 AREA CALCU1L,1-TIONS 'n,_O,t IQ I_8,t 1.1,_ Ail ELECTRICAL PLAN workshallSCALE: t/4" . 1'-0" isOiE 1: ALL EL£CTF2fCAL ieE=f Q TEN'T'S TO COMP!_Y W/ N -EC. NOTE 2: ALL SMOKE DETECTORS SHALL BE HARD WIRED 110V w/ BATTERY COMPlY With the 20 1(BACK-UP a INTERCONNECTED, TO BE AHEAD OF ALL SWITCHES a National Electrical � SHALL BE CONNECTED TO BATH RM. OR KITCHEN LIGHTING CIRCUIT NOTE 3: ALL EXTERIOR DOORS AND WINDOWS TO BE "PRE-wiRw" FOR FUTURE ALAR'! SENSORS LIVING: 1413 SP GARAGE: 302 SF GOY, f'ORCI-I: 100 SF COV. P,4T10: 84 SF TOTAL: 1869 SP FLOOR PLAN SCALE: 1/411 i1t, I 4 � 4j L\CE=NSF •`•.� 0 No.43205 - 0 9° � /�/ 11111 Lot 4 Pr 4erlan Church Bo on Bead R. R-3, �'YPE M -B SINGLE FAMILYRESIDENCE HABITAT for HUMANITY of S.P.B.C. FLOOR & ELEC, PLANS plan #: 1211 -GR i0 ALL WINDOWS AND DODRS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE sheet #: Delray Beach, FI, 33483 2 FLORIDA STATE ENERGY CODE SECTION 502.4. 1_011 561 243- 6401 fax PE 43205 EB 8340 11. TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP date: of: 51SIl p 561-997-0579 561-997-2438(fax) 561-350-4364 mccarronassoc@attmet - www.mccarronmc.com 3 DRAWINGS AND ENGINEERING CA(CUtAVONS SIGNED AND SEALED BY A 13'-411 FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR APPROVAL INCt%#DING 13460 (2) CIES FOR DESIGNERS' REVIEW PRIOR T'0 121-0t1 FABRICATION. 254-44 12. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. 1 S EQUIPMENT VO°-ORDOMTE LOCATMS WITH &NXR PRIOR TO �Sk FABRICATION AND INDICATE ON TRUSS DRAWINGS a0 13. DESIGNER/ENGINEER ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND F1007M UNTIL REMEW OF APPROWD TRUSS DRAWINGS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. M - A 4 j ! c4 15 ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WH • �, s %� f CUPS, TOP AND BOTTOM EACH SND, AS PER CODE VOL. CLCs. 39 SH 16. CONCRETE SHALL CONFORM TO ASTM C94 AND SHALL HAVE 3000 PSI EGRESS COMPRESSIVE SIRENOW IN 28 DAYS ( UNLESS NOTED t} 1ERWISE) ALL = CONCRETE WDRK SH1IL BE IN ACCORDANCE WITH ACI 318 ANO ACi ff jj • E B1• • • • • 301. ALL CONCRETE MASONRY WORK SHALL BE iN ACCORDANCE WITH _U 1 1 40 ACi 531. f'm = 1500 Psi. = i 1 0 t ►- F_ • • L,4 17. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE. ` - �`► SLABS ON VAPOR BARRIER - 3/4' '- 811 101_811 • ' • &W AND CDLUMNS - _1 1/2' FORMED CONCRETE BELOW GRADE - 2' 7_011 4" 31-411 j UNFORMED CONCRETE BELOW GRADE - 3' __' t l 8" 5`qz- -O" ° 12'-O" 1,8 +IFaWX SIEGL' OP" 6l1 S fY-�60,!t�0 �,STTIi - 15 1 _ _ - ---_ ..-.. _ _.... _ • 1S PIAM DRAWINGS ON BAR LISTS SHALL CONFORM TO ACTS TIDAL OF ' 8'-O" VOL. GLPAT[ N 1 STANDARD PRAC7TCE FOR DETAILING REINFORCED CONCRETE CONSTRUC77ON -' `t �,�„ 8'-(�' VOL. CLG. © • AS PMUSI D BY THE CONCRETE ETE RETNFO IW STEEL #NST1Tt?Tf MESS R t S, I - NOTED OTHERWISE. 3' �� TUB n 20. DETAIL OF CONCRETE' REINFORCEMENT SHALL BE IN ACCORDANCE WITH 7HE • N SH PRACTICEREINFORCED P L OF S 0 RCEE7FOR NFOR ED CON RETE'CONS RUC B1 E NOTED OTHERWISE -.._ j OUATE ii 8., 41_ 11, 411 ( 21. Ai AR"fT X AND H=2OfflX SHORING SHALL DE PRWRED TO N 11E( L I/DW. ! SAFELY SUPPORT ALL LOADS DURING CONSTi�UC1TON. - X3 Ar - - -I eAhEs W/DISP , + ccw 22. CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) AS REQUIRED FOR • H 2 8x6 8 _ 11 4 ID -F 13'-8" 411 31_ ,1 " 31_811 411 8�_®" :g S ARCHITECTURAL DETAILS OR TO FET BLOCK COURSING, DROP BOT OF tiE _ "qIP _ BEAM AS REQtl1RE0 AT N'TNDOW AND ODOR BEAMS (28' MAX) AND ADD 2-5 O 0 d BARS BOTTOM IF DROP EXCEEDS 8'. = 5'-0" 4" '-S" 4? V-4" 4 to VAULT CLCD M - - - _ O� , 25" 12„ • 23. DOWEL COLUMN AND WAIT REINFORCING TO FOOTING WITH SAME SIZE AND LIN. `r t 4` -Lid" 4 4`-O" � Q �lf.���i NUMBER OF DOWELS AS VERTICAL BARS ABOVE • 2'ID B -F _ ro. 1 iv u!/ i i TSC 0 X6 -O" VOL. GLGrt. 0 f 24. VFR71C41. CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VER77CAL 0 _ R t S I ( �► _ B -F • • R-11 INSULATION ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. 2'13x I'ID CSD. OPNG. . _ =`r - DRYER CES FLUSH BAR ice. -' Q ELEC. $� P `� R a 5 = VENT- 25 CLEANOUT OPENINGS SHALL LTE PROVIDED AT THE .BOTTOM OF GROUTED 0 • tt 5'ID B -P ' • CELLS AT EACH UFT OVER 4'-0' HIGH. CLEANOUTS SHALL BE SEALED '3'-10" 4'-4'* V-411 2"-fd" 1 3'1' - - �� - AFT'£R CLEANING AND INSPECTION, AND BEFORE GROUTM "- 26. ROWORCING STEEL SHALL BE LVPED 40 BAR DIA, MIN. WHERE SPLICED '-'E NEW N-13 �WASHER1� RYER� AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SiZE AND GSD• TO BE F-' AS, NUMBER AS HORIZ BEAM REINFORCING AT EACH FACE. LAP 48 BAR DIA. PER DETAIL 3 MIN. • ................... -. - - - T.T.- .......................... (NO' FTG• RECOJI - - - - - -1 L� • r SEE E AILS * 27. STRUCTURAL WOOD AND 77MBER FRAMING SHALL CONFORM TO THE 'TIMBER C 22"x34" AtttG� CONSTRUCTION MANIiAL' AS PUBLISHED BY THE AMERICAN To THE OF _ st1 ' _ A�C�3S� TIMBER CONSTRUCTION. 4" 1�3'-4" 4" 12'_0" 28. ALL WOOD IN CONTACT W0 MASONRY, OR CONCRETE SHALL BE PRSSURE TRDATED. P1rOt9DE AN APPROVED MOISTURE VAPOR BARRIER • BETWEEN THE CONCRETE OR OTHER CETIIEN717OUS MATERIALS AND THE WOOD A GREAT � � I AS PER CODE. -0LCx. ;n _ VAULT GLCs. A&r 29. BUILDERSHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AN D rV BRIDGING USED DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR AARA DAMAGE • � W -O" VOL. GLC:. d VAULL�t i., 30. HEADERS FOR FRAMED OPENINGS GREATER THAN 6-O' MUST BE ENGINEERED ALL WALLS t CLG. TO • AND STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) RECEIVE 1/2" DRYWALL F44 0 R a 8 2'8x6'8 i (MIN) 31. ALL HEADERS OVER DOORS AND WiNDOWS TO BE 2 OR 3-2,Y12'S (FOR WOOD - - - _ - - - i FRAME CONSTRUCTION DEPENDING ON ALL WALL 7HICKNESS). GARAGE WALLS, ORS • VAULT GLC°c. a A.H.U. DUCTS TO COMPLY W/ Fac. 'ID1, 32 DIMENSION LUMBER FOR HEADERS AND COLUMNS SHALL BE SOUTHERN PINE. - 3'ID B P ! ! NO. 2 OR BETTER OR SNAIL PROVIDE ALLOWABLE STRESS VALUES OF 1200 �_ _ _ _ OPENER _ 1,_4„ 3,_4„ cp R 309 PSI !N BENDING FOR A SINGLE MEMBER USES 90 PS! IN HORIZONTAL �D _____ � • • • • • • • -SHEAR AND SHALL NAVE .A MODULUS ElAST7CIn' OF 1600 tCSI OR BETTED AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. - DB @ cU 125 SH f w 25 SH TO REAR FLOODS / TO REAR FLOODS 33. STRUCTURAL STEEL SHALL CONFORM TO THE RISC „ SPECIRCATION FOR THE a 3 WAY SWITCH �' UIP/GPI „/ a 3 WAY SWITCH_ _ 1 SIGN, FAW077ON AND ERECTION OF STRUCTURAL STEL FOR / • � 04 • � � � � r BUILDINGS' 1980 EDITION. MATERIALS SHALL CONFORM TO THE P447` 1 �� 1 SHAPES, PLATEAPPLICABLE ASIN S, ANCHOR BOLTS - A 36 ^ �. - ` -.- ..•� • �. _ 8 -O VOL. CLG. � S' -O" VOL. GLC•s., , � I CLG FAN��•�ON AS FOLLOWS: 'J TV \ 1 Q I - • ' MACHINE BOLTS- A 325 OUTLET f _ - - _ _-.--_._._._._------�._._._._._.ELEC. _ _ _ _ / 1 - t TUBULAR - A500 A GRADE B (46 KSI) CJ J _.-.-._.-�_._.-._-_-_-_ -_.--._.-.- _._._._.-.-.-----_._ AETER/ DfSC.--------_------- _._-_-$,_--•-•-•-------•�•-• _ _ 34. WELDED CONSIRUC71ON SHALL CONFORM TO THE AMERICAN WELDING SOCIETY i _ 3'IDx'T'ID O.H. DOOR I)TRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS I r _ A.W.S.A51 E70XX. % - - - - ____ - - _ _ ._._ _ � • • C2) S"# NCI-BEARANG COLUMNS SHALL BE A.W. � cQ � _.._ _,. _ _ _ _ _ _. - W/ 12" * BASE a 6° 12° FAUX ' • • • _ J n BEAN ABOVE 35. SEE FOUNDA77ON NOTES AND FRAMING NOTES FOR MORE INFO. ON THESE ITEM. _1• 1 1 1 \dbI dp R 25 SH , 0 REVISION 10/28/16 BUILDING DEPARTMENT COMMENTS (EGRESS) _ . . _ . _ _ . _ • _ • -" _ • - 6'-O" 6`-0" 3'-8" 5`-8" $'-8" 3`-8" 2'-211 AREA CALCU1L,1-TIONS 'n,_O,t IQ I_8,t 1.1,_ Ail ELECTRICAL PLAN workshallSCALE: t/4" . 1'-0" isOiE 1: ALL EL£CTF2fCAL ieE=f Q TEN'T'S TO COMP!_Y W/ N -EC. NOTE 2: ALL SMOKE DETECTORS SHALL BE HARD WIRED 110V w/ BATTERY COMPlY With the 20 1(BACK-UP a INTERCONNECTED, TO BE AHEAD OF ALL SWITCHES a National Electrical � SHALL BE CONNECTED TO BATH RM. OR KITCHEN LIGHTING CIRCUIT NOTE 3: ALL EXTERIOR DOORS AND WINDOWS TO BE "PRE-wiRw" FOR FUTURE ALAR'! SENSORS LIVING: 1413 SP GARAGE: 302 SF GOY, f'ORCI-I: 100 SF COV. P,4T10: 84 SF TOTAL: 1869 SP FLOOR PLAN SCALE: 1/411 i1t, I 4 � 4j L\CE=NSF •`•.� 0 No.43205 - 0 9° � /�/ 11111 Lot 4 Pr 4erlan Church Bo on Bead R. R-3, �'YPE M -B SINGLE FAMILYRESIDENCE HABITAT for HUMANITY of S.P.B.C. FLOOR & ELEC, PLANS plan #: 1211 -GR AGSTEN ENGINEERING, Inc. 3000 Florida Blvd. Suite 206 sheet #: Delray Beach, FI, 33483 2 j°1 C'(561)272-5012 1�C�4'316 561 243- 6401 fax PE 43205 EB 8340 McCARRON / ASSOC., Inc. AMDMA - 638 EDDY ST., BOCA RATON, FL 33487 date: of: 51SIl p 561-997-0579 561-997-2438(fax) 561-350-4364 mccarronassoc@attmet - www.mccarronmc.com 3 Cu s-, 0 N 4-J m a O H V n W c 0 L C_ ro C.3 Q0 0 N Cn N ;-r Cu Cu c.) 0 F- o� Q.i 4 m Q S / C_ Q / m v v Ln / 0 N .Ll 0 Q. O -F� Y 0 / L W W a x 0 4141 CD cn ro c cu U 0 0 / C-) PLU IVU ES RISER N.T.S. f-2124422- 1 uATE ROAD 2 WAY CA. ;T0 SEWER w w s�aaaaa•• a. w _ w aaaaawar w w w w w.a.w� w w aaaaaaa�• w w .�aa• w w aaaaaaa� w w 2" VTR w •• • • 4 • �•• • ♦♦�••I• •• • ♦ • % 60.02' I>? 1 ! ! oa a 2" VARi'i�" ! 1 LAY MCCA.RRON / ASSOC., Inc. AMD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 date: STUDOR VENT L O T 4 (ll 10d R.S NAI- TO EACH TRUSS OR -39 +36 (1) 10d RS. NAIL TO EACH Ix3 FURRING STRIP G.O O -44 +34 2x4 WOOD STUDS B 24" O.C. F11 -37 +34 CA, I ILAV 1112" SfNKS +32 o 4 ro' JOINTS APPROVED BASE $flAi�3 C.O. AS SPEC BY BUILDER 3" 2" 1 2" i 3 a 2" SHWR s 3" W.C. CONCRETE DRIVE 3" 3" -1WALKWAY 2" W.M. C.O. 3" 2° 2" 2" TUB 1 I PLU IVU ES RISER N.T.S. f-2124422- 1 uATE ROAD 2 WAY CA. ;T0 SEWER w w s�aaaaa•• a. w _ w aaaaawar w w w w w.a.w� w w aaaaaaa�• w w .�aa• w w aaaaaaa� w w w w aaa•aa� s aaawr� w •• • • 4 • �•• • ♦♦�••I• •• • ♦ • % 60.02' I>? sheet #: ! ! oa a NAIL • EACH INTERSECTION ! 1 2x4 TOP PLATE ATTACHED W/ MCCA.RRON / ASSOC., Inc. AMD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 date: 1 1 L O T 4 (ll 10d R.S NAI- TO EACH TRUSS OR -39 +36 (1) 10d RS. NAIL TO EACH Ix3 FURRING STRIP � O -44 +34 2x4 WOOD STUDS B 24" O.C. F11 -37 +34 1/2" DRYWALL ATTACHED W/ I APROSit G M DRYWALLSCREWS -40 +32 o 4 ro' JOINTS APPROVED BASE $flAi�3 AS SPEC BY BUILDER 1 � i i s CONCRETE DRIVE -1WALKWAY 1 1 I i Y i a { Y i ;{ `•� 0 ONE STORY i I --- i 1 \` SI 1 1 j1T F L 1940 i i — _--- j--- _.`---_._{...... _._. -l(_ _ILl i F ' 1 00 I 1 L L J n /� I 7'-6" 121' i' I i I -6" SETBACK i5ET5ACK a ! ._._._._._-_._._._._._._._._._._._..3i •� ! i i { i i L - - - - - -- - - --- .-- - - -- - - - -- - - ---- - - - - J ! i ! a 1 { I is 1 m i 1 � � 1 ! ! i "=, B �r waaarar•ar �awrww �rw�a.ww���awrww r w w �aaaa. w w aaaar.♦ �� �• w _naar� w w YY SITE FLAN ARTY DESCRIPTION: SCALE: 1/8" = 1'-0" LOT 2, BLOCK 1, ATLANTIC GARDENS, DELRAY SEACH, PALM BEACH COUNTY, FLORIDA Awel-oll FAUX DECORATIVE WOOD SHUTTERS TEXTUI;mD STUCCO CONC. BLOCK HEAVY T'SXT'URED OVER CONC. SLOCK AT "WATERTASLE" Ir— FINISH SL ELEVATIONS iaa iaa_ SCALE: AS NOTED OVERHAWa TO 15E V-6" FROM EXTERIOR WALL COMPOSITION SHINGLES GABLES / RAKES TO BE 6(TYP.)(T•) TEXTURED STUCCO FINISH OVER CONC. BLOCK d WOOD FRAME CONSTRUCTION 12 4 TYP. UOx OVER STUCCf} ABti♦• ••• • • • • •• • •• •• i Z♦• 6♦ • •• 6 • • • •♦• ••� ♦•«♦♦ ♦�♦ •• �• •�• •• :• ••y • • .' .ti:• •a • • • `� • ••• • • • • �. • • • •%• ♦ _ SCREENED VENT •• • • 4 • �•• • ♦♦�••I• •• • ♦ • % •: S • • sheet #: % ••• Delray Beach, FL 33483 oa a NAIL • EACH INTERSECTION -46 +36 2x4 TOP PLATE ATTACHED W/ MCCA.RRON / ASSOC., Inc. AMD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 date: of: (ll 10d R.S NAI- TO EACH TRUSS OR -39 +36 (1) 10d RS. NAIL TO EACH Ix3 FURRING STRIP O -44 +34 2x4 WOOD STUDS B 24" O.C. F11 TEXTURED STUCCO OVER CONC. BLOCK 0'-0" M844 SLAB �i `, %� �1 �(Z) 8"* KION -SEARING COLUMNS OI `fi L. Y P "tfi 1 �1 \ W/ 12" *BASE < 6"x12" FAUX BEAM ABOVE SCALE: 1/4" - 1'-0" FM AR E 0`A 1 1i %,J z4S1 O� TEXTURED STUCCO OVER CONC. BLOCK a 24SH 0� COMPOSITION SHINGLES (TYP.) 2 t? 14 TYP. URN. SCALE: 1/4" = i'-0" 12 4 TYP_ U.Ox COMPOSITION SHINGLES ON 300 FELT TIN -TAGGED TO 5/8" CDX PLYUJD. SHEATHING ON PRE -ENG. WOOD TRUSSES e 24" O.C. W/ APPROVED METAL HURRICANE STRAP EACH TRUSS EMSED IN CONC. BOND -BEAM S'-0" T.O.15m. GALV. METAL DRIP —� EDGE OVER (PT.) 1x2 ON 2x6 FASCIA j 1/2" DRYWALL ATTACHED To SCREENED VENT POSITIVE\ (AS PER CALCS.) sheet #: TEXTURED STUCCO FINISH ON 8" CONC. MASONRY BLOCK WALLS N u(3 fC 0'-0" FINSH SLAB ----•-----------.- K// LA SCALE 3/4" = 1'-0" PLUMMINC: NOTES A B 25614 O T HEAVY TEXTURED STUCCO O D OVER CONC. BLOCK AT "WATERTABLE" L.E +• ~ _0_0" FINISH SLAB_ LEFT SIDE ELEVATION SCALE: 1/4" = V-0" COMPOSITION SHINGGLES (TYP.) TEXTURED STUCCO OVER HEAVY TEXTURED STUCCO CONC. BLOCK OVER CONC. BLOCK AT "WATERTABLE" S'-0" T.0.5.3. .'••. ,_0„0".FINISH SLAB E . A RIGHT SIDE ELEVATION SCALE-, 1/4" : 17 No No_ 4320,r -'• ..® -U Ali; 12 41 R-19 (MIN-) INSULATION 1/2" DRYWALL ON Ix3 FURRING STRIPS ® ib" O.C. 1x2 FItRESTOP (8'-0" MAX VERTICAL HTJVOID) 8"x tb" CONCR�°BOND BEAP'I W/ C2) 5 ROD CONTINUOUS (PROVIDE 8"x8" PRE -CAST LINTELS a ALL OPENINGS d GROUT SOLID W/ GONG) Ix2 FfRESTOP (8'-0" MAX. VERTICAL HTJYOID) 1/2" DRYWALL ON 1x2 (P.T3- FURRING STRIPS i 24" O.C. W/ R-4.2 FI -FOIL INSULATION 4" CONCRETE SLAB AND MONCLIT141C FOOTING (SEE FOUNDATION PLAN) -IN GeNERAL, PLANS AND DIAGRAMS OF PLUMBING RUNS ARE SCHEMATIC AND SHOUL > NOT BE SCALED. COORDINATE AT SITE ALL PLUMBING WORK SO AS NOT TO CONFLICT IN LOCATION WITH OTHER WOW SHOULD CONFLICT ARISE, NOTIFY ARGHI IECI MATELY BEFOSE INSTALLING PIPING OR EQUIPMENT. -PROVIDE VALVES FOR DRANAGE OF WATER LINES PER SOUTHERN BUILDING CONGRESS STANDARD PLUMBING CODE. PROVIDE VALVES FOR NOT AND COLD WATER SUPPLY RISERS PER SOUTHERN PLUMBING BUILDING CONGRESS STANDARD PLUMBING CODE. -NSTALL PRESSURE REDUCNG VALVES AT WATER METER IF REQUIRED PER SOUTHERN BUILDING C w-MVESS PLUMBING CODE. -PLUMBER TO PROVIDE EXPANSION LOOPS N HOT WATER LINES. -PLUMBER TO VERIFY TIE-IN ELEVATIONS OF UTILITIES BEFORE SEGMING WORK, -PLiS'115M TO SUPPLY AND INSTALL LOOPS AT ALL PLU MBNG FIXTURES. -IF PVC SCHEDULE 40 PLASTIC PIPE IS USED, PROVIDE EXPANSION JOINT N ALL VERTICAL SOIL AND WASTE STACKS AS PER SOUTHERN BUILr>W CONGRESS PLUMBING CODE -PLUMBER TO DROP PfPNG WHERE REQUIRED TO CLEAR BEAMS, ETC. -ALL WATER CLOSETS, LAVATORY, SWOWERHEADB, URINALS, 4 SINKS TO COMPLY WITH PALM BEACH COUNTY .WATER COI °+ISMWATJON CORES ID PRESSUREJ ,�—A VED TRUSSES a 24" aG. SCHEDULE =GATIVE HABITAT for HUMANITY of S,P,B,C. j 1/2" DRYWALL ATTACHED To & SECTIONS POSITIVE\ �L 1x3 FUF�ING STRIPS s ib" O.0 FASTSN UJ/ f1)'10d RNG SH.AND sheet #: Delray Beach, FL 33483 NAIL • EACH INTERSECTION -46 +36 2x4 TOP PLATE ATTACHED W/ MCCA.RRON / ASSOC., Inc. AMD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 date: of: (ll 10d R.S NAI- TO EACH TRUSS OR -39 +36 (1) 10d RS. NAIL TO EACH Ix3 FURRING STRIP -44 +34 2x4 WOOD STUDS B 24" O.C. -37 +34 1/2" DRYWALL ATTACHED W/ APROSit G M DRYWALLSCREWS -40 +32 o 4 ro' JOINTS APPROVED BASE $flAi�3 AS SPEC BY BUILDER P.T. 2x4 NAILED W/ 2 1/2"A/8" HILT[ PWDR. DRVN. PINS a 16" oz. FINISH CONCRETE SLAB s so SCALE 3/4" = 1'-0" -1A REVISION 10/28/16 BUILDING DEPARTMENT COMMENTS Lot 4 Pregyterian Church Boynton Beach FL 1 till E Y -:B SINGLE FAMILY RESIDENCE HABITAT for HUMANITY of S,P,B,C. ELEVATIONS & SECTIONS plan #: 1211 -GR AGSTEN ENGINEERING, Inc. 3000 Florida Blvd. Suite 206 sheet #: Delray Beach, FL 33483 job #: 15C436 436 561 272- 5012 561 243- 6401 fax PE 43205 EB 8340 3 MCCA.RRON / ASSOC., Inc. AMD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 date: of: 561-997-0579 561-997-2438 (fax) 561-350-4364 mccarronassoc@attmet - www.mccarroninc.com 3 c C" LC 44'-0" { 12'-0" �_ 13'-4" 1 18'-8" 1 i' t•) P -3 U C) C) S 1' 2' -11 '-11 2, 12'-0" 18'-8" 44'-0" 13'--4" AGSTEN ENGINEERING INC TRUSS DRAWINGS THE REVIEW OF THESE DRAWINGS IS STRICTLY FOR TRUSS ORIENTATION AND POSITIONING THE COM - TRACTOR AND TRUSS FABRICATOR ARE RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS, BEARING HEIGHTS, FABRICATION AND ERECTION MEANS AND METHODS, AND THE SEQUENCING OF SAID FABRICATION AND ERECTION WITH ANY AND ALL OTHER APPLICABLE TRADES INVOLVED, INCLUDING MECHANICAL THE GENERAL REVIEW OF THESE DOCUMENTS DOES NOT RELIEVE THE GENERAL CONTRACTOR FROM HIS RESPONSIBILITY FOR CONSTRUCTION ACCORDING TO PERMIT DOCUMENTS AND AI_t APPLICABLE CODE REQUIREMENTS �cAPPROVED: NO EXCEPTIONS TAI ---N APPROVED WITH COMMENTS AS DOTED 0 REVISE AS NOTED; RESUBMIT 0 REJECTED; C.OMM.E.WTS AS NOTA. By. DATE , all II HURRICANE METAL STRAP II if ANCHOR EACH TRUSS (BY BLDR) 1)-6" (OVERHANG) TYPICAL� OVER HAN G L ------ --- i ry t (Simpson) or 1,_» -AHUS26 � HUS26 HUS28 _01 HUS28 Cil 0 THDH28-2 0 HHUS46 0 TND46 SUR/L26-2 (9) CJ1 2' i 5Z!l 2' 1'- (��j 6 2' IV" 2' 2' 1'-11>. 2' 2, 1' 1111„ 2' CJ 3 iD c1 0 0 u7 0 7) 7) to v M v D11G 2' 1p, 1 2' D 0CJ Cil 2' t 2' 7' 2' 1 CJ3 CJ3 2' 2' z CJ5A D9 CJ5 /it n 0 I B2G > > 2, D9 B 1 G 2, /C>4 > 2'-1 -A A B 2' A C8 2' 2' A . A C7 2, 2' A — C4 2 ' 2' I A C2 2' _- A c�i C1 O I 2, A 2 �. l tN 2, 4 D11A 8'-0" A 8'-0„ C1 CLG. 2' D1 CA N A C1 2' 2, A . . C1 A A tf ) N J A C1 2' ._ 2, 2' A 11'-61" "22' 2; 2� . 2�. 2' �. 2'. 2' •2, A 12,_1„ C3 2' A c rt- Q. Q r0 Q • N Q . 4--• Q Q Q . a Q .0 Q C5 2' A 2' A 2. 1 ;-111 1. 2' 2, C64 2' > > > 2' > > C9 2' I > 1'-11" C1 OG U J3A 5 CJ3 2'-2"' — 2' 2' — — -- — -- CJ1A D12G Cil S' � Ln U U yv S c0 J N 2' CJ 1 2' I in �, 11-41 1`- 1 1' _ 2 i' t•) P -3 U C) C) S 1' 2' -11 '-11 2, 12'-0" 18'-8" 44'-0" 13'--4" AGSTEN ENGINEERING INC TRUSS DRAWINGS THE REVIEW OF THESE DRAWINGS IS STRICTLY FOR TRUSS ORIENTATION AND POSITIONING THE COM - TRACTOR AND TRUSS FABRICATOR ARE RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS, BEARING HEIGHTS, FABRICATION AND ERECTION MEANS AND METHODS, AND THE SEQUENCING OF SAID FABRICATION AND ERECTION WITH ANY AND ALL OTHER APPLICABLE TRADES INVOLVED, INCLUDING MECHANICAL THE GENERAL REVIEW OF THESE DOCUMENTS DOES NOT RELIEVE THE GENERAL CONTRACTOR FROM HIS RESPONSIBILITY FOR CONSTRUCTION ACCORDING TO PERMIT DOCUMENTS AND AI_t APPLICABLE CODE REQUIREMENTS �cAPPROVED: NO EXCEPTIONS TAI ---N APPROVED WITH COMMENTS AS DOTED 0 REVISE AS NOTED; RESUBMIT 0 REJECTED; C.OMM.E.WTS AS NOTA. By. DATE , all II HURRICANE METAL STRAP II if ANCHOR EACH TRUSS (BY BLDR) 1)-6" (OVERHANG) TYPICAL� OVER HAN G L ------ --- i HANGERS ry t (Simpson) or HANGERS TO BE USEu (Simpson) or (Usp) -AHUS26 � HUS26 HUS28 HUS28 HGUS28-2 0 THDH28-2 0 HHUS46 0 TND46 SUR/L26-2 (9) SKH26R/L--2 ALL WALLS SHOWN ON THIS LAYOUT ARE TO DE LOAD BEARING 8S -T TRUSS BEARING HEIGHT SCHEDULE TEs YOUR SIGNATURE WILL ACKNOWLEDGE:: 1) AUTHORIZATION FOR FABRICATION. 2) VFRIFICA.TION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "SCSI -B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). I - NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. 4 IGNED TITLE DATE All spacing is 24' O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses, It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIDUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "BCSI--81 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRESSES- (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING EREC11ON TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low-rise)/C-C hbrid ;Ntnd ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :1M MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.33 Mean Roof Height :15'-00 066 M MeaWy Struct Eng X16051 2590 K. Kings Howay Tart Fierce, FL 34951 (772) 464-4160 N o -TE: I NV 5 .; 1 a £ Trusses shown on this layout are a component part cf the buildin S �.E M � and show truss location. Proper erection, tempora and( ¢ 7 g 772 464-4160 permanent bracing design are the responsibility of :fie building S®"� �g tE� designer or his engineer Lateral bracing shown on the individu I 'r COMPANIES, INC. truss drawings must be placed during the erection procedure 2590 Kings Highway, Fort Pierce, FL 34951 w« ,PE Z6- T— Job .aJob No:. 83310, ; 'E G FLol: 4 Block: for HUMANITY pY 4-q'S � Address: Presbyterian Church Lol 4 Presbyterian Church —339r t l t Boynton Beach, FL. l/4;)=1)-0" i 6 /3 /2016I Pl--1,--- ILI 0000*oZt 1 GleoS - WV 80.*t k - 860Z/80/90 - PXB-P, 10-7 Z t-6OWxO\00V0 7V&3N36W6fW8JMeieGVZ (prmovam v �M AVIMOG -40 lA#Od NVOf 73d) 669.3`0W '9ZOOe SWO Aff 03MOSW aw WOW SY A vm -10 lq5w lovp M Me+ X7VM 3L%aYW 3MMS-Ml G-WOdOYd 1 0 7 te Vef I J v (V I 9r43'+ 91 Q-) ba. I LoA '91C .0 LO C -C LU cic LO n W:t!No C6 N zz w c 4j: V) _t K- Q, C� N C:i :5 g In 4-- CR WN c� C-6 ,4 4Q, az Q c It Z: 3$ � 15 00 C.5 C -X. L -'J""* Oc LQ-- CN Cj CL L r -N ec BEE C tc2,, Al CU CT) a 0 U U c H U O U) a \ c D ca U co r a Cu eTr 0 66 0 L0 (NJ. 01 U W a. s m Q / a a� d' / (.0 m 1w C-) i C) cv / ci O U) (v CD/ a) m x / U) c cn T3 c U) c CD U O M m -MSCIRICAL 40141i4AC110M TO r.MSC 7`I TO 8OWMSFN OR I FiFdURSMR fB 1ELS-4CM..EQUfflIEW IN Z"ATIM -VOID C MATE ALL CONDUIT RUNS AND EcaNSTALr INSTALLATION WITH OnER TRADER TO schedule AVOID CONFI.IGT91'RiOR YO FA>9RiC.471OV, MSTALLATtON AND £RECTION.bath ELECTRICAL C4=W=OR TO VERIFY ALL OYAC UNTt C XOJECTI" Wm•+ HVAC CONTRACTOR PRIOR TO MSTALLATIOK -ALL r�, t'IETER CENTERS AND P002#4EGTS TO SE APPROVED eY FLORIDA PORER AND LiGHT. TILE FLOOR 'WEE AREAS 4"+x36" STEEL PTFE COL: FILLED W/ CONCRETE TILE DRAIN AND SPLASH TILE FULL AT SHOWER TILE AT TUBS (MIN. 70" HIGH) TEt 1/A°' BASE= i.AN t0� WERED SAFELY GLASS AT ALL BET ATH WAREAS (4) 1/2" 0x3"L. WEDGE ANCHORS INTO CONC. SLAB OF GARAGE " C SCALE: 1/2J1 - 1'-0" TO FRONT FLOODS \ 4 3 WAY SWITCH \ CLG FAAf OUTLET qp .-.... -_./ PH CLG FAN`` AN -------- OUTLET ��\l HB � /• WI 2211 OUTLET FOR ACCESS /- ' -I \ _ EXHAUST FAN/ ICROWAVE db CDE --- \ 1 ii RI ii ii } i I i i } ELEC. } PANEL } / O �' ` i - - - - - GFI WH1 1 \ O \ O C0160 + 122"x54" ALARM _ `j�,iATTiC OUTLET ACCESS I SWA-T. REL. OUTLET IN OUFANAXXW/ TLET \ \ ` D)SC\ / / J I \ \ -------------------I 0 R t 5 1 28 GARAGE lliALLS, DRS, ------ : I 4 A.H.U. DUCTS TO SP I GO/SD 3 3 PREWIRED Wp/GFl - VAULT CLCz. COMPLY IU/ F.B.C. '01, I t EsAR DOOR P k i W R 309 O`� OPENER _ 5-,1_ A11 31-411 _._.. GQ 7Z 7 2 ILL// V DB / TO REAR FLOODS `C14`A 25 SH C -.cA4 5 5N 3 WAY SWITCH _ I ;- 4 3 WAY SWITCH / WP/UFt ,� y • �i�ii�/#.fit _r *4 •fq It 8`-0" VOL. GL Cir 1 S' -O" VOL. CL(3., - CLG FANf TV ELEG. 9'0x1'0 O.H. DOOR \ • • i (2) 8" NON -#SEARING 101 aD m j \ - _... - - - - - �_ _ _ -. - / W/ 1271 BASE 4 6 BEA*- Cr ABOVE f -4- Ln#, C, 25 SH / ' 3`-81t S'-8" + �1_8a , 3' -all 2'-2" 91-01' 21_211 _ - • _ __ . _ . _ . - - . - . - . __ . _ . _ . _ . - . __ . _ . _ _ - AREA iw,I9�"t ..I .,IiRFL r/! �l 12'-0" i8'-811 44'-0" ' �+ t /� {{ T A.,i... moi. i+ L.. Ilr-.Cs- �.?�.. V plan #: 1211 -GR AGSTEN ENGINEERING Inc. 3000 Florida Blvd. Suite X06 Delray Beach, .FL, 33483 15fd AMP iPH. 3W, u5l230v 'FLUS CMCUNTED-IC A 1 job #= .... , � ... �. .. S61 272- 5012 561 243- 6401 fax PE 43205 EB 8340 ELECTRICAL SERVICE C4LCULATiON (E -ER SECTION 220-30 NE.G) 1 MCCARRON / ASSOC., Inc. AIBD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 CE fT 1r' 2,4 5;1 6,8 �It 10 12 13,15 14 16 ii 18 19-24 25 26 2129 € f'OLIR A.W.U.. / HEAT STRIP 2P/40A A/C SYSTEM CONDENSER 2P/30A RANGE 2P/SOA- WATER HEATER 2P/30A DRii=R 2P/30A WASHER -LAUNDRY iP/20A REFRIGERATOR IP/20A DGBNtUAS1�ER-013PC?SAL :(t�,IT,tIR1=1.2f'12¢tA SMALL APPLIANCES iP/20A SMALL APPLIANCES 1P/z0A GARAGE DR OPENER (FUTURE) 1PI15A SYS (PRE�WIRE) IP/i>;A 110454", ALA` TEM LiGHTS 4 RECEPTACLES 1Pi1 ,4 EXHAUST FAN IP/20A BATHROOM GSI IP/20A SPARES C> tiiti+2} $iZ� ". IL � •. „(Std KW) Al+'8 . (2.0 KtiU)" +10 1a0 KW +� 4.5 KW *10 5.O KW +1rd 1.5 KW +52 12 KW a ,1.2 Kul !�2 I.5 KW +12 15 KW �1z _S 9 KW «14 '12 KW I14 43 KW "f4 1:4 KW 012 1.5 Kw 012 -- .._... - ........ - :..R- .-Cr-- .N. W/ 150 AMP MAIN CIRCUIT BREAKER � � (�L ELECTRIC METER PO FLORIDA � M POWER < LIGHT • TRANSFORMER', (1) % CU GROUND 13Y FLORIDA POWER Lt Cxl IT IN 1 1/211 CONDUIT A.H1J..l. HEAT STRIP • 65ge. e : � 52 .KW_ FiRST 10.0 KW • 10090 = 100 KW REMAINDER • (.21-t x .40 _, iLt.KU! TOTAL COMPUTED LOAD 26+.3 KW ,.. ' KVS x 000 w - 1�.r, AMps = ....: 2ft0 VOLTS "'••.....•. •,.,,,.,:= PROVIDE 150 AMP SERViCe „ f3d +Ntfd T+ -{W -•CU IN .CONDUIT unless otherwisenoted CEILING HEIGHTS SHALL BE 9'-4" 1/2" (MIN.) SHEET ROCK WALLS AND CEILINGS E , <ER f2 WALLS TO BE 8" CONCRETE MASONRY UNITS WITH STUCCO FiNISH (SEE ELEVATIONS) 110 VOLT DIRECT 11ftE SMOKE t7ET1=CTOf�B INSULATION MUST COMPLY WITH F.B.C. 2014 AND ALL LOCAL CO!?E REQUIREMENTS 1 3/8" HOLLOW CORE INTERIOR DOORS (SEE FLOOR PLAN FOR SiZES 1 /4" SOLID CORE EXTERIOR DOORS ALL GLASS DOORS MUST COMPLY WITH FLORIDA BUILDING CODE; 2014 AND TEMPERED SAFETY GLASS ALL BATH AREAS ALUMINUM FR, ,ME SINGLE HUNG WINDOWS AT -8 --fl„ HEAD HEIGHT (TO BE IMPACT RESISTANT PRODUCTS ©R PROVIDE APPROVED S 51113 MEET ALL BEDROOM WINDOWS SHALL MEET EGRESS 20�,. M •,. REQUIREMENTS OF : IN. WIDTH, 24 ' MIN. HEIGHT, WITH MIN. OPENING AREA OF 5.7 SQUARE FEET AND SILL HEIGHT NOT TO EXCEED 44" ABOVE FINISH FLOOR ALL ANGLES 45 DEGREES DUPLEX REf,.EPTACLE . FLOOD LtC�Ns GROUND FAULT INDECATORUATER PROOF -[].TV TELEVISION OUTLET 230 VOLTS PH PHONE OUTLET ® SPECIAL OUTLET EXHAUST FAN ® -t) StUfTCi4 -� t,g POWER 13UTTON --d� 4 4 WAY SWITCH # --di 3 3 WAY SWITCH DOORBELL 0411"ES tNCANDESCENt LiCsHt /'a `: J V10KE DETECTOR CLG. MOUNT IIAN icCESSED LfCdIT MON U cA1 oN OXIDE/v1 tO} E GO/SD DETECTOR COMBO ALAi�t"i VAPOR PROS ' SWITCWED OUTLET X ,1L tGTtoN -so. i RECESSED LIGHT (EYEBALL .� /. �• FLOOR OUTLET 1� CEILING FAN (OUTLET ONLY) �A� F -_-I FLUORESCENT FIXTURE �/ �� E E .�i T J � A L NOTES -ALL OVMST mors FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKS M RATED WALL& T�&!ST �.t�TAL.1J14111.. �.'� fOR R18E n>r ONE.HOR� r.OzI87T'iuOTiOv. -,L 0ATHROOM AND r OUMM TO 06 GEJ. TYM -ALL OM34W8-REGOSED 15Y ELLR tcAt-CONT�eACTOR TO 06 -CLOSED ra 1ATM4 t ISR AND FPI RATED BY ELECTRICAL CONTRACTOR ...rHarraa:Ataant+TsaaOu�.�u�Ietala.00tz_u�u�eac�•Nrn�o. WALL TEMPRO � 56" APR T�JACKS 12*AF LIGt�T swlTCR� 4$• AP RECEPTACLrz6ION JA 12^ AFF. TE,LEViSIC9±R JACR!C& R�tl AFS. RECEPTACLES * MANS 481 APF su5TERI• AiN .FEED TO • zmm SOLID CU. GROUND To t=ouN>� � rION ,1 REBAR 4 (2) 5/8 DRIVEN EsALVMIZED 720D8 +� S t S C T IRI C A L R i S � ,R 0 4 � * * A NTS .. _. .. -.-. ........ ....... TOTAL LOAD CIUIT4-iOi,�T i-iV,�C) 3�� GENERAL LIGHTING CALL. FOR 1413 SP. x 3 WATTS/SQ Ft. = 43 KW -MSCIRICAL 40141i4AC110M TO r.MSC 7`I TO 8OWMSFN OR I FiFdURSMR fB 1ELS-4CM..EQUfflIEW IN Z"ATIM -VOID C MATE ALL CONDUIT RUNS AND EcaNSTALr INSTALLATION WITH OnER TRADER TO schedule AVOID CONFI.IGT91'RiOR YO FA>9RiC.471OV, MSTALLATtON AND £RECTION.bath ELECTRICAL C4=W=OR TO VERIFY ALL OYAC UNTt C XOJECTI" Wm•+ HVAC CONTRACTOR PRIOR TO MSTALLATIOK -ALL r�, t'IETER CENTERS AND P002#4EGTS TO SE APPROVED eY FLORIDA PORER AND LiGHT. TILE FLOOR 'WEE AREAS 4"+x36" STEEL PTFE COL: FILLED W/ CONCRETE TILE DRAIN AND SPLASH TILE FULL AT SHOWER TILE AT TUBS (MIN. 70" HIGH) TEt 1/A°' BASE= i.AN t0� WERED SAFELY GLASS AT ALL BET ATH WAREAS (4) 1/2" 0x3"L. WEDGE ANCHORS INTO CONC. SLAB OF GARAGE " C SCALE: 1/2J1 - 1'-0" TO FRONT FLOODS \ 4 3 WAY SWITCH \ CLG FAAf OUTLET qp .-.... -_./ PH CLG FAN`` AN -------- OUTLET ��\l HB � /• WI 2211 OUTLET FOR ACCESS /- ' -I \ _ EXHAUST FAN/ ICROWAVE db CDE --- \ 1 ii RI ii ii } i I i i } ELEC. } PANEL } / O �' ` i - - - - - GFI WH1 1 \ O \ O C0160 + 122"x54" ALARM _ `j�,iATTiC OUTLET ACCESS I SWA-T. REL. OUTLET IN OUFANAXXW/ TLET \ \ ` D)SC\ / / J I \ \ -------------------I 0 R t 5 1 28 GARAGE lliALLS, DRS, ------ : I 4 A.H.U. DUCTS TO SP I GO/SD 3 3 PREWIRED Wp/GFl - VAULT CLCz. COMPLY IU/ F.B.C. '01, I t EsAR DOOR P k i W R 309 O`� OPENER _ 5-,1_ A11 31-411 _._.. GQ 7Z 7 2 ILL// V DB / TO REAR FLOODS `C14`A 25 SH C -.cA4 5 5N 3 WAY SWITCH _ I ;- 4 3 WAY SWITCH / WP/UFt ,� y • �i�ii�/#.fit _r *4 •fq It 8`-0" VOL. GL Cir 1 S' -O" VOL. CL(3., - CLG FANf TV ELEG. 9'0x1'0 O.H. DOOR \ • • i (2) 8" NON -#SEARING 101 aD m j \ - _... - - - - - �_ _ _ -. - / W/ 1271 BASE 4 6 BEA*- Cr ABOVE f -4- Ln#, C, 25 SH / ' 3`-81t S'-8" + �1_8a , 3' -all 2'-2" 91-01' 21_211 _ - • _ __ . _ . _ . - - . - . - . __ . _ . _ . _ . - . __ . _ . _ _ - AREA iw,I9�"t ..I .,IiRFL r/! �l 12'-0" i8'-811 44'-0" a s 5 FRAME AsSTR Lkl� �L R RA CSD. OPNG. PER DETAIL SHt 3 • _._._._._._...................... ......................................... fN0 FTG.I2ECIDa APPLIANCE BOL LARD I- - - - - 1 (SEE. DETAIL AB OVE) q ( 22"x54" ATTiCI n� L-- � ¢ A" t1 " 3 13 .. Q ELECTRICAL PLAN NOTE 1: ALL ELECTRICAL REC,2 1R1=-MEtQTB TO COMPLYN.E.C. W/ N 2008 SCALE: 1/4" 1'-0° NOTE 2: ALL SMOKE DETECTORS SHALL BE HARD WIRED 1IOV 41/13ATTERY BACK-UP 4 INTERCONNECTED, TO BE AHEAD OF ALL SWTCHES 4 SHALL BE CONNECTED TO.BATH RM.OR.Ki cHEN.LIC-44TNG CIRCUIT NOTE 3: ALL EXTERIOR DOORS AND WINDOWS TO BE "PRE-WIRID" FOR FUTURE ALARM SENSORS LIVING: 1413 SF GARAGE: 302 SF GOY. PORGI-4: 100 SF GOBI. PATO: 54 5F TOTAL: 1809 SF 441-0" 1-0". FLOOR FLAW SCALE: 1/4" s 11_0" \0%I 4tlllIfill `'s��o� •��cENsLc • �`j! _ r No. 4 Y ` GENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW THE "FLORIDA BUILDING CODE 2014" AS ADOPTED BY THE CRY OF 13OWON BEACH _AS. -APPLICABLE AND ALL APPLaCA LE AMENDME44M 2. BUILDER SHALL CO ORDINVE ALL THE WORK OF ALL' TRADES 3 BUILDER SHALL VEIRIFY•ALL DIMENSIONS AND`CONDITIONS AT JOBSITE PRIOR TO STARTING ANY WORK AND NOTIFY DESIGNER/ENGINEER IN WRITING IMMEDIATELY OR THE BUILDER SMALL ACCEPT FULL RESPONSiBILITY FOR ANY ERRORS OR OMISSIONS DO NOT SCALE DRAWINGS. 4. SUBMIT MiNIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. 5. "THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE CONTRACTOR SHALL FAMILIARIZE HiMSELF WITH THE GOVERNING CODE. ITS ENTIRETY AND BUiLD IN ACCORDANCE WiTH ALL PROVISIONS OF THiS CODE WHiCH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES 6 BUILDER RESERVES THE RIGHT TO SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN 'ITEMS SPECIFIED ON THESE DRAWINGS WITHOUT ANY PRIOR N0710E. ITEMS WHICH , WHEN SUBSITTUT£D REQUIRE APPROVAL OF THE BUILDING OFFICIAL WILL BE SUBMITTED TO THE ,.BUILDING OFFTC1AL. 7. BUILDER iS IRESPONSiBLE FOR ADEQUATE BRACING QF S7TRUCTiIRAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE SECTION 502.4. 11. TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEiR ROOF TRUSS DESIGN FOR APPROVAL INCLUDING TW0 (2) COPIES FOR DESIGNERS' !REVIEW PRIOR TO FABRICATION. 12. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. CO-OROMTE LOCATIONS WITH BUILDER PRIOR TO FABRiCA77ON AND INDICATE ON TRUSS DRAWINGS 13. DESIGNER/ENGINEER ACCEPTS NO RESPONSIBILi7Y FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS VN77L REVIEW OF APPROVED TRUSS DRAWINGS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER 15. ALL INTERIOR LOAD SEARING PARTMONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH STUD, AS PER CODE. I& CONCRETE SHALL CONFORM TO ASTM C94 AND SHALL HAVE 3000 .PSI COMPRESSIVE STRENGTH IN 28 DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE' WORK SHALL BE IN ACCORDANCE KITH AG 318 AND ACi 301. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 531. 1''m = 15DO psi. 17. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER - 3/4' BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE - 2' UNFORMED CONCRETE BELOW GRADE - 3- 1& REINFORCING STEEL GRADE 60 (FY=60.000) ASTM A615 St. _ 19. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRAC77CE FOR DETAILING REINFORCED CONCRETE CONSTRUC77ON AS PUBLISHED BY THE CONCRETE R'EINFORLYNG STEEL INSTITUTE UNLESS NOTED OTHERWISE 20. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE 21. ADEQUATE VER77CAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. 22. CONCRETE BEAM SiZES MAY INCREASED (8' MAX) AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT BLOCK COURSING DROP BOT. OF 71E BEAM AS REQUIRED AT WiNDOW AND DOOR BEAMS (28" MAX) AND ADD 2-#5 BOTTOM IF DROP EXCEEDS 8'. 23. DOWEL COLUMN AND WALL REINFORCING TO F0077NG WiTH SAME SIZE AND NUMBER OF DOWELS AS VER71CAL BARS ABOVE 24. VER17CAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VER77CAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONT. CELL. 25. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH UFT OVER 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING:. 26. REINFORCING STEEL .SHALL BE LAPPED 40 BAR DIA MiN. WHERE SPLICED AND SHALL BE WIRED TOGE7HER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE LAP 48 BAR DIA. MIN 27. STRUCTURAL WOOD AND 71MBER FRAMING SHALL CONFORM TO THE "TIMBER CONSIRS UC77ON MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF 77MBER CONSTRUCTION 28. ALL WOOD iN CONTACT WITH MASONRY, OR CONCRETE SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEUDV77TOUS MATERIALS AND THE WOOD AS PER CODE 29. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE 30. HEADERS FOR FRAMED OPENINGS GREATER THAN 6''-0 MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER (UNLESS NOTED 07HERWiSE) 31. ALL HEADERS OVER DOORS AND WINDOWS TO BE 2 OR 3-2X12'S (FDR WOOD FRAME CONSIRUC71ON DEPENDING ON ALL WALL THICKNESS). 32 DIMENSION LUMBER FOR HEADERS AND COLUMNS SHALL BE SOUTHERN PINE. NO 2 OR BETTER OR SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 _ PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI ff HORIZONTAL 0E -AR AND SHALL tIAvE A iI�ODULUS ftASTlCIfI' OF i60Q tCSI t9R BEfTfR AS DETERMINED BY AN APPROVED LUOER GRADING AGEAZZ.- -- -- - 33. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICARON ;FOR THE _ _ - - - DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR. BUILDINGS" 1980 EDITION. MATERIALS SHALL CONFORM Tg-a; _ APPLICABLE ASTM SPECIFICATION AS FOLLOWS: = SHAPES, PLATES, ANCHOR BOLTS - A 36 _ MACHINE BOLTS , A 325 TUBULAR - A500 A GRADE 8 (46 KSI) " ------- 34. WELDED CONSTRUCTON SHALL CONFORM TO THE AMERICAN wauw SOCIETY _ "STRUCTURAL WELDING CODE* ELECTRODES FOR FlELO A-IDSt'.S'' WELDS v y y SHALL BE AWS. A5.1 E70XX ------ 35 ___-_35. SEE FOUNDA71ON NOTES AND FRAMING NOTES FOR MORE lLll=fr: -ON THESE - -- - - - ITEM. Lot 4 -Presbyterian Church ton Beach FL n-3, IL.Off§bffR5� HABITAT for HUMANITY of S.P.-B.C. SLOOP & ELEC, PLANS plan #: 1211 -GR AGSTEN ENGINEERING Inc. 3000 Florida Blvd. Suite X06 Delray Beach, .FL, 33483 sheet #: 2 job #= EGRESS S61 272- 5012 561 243- 6401 fax PE 43205 EB 8340 1 MCCARRON / ASSOC., Inc. AIBD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 .§ate: of: �} 562-997-0579 561-997-2438{fax} 561-350-4364 mccarronassoc@attmet - www.mccarroninexoRtn i I ' 1 , ' 8'-0" VOL. CLG. l 3>; st+ 1 I EGREss 1 i i 0 � Y � r- • * S? , j , LA � I Q � mill i�� i�.!•e:.;✓ - • n • @ii V T01 -all 1 V t FtArH N t 1 • = ! T it -0" 4" 31_4" � �+ ////�� 8" ✓'-,V" 11 191_/)1" !!44 ---------•----- -' _ ...........WG,, • • PATIr • N m !�?iTiti*.�?�tiTi�it�?�Ti�i� a ` 8'-0" VOL.. Gl. /�/ _ _ �. 870" VOL. CLCx. @ • aim --, ------ Lp C14 R 4 8 X 3 $ f1 TUB ww -N EN DR. 124• SH • `t • _ • •• TUC LA �, • � ---• � - /--_ _� 4'-4,1---_4"L, otu - -I , ,t " id ATTIC) g x ' ACCESS j ami - 1 4'0 1 -F 131-51, 4" c,t 3 - 1, 11 i II 14 CI 3 -8 4 11 8 Q I y a s 5 FRAME AsSTR Lkl� �L R RA CSD. OPNG. PER DETAIL SHt 3 • _._._._._._...................... ......................................... fN0 FTG.I2ECIDa APPLIANCE BOL LARD I- - - - - 1 (SEE. DETAIL AB OVE) q ( 22"x54" ATTiCI n� L-- � ¢ A" t1 " 3 13 .. Q ELECTRICAL PLAN NOTE 1: ALL ELECTRICAL REC,2 1R1=-MEtQTB TO COMPLYN.E.C. W/ N 2008 SCALE: 1/4" 1'-0° NOTE 2: ALL SMOKE DETECTORS SHALL BE HARD WIRED 1IOV 41/13ATTERY BACK-UP 4 INTERCONNECTED, TO BE AHEAD OF ALL SWTCHES 4 SHALL BE CONNECTED TO.BATH RM.OR.Ki cHEN.LIC-44TNG CIRCUIT NOTE 3: ALL EXTERIOR DOORS AND WINDOWS TO BE "PRE-WIRID" FOR FUTURE ALARM SENSORS LIVING: 1413 SF GARAGE: 302 SF GOY. PORGI-4: 100 SF GOBI. PATO: 54 5F TOTAL: 1809 SF 441-0" 1-0". FLOOR FLAW SCALE: 1/4" s 11_0" \0%I 4tlllIfill `'s��o� •��cENsLc • �`j! _ r No. 4 Y ` GENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW THE "FLORIDA BUILDING CODE 2014" AS ADOPTED BY THE CRY OF 13OWON BEACH _AS. -APPLICABLE AND ALL APPLaCA LE AMENDME44M 2. BUILDER SHALL CO ORDINVE ALL THE WORK OF ALL' TRADES 3 BUILDER SHALL VEIRIFY•ALL DIMENSIONS AND`CONDITIONS AT JOBSITE PRIOR TO STARTING ANY WORK AND NOTIFY DESIGNER/ENGINEER IN WRITING IMMEDIATELY OR THE BUILDER SMALL ACCEPT FULL RESPONSiBILITY FOR ANY ERRORS OR OMISSIONS DO NOT SCALE DRAWINGS. 4. SUBMIT MiNIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. 5. "THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE CONTRACTOR SHALL FAMILIARIZE HiMSELF WITH THE GOVERNING CODE. ITS ENTIRETY AND BUiLD IN ACCORDANCE WiTH ALL PROVISIONS OF THiS CODE WHiCH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES 6 BUILDER RESERVES THE RIGHT TO SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN 'ITEMS SPECIFIED ON THESE DRAWINGS WITHOUT ANY PRIOR N0710E. ITEMS WHICH , WHEN SUBSITTUT£D REQUIRE APPROVAL OF THE BUILDING OFFICIAL WILL BE SUBMITTED TO THE ,.BUILDING OFFTC1AL. 7. BUILDER iS IRESPONSiBLE FOR ADEQUATE BRACING QF S7TRUCTiIRAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE SECTION 502.4. 11. TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEiR ROOF TRUSS DESIGN FOR APPROVAL INCLUDING TW0 (2) COPIES FOR DESIGNERS' !REVIEW PRIOR TO FABRICATION. 12. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. CO-OROMTE LOCATIONS WITH BUILDER PRIOR TO FABRiCA77ON AND INDICATE ON TRUSS DRAWINGS 13. DESIGNER/ENGINEER ACCEPTS NO RESPONSIBILi7Y FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS VN77L REVIEW OF APPROVED TRUSS DRAWINGS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER 15. ALL INTERIOR LOAD SEARING PARTMONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH STUD, AS PER CODE. I& CONCRETE SHALL CONFORM TO ASTM C94 AND SHALL HAVE 3000 .PSI COMPRESSIVE STRENGTH IN 28 DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE' WORK SHALL BE IN ACCORDANCE KITH AG 318 AND ACi 301. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 531. 1''m = 15DO psi. 17. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER - 3/4' BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE - 2' UNFORMED CONCRETE BELOW GRADE - 3- 1& REINFORCING STEEL GRADE 60 (FY=60.000) ASTM A615 St. _ 19. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRAC77CE FOR DETAILING REINFORCED CONCRETE CONSTRUC77ON AS PUBLISHED BY THE CONCRETE R'EINFORLYNG STEEL INSTITUTE UNLESS NOTED OTHERWISE 20. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE 21. ADEQUATE VER77CAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. 22. CONCRETE BEAM SiZES MAY INCREASED (8' MAX) AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT BLOCK COURSING DROP BOT. OF 71E BEAM AS REQUIRED AT WiNDOW AND DOOR BEAMS (28" MAX) AND ADD 2-#5 BOTTOM IF DROP EXCEEDS 8'. 23. DOWEL COLUMN AND WALL REINFORCING TO F0077NG WiTH SAME SIZE AND NUMBER OF DOWELS AS VER71CAL BARS ABOVE 24. VER17CAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VER77CAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONT. CELL. 25. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH UFT OVER 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING:. 26. REINFORCING STEEL .SHALL BE LAPPED 40 BAR DIA MiN. WHERE SPLICED AND SHALL BE WIRED TOGE7HER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE LAP 48 BAR DIA. MIN 27. STRUCTURAL WOOD AND 71MBER FRAMING SHALL CONFORM TO THE "TIMBER CONSIRS UC77ON MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF 77MBER CONSTRUCTION 28. ALL WOOD iN CONTACT WITH MASONRY, OR CONCRETE SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEUDV77TOUS MATERIALS AND THE WOOD AS PER CODE 29. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE 30. HEADERS FOR FRAMED OPENINGS GREATER THAN 6''-0 MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER (UNLESS NOTED 07HERWiSE) 31. ALL HEADERS OVER DOORS AND WINDOWS TO BE 2 OR 3-2X12'S (FDR WOOD FRAME CONSIRUC71ON DEPENDING ON ALL WALL THICKNESS). 32 DIMENSION LUMBER FOR HEADERS AND COLUMNS SHALL BE SOUTHERN PINE. NO 2 OR BETTER OR SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 _ PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI ff HORIZONTAL 0E -AR AND SHALL tIAvE A iI�ODULUS ftASTlCIfI' OF i60Q tCSI t9R BEfTfR AS DETERMINED BY AN APPROVED LUOER GRADING AGEAZZ.- -- -- - 33. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICARON ;FOR THE _ _ - - - DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR. BUILDINGS" 1980 EDITION. MATERIALS SHALL CONFORM Tg-a; _ APPLICABLE ASTM SPECIFICATION AS FOLLOWS: = SHAPES, PLATES, ANCHOR BOLTS - A 36 _ MACHINE BOLTS , A 325 TUBULAR - A500 A GRADE 8 (46 KSI) " ------- 34. WELDED CONSTRUCTON SHALL CONFORM TO THE AMERICAN wauw SOCIETY _ "STRUCTURAL WELDING CODE* ELECTRODES FOR FlELO A-IDSt'.S'' WELDS v y y SHALL BE AWS. A5.1 E70XX ------ 35 ___-_35. SEE FOUNDA71ON NOTES AND FRAMING NOTES FOR MORE lLll=fr: -ON THESE - -- - - - ITEM. Lot 4 -Presbyterian Church ton Beach FL n-3, IL.Off§bffR5� HABITAT for HUMANITY of S.P.-B.C. SLOOP & ELEC, PLANS plan #: 1211 -GR AGSTEN ENGINEERING Inc. 3000 Florida Blvd. Suite X06 Delray Beach, .FL, 33483 sheet #: 2 job #= SC -436 S61 272- 5012 561 243- 6401 fax PE 43205 EB 8340 1 MCCARRON / ASSOC., Inc. AIBD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 .§ate: of: �} 562-997-0579 561-997-2438{fax} 561-350-4364 mccarronassoc@attmet - www.mccarroninexoRtn 1 , � ` � mill i�� i�.!•e:.;✓ - I' ✓: N • = ! T !�?iTiti*.�?�tiTi�it�?�Ti�i� a ` aim ww a s 5 FRAME AsSTR Lkl� �L R RA CSD. OPNG. PER DETAIL SHt 3 • _._._._._._...................... ......................................... fN0 FTG.I2ECIDa APPLIANCE BOL LARD I- - - - - 1 (SEE. DETAIL AB OVE) q ( 22"x54" ATTiCI n� L-- � ¢ A" t1 " 3 13 .. Q ELECTRICAL PLAN NOTE 1: ALL ELECTRICAL REC,2 1R1=-MEtQTB TO COMPLYN.E.C. W/ N 2008 SCALE: 1/4" 1'-0° NOTE 2: ALL SMOKE DETECTORS SHALL BE HARD WIRED 1IOV 41/13ATTERY BACK-UP 4 INTERCONNECTED, TO BE AHEAD OF ALL SWTCHES 4 SHALL BE CONNECTED TO.BATH RM.OR.Ki cHEN.LIC-44TNG CIRCUIT NOTE 3: ALL EXTERIOR DOORS AND WINDOWS TO BE "PRE-WIRID" FOR FUTURE ALARM SENSORS LIVING: 1413 SF GARAGE: 302 SF GOY. PORGI-4: 100 SF GOBI. PATO: 54 5F TOTAL: 1809 SF 441-0" 1-0". FLOOR FLAW SCALE: 1/4" s 11_0" \0%I 4tlllIfill `'s��o� •��cENsLc • �`j! _ r No. 4 Y ` GENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW THE "FLORIDA BUILDING CODE 2014" AS ADOPTED BY THE CRY OF 13OWON BEACH _AS. -APPLICABLE AND ALL APPLaCA LE AMENDME44M 2. BUILDER SHALL CO ORDINVE ALL THE WORK OF ALL' TRADES 3 BUILDER SHALL VEIRIFY•ALL DIMENSIONS AND`CONDITIONS AT JOBSITE PRIOR TO STARTING ANY WORK AND NOTIFY DESIGNER/ENGINEER IN WRITING IMMEDIATELY OR THE BUILDER SMALL ACCEPT FULL RESPONSiBILITY FOR ANY ERRORS OR OMISSIONS DO NOT SCALE DRAWINGS. 4. SUBMIT MiNIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. 5. "THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE CONTRACTOR SHALL FAMILIARIZE HiMSELF WITH THE GOVERNING CODE. ITS ENTIRETY AND BUiLD IN ACCORDANCE WiTH ALL PROVISIONS OF THiS CODE WHiCH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES 6 BUILDER RESERVES THE RIGHT TO SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN 'ITEMS SPECIFIED ON THESE DRAWINGS WITHOUT ANY PRIOR N0710E. ITEMS WHICH , WHEN SUBSITTUT£D REQUIRE APPROVAL OF THE BUILDING OFFICIAL WILL BE SUBMITTED TO THE ,.BUILDING OFFTC1AL. 7. BUILDER iS IRESPONSiBLE FOR ADEQUATE BRACING QF S7TRUCTiIRAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE SECTION 502.4. 11. TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEiR ROOF TRUSS DESIGN FOR APPROVAL INCLUDING TW0 (2) COPIES FOR DESIGNERS' !REVIEW PRIOR TO FABRICATION. 12. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. CO-OROMTE LOCATIONS WITH BUILDER PRIOR TO FABRiCA77ON AND INDICATE ON TRUSS DRAWINGS 13. DESIGNER/ENGINEER ACCEPTS NO RESPONSIBILi7Y FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS VN77L REVIEW OF APPROVED TRUSS DRAWINGS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER 15. ALL INTERIOR LOAD SEARING PARTMONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH STUD, AS PER CODE. I& CONCRETE SHALL CONFORM TO ASTM C94 AND SHALL HAVE 3000 .PSI COMPRESSIVE STRENGTH IN 28 DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE' WORK SHALL BE IN ACCORDANCE KITH AG 318 AND ACi 301. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 531. 1''m = 15DO psi. 17. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER - 3/4' BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE - 2' UNFORMED CONCRETE BELOW GRADE - 3- 1& REINFORCING STEEL GRADE 60 (FY=60.000) ASTM A615 St. _ 19. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRAC77CE FOR DETAILING REINFORCED CONCRETE CONSTRUC77ON AS PUBLISHED BY THE CONCRETE R'EINFORLYNG STEEL INSTITUTE UNLESS NOTED OTHERWISE 20. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE 21. ADEQUATE VER77CAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. 22. CONCRETE BEAM SiZES MAY INCREASED (8' MAX) AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT BLOCK COURSING DROP BOT. OF 71E BEAM AS REQUIRED AT WiNDOW AND DOOR BEAMS (28" MAX) AND ADD 2-#5 BOTTOM IF DROP EXCEEDS 8'. 23. DOWEL COLUMN AND WALL REINFORCING TO F0077NG WiTH SAME SIZE AND NUMBER OF DOWELS AS VER71CAL BARS ABOVE 24. VER17CAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VER77CAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONT. CELL. 25. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH UFT OVER 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING:. 26. REINFORCING STEEL .SHALL BE LAPPED 40 BAR DIA MiN. WHERE SPLICED AND SHALL BE WIRED TOGE7HER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE LAP 48 BAR DIA. MIN 27. STRUCTURAL WOOD AND 71MBER FRAMING SHALL CONFORM TO THE "TIMBER CONSIRS UC77ON MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF 77MBER CONSTRUCTION 28. ALL WOOD iN CONTACT WITH MASONRY, OR CONCRETE SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEUDV77TOUS MATERIALS AND THE WOOD AS PER CODE 29. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE 30. HEADERS FOR FRAMED OPENINGS GREATER THAN 6''-0 MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER (UNLESS NOTED 07HERWiSE) 31. ALL HEADERS OVER DOORS AND WINDOWS TO BE 2 OR 3-2X12'S (FDR WOOD FRAME CONSIRUC71ON DEPENDING ON ALL WALL THICKNESS). 32 DIMENSION LUMBER FOR HEADERS AND COLUMNS SHALL BE SOUTHERN PINE. NO 2 OR BETTER OR SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 _ PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI ff HORIZONTAL 0E -AR AND SHALL tIAvE A iI�ODULUS ftASTlCIfI' OF i60Q tCSI t9R BEfTfR AS DETERMINED BY AN APPROVED LUOER GRADING AGEAZZ.- -- -- - 33. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICARON ;FOR THE _ _ - - - DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR. BUILDINGS" 1980 EDITION. MATERIALS SHALL CONFORM Tg-a; _ APPLICABLE ASTM SPECIFICATION AS FOLLOWS: = SHAPES, PLATES, ANCHOR BOLTS - A 36 _ MACHINE BOLTS , A 325 TUBULAR - A500 A GRADE 8 (46 KSI) " ------- 34. WELDED CONSTRUCTON SHALL CONFORM TO THE AMERICAN wauw SOCIETY _ "STRUCTURAL WELDING CODE* ELECTRODES FOR FlELO A-IDSt'.S'' WELDS v y y SHALL BE AWS. A5.1 E70XX ------ 35 ___-_35. SEE FOUNDA71ON NOTES AND FRAMING NOTES FOR MORE lLll=fr: -ON THESE - -- - - - ITEM. Lot 4 -Presbyterian Church ton Beach FL n-3, IL.Off§bffR5� HABITAT for HUMANITY of S.P.-B.C. SLOOP & ELEC, PLANS plan #: 1211 -GR AGSTEN ENGINEERING Inc. 3000 Florida Blvd. Suite X06 Delray Beach, .FL, 33483 sheet #: 2 job #= SC -436 S61 272- 5012 561 243- 6401 fax PE 43205 EB 8340 1 MCCARRON / ASSOC., Inc. AIBD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 .§ate: of: �} 562-997-0579 561-997-2438{fax} 561-350-4364 mccarronassoc@attmet - www.mccarroninexoRtn y \ fit 1\0