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DRAWINGSLO v m Cu a.U) i Q CD CD 0 v Q 0 CL a) X m c a) c co C: a� U O Cl U 1 .9 n n (7), fp- gf--� I 3545 L. L 0 IVE SITE FLAN 45. -ALE- III' Proposed Addition for: DANNA PETRONELLI & TOM GODDARD ENER NATES: 1. CONSTRUC71ON SHALL FOLLOW VSTNG FLORIDA BUILDING CODE; 2010" AS ADOPTED BY THE CITY OF BOYNTON BEACH AS APPLICABLE AND ALL APPLICABLE AMENDMENTS. 2. BUILDER SHALL CO-ORDINATE ALL THE WORK OF ALL TRADES 3. BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSI7E PRIOR TO STARTING ANY WORK AND NOTIFY DESIGNER/ENGINEER IN WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS DO NOT SCALE DRAWINGS. 4. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. S 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 N 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 SUBSTITUTED REQUIRE APPROVAL OF THE BUILDING OFFICIAL WILL BE SUBMITTED TO THE BUILDING OFFICIAL. 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUC710N. 8. CABINET SUPPUER TO PROVIDE SHOP DRAWINGS 70 THE BUILDER 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. 10. ALL WINDOWS AND DOORS SHAD. 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 TWO (2) COPIES FOR DESIGNERS' REVIEW PRIOR TO FABRICATION. 12. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC MU AND MISC. EQUIPMENT. CO-ORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS DRAWINGS 13. DESIGNER1ENG1NEE1? ACCEPTS NO RESPONS181LITY FOR STRUCTURAL BEAMS, COLUMNS, AND F007INGS UN71L REVIEW OF APPROVED TRUSS DRAWINGS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER? 15. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH STUD, AS PER CODE. i6 CONCRETE SHALL CONFORM TD ASTM C94-83 AND SHALL HAVE 2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-83 AND ACI 301-84. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 531-79. 17. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER- 3f4' BEAMS AND COLUMNS - 1 1/2° FORMED CONCRETE BELOW GRADE - 2" UNFORMED CONCRETE BELOW GRADE - 3" 18. REINFORCING STEEL: GRADE 60 (FY 60 000) ASTM A615-82 S1. 19. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACT'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSi7TilTE UNLESS N07ED OTHERWISE 20. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF STANDARD PRAC77CE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY 771E CONCRETE REINFORCING STEEL. INSTITUTE UNLESS NOTED OTHERWISE 21. ADEQUATE VER17CAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING C0NS7RUC71ON. 22. CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) AS REQUIRED FOR ARCHITECTURAL DETAILS OR 70 FIT BLOCK COARSING, DROP BOT. Of. 71E BEAM AS REQUIRED AT WINDOW AND DOOR BEAMS (28' MAX.) AND ADD 2-15 BARS BOTTOM IF DROP EXCEEDS 8'. 23 DOWELS COLUMN AND WALL REINFORCING TO F0077NG WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 24. VER'17CAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL. AUGNMENT 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'-O' HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING 26 REINFORCING STEEL SHALL BE LAPPED 30 BAR DIA. MIN: WHERE SPLICED AND SHALL BE WIRED TOGETHER. 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 SHAD. CONFORM TO THE "17MBER CONSTRUCTION MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 28. ALL WOOD N CONTACT WITH MASONRY, OR CONCRETE SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMEN17TOUS MATERIALS AND THE WOOD AS PER CODE 29. BBILDER SHALL BE RESPONSIBLE FOR PROWDING ADEQUATE MCING AND RIDGING USED DURING EREC O OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE 30. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-O" MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) 31. ALL HEADERS OVER DOORS AND WINDOWS TO BE 2 OR 3-2X 12 S (FOR WOOD FRAME CONS7RUC71ON 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 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KS1 OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 33. STRUCTURAL STEEL SHALL CONFORM TO THE AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 1980 EDITION. MATERLALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICA71ON AS FOLLOWS: SHAPES, PLATES, ANCHOR BOLTS - A 36-81 A MACHINE BOLTS - A 325-83 C TUBULAR - A500-82 A GRADE B (46 KSO 34. *ELDED CONSTRUCTION IETY 'STRUCTURAL WELDING CODS. CONFORM ELECTRODES THE FOR FIELD AND RICAN SHOP NG LDS SHALL BE A.W.S. A5.1 E74XX. 35. SEE FOUNDATION NOTES AND FRAMING NOTES FOR MORE INFO ON THESE ITEM. :1 AL. r%wwl / iV1lq %age S_ I nk Drive_ Boynton Beach, F1 for: PETRONELLI & GODDARD SITE PIAN & GENERAL NOTES pian #: 526 AGSTEN ENG�EPJNG, Inc. 3000 Florida Blvd. Suite 206 Delray Beach, F'L. 33483 561 272- 5012 561 243- 6401 fax PE 43205 EB 8340 sheet #: job #: 1'4''x`01 McCARRON / ASSOC., Inc. AIBD/FRDA - 638 EDDY ST., BOCA RATAN, FL 33487 561-997-0579 -/_ :5 J-35043-6-4 mccarronassoc@attme x -°q ` r , of: date. 2"IA5 r cv 0 clu U) C- CL 0 W rn Q C _ O C- C- CC) - C - 0 C-3 L0 co Cu d- r�: v cri r� N .0 CL) LLC- cn •a r Cn I A 0 CD i r -- (D v O N 0 o Y U) dt rD t.. EL X cn CD U) c ca C13 0 0 i 3x8 WOOD RAFTER ® 32" O.C. (FLAT OR PITCHED) 5/8" DIA. LAG SCREW COUNTERSUNK THRU WD. RAFTER W/ 2" DIA. WASHER & 5" PENETRATION INTO WD. BEAM BELOW SEE PLAN dK 7 WD. BEAM (SEE PLANS) 2 CONNECTION DETAIL 30,-2" 1/4" FILLET WELD ALL AROUND STL. COL. SEE PLAN FOR skM LOCATION g„ 1a vx1"x5/8" STL. BASE PL. WEED AN wl (C44OR MOLTS 6" L. 2 coNNE OTION DETAIL Il' -0" 4"x44TU" 2 �„ STL. 32"x...-,.ON (3) T-1 .. 11�= . .. ............. .. .... DOWEL FOOTING STEEL iINNTTO EXtSTtN.S FOOT1NCa MIK 4" 4 SET W/ EPDXY it, it ul }-' at tl� x8" THICKENED EDGE Ili W/ (1) 5 CONT. TYP- 0 22"XIS" MONOLiTHIC POURED CONC. FTC*. il! OLD TO NEW COISIST, 4 W> (3) r5+ CONT. ( 1 TOP, 2 BOT- 4 «5+x22" PROVIDE (1) +4 DOWEL DOWELS a 18" O.C.EMBED 6 INTO iii 24" LOWS s i8" OC. EX',STW3 SLAB 4 SST W/ EPDXY !II EMBED 4 EPDXY 6" INTO EXISTING SLAB Hi �•-"'B POUR OVER RECESSED PATIO REMOVE SCREEN ECLOSURE i� SLAB W/ CONCRETE TO FIN. FLR 4 ALUM. ROOF SYSTEM REMOVE gL1DMG GLASS DOORS (TIE BEAM TO REMAN) t� r E S" x$" THICKENED EDGE W/ (1) 5 CONT. TYP. 9 OLD TO NEW CONST. 4 PROVIDE (1) 04 DOWEL — 24" LOW% 0 IS" OC- EMSED 4 EPDXY MIN. 6" INTO EXISTING SLAB =.,1 wm AT I nN f O F -MOL I T I ON PLAN /EXISTMG PATIO SLAB 7 8" x8" THICKENED EDGE W/ (1) 45 CONT. 0 11 SCALE: 1/4" = i'-0" FRAMING NOTES THE STRUCTURAL DESIGN OF BUILDING HAS BEEN CALCULATED FOR ALL RAFTER LOADS. ALL LATERAL LOADS ARE PEPNEDICULAR TO PLATE RAFTER DESIGN AND BRACING OF ROOF SYSTEM iS DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURE WALL SHEATHING TOVAP iN.40/20, 19/32" EXPOSURE 1 PLYWOOD OVER 2x6 STUDS ATO.C. MAX. NAILED W/ 8d NAILS AT 6" IN FiELD AND 4" ANEL EDGES ROOF SHEATHING TO BE MIN. 40/20, 19/32" EXPOSURE 1 PLYWOOD OVER RAFTERS AS NOTED ON PLANS & NAILED W/ 8d N41LS AT 6" IN FIELD AND 4" AT PANEL EDGES. ALL LUMBER TO BE 12 S.Y.P. OR BETTER 2x6 T4G BOARDS ATTACI-IED TO ExPO"WO R,*TERs W/ (2) 010 s0;0 -=WS x 3" L. ----. (TTP. 0 ALL FRONT PORCH AREAS) GALV. METAL --I DRIP EDGE OVER 1x3 DRIP E30ARD SEE ELEVATIONS FOR "SCROLLED" RAFTER TAIL DETAIL y�R'e }2 --1 3x8 WOOD RAFTERS OR JOISTS 032" O.C. (3) 2XI0 SY.P- WOOD SCREO.C.a 44XI/4" TUBE STEEL W/ 5"x5"xi/4" STEEL I9 4 12"x4"xI2"xI/4" TOP' FASTEN TO TOP OF 11 (4)1/2"4x4" L. LAG V W/ 5/8" TWEADED RC TO BM. SEAT AND E 2114 STL- WASHER (TY COUNTERsINK AS RE S CTIe-)N (2)I/24 -x4" L. LAG SCREWS AS INDICATED __ _. .- ....e. w ,..•�T Al T L75G,0j-t:: i•• = , -W 4" *A/4" TUBE STEEL COL. W/ 5"x5"xI/4" STEEL BM. SEAT 4 12"x4"x12"xI/4" TOP PLT. FASTEN TO TOP OF WD. IBM. W/ (4)1/2"4x4" L. LAG SCREWS ME - W1 5/8" THEADED ROD WELDED TO BM. SEAT AND BOLT W/ 2"4 STL. WASHER PROVIDE SiMPSON 1410A * RAFTERS 4 DBL- TOP PLT. CoUNTER0 INK AS REQD. W/ (9) loci TO RAFTER 4 (9) TO DBL. PLATE 5400 (3)2 10S P. D /2 11 ll i ( ) II !# II 25 1! IIIBo 'i L. ai D T RED / ## /� II Ii II (3) x12 AD ._..�.r._.. 0 s s Wil i _ 3 162 ! I I I !(6) i "4 i/2" 5 T� BM-! 62 " II !! i! (n)1 " 112" S T STU 11 PR VIst17� C�°'SACT=fi� '��, #I ## #1 # o I{ #1 f� °"�!l ��P 9� �' � _ II iI e i�ak1 of 11NGMNAIL1146 + R � I Il ! Ii fI 11 {I I# 1i I# iI II 11 II iI I���� 1 10 {{ # I! k( 1{ N II II #! I1 !I 11 I{ I all {I 11 11 {# it Ilse° ` rn'—_• C II �Ii II 11 iV {1 iV iI Vi !I I{ I# I � I { II {I II {I V► 1# I! ## II 1 X 11 #I 1! II iI (# Ike ` — I[ [{ !f II 111 14 II Il II 11 IIUo E [I #11 #1 # 2XJ KAARS 11 N'�� Q IBAc 0141111it Ii VI Il 11 N IlseH1aC�0W) V{ ILx x1 O I I I{ 11 Il(6) It "+x21h/2° s T(b scan . Brt1 i 11 €II AD IT101�t 11 4 (I2 4 + 2 (TiTEjl # s I II II II Il Ii II 11 !I TO t ODE {1 ....... ......#1........x.1........# fi........I#........ fi1........1#........ ;1 1fi........!#........ �#........# fi............... fil........I fi........1#.......fit 1 fi........#l.......-fi#........ !.(�` I! I{ 11 If 11 I! II 1! l! II 11 11 11 {t !! Vf Ii II IE✓ ; - _ ::'�#1 {t ._, il._,_I(•_. 11 ,_. VI. {I Il VI I# 11 {I Ii Il I{ II II 11 Il 11 PROVIDE .5IMPSCN HIoA a E.E. OF R,4FTEt s 4000UPLIFT W/ ((9) Wd TO RAFTER 4 DBL. PLATE 4 (4) 1/4"4xi 3/4" TITi_N SCREWS TO CONC. TIE BEAM SIMPSON HUC4610-5D5 W1 (6) 1/4"+4 1/2" SDS TO CONC. BM -- 4 (12)1/4"04 1/2" TITEN S. TO WD. BM. 4"x10" WOOD BM. 51/2"A4" WOOD BEAM TOP m 8'-9" AFF. g�FRONT PORCH HiDDEN CONNECTION DETAILS" THIS sHEET FOR ATTACHMENT 001"O ECTORS =nr= mpi.I&MIN6 PL,Al�l OR JOISTS 0 32" OC- SIMPSON HUC42610-SDS W/ (6) 1/4"+x2 in,, SDS TO BM. 4 (12)1/444 1/2" TiTEN S. TO BM. 4"*x1/4" TUBE STEEL CAL. W/ 5"x5"xi/4" STEEL BM. SEAT 4 12"x4"xi2"XI/4" TOP PLT - FASTEN TO TOP OF WD. BM. W/ (4)1/24x4" L. LAG SCREWS EE - W1 E.W/ 5/S" THEADEO ROD WELDED TO 53M. SEAT AND BOLT W/ 2"+ STL. WASHER (TYP. e EA. COLD C UNTERSNK AS READ. AetAl I*: i14" - i'-0" WE 5CALr-. 1- _ 1'-V+ IIIWop -r ATIONS Nr=U1 ROOF AREA- 494 SF 5CF,F-1=N VENTING REQUIRED 0 15F/150 5F OF ROOF 33 5F 2" CONT. VENT is n !.-F 5UiL.iDER OPTION: (5) 61x24" VENT SCFE* w i0% i:QUALLY SPACED AROIINO PERIMETER OF ROOF WILL PROVIDE REQURW ROOF VENTI1dls FOUNDATION NOTES 1. 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. 2. All reinforcing steel to be grade 60. Conc. strenth shall be 3,000 P.S.I.; at 28 days 3. Column and Wall Centerlines shall coincide with footing centerlines unless otherwise noted - 4. perimeter Iron »m » frac cos 4.. Fill placed within 5'-0" of thePe shall consist of clean welt 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, 611 shall be placed in 8" lifts and compacted to achieve 959 modified proctor. Fill shall be dean free from deleterious materials. 4. Verification of test for modified proctor AASHO-F180 shall be filed with building officials. DE51GN DATA: 2010 FB C. WIND SPEED. Y ULT=110 MPH (3 SEC. GUST) WIND IMPORTANCE FACTOR: 1.0, BLDG. CAT I WIND EXPOSURE: "CH BUILDING DESIGN: ENCLOSED INTERNAL PRESSURE COEFF: +/- 0.15 Roar! �W LQA2 ZONES ALL ROOFS TO SE ZONE 3 IUITH 8d GALV. NAILS a 6" O.C. IN FiELD 4 4" O.C. ON EDGES Level If ADDITIONat: 3545 S. Lake Drive, Boynton Beach, FI for: ! DEAD. & STRUCTURAL PLANS i " 3000 Florida. Blvd., Suite � 0 AGSTEN ENGINEERING ITIM.- X216 Delray Beach, FL 33483 2 job #:(561)272-5012 14J�"tJANDMA 561 243- 6401 fax PE 43205 CC-)MRR )N / ASSOC.,date: - 638 EDDY ST., BOCA RATON, Fate. 1 ASSUMED EXISTING -/- 561-350-434 ccarronassoc@a att.net - vvwvv.mccarronina. -Q - :,�_5:. I I-� EXISTMG PORCH SLATS Q tY -1-#- ©X ! �, ...�............� ............................� ......»......._..�. ,...... ... _..} i I 4"x4"x1/4" TU15E 1 4"x4"xi/4" TUBE _ jl —j STL COL. ON t 30"x30"XI2" STL. COL. ON 2 ' 2 ' GONG. PAD W/ 30"x30"x12" f3) 054 E.W. BOT I CONC, PAD W/ , (3) #54 Eli! 50T. 19'-0"__ =.,1 wm AT I nN f O F -MOL I T I ON PLAN /EXISTMG PATIO SLAB 7 8" x8" THICKENED EDGE W/ (1) 45 CONT. 0 11 SCALE: 1/4" = i'-0" FRAMING NOTES THE STRUCTURAL DESIGN OF BUILDING HAS BEEN CALCULATED FOR ALL RAFTER LOADS. ALL LATERAL LOADS ARE PEPNEDICULAR TO PLATE RAFTER DESIGN AND BRACING OF ROOF SYSTEM iS DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURE WALL SHEATHING TOVAP iN.40/20, 19/32" EXPOSURE 1 PLYWOOD OVER 2x6 STUDS ATO.C. MAX. NAILED W/ 8d NAILS AT 6" IN FiELD AND 4" ANEL EDGES ROOF SHEATHING TO BE MIN. 40/20, 19/32" EXPOSURE 1 PLYWOOD OVER RAFTERS AS NOTED ON PLANS & NAILED W/ 8d N41LS AT 6" IN FIELD AND 4" AT PANEL EDGES. ALL LUMBER TO BE 12 S.Y.P. OR BETTER 2x6 T4G BOARDS ATTACI-IED TO ExPO"WO R,*TERs W/ (2) 010 s0;0 -=WS x 3" L. ----. (TTP. 0 ALL FRONT PORCH AREAS) GALV. METAL --I DRIP EDGE OVER 1x3 DRIP E30ARD SEE ELEVATIONS FOR "SCROLLED" RAFTER TAIL DETAIL y�R'e }2 --1 3x8 WOOD RAFTERS OR JOISTS 032" O.C. (3) 2XI0 SY.P- WOOD SCREO.C.a 44XI/4" TUBE STEEL W/ 5"x5"xi/4" STEEL I9 4 12"x4"xI2"xI/4" TOP' FASTEN TO TOP OF 11 (4)1/2"4x4" L. LAG V W/ 5/8" TWEADED RC TO BM. SEAT AND E 2114 STL- WASHER (TY COUNTERsINK AS RE S CTIe-)N (2)I/24 -x4" L. LAG SCREWS AS INDICATED __ _. .- ....e. w ,..•�T Al T L75G,0j-t:: i•• = , -W 4" *A/4" TUBE STEEL COL. W/ 5"x5"xI/4" STEEL BM. SEAT 4 12"x4"x12"xI/4" TOP PLT. FASTEN TO TOP OF WD. IBM. W/ (4)1/2"4x4" L. LAG SCREWS ME - W1 5/8" THEADED ROD WELDED TO BM. SEAT AND BOLT W/ 2"4 STL. WASHER PROVIDE SiMPSON 1410A * RAFTERS 4 DBL- TOP PLT. CoUNTER0 INK AS REQD. W/ (9) loci TO RAFTER 4 (9) TO DBL. PLATE 5400 (3)2 10S P. D /2 11 ll i ( ) II !# II 25 1! IIIBo 'i L. ai D T RED / ## /� II Ii II (3) x12 AD ._..�.r._.. 0 s s Wil i _ 3 162 ! I I I !(6) i "4 i/2" 5 T� BM-! 62 " II !! i! (n)1 " 112" S T STU 11 PR VIst17� C�°'SACT=fi� '��, #I ## #1 # o I{ #1 f� °"�!l ��P 9� �' � _ II iI e i�ak1 of 11NGMNAIL1146 + R � I Il ! Ii fI 11 {I I# 1i I# iI II 11 II iI I���� 1 10 {{ # I! k( 1{ N II II #! I1 !I 11 I{ I all {I 11 11 {# it Ilse° ` rn'—_• C II �Ii II 11 iV {1 iV iI Vi !I I{ I# I � I { II {I II {I V► 1# I! ## II 1 X 11 #I 1! II iI (# Ike ` — I[ [{ !f II 111 14 II Il II 11 IIUo E [I #11 #1 # 2XJ KAARS 11 N'�� Q IBAc 0141111it Ii VI Il 11 N IlseH1aC�0W) V{ ILx x1 O I I I{ 11 Il(6) It "+x21h/2° s T(b scan . Brt1 i 11 €II AD IT101�t 11 4 (I2 4 + 2 (TiTEjl # s I II II II Il Ii II 11 !I TO t ODE {1 ....... ......#1........x.1........# fi........I#........ fi1........1#........ ;1 1fi........!#........ �#........# fi............... fil........I fi........1#.......fit 1 fi........#l.......-fi#........ !.(�` I! I{ 11 If 11 I! II 1! l! II 11 11 11 {t !! Vf Ii II IE✓ ; - _ ::'�#1 {t ._, il._,_I(•_. 11 ,_. VI. {I Il VI I# 11 {I Ii Il I{ II II 11 Il 11 PROVIDE .5IMPSCN HIoA a E.E. OF R,4FTEt s 4000UPLIFT W/ ((9) Wd TO RAFTER 4 DBL. PLATE 4 (4) 1/4"4xi 3/4" TITi_N SCREWS TO CONC. TIE BEAM SIMPSON HUC4610-5D5 W1 (6) 1/4"+4 1/2" SDS TO CONC. BM -- 4 (12)1/4"04 1/2" TITEN S. TO WD. BM. 4"x10" WOOD BM. 51/2"A4" WOOD BEAM TOP m 8'-9" AFF. g�FRONT PORCH HiDDEN CONNECTION DETAILS" THIS sHEET FOR ATTACHMENT 001"O ECTORS =nr= mpi.I&MIN6 PL,Al�l OR JOISTS 0 32" OC- SIMPSON HUC42610-SDS W/ (6) 1/4"+x2 in,, SDS TO BM. 4 (12)1/444 1/2" TiTEN S. TO BM. 4"*x1/4" TUBE STEEL CAL. W/ 5"x5"xi/4" STEEL BM. SEAT 4 12"x4"xi2"XI/4" TOP PLT - FASTEN TO TOP OF WD. BM. W/ (4)1/24x4" L. LAG SCREWS EE - W1 E.W/ 5/S" THEADEO ROD WELDED TO 53M. SEAT AND BOLT W/ 2"+ STL. WASHER (TYP. e EA. COLD C UNTERSNK AS READ. AetAl I*: i14" - i'-0" WE 5CALr-. 1- _ 1'-V+ IIIWop -r ATIONS Nr=U1 ROOF AREA- 494 SF 5CF,F-1=N VENTING REQUIRED 0 15F/150 5F OF ROOF 33 5F 2" CONT. VENT is n !.-F 5UiL.iDER OPTION: (5) 61x24" VENT SCFE* w i0% i:QUALLY SPACED AROIINO PERIMETER OF ROOF WILL PROVIDE REQURW ROOF VENTI1dls FOUNDATION NOTES 1. 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. 2. All reinforcing steel to be grade 60. Conc. strenth shall be 3,000 P.S.I.; at 28 days 3. Column and Wall Centerlines shall coincide with footing centerlines unless otherwise noted - 4. perimeter Iron »m » frac cos 4.. Fill placed within 5'-0" of thePe shall consist of clean welt 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, 611 shall be placed in 8" lifts and compacted to achieve 959 modified proctor. Fill shall be dean free from deleterious materials. 4. Verification of test for modified proctor AASHO-F180 shall be filed with building officials. DE51GN DATA: 2010 FB C. WIND SPEED. Y ULT=110 MPH (3 SEC. GUST) WIND IMPORTANCE FACTOR: 1.0, BLDG. CAT I WIND EXPOSURE: "CH BUILDING DESIGN: ENCLOSED INTERNAL PRESSURE COEFF: +/- 0.15 Roar! �W LQA2 ZONES ALL ROOFS TO SE ZONE 3 IUITH 8d GALV. NAILS a 6" O.C. IN FiELD 4 4" O.C. ON EDGES Level If ADDITIONat: 3545 S. Lake Drive, Boynton Beach, FI for: PETRONELLI & GODDARD___-,- DEAD. & STRUCTURAL PLANS pian #: 3000 Florida. Blvd., Suite � 0 AGSTEN ENGINEERING ITIM.- X216 Delray Beach, FL 33483 2 job #:(561)272-5012 14J�"tJANDMA 561 243- 6401 fax PE 43205 CC-)MRR )N / ASSOC.,date: - 638 EDDY ST., BOCA RATON, Fate. 1 �1I1rJ61-99'7-0579 -/- 561-350-434 ccarronassoc@a att.net - vvwvv.mccarronina. -Q :,�_5:. C H C) CU a 0 v 0 a c 0 C_ C v v L0 0 cv 0 v C v r- CU 1.,.. C_ I 0) CL 0 / h O -T V 0. c{' a / .n a 0 4 U) 0 / C_ oD X / W 0 c 4-J CD c M 4 c >< U 0 0 / C-) Smoke Alarms: 2010 FBC Residential R314.3.1. When additions, alterations or repairs requiring a permit occur, or when one or more sleeping n added or created in existing dwellings, the indi dwelling unit shall be equipped with smoke alai as required for new dwellings. See exceptions' The 120 volt power source shall comply with R: The smoke alarms shall be interconnected and The circuit shall be arc fault protected per NEC Smoke alarms are required inside each bedroc immediately outside the bedroom doors. I ( 1 I I I 1 1 I I I 1 I I I I I 1 I ! I I I I .......... ELECTRICAL. 4 AIC DUCT PLAN NOTE I= ALL ELECTRICAL WORK TO COMPLY WITH 2008 NEC. NOTE 2: ALL NEED 4 EXISTING SMOKE DETECTORS TO $E 1 Asv- 4 INTERCONNECTED W/ BATTERY SACK -UP CREOUIRED NOTE 3: PRO"ADE ARG=FAULT OUTLETS 0 ALL "SLEEPING ROOF IDE 4 OUT OF ALL "SLEEPING" ROOMS 4 ANY NEED CONSTRUCTION AS PER 2008 NEC. 30'-2" ,,,,,_a„ SCALE: 1/4" - P-0" I el , T ► Il11 k _ i ie o 1 1z ►<��'!kT, N&A KIM BE28= I EXISTINCs 8'-0" CLC. I I ( I I I -----------..._.._. --_. FL OOR FLAN SCALE: 114" a I. -Oft unless otherwise noted CEILING HEIGHTS SHALL MATCH EXISTING SHEET ROCK WALLS AND CEILINGS INTERIOR LOAD BRG.WALLS TO BE 6" WD. FRAME CONST. 110 VOLT DIRECT WIRE SMOKE DETECTORS INSULATION MUST COMPLY WITH CHAPTER 13 INCLUSIVE OF F.B.C. 2010 AND ALL LOCAL CODE REQUIRMENTS 1 3/8" x 6'-8" SOLID CORE INTERIOR DOORS (SEE FLOOR PLAN FOR SIZES & OWNER FOR FINAL SELECTION) 1 3/4" SOLID CORE EXTERIOR DOORS ALL GLASS DOORS MUST COMPLY WITH SECTION R308.4 F.B.C. 2010 AND ALUMINUM FRAME HORIZONTAL SLIDER WINDOWS AT 6'-8" HD. HT. ALL NEW WINDOW OPENINGS TO RECEIVE APPROVED HURRICANE SHUTTERS OR IMPACT RESISTANT PRODUCTS ELECTRICAL PTL (ADDITION) CIRCUIT USE 100LE45REAKER LOAD WIRE SIZE LIGHTING 4 ADDITIONAL OUTLETS IP/15A 2.0 KW 014 GFUUF OUTLET IP/20A I.5 KW *12 SUIS -TOTAL LOAD (WITHOUT WVAC) 3.5 KW ELECTRICAL 5ERVICE CALCULATION ADDITION a 60916 (3B x.60) = 21 KW EXISTING 200 AMP SERVICE TOTAL COMPUTED LOAD = 2.1 KW (3) 0210 THW-CU IN 2" CONDUIT KW'S x 1000 W = a.-jr, AMpS ELECTRICIAN TO VERIFY 240 VOLTS PANEL SPACE ELECTRICAL LEGEND 0= GFI GRDIM FAULT INDICATOR EXTERIOR LIGHT GROUND FAULT INDICATORNJATER PROOF 1 --� FLUORESCENT FIXTURE SWITCHED OUTLET —tSWITCH j CLG FAN OUTLET to 3 3 WAY SWITCH ��' �._ (BRACED METAL 130X) ELECTRICAL NOTES -ALL OUTLET BOXES FOR RECEPTACLES TV ANTENNAS, OR TELEPHONE JACKS IN RATED WALLS MIST BE METAL OR UJ- RATED FOR USE N ONE HOUR CONSTRUCTION. -ALL BATHROOM AND GARAGE OUTLETS TO BE GFJ. TYPE. -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR. -INSTALLATION FIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: WALL WUNG; TELEPHONE 5b" AFF TELEPHONE JACKS 17" AFF. LIC04T SWITCHES 48" AFF. RECEPTACLES 12" AFF. TELEVISION JACKS 12" AFF. RECEPTACLES e BATHS 48" AFF. -ELECTRICAL CONTRACTOR TO CONFORM TO SOUTH BELL REQUIREMENTS FOR TELEPHONE EQUIPMENT INSTALLATION. -CO-ORDINATE ALL CONDUIT IZL6V8 AND £QUIFMW INSTALLATION WIT14 OTHER TRAM TO AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION, -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. -ALL METERS METER CENTERS AND DISC:0NNECTS TO BE APPROYED BY FLORIDA POWER AND LIGHT. AREA CALCULATIONS EXISTING LIVING: 1444 SF FLORIDA ROOM: 260 SF IIIAFTER 1104 5F COVERED PATIO: iOPIEN 1 'tO" CLGi I I I �_— —�___� 51= COVERED ENTRY: 4"* TUBE STEEL Lt1MN I 5F 4"* TUB STEEL cgi�ESI1N W/ OUNER SPEC cC9LUItiN I I i W/ OWNER SPEC CC ILUMN ! C 1-i. HAND I I I WRAP I I 11 2/2-1/15 P L_ 1 D CLCrt_ ---LL —F_==� � 3'-r✓-" CONC. PAD lie BE28= I EXISTINCs 8'-0" CLC. I I ( I I I -----------..._.._. --_. FL OOR FLAN SCALE: 114" a I. -Oft unless otherwise noted CEILING HEIGHTS SHALL MATCH EXISTING SHEET ROCK WALLS AND CEILINGS INTERIOR LOAD BRG.WALLS TO BE 6" WD. FRAME CONST. 110 VOLT DIRECT WIRE SMOKE DETECTORS INSULATION MUST COMPLY WITH CHAPTER 13 INCLUSIVE OF F.B.C. 2010 AND ALL LOCAL CODE REQUIRMENTS 1 3/8" x 6'-8" SOLID CORE INTERIOR DOORS (SEE FLOOR PLAN FOR SIZES & OWNER FOR FINAL SELECTION) 1 3/4" SOLID CORE EXTERIOR DOORS ALL GLASS DOORS MUST COMPLY WITH SECTION R308.4 F.B.C. 2010 AND ALUMINUM FRAME HORIZONTAL SLIDER WINDOWS AT 6'-8" HD. HT. ALL NEW WINDOW OPENINGS TO RECEIVE APPROVED HURRICANE SHUTTERS OR IMPACT RESISTANT PRODUCTS ELECTRICAL PTL (ADDITION) CIRCUIT USE 100LE45REAKER LOAD WIRE SIZE LIGHTING 4 ADDITIONAL OUTLETS IP/15A 2.0 KW 014 GFUUF OUTLET IP/20A I.5 KW *12 SUIS -TOTAL LOAD (WITHOUT WVAC) 3.5 KW ELECTRICAL 5ERVICE CALCULATION ADDITION a 60916 (3B x.60) = 21 KW EXISTING 200 AMP SERVICE TOTAL COMPUTED LOAD = 2.1 KW (3) 0210 THW-CU IN 2" CONDUIT KW'S x 1000 W = a.-jr, AMpS ELECTRICIAN TO VERIFY 240 VOLTS PANEL SPACE ELECTRICAL LEGEND 0= GFI GRDIM FAULT INDICATOR EXTERIOR LIGHT GROUND FAULT INDICATORNJATER PROOF 1 --� FLUORESCENT FIXTURE SWITCHED OUTLET —tSWITCH j CLG FAN OUTLET to 3 3 WAY SWITCH ��' �._ (BRACED METAL 130X) ELECTRICAL NOTES -ALL OUTLET BOXES FOR RECEPTACLES TV ANTENNAS, OR TELEPHONE JACKS IN RATED WALLS MIST BE METAL OR UJ- RATED FOR USE N ONE HOUR CONSTRUCTION. -ALL BATHROOM AND GARAGE OUTLETS TO BE GFJ. TYPE. -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR. -INSTALLATION FIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: WALL WUNG; TELEPHONE 5b" AFF TELEPHONE JACKS 17" AFF. LIC04T SWITCHES 48" AFF. RECEPTACLES 12" AFF. TELEVISION JACKS 12" AFF. RECEPTACLES e BATHS 48" AFF. -ELECTRICAL CONTRACTOR TO CONFORM TO SOUTH BELL REQUIREMENTS FOR TELEPHONE EQUIPMENT INSTALLATION. -CO-ORDINATE ALL CONDUIT IZL6V8 AND £QUIFMW INSTALLATION WIT14 OTHER TRAM TO AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION, -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. -ALL METERS METER CENTERS AND DISC:0NNECTS TO BE APPROYED BY FLORIDA POWER AND LIGHT. AREA CALCULATIONS EXISTING LIVING: 1444 SF FLORIDA ROOM: 260 SF NEW LIVING AREA: 1104 5F COVERED PATIO: 152 5F COVERED VERANDA: 10 51= COVERED ENTRY: 44 5F TOTAL ADDITION: 526 5F g WALL LECIENQ NEW EXTERIOR LOAO SEARING WOOD FRAME WALLS EXISTING WALLS Level R ADDITION at: 3545 S. Lake Drive, Boynton Beach, FI for: PETRONELLI & GODDARD FLOOR & ELECTRICAL PLANS plan #= AGSTEN ENGINEERING, Inc. Sheet #: 5216 3000 Florida Blvd., Suite 206 Delray Beach, FL 33483 3 job J(561)272-5012 �`` �McCARRON 561 243- 6401 fax PE 43205 EB 83l 40 / ASSOC., Inc. AMD/FRDA - 638 EDDY ST., BOCA RATON, FL 33487 date: of: 2/2-1/15 561-997-0579 /- � 044364 mccarronassoc@ai t. > : xx%carrdi inc.com 4 U O N U) c 0 C- C - (a L C-3 U L0 0 cv co v Cu CU L LL- LL- 01) L ZT 3 w 0 0 C -D r 0 v v i v O CU / m a CL O a.) 0 / C- a) a) W CLx / U) C crn C ca U) 4-3c a� E O U O M m 5'-9" TOP OF Bh NEW CONST A8'-2" TOP OF `�ASSLIMED Tm- 0'-0" FINISH SLs Ir— ELEVATIONS SCALE; 1/4" = 1'-0" OVERHANG 4 GA5LE6/RAKE6 TO MATCH EXISTING (UNLESS OTHERWISE NOTED) TEXTURED STUCCO FINISH OVER CONC. 5LOCiK, 4 1U000 FRAME CONSTRUCTION SMOOTH STUCCO FINISH Q ALL RAISED SANDS ALL EXTERIOR FINISH 4 COLORS TO MATCH EXISTING CONDITIONS OUNFIR SPEC ENTRY DOOR TEXTURED STUCCO OVER FRONT ELEVATION SCALE= 1/4" = I`-0" EXIgTtNCs EXISTING ' TEXTURED STUCCO OVER . WOOD FRAME CONST. TO MATCH EXISTING TEXTURE 4 COLOR RIGHT SIDEm ELEVATION SCALE- 1f4» = 1'_0u FLAT BUILT-UP ROOF W/ I/4"/SLOPE s, TEXTURED STUCCO OVER WOOD FRAME GIST. TO MATCI 1 f . EXISTING TEXTURE 4 COLOR ,AftV-2" TOP OF VASSUMED T -B. 4"* TUBE STEEL COLUMN EXISTING W/ OUTER SPEC COLUMN WRAP � s WIND PRESSURE SCHEDULE MARK NEGATIVE POSITNE A -46 +43 --] APROVED BUILT -LIP ROOF W/ 1/4"/FT. SLOPE OVER 2x10 ROOF JOISTS Q 16" O.C. GALV. MTL. DRIP EDGE OVER 2x FASCIA (TO MATCH EXISTING) 8'-2" PLATE (ASSUMED EXISTING) SCREEN VEVT AS PER CALCULATIONS (SI -IT. +2) ATTACH 2x6 TOP PLT., VERT. STUD, 4 ROOF JOIST W/ SIMPSON H10 -A 4 FASTEN W/ (12) 10d NAILS (TYP. EA. STUD) 5/8" STUCCO ON MTL. LATH W/ APPRVD. WP_ BACKING OR 150 FELT OVER "TYVEK" OR EQUAL HOUSE WRAP ON 40/20-19/32" EXT. GRADE PLYWO. SHEATHING (EXPOSURE t) NAILED W/ Sd NAILS Q 6" O.C. FIELD ALL MEMBERS, 4" O.C. EDGES 2x4 BLOCKING REQUIRED Q ALL HORIZONTAL SEAMS, NAIL PLYWOOD TO eLOCK W/ ad NAILS Q 4" O.C. R-30 (MIN.) INSULATION OVER 5/8" DRYWALL 2x6 P.T. TOP PLATE W/ SIMPSON SP6 til/ (6) 10d Q EACH VERT. STUD SIM -SON A-35 CLIP W/ (6) 8:1 NAILS (EA. SIDE) 2x6 STUDS Q 16" O.G. ka» # WEDGE ANCHOR W/ 1/2" DRYWALL OVER WITH 3" * WASHER R -IS (MINJ INSULATION Q 24" O.C. 4 EA SIDE OF G FAUX BRICK 4 EACH OPENING W/ SIMSON A-35 CLIP W/ -ACADE 4" EMBED INTO CONC. (6) 8d NAILS (EA. SIDE) 2x6 1?T_ SOLE PLATE W/ 2211x18" MONOLITHIC POURED CONC. FTG, SIMPSON SP6 W/ (6) Iod EACH W/ (3) +5� CONT. 4 4"42" DOWELS Q SIDE Q EACH VERT. STUD t8" OC. EMBED 6" INTO EXISTING SLAB 16" O.C. 4 GALV. METAL 4 SET W/ EPDXY TERMITE SHIELD 4 WEATHERPROOF CALK NEW V-5" CONCRETE "OVER -POUR" EXISTING CONC. SLAB 4 8"x8" TFitCKENED EDGE- -0" FINISH SLAB ----------- -Ale A TEXTURED STUCCO OVER ..- -- WOOD FRAME CONST. TO MATCH - ICAL WALL SECT DD OD DD DD FINISH SLAB EXISTMGs TEXTU1aE 4 COLOR. EXISTING 22EEAR *ELEVATION SCALE: 1/4" = i'-0" EXISTING LEFT SIDE ELEVATION SCALE: 1/4" s P-0" 4"* TUBE STEEL COLUMN W/ OWNER SPEC COLUMN WRAP V2 F-, Level R ADDITION at: 3545 S. Lake Drive, Boynton Beach, FI for: S'0xi7o'a SGO Plan #: AGSTEN ENGINEERING, Inc. RIGHT SIDEm ELEVATION SCALE- 1f4» = 1'_0u FLAT BUILT-UP ROOF W/ I/4"/SLOPE s, TEXTURED STUCCO OVER WOOD FRAME GIST. TO MATCI 1 f . EXISTING TEXTURE 4 COLOR ,AftV-2" TOP OF VASSUMED T -B. 4"* TUBE STEEL COLUMN EXISTING W/ OUTER SPEC COLUMN WRAP � s WIND PRESSURE SCHEDULE MARK NEGATIVE POSITNE A -46 +43 --] APROVED BUILT -LIP ROOF W/ 1/4"/FT. SLOPE OVER 2x10 ROOF JOISTS Q 16" O.C. GALV. MTL. DRIP EDGE OVER 2x FASCIA (TO MATCH EXISTING) 8'-2" PLATE (ASSUMED EXISTING) SCREEN VEVT AS PER CALCULATIONS (SI -IT. +2) ATTACH 2x6 TOP PLT., VERT. STUD, 4 ROOF JOIST W/ SIMPSON H10 -A 4 FASTEN W/ (12) 10d NAILS (TYP. EA. STUD) 5/8" STUCCO ON MTL. LATH W/ APPRVD. WP_ BACKING OR 150 FELT OVER "TYVEK" OR EQUAL HOUSE WRAP ON 40/20-19/32" EXT. GRADE PLYWO. SHEATHING (EXPOSURE t) NAILED W/ Sd NAILS Q 6" O.C. FIELD ALL MEMBERS, 4" O.C. EDGES 2x4 BLOCKING REQUIRED Q ALL HORIZONTAL SEAMS, NAIL PLYWOOD TO eLOCK W/ ad NAILS Q 4" O.C. R-30 (MIN.) INSULATION OVER 5/8" DRYWALL 2x6 P.T. TOP PLATE W/ SIMPSON SP6 til/ (6) 10d Q EACH VERT. STUD SIM -SON A-35 CLIP W/ (6) 8:1 NAILS (EA. SIDE) 2x6 STUDS Q 16" O.G. ka» # WEDGE ANCHOR W/ 1/2" DRYWALL OVER WITH 3" * WASHER R -IS (MINJ INSULATION Q 24" O.C. 4 EA SIDE OF G FAUX BRICK 4 EACH OPENING W/ SIMSON A-35 CLIP W/ -ACADE 4" EMBED INTO CONC. (6) 8d NAILS (EA. SIDE) 2x6 1?T_ SOLE PLATE W/ 2211x18" MONOLITHIC POURED CONC. FTG, SIMPSON SP6 W/ (6) Iod EACH W/ (3) +5� CONT. 4 4"42" DOWELS Q SIDE Q EACH VERT. STUD t8" OC. EMBED 6" INTO EXISTING SLAB 16" O.C. 4 GALV. METAL 4 SET W/ EPDXY TERMITE SHIELD 4 WEATHERPROOF CALK NEW V-5" CONCRETE "OVER -POUR" EXISTING CONC. SLAB 4 8"x8" TFitCKENED EDGE- -0" FINISH SLAB ----------- -Ale A TEXTURED STUCCO OVER ..- -- WOOD FRAME CONST. TO MATCH - ICAL WALL SECT DD OD DD DD FINISH SLAB EXISTMGs TEXTU1aE 4 COLOR. EXISTING 22EEAR *ELEVATION SCALE: 1/4" = i'-0" EXISTING LEFT SIDE ELEVATION SCALE: 1/4" s P-0" 4"* TUBE STEEL COLUMN W/ OWNER SPEC COLUMN WRAP V2 F-, Level R ADDITION at: 3545 S. Lake Drive, Boynton Beach, FI for: PETRONELLI & GODDARD ELEVATIONS & SECTIONS_ Plan #: AGSTEN ENGINEERING, Inc. sheet #: 526 3000 Florida Blvd., Suite 206 Delray Beach, FL 33483 4 I° #'(561)272-5012 1 `�'`� 561 243- 6401 fax PE 43205 EB 8340 McCARRON / ASSOC., Inc. AIBDIFRDA - 638 EDDY ST., BOCA RATON, FL 33487 date: of: 2/21ArJ" 561-997-0579 -/ 56.)l---3z,-50-r-4364 TIICCBnona3SOC R .i t iYYCC IiO C_CO3I] 4