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17-4015c L a Ln (71 00 0 0 5 -q r- .—Q Q C 0 a 0 m U N OO W C 40) fA 0 N N c E E L 0 CU 0 4141 •o . 0 0 N NO PART OF THIS REPRODUCED OR PLAN OR DESIGN MAY BE TRANSMITTED IN ANY FORM OR Building Codes. BY ANY MEANS, (INCLUDING) PHOTO ELECTRONIC OR MECHANICAL COPYING, RECORDING OR Florida Building Code - Existing Building , 2014 Edition,Chapters 4 - 8 ANY INFORMATION THE WRITTEN APPROVAL ENGINEER NO DERIVATIVE RETRIEVAL SYSTEM), WITHOUT OF LUIS C MAURY WORKS OF THIS PLAN ALTERATION LEVEL 1— Chapter 6 — Includes the removal & replacement or covering of existing materials, elements, MAY BE PERMISSION. MADE THE PRIOR ITTEN CONTORACTOR UT SHALL VERIFY equipment, or Mures using new materials, elements, equipment, or Mures serving the same purpose. AND BE RESPONSIBLE FOR ALL DIMENSIONS AND — — — — — — — — — — CL BA YTREE t3 does not in ude removal or replacement for repairs, covered in Chap. 2 of the FBC 14 Existing Building Code. WRITTEN CONDITIONS DMENSIONS ON THESE ESE DRAWLNGSNSHALL LANE t ALTERATION LEVEL 2 Chapter 7 –Includes the reconfiguration of space, the addition or elimination of any door or window, oti�ar�%o or extension of any system, or the installation of any new or additional equipment Must comply with the provisions of a Level 1 Alteration, Chap. 6, as well as Chap. 7, of the FBC-14 Existing Building Code. HAVE PRECEDENCE THE ENGINEER DISCREPANCIES LIABILITY FOR THE OVER SCALED DIMENSIONS. MUST BE NOTIFIED OF ANY FOUND AND ASSUMES NO UNAUTHORIZED USE OF THESE ALTERATION LEVEL 3 – Chapter 6 – Applies where the work area exceeds 50% of the aggregate area of the building and PLANS, DRAWINGS AND SPECIFICATIONS. I I made within any 12 -month period. (Alterations for plumbing, mechanical or electrical only are excluded from the total work area. Existing 4" Conc Slab i Must comply With the provisions of Alteration Levels 1 (Chap. 6) & 2 (Chap. 7), of the FBC-14 Existing Building Code. -------------- — — — — — — — — — — —j I I c'o r4'WALK.. LOT 67 BLK "B 910 WALL LEDGEND v i Existin 4" Conc Slab I g Cb v �''_ (OCCUPIED) EXISTING CBS EXTERIOR WALL 6 Existing 8'0 W x (0'8 Existin 8'0 W x (o'8 5.3.D. Tohemain 5r.�.D. Tovemain I I1.7' WOOD FC ON LINE EXISTING INTERIOR WALL � i L— CU �- in Place in Place #5 IR I�I IMI # 5 IR 0 s 2 s s W 6 5.0' S88 3 � 2 1.7'E Occ — NEW 2 X 6 16"O.C. Wood Frame Wall @ W L' 0 O o IMI lts� 11111111 Existin 8'0 W x (o'8 30' o o , 41.50 •? 6 SET ACK 6' U Q z C) (,� � o "• o M E a -� �I S.G.D. Tovemaln in Place 12.83' AREA CALC'S Q o Livi�lcq Room � N : ,, •� 10' 81 PR OPTION EXISTING LIVING AREA 1584 S/F w (2 � � °° � 12. 4 ADD �? New Rec Room -Non AC 324 SIF 2 Q CU 0 `� i3edroom Cd �' 27.7 W EXISTING GARAGE 482 S/F z L o Remove Existing SCx.D. REMOVE TiLE FLOOR '. . �o V ' 4.3 Q EXISTING FRONT PORCH 42 S/F Z .� > et 4 infill W/ 2 x 6 Wo C -� .. �o N NOTE• b New TOTAL AREA 2,488 S/F W m tN N 0.50E CU V OF LDG SCOPE OF WORK L)CU a Demolition Plan O 13.0' 6.9' C R y LOT 85 1, ,� 1. Existing CBS Building E q� 112 „ _ — 1'-0" SCALE � � �.. �, �• .: c . � � • .: ' .,�L, a, CBS RES r� BLK B N OCCUPIED ( 2. New Wood Frame Rear Addition - For Rec Room E W N C .• y .IJ #86 c 3. No Ac to be Used on this Addition O o W 0 0 4. Existing Smoke Alarm Shown a 2.5, o � W M E Q? Z N M y .: 10.81 DESIGN LOADS: h R �l (�LL WOO F o 10.6' Occupancy Use I Type = Muiti-Famly /Muti-Level Condo �+ Z 12'UE WOOD 0) FC a General Notes: �= v � W U ' 30 # S IR 22.1 f These drawings were prepared with the assumption that the contractor or owner -builder is knowledgeable of common construction practices. Q = C% W �' LOT 86 " The contractor/ owner -builder shall review drawings for accuracy and interpretation. Any discrepancies shall be brought to the attention of the engineer/Designer/Draftsman Prior Z M LY T BLK B 00 :. 18 . a0 to bid or construction. v51" �j' ND • ; • ' 0 ZV .A CONC ; .p Dimensions shall take precedence over scale. DO NOT SCALE DRAWINGS — �1 to V = 3-(" x 51" 31" x cA 51-1-24 SH -24 3�" x 51" SH -24 s R = 25. a �` Cn co DRIVE co 12 �� 1 = 2 O This building design complies with chapter 16 of the 2014 Florida Building Cade • W M ' Impact Impact Cxl Impact GI #5 IRC , Applicable Florida Codes: � (31 Non p p p _, L=39.819 = 3 9 v `� X CUT'. LS4227 60 (NTS) #5 IR #5 Florida Building Code - Residential, 2014 Edition Q Z O x 3 x so -8 �� • o • • :. • • • Florida Building Code - Plumbing, 2014 Edition W os - _ - -91014 V 91 1 V :: s : • • • c � Florida Building Code Mechanical, 2014 Edition Q� 0 =DRYWALLC-ellineNQt,U Rc:c 800111 5/+ `S'-1" Gig Ht345 - r . • • •. 4 % . U - s ss �r p C� 803 > 22 W 4'WALK _ _ NFPA 70 National Electrical Code. 2011 Edition . , r.7 w 03 2017-01 PRODUCT� APPROVALS TO BE USED FOR THIS 10-05-17 Existin gg 1B0 W x ro8 Existing` 9 0 W x 6 8 -Remain PAVING) PROJECT � C4 S.G.D. To Retnaln in Place SiS.D. To in Place (22 0'R/W) L. R. C. i. Roofing : 311, x r0311 E'IRCLE 1.3 FL735-R11 ( Modifided Bitmen Roof System ) L. C. M. U_ o Kitchell L.IVIM2 Room 5H-25 EgressI /2" — 1'-0" SCALA TAMKO over Fiber Wood Decks 2. Exterior Doors: 2.1 FL -15180.1 ( Plast Pro ) REMOVEOVE TILE FLOOR ILE 5. EXTERIOR WINDOWS Remove Existing S.G.D. 4 Infill W/ 2 x 8 WD 5.3 16-0714.06 { PGT 700 SINGLE HUNG ) 5.1 16-0629.06 ( PGT 770 SGD ) Propo5ed floor Flan 112" = 1'-0' SCALE New Flat Roof PROPOSED Floor Plan 2 x 8 SP '"l a 16" O.C. INFILL W/ 5/8" CDX Plywd Sheathing :. 4 Metal Lath 4 Stucco Finish to Match Existing By DAT i SMIP CCB w i3Ytist€es oresfer ::.. Fire...... -,: _ _________________ ------------_-- E NIEER Wood Frame Addition Existing C56 5uilcling F ubrIcAd er �P a ��k V 3a ' 4V V 2 x 8 5P 02 s FRAME w/ Tapcons � v ,: _ into Existing GM,Blocc UJall � a ��Fropo5ed Opening 16 o.c, Perimeter of /2" = 1 '-0" SCALE tw s ;= -4" III *1'-' NEW FLAT ROOF III *� e_1 III ELECTRICAL LEDGEND -Qj HIGH HATS LIGHTS C STYLE BY OWNER BUILDER ) SMOKE DETECTOR W/ BATTERY BACK-UP oC UNDER COUNTER LIGHTING +� CABLE / TV OUTLET ON NEW IIOV Recpticals 66 8xi6tmS ii0v Recpvcab µ GFl NEW Ground Fault Inter. Recpticals ® RELOCATED 220v Recpticals T CHAN CEM MOUNTED CHANDLER SINGLE POLE SWITCH $3 3 -WAY SWITCH Electrical Plan 11211 = P-0" SCALE NEW ROOF JOIST Existing 200 141" P P.4NIEL. SCHEDULE / P.4>\lEL LOAD WIRE TRIP POLE DESCRIPTION 1T -rr CIR. DESCRIPTION POLE TRIP TEXTURED STUCCO FINISH — TO MATCH EXISTING 8,000 --- 1L1L�1LLI,—.....':'. 2 -------------------------------------- 1 3 NEW EGRESS WINDOW KITCHEN LIGHTS 1 20 W/ 2 X 8 WD INFILL SEE CALC 4 WOOD FRAME ADDITION Prop 0 5ed North )F-levation 14 SEE CALC SEE (ALC 2" = 1'-0" 5CALE 2 ELECTRICAL LEDGEND -Qj HIGH HATS LIGHTS C STYLE BY OWNER BUILDER ) SMOKE DETECTOR W/ BATTERY BACK-UP oC UNDER COUNTER LIGHTING +� CABLE / TV OUTLET ON NEW IIOV Recpticals 66 8xi6tmS ii0v Recpvcab µ GFl NEW Ground Fault Inter. Recpticals ® RELOCATED 220v Recpticals T CHAN CEM MOUNTED CHANDLER SINGLE POLE SWITCH $3 3 -WAY SWITCH Electrical Plan 11211 = P-0" SCALE NEW ROOF JOIST Existing 200 141" P P.4NIEL. SCHEDULE / P.4>\lEL LOAD WIRE TRIP POLE DESCRIPTION CIR. CIR. DESCRIPTION POLE TRIP WIRE LOAD 8,000 6 50 2 RANGE 1 3 2 KITCHEN LIGHTS 1 20 14 SEE CALC 4 M. BATH OUTLETS GFCI 1 20 14 SEE CALC SEE (ALC 6 30 2 AIR HANDLER WJ HEAT 5 7 6 j KITCHEN OUTLETS 1 20 12 SEE CALC 8 BEDROOM #1 1 15 14 SEE CALC SEE CALC TYP ON BOTT 9 10 BEDROOM #2 1 15 14 SEE CALC 1,500 12 20 1 REF. 11 12 WATE EATER 2 30 6 6700 11500 12 20 1 DISHWASHER 13 1,500 12 20 1 SM. APPLIANCE 15 16 New Fans 1 201 DOOR OPENNG) 1,500 12 20 1 SM. APPLIANCE 17 18 New Recp 1 20 1 1,500 12 20 1 New Fans 19 n2tO Spoke Detect rs A 1 20 2 2235 745 S/F @ 3 WATTS/SF = 2,235 70 TO 30,000 17735 SUBTOTAL 47 735 W FIRST 10,000 W @ 100 % = 10,000 W BALANCE @40%X 37,735 = 15,094W A/C LOAD @ 100 % = 5,600 W TOTAL AMPS = 30,695 W / 240V = 127.6 AMPS ELECTRICAL NOTES 1. THE CHANGES TO THE ELECTRICAL SYSTEM ARE DESIGNED TO COMPLY w/ NEC -2011. 2. ALL WIRING FOR NEW ELECTRICAL WORK TO BE 12 GA Cu THWN WIRE, INSTALLED IN A SPARE CIRCUIT OF THE EXISTING ELECTRICAL PANEL, USING A 20 AMP AFCI—PROTECTED BREAKER FOR THE 110v OUTLETS. 4. NO Arc Faults Requred / OUTSIDE SHED USE 5. No New Smoke Detectors Needes / Outside Shed Use ELECTRICAL LOAD CALCULATIONS THE NEW LOADS IMPOSED BY THE ADDITIONAL OUTLETS & LIGHTING INT HE NEW UTILITY STORAGE ARE 380 SQ. FT ® 3 WATTS / SQ.FT. = 1140 WATTS 1140 WATTS / 240 v = 4.75 AMPS (A 15 AMP BREAKER IS SUFFICIENT, & THE NEW LOADINGS ARE LESS THAN THE 20% SURPLUS ACCOUNTED FOR IN THE INITIAL PANEL DESIGN FOR THE ORIGINAL CONSTRUCTION PLANS FOR THE RESIDENCE). NOTES: AT LEAST 15% OF LAMPS SHALL , ENERGY EFFICENT TYPE PER FBC R- 504 2. SMOKE DETECTORS SHOULD 5E ON A LIGHTING CIRCUIT RATHER THAN ON A DEDICATED CIRCUIT. 3. NEW SMOKE ALARMS TO BE TIED TO EXISTING SMOKE ALARMS IN EXISTING LIVMCs SPACE SO IF ANY ONE ALAIa" 1 GOES OFF. ALL ALARMS IN THE HOME WILL SOUND 4. ALL WORK TO COMPLY WITH THE 2011 N.EjC. TYPICAL RECEPTACLES ,,ffiig� AFCi`FI' TR "TR" :TAMPER RESISTANT "AFCP - ARC -FAULT PROTECTED _ NEW ROOF JOIST CONC SLAB SIMPSON MSTA-18Z TYP ON BOTT STRAP Door Header Detail 1/2" Scale SIMPSON MSTA-16Z TYP ON BOTT STRAP GONG SLAB Window Header Detail 1/2" Scale / DESIGN DATA FOR WIND LOADS : (MEAN ROOF HGT. Is 15' OR LESS) WIND SPEED IS BASED ON CHAPTER 3 OF FBG -10, RES. 4 ASCE 1-10 110 MPH - 3 SECOND GUST ULTIMATE WIND SPEED FOR EXPOSURE "C" 110 MPH - 3 SECOND GUST DESIGN WIND SPEED FOR EXPOSURE "C" RISK EXPOSURE CATEGORY 2, INT. PRESSURE COEFFICIENT +/- 0.18 PRESSURES NOTED HEREIN ARE GIVEN IN PSF : A INTERIOR ZONE PRESSURES ON WINOOWS/OOORS - + 31.8 PSF INTERIOR ZONE PRESSURES ON WINDOWS/DOORS - - 41.0 PSF OEND ZONE PRESSURES ON WINDOWS/DOORS = + 31.8 PSF END ZONE PRESSURES ON WINDOWS/DOORS = - $0/0 PSF MODIFIED 51TUMEN ROOF ON M/32" COX PLYWOOD, APA -10 RATED 20/40, SHEATHING ON 2 X 10 WOOD JOIST 0 16" O.C. W/ Sd GALV. RINGSHANK NAILS SPACED PER THE ROOF NAILING DETAIL BELOW —A SLOPE 1/411 LF I �> NEW SIMPSON (2) H25A-Z ON BOTH SIDES OF RAFTERS-TYP NEW (2) 2x6 TOP PLATE STAGGER JOINTS BY 46" BETWEEN PLIES 4 NAILES 6 6'i O/C W/ (16) 1601 COM - WIRE NAILS EVENLY SPACED EACH SIDE OF PLATE JOINT 1/2" GYP. BD. 2"x6"STUDS 016"O.C. iA CSP *2 OR BETTER) w/ 2x6 BLOCKING a MID -HEIGHT TOE -NAILED w/ (2) 1201 GALV. COMMON -WIRE NAILS EACH END W/ BATT INSULATION SIMPSON SP6 EA. STUD 4" THICK CONC. SLAB w/ 6"x6 10/10 W.W.M. ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED, WELL COMPACTED FILL 12" X 12" MONO -FTG WI W/ (2) 0 5 CONT BARS EXTERIOR WALL SECTION 1/2" Scale GALV MTL DRIP ( CONT.) MATCH EXISTING FACIA OL TOB V-1" EXISTING �- SIMP50NS MSTAIBZ ( TWIST STRAP) w/ (14) 16d GALV. COM NAILS e EA. RAFTER TO WALL STUD 7/8" STUCCO FINISH OVER 300 FELT COR TYVEX) 4 PAPER -BACKED WIRE MESH OVER 5/8" C.D.X. PLYWOOD SIDING NAILED w/ Sd GALV. RINGSHANK NAILS 6 4" O.G. EDGES, 12" o/c 1N -FIELD (MATCH EXISTING STUCCO COLOR 4 TEXTURE) 5/8"0 X 6" L LAG BOLT w/3" SQ. X 1/4" PLATE WASHER a 24"d/c 4 6" FROM THE ENDS OR BREAKS IN THE SILL PLATE - 2x6 *13 OR BETTER SILL PLATE , P/T STUCCO STOP EXISTING GRADE NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF LUIS C MAURY ENGINEER NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE ENGINEER MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWNGS AND SPECIFICATIONS, U} W Q z Q Z z U E O V O O .� LL ca >•- L — E� V d 0 M c0 d- N U CU 0 _ o c n •- CD •— V N m o Ea 7� � �O � N Ca cfl >•. = to M In CD � N DO 0 > a ct- m LO CU c CUE E N = W N r1'0 o aW�'o�: R W t0 NMz 110 �E 0 L c OLZ �W51E t� W t� Q V Q V I . W j. Z Jm< c ,�-QQaU3 U M _ZQoW � J boa OC U I 2017-01 03-05-18 L. R. C. L. C. M. PROPOSED Floor Plan S-2 IEN ,)NEER t i (3)2X8810"2 (3)2X8SP02 UID HEADER \_(2) UID HEADER SP02 SIMPSON SPTHG-6 2 x 6 SP02 TOP PLATE SIMPSON SPTHCs-6 (2) 2 x 6 TOP PLATE TYP ON BOTT OPENWx PER PLANS TYP ON BOTT /, 4 BOTTOM eM MNATE LOWER 4 BOTTOM d rs PER PLAN CRIPPLES FOR , DOOR OPENNG) SIMPSON MSTA-18Z SIMPSON MSTA-18Z SWISTED TO BOTH SIDES SWISTED TO BOTH SIDES 2 X 6 PT -TYP 2 6 TYP 2 X 6 SP 1 2 X 6 SPr1 m 16" O.C. �2 X 6 SP"2 OR BETTER, O.C. 2 X 6 SP#2 OR BETTER, SPACED 0 16" O.C.V11\__1-PACEO m 16" O.C. N.41 SIMF SON LSTA STRAP R-19 BATT INSULATION 6" X 112" WEDGE -ANCHORS 0 16" 41 1`4 6" FROM ENDS OF SILL PLATE O/C 0 R -IS BATT INSULATION " X i,12" WEDGE -ANCHORS 16" O/C m fiI g 6" FROM ENDS OF SILL PLATE CONC SLAB SIMPSON MSTA-18Z TYP ON BOTT STRAP Door Header Detail 1/2" Scale SIMPSON MSTA-16Z TYP ON BOTT STRAP GONG SLAB Window Header Detail 1/2" Scale / DESIGN DATA FOR WIND LOADS : (MEAN ROOF HGT. Is 15' OR LESS) WIND SPEED IS BASED ON CHAPTER 3 OF FBG -10, RES. 4 ASCE 1-10 110 MPH - 3 SECOND GUST ULTIMATE WIND SPEED FOR EXPOSURE "C" 110 MPH - 3 SECOND GUST DESIGN WIND SPEED FOR EXPOSURE "C" RISK EXPOSURE CATEGORY 2, INT. PRESSURE COEFFICIENT +/- 0.18 PRESSURES NOTED HEREIN ARE GIVEN IN PSF : A INTERIOR ZONE PRESSURES ON WINOOWS/OOORS - + 31.8 PSF INTERIOR ZONE PRESSURES ON WINDOWS/DOORS - - 41.0 PSF OEND ZONE PRESSURES ON WINDOWS/DOORS = + 31.8 PSF END ZONE PRESSURES ON WINDOWS/DOORS = - $0/0 PSF MODIFIED 51TUMEN ROOF ON M/32" COX PLYWOOD, APA -10 RATED 20/40, SHEATHING ON 2 X 10 WOOD JOIST 0 16" O.C. W/ Sd GALV. RINGSHANK NAILS SPACED PER THE ROOF NAILING DETAIL BELOW —A SLOPE 1/411 LF I �> NEW SIMPSON (2) H25A-Z ON BOTH SIDES OF RAFTERS-TYP NEW (2) 2x6 TOP PLATE STAGGER JOINTS BY 46" BETWEEN PLIES 4 NAILES 6 6'i O/C W/ (16) 1601 COM - WIRE NAILS EVENLY SPACED EACH SIDE OF PLATE JOINT 1/2" GYP. BD. 2"x6"STUDS 016"O.C. iA CSP *2 OR BETTER) w/ 2x6 BLOCKING a MID -HEIGHT TOE -NAILED w/ (2) 1201 GALV. COMMON -WIRE NAILS EACH END W/ BATT INSULATION SIMPSON SP6 EA. STUD 4" THICK CONC. SLAB w/ 6"x6 10/10 W.W.M. ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED, WELL COMPACTED FILL 12" X 12" MONO -FTG WI W/ (2) 0 5 CONT BARS EXTERIOR WALL SECTION 1/2" Scale GALV MTL DRIP ( CONT.) MATCH EXISTING FACIA OL TOB V-1" EXISTING �- SIMP50NS MSTAIBZ ( TWIST STRAP) w/ (14) 16d GALV. COM NAILS e EA. RAFTER TO WALL STUD 7/8" STUCCO FINISH OVER 300 FELT COR TYVEX) 4 PAPER -BACKED WIRE MESH OVER 5/8" C.D.X. PLYWOOD SIDING NAILED w/ Sd GALV. RINGSHANK NAILS 6 4" O.G. EDGES, 12" o/c 1N -FIELD (MATCH EXISTING STUCCO COLOR 4 TEXTURE) 5/8"0 X 6" L LAG BOLT w/3" SQ. X 1/4" PLATE WASHER a 24"d/c 4 6" FROM THE ENDS OR BREAKS IN THE SILL PLATE - 2x6 *13 OR BETTER SILL PLATE , P/T STUCCO STOP EXISTING GRADE NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF LUIS C MAURY ENGINEER NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE ENGINEER MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWNGS AND SPECIFICATIONS, U} W Q z Q Z z U E O V O O .� LL ca >•- L — E� V d 0 M c0 d- N U CU 0 _ o c n •- CD •— V N m o Ea 7� � �O � N Ca cfl >•. = to M In CD � N DO 0 > a ct- m LO CU c CUE E N = W N r1'0 o aW�'o�: R W t0 NMz 110 �E 0 L c OLZ �W51E t� W t� Q V Q V I . W j. Z Jm< c ,�-QQaU3 U M _ZQoW � J boa OC U I 2017-01 03-05-18 L. R. C. L. C. M. PROPOSED Floor Plan S-2 IEN ,)NEER t i Ln In 0 rn 00 0 a� z3 0 0- Q c O C O m V a� cu >, m Q0 m c a� 0 0 ca > N NEW SIMPSON H2 y ON CORNERS ON F n NEW SIMPSON (2) 142.5A -Z lX�l =/n-rLl 41nC4 IAC =Ak•r>=✓ A_tYP Roof f raminPlan ' 112 = P-0" SCALE a d d 1 d d DOUFFL NOTE: $5X24"L EME6EDED IN O' EXJS-4"— FOOTER W/ 6" EMB M EPDXY Foundation Plan 11211 = P-0" SCALE 0 CONNECTOR/STRAP FASTENER UPLIFT 0) Download 1411w x 1S" Mono FTG w/ 2 05 Cont Bars 2 U SPACING AFTER Fi/ F2 (LBS) t Roof) U SIMPSON T101:0 1 CAL. CONIC SL04m 41' THICK CONC. SLAB w/ 6"x(oll 10/10 W.W.M. ON & MIL VAPOR a• d —d�._ -I- — — — }� =a-�= °— — _ — . — —.� ` ��� — � ::-a= - -°m' -° ` •. I Q 0 6 a �4 H10A BARRIEiR OVER TERMITE W N N/A 0-4 TREATED, WELL COMPACTED FILL ..•1LL.. • • o m ��CI ST 1NC� I=L00;� SL,4i3 � .a ...4 1 6;I G.C. TO VERIFY COND. OF SLAB -" FOR CONFORMITY WITH DESIGN cti3 — INTENT. NOTIFY ENGINEER OF I:; °° d a a.L. ; x . I x RECORD OF ANY DISCREPENCIES 1, ad.l x I � ' I z IOd d a d a a d a d d 1 d d DOUFFL NOTE: $5X24"L EME6EDED IN O' EXJS-4"— FOOTER W/ 6" EMB M EPDXY Foundation Plan 11211 = P-0" SCALE 0 CONNECTOR/STRAP FASTENER UPLIFT 0) Download ilk 2 U SPACING AFTER Fi/ F2 (LBS) t Roof) U SIMPSON (8) 10d -Joist Q Ylu u H10A 0 W N N/A 0-4 B O SIMPSON MM,91�C ON (4) 10d x 11/2 -Rafters (5) 1/4' x 21/4 Tapcons-Beams 1340 07Q iLZ3 N M -1wco WX cti3 — 0 X w x rM ST INCo PL©OM SL4E3 G.C. TO VERIFY COND. OF SLAB FOR CONFORMITY WITH DESIGN INTENT, NOTIFY ENGINEER OF RECORD OF ANY DISCREPENCIES EXISTING TIE SEAM 010 x 4" Long Wood S�a is 12" O/C MAX ON BOTH SIDE OF 4EADER is 3" EMB �--1xaptMUCKS r NEW S.G.D. W/ IMPACT GLASS DOWEL NOTE: 45 X 24" LONG DOWEL EMBEDED INTO EXISTING FOOTER W/ 6" EMB MIN WITH EPDXY EXISTING TIE -BEAM TOP PLATE "2x" P.T. STUD W,/)/2" — < WEDGE BOLT A8 6" FROM 1/4" DIA X 31/4" TAPGON5 5TAGGERD 12" O/C MAX INTO EXISTING POURED GONG SLAB SLIDING GLASS DOOR 112 = 1 '-O" SCALE CONNECTOR/STRAP FASTENER UPLIFT TOP & BOTT. AND 18" MAX Download ilk 2 — 71.7 PSF SPACING AFTER Fi/ F2 (LBS) t Roof) U SIMPSON (8) 10d -Joist _0 v Ylu u H10A (8)10d - Beam 1140 N/A 0-4 B O SIMPSON MM,91�C ON (4) 10d x 11/2 -Rafters (5) 1/4' x 21/4 Tapcons-Beams 1340 590/ 285 • � L . d.' • .,t y ' 0 X w EXIST. HOUSE BLOCK WALL x I � ' 1/4" DIA X 31/4" TAPGON5 5TAGGERD 12" O/C MAX INTO EXISTING POURED GONG SLAB SLIDING GLASS DOOR 112 = 1 '-O" SCALE WOOD TO MASONRY CONC. 112 = I'-0" SCALE CONNECTOR SCHEDULE MARK CONNECTOR/STRAP FASTENER UPLIFT LATERAL Download ilk 2 — 71.7 PSF ( LBS % Fi/ F2 (LBS) t Roof) 0 4" LAPS -- 1 ROW 0 4" o/c; IN FIELD -- 2 ROWS 0 4" o/c SIMPSON (8) 10d -Joist O H10A (8)10d - Beam 1140 N/A 590 B O SIMPSON MM,91�C ON (4) 10d x 11/2 -Rafters (5) 1/4' x 21/4 Tapcons-Beams 1340 590/ 285 • � L . d.' • .,t y ' WOOD TO MASONRY CONC. 112 = I'-0" SCALE CONNECTOR SCHEDULE MARK CONNECTOR/STRAP FASTENER UPLIFT LATERAL Download 0 4" LAPS -- 1 ROW 0 9" o/c; IN FIELD -- 2 ROWS 0 9" o/c 2 — 71.7 PSF ( LBS % Fi/ F2 (LBS) t Roof) 0 4" LAPS -- 1 ROW 0 4" o/c; IN FIELD -- 2 ROWS 0 4" o/c SIMPSON (8) 10d -Joist O H10A (8)10d - Beam 1140 N/A 590 B O SIMPSON MM,91�C ON (4) 10d x 11/2 -Rafters (5) 1/4' x 21/4 Tapcons-Beams 1340 590/ 285 n/a NOTE: ALL LUMBER SHALL BE PRESSURE TREATED SOUTHEND PINE NO.1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY WEATHI3R RUMITHVE BARRIER HEAD FLASHING 71E -IN NISTRUCT0t&- 1. CUT, FOLD UP at TEMPORARILY SECLIRE WEATHER RESISTIVE HARDER ASM HEAOER TO ALLOW FOR FLASHING INSTALLATION 2 INSTALL GRACE VYCOR....fLUSNEAD FLASHING UNOM WEATHER RESISTIVE BARKER 3. FOLD WEATHER RESISTIVE BARRIER M OVER HEAD FLASHING AND SEAL WITH TAPE SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER GALV FLASHING 2 X 6 P.T. FASTENED TO EA. TRUSS W/ 1/4" dia X 4 —1/2" LAG BOLTS W/ WASHER SIMFSON LTS12 - w (3) 1/4" SLOPE PER F.L. 16d EA END — 2 X 12 ROOF JOIST a 24" O/C SIMPSON HM9KT AT EACH JOIST O IER TIVE -R ®PLUS EXISTING TRUSS _ LEAVE EXISTING PLYWOOD IN PLACE EXISTING C.B.S. WALL C135 Connection 112 = 1'-0" SCALE HAI I a� al SCALE N.T.S. FLAT DECK BASE SHEET NAILING TYPICAL ENHANCED BASE SHEET NAILING BASE SHEET NAILING PAT"ERN ZONEI PRESSURE BASE SHEET NAILING PATTERNS & SPACING 1 — 42.8 PSF 0 4" LAPS -- 1 ROW 0 9" o/c; IN FIELD -- 2 ROWS 0 9" o/c 2 — 71.7 PSF 0 4" LAPS -- 1 ROW 0 6" o/c; IN FIELD -- 2 ROWS 0 6" o/c 3 — 108.0 PSF 0 4" LAPS -- 1 ROW 0 4" o/c; IN FIELD -- 2 ROWS 0 4" o/c DESIGN IS BASED ON FEC -14, RESIDENTIAL CODE, CHAPTER 3, t ASCE 1-10 FOR WIND SPEEDS OF 110 MPH, EXPOSURE MEAN ROOF WI!*WT LESS THAN IS' -0" FOR THIS DESIGN. NAILS NOTED BELOW AR£ Il GAUCsE, IV4" RINCs SHANK NAILS w/ 1%"0 TINTABS INSTALLED IN 36" WIDE ROLLS w/ 4" OVERLAP_ p£SICxN IS BASEp ON GAF CsAFGLAB MOA. EITUMEN ROOF SYSTEM OVER wOOD DECK FOR MAX. UPLIFT OF -528 FSH. BASE SHEET NAILING PATTERNS & SPACING 0 4" LAPS -- 1 ROW 0 9" o/c; IN FIELD -- 2 ROWS 0 9" o/c 0 4" LAPS -- 1 ROW 0 6" o/c; IN FIELD -- 2 ROWS 0 6" o/c 0 4" LAPS -- 1 ROW ®4" o/c; IN FIELD -- 2 ROWS 0 4" o% New Flat Roof Proposed West Elevation 1/4 = 1'-0" SCALE NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF LUIS C MAURY ENGINEER NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE ENGINEER MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. U O _ O U) c: LL cu w ..� �- o 0 Oo Q O C.� ccs ocq o •— z V N m & Eo 000 .� � uj (� IU� N _w > ILOm J U cu c cuE N W OCN r�0 0 a W1 0�" 49 0WtDNM� > "zU 0 h LL z E Q� Q� -W_j W d o — �JQ>�M SWtoM -z4Ln���. 4� '� 0 J W -I U IL Op D a 2017-01 03-05-18 L. R. C. L. C. M. PROPOSED Roof Framing ENGINEER i �3s,i5 yq -77 4� "", t.✓J s r F .,I A a