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HomeMy WebLinkAboutBuilding PlansWIND LOAD INFORMATIONOKA W IN UN THIS BUILDING HAS BEEN DESIIGNED AS AN & APPROVALS 0 Homes By Aburton VIM 850 NW Federal Hwy Suite 226 License • z ARCHITECT i ENCLOSED STRUCTURE IN ACCORDANCE WITH THE W ND SPEED 170 M.P.H. P HDA B ULTIMATE NG FloridaSTA"JLEY FORRES�Tp Florida Reg, No. AR 008867 2- WIND IMPORTANCE FACTOR -1 3- BUILDING CATEGORY -II 5000 AVE. OF THE STARS KISSIMMyTEE , FL 34746 4-WNDEXPOSURE -G (407-997'-8000 E0't°i . 5153 5- INTERNAL PRESSURE COEFFICIENT- +:18 _ 6- COPONENT AND CLADDING DESIGN WIND PRESSURE • Commercial & ReSidemall ConStrUCtlon SEE TABLE. 1 'm w 0 0' NW W k6J N, A C r e fxu 3-D Modeling &Design 7-THISRESIDENCE AND OCCURS WITHIN WIND-BORNE L-j adDEBRIS REGION FOR 170 M P H AND ABOVE Palm R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERA. BUILDINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AS LIMITED BY THE PROVSIONS OF THIS SECTION ADDITIONAL CRITERIA SHALL BE SET FORTH IN TABLE R301.2 (1) TABLE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERA. GROUND SNOW LOAD WIND DESIGN seismic DESIGN CATIGORY SUBJECT TO DAMAGE FROOM WINTER DESIGN TEMP ICE BARRIER UNDERLAYMENT REQUIRED SPEED M.F TOPOGRAGHIC EFFECTS Weathering fr st line depth termite N/A SEE FIGURE R301.2(4) N/A negligible N/A VERY HEAVY N/A ABBREVIATIONS: ddV 1PJ3.J'i! 9VY \d.dd\ $ ACCORDING TO CODE - RESIDENTAIL , CHAPTER 3 � a Eva a / Y / Y ► 9' ®1 / L� �/ ii tyHom ii [» �e l� ®1 1 L `I� FLORIDA ASCE 7-16 AND 7TH EDITION FLORIDA BUILDING ...JJJ 8- ALL STRUCTURES ON THIS PLAN ARE DESIGNED AS r ENCLOSED OPENINGS AND THE TRUSS ENGINEERING SHALL BE PREPARED SUCH AS I 7th Edition (2020) FBC/Residential 107.2.1. 7th Edition (2020 FBC) ASCE 7-16 l� Note: Design Criteria ( Florida Statute 611315-31.002) The Effective Date for the Florida Building Code 7th Edition (2020) 2020/170 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE - 2020 RESIDENTIAL EDITION j EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: OWINDOWS-ANS/AAMA/NWWDA 101AS2 2197 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +35.3 PSF/ -47.2 PSF I 2020/170 MPH I EXTERIOR DOOR REQUIREMENTS " r EXTERIOR DOORS } SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBCR301.2(2) B EXTERIOR DOORS MUST BE MEET OR EXCEED - MIN REQ: OF +33.7 P$F/ -36.7 PSF © GARAGE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/DASMA 108 OR TAS202. FBCR 2010 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF+31.0 PSF/-35.1 PSF x.. z fi I wl , DRAWING INDEX: ' COVER SHEET CABINET ELEVATIONS & LOCATION ............ Al EXSITING FLOOR PLAN .{ .......................... A2.1 NEW INTERIOR FLOOR PLAN ...................... A22 EXISTING FOUNDATION ................................. A3.1 1, NEW /PLUMBING PLAN .............................. A3 2 ELECTRICAL LAYOUT ...... .......................• A4 FLASHING PRODUCT APPROVAL PAGE ..... A5 I �L I i FLOOD AIR FREEZING MEAN ANNUAL HAZARDS INDEX TEMP. ct N A N/A � O U �I NOTES & SPECIFICATIONS: 13. STRUCTURAL STELL SHALL CONFORM TO ASTM A36, EXCEPT TUBULAR STEEL COLUMNS, GENERAL STRUCTURAL NOTES: WHICH ARE TO BE CONSTRUCTED TO 46 KSI YIELD STRENGTH, ALL BOLTS SHALL BE GENERAL NOTES: A325 BOLTS, UNLESS OTHERWISE NOTED. WELDS SHALL BE PERFORMED WITH AN E70XX 1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF CONSTRUCTION INCLUDING ELECTRODE. 1. DO NOT SCALE THESE DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE VERIFICATION OF DIMENSIONS ELEVATIONS AND FIELD CONDITIONS ANY DESCREPANCIES CONTRACTOR TO CHECK ALL DIMENSIONS AND VERIFY THE BUILDING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 14. ALL EXTERIOR AND INTERIOR BEARING WALLS TO BE NO. 3 GRADE KID SOUTHERN YELLOW LAYOUT PRIOR TO COMMENCING CONSTRUCTION. PINE OR NO. 2 GRADE SPRUCE -PINE -FIR, UNLESS NOTED OTHERWISE. 2. CERTIFIED TRUSS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW 2. FOR ARCHITECTURAL REFERENCE, ELEVATIONS SHOWN HEREAFTER ARE BASED ON AND APPROVAL PRIOR TO SUBMITTAL FOR PERMIT, IF ANY CHANGES TO THE TRUSS 15. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAVING ELEVATION 0'-0" AT BUILDING FIRST FLOOR FINISH FLOOR SLAB. DESIGN OR LAYOUT AFTER REVIEW BY ENGINEER, CONTRACTOR IS REQUIRED TO SUBMIT A FIBER STRESS OF AT LEAST 1200 P.S.I. (Fb). CHANGES TO ENGINEER FOR APPROVAL. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF 16. ALL LVL MEMBERS SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2,750 P.S.I. WITH ALL EXISTING CONDITIONS. ALL EXISTING CONDITIONS ARE NOT NECESSARILY 3. THESE DRAWINGS HAVE BEEN. DESIGNED TO MEET THE REQUIREMENTS OF CHAPTER 6 OF AND AN ALLOWABLE SHEAR STRESS OF 250 P.S.I. SHOWN HEREON. ASCE 7 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE FOR WIND REQUIREMENTS OF THE LOCATION OF THIS PROJECT. DE I SPECIFICATIONS N THIS DESIGN SP CI CATIONS ARE LISTED O 17. ALL SUPPORTING FOUNDATIONS AND PILINGS SHALL BE PREPARED AND INSTALLED AS PER 4. ALL TRADES SHALL BE RESPONSIBLE TO READ ALL DETAILS AND SPECIFICATIONS COVER SHEET UNDER CODE COMPLIANCE SUMMARY'. SOIL DENSITY TESTS AND BEARING CAPACITY -SHALL -BE VERIFIED T P A MINIMUM O PROVIDE AND PLANS IF ANY CONFLICT EXIST THAT TRADE SHALL NOTIFY THE CONTRA CONTRACTOR C O ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. PRIOR TO POURING FOUNDATIONS OR F THE SAME PRIOR TO CONSTRUCTION. - - - - -- O E S R 4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL, - --- DRIVING PILES.'_ AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE 5. CONTRACTOR SHALL DIRECT ANY DISCREPANCIES DESIGNER ENGINEER PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 18. FILL FOR FLOOR SLABS SHALL BE PLACED IN 12" LAYERS AND ROLLED AND COMPACTED PRIOR TO CONSTRUCTION AND CONTRACTOR SHALLL BE RESPONSIBLE FOR WORK TO MINIMUM FIELD DENSITY OF 95%AS DESCRIBED IN ASTM 1557D. ALL FILL SHALL BE WHICH PROCEEDS WITHOUT DUE COURSE AND COORDINATION. 5. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 CLEAN SAND, FREE OF ORGANIC OR OTHER DELETERIOUS AMTERIALS. P.S.I. AT 28 DAYS FOR SLAB AND FOOTINGS. PROVIDE 3000 P.S.I. AT 28 DAYS FOR TIE BEAMS AND CONCRETE FILLED BLOCK CELLS. 19. ALL SECTIONS OF C.M.U. GREATER THAN 4'-0" IN LENGTH AND UNBROKEN BY OPENINGS MECHANICAL NOTES: ACT AS SHEAR WALL SEGMENTS AND INDIVIDUALLY PROVIDE BRACING FOR ADJACENT WALL 6. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS FORCES AND MAY BE ASSUMED TO TRANSFER THRU BOND BEAMS TO INTERIOR SEGMENTS. 1. DRYER VENT SHALL NOT EXCEED 25'-0". IN ACCORDANCE WITH ASTM C1019 OR ASTM C476. 2. A/C UNITS SHALL HAVE A MIN. OF 4" CLEARANCE ON ALL SIDES. 7. ALL MASONRY OPENINGS TO BE PRECAST, UNLESS NOTED OTHERWISE. FIELD REPAIR NOTES: 8. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C30 OR C145 WITH 1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I. SIMPSON MTSM16 STRAP OR (1) USP MTW16 STRAP W/ (4) 1/4" DIA. x 2 1/4" LONG 9. MORTAR SHELL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270. TAPCONS (STAGGERED) TO BOND BEAM BLOCK AND 7-10dxl.5" GALV. NAILS TO TRUSS. PLUMBING NOTES: (MAXIMUM UPLIFT VALUE 1000 LBS - CONSULT WITH ENGINEER IF REQUIRED UPLIFT 10. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL MINIMUM GRADE 40 AND IDENTIFIED VALUE IS GREATER). 1. WATER HEATER T&P RELIEF VALVE TO BE FULL SIZE TO EXTERIOR. IN ACCORDANCE WITH ASTM A615, A616, A617 OR A706, FREE FROM OIL, SCALE AND RUST, UNLESS NOTED OTHERWISE. 2. TED WITH 1/2" MISSED "J" BOLTS FOR WOOD LOAD BEARING WALLS MAY BE SUBSTITUTED U 2. WATER HEATER AT FLOOR LEVEL TO BE IN A PAN WITH DRAIN TO EXTERIOR DIA. THREADED ANCHOR BOLTS SET IN A 5/8" DIA. x 6" DEEP HOLE, FILLED WITH ( WITH THERMAL EXPANSION DEVICE). 11. CONCRETE CAST AGAINST THE EARTH SHALL HAVE A MINIMUM CLEAR COVER OF 3" OVER "U.S. ANCHOR" ULTRA BOND OR "SIMPSON" EPDXY -TIE SYSTEM FOLLOWING ALL 3. SHOWER FIXTURES SHALL CONTAIN TEMPERATURE CONTROL VALVES. REINFORCING STEEL. MANUFACTURER'S RECOMMENDATIONS. (OR 1/2" DIA. x 5 1/4" LONG "REDHEAD" OR "HILTI" STUD EXPANSION ANCHOR BOLTS FOLLOWING ALL MANUFACTURER'S INSTALLATION 4. ALL HOSE BIBS SHALL HAVE BACKFLOW DEVICES. 12. REINFORCEMENT BAR SPLICES: PROCEDURES. #5 BAR AT 25" MIN. 5. MAIN PLUMBING VENT SHALL BE 3" DIA. MINIMUM. #7 BAR AT 35" MIN. 3. MISSED DOWN RODS MAY BE SUBSTITUTED WITH #5 REBAR SET IN 3/4" DIA. x 6" DEEP OTHER: #3 TIES AT 15" MIN. HOLE FILLED WITH "U.S. ANCHOR" ULTRA BOND OR "SIMPSON" EPDXY -TIE SYSTEM FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS. CODE COMPLIANCE NOTES: W.W.F. AT 15" MIN. 1. NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN. (FOR GUN DRIVEN NAILS, THE MINIMUM SHANK SHALL BE .099 DIA. x 2 1/4" LONG WITH 15/64" DIA. HEAD, FULL ROUND). 2. STAIRS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 6'-8" MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSING, SUCH HEAD- ROOM SHALL BE CONTINUOUS ABOVE THE STAIR TO THE POINT WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. 3. WINDOW AND DOOR BUCK ATTACHMENTS SHALL BE INSTALLED PER MANUAAACTURER'S ANCHORING REQUIREMENTS. CERTIFICATIONS SHALL BE PROVIDED BY THE RESPECTIVE MANUFACTURER RELECTING DESIGNS W/ MINIMUM WIND PRESSURES SET BY ENGINEER. 4. Standing Seam Kynar Brown) ROOF SHALL HAVE SELF -SEAL STRIPS AND CONFORM TO ASTM D225 OR D3462. FASTEN WITH GALVANIZED ROOFING NAILS 1 114" LONG WITH MINIMUM OF FOUR (4) FASTENERS PER STRIP SHINGLE. ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM D3161 OR M-DC RA 107-96 FOR THE APPLICABLE WIND ZONE. 5. Standing Seam Kynar(Brown) UNDERLAYMENT SHALL CONFORM WITH ASTM D226, TYPE 1. A.B. ANCHOR BOLT EA. EACH REQ'D.. RE UIRED H M. Q ABV ABOVE MASTER. E.B. EYE BROW MANUF. MANUFACTURERRM ROOM . A/C AIR CONDITIONER ELECT ELECTRICAL RND ROUND MAX, MAXIMUM U ACI AMERICAN CONCRETE INSTITUTE ELEV " ELEVATION A.F.F. ABOVE FINISHED FLOOR EMBED. EMBEDMENT MC MEDICINE CABINET S SHELF _ O AR ARC FAULT INTERRUPT E.W. EACH WAY MIN. MINIMUM S.B.P. SOIL BEARING PRESSURE _.:I( AH AIR HANDLER EXT. EXTERIOR MIRR MIRROR SO SMOKE DETECTOR M.J. MECHANICAL JOINT SECT. SECTION 1 ALUM ALUMINUM FBC FLORIDA BUILDING CODE MONO. MONOLITHIC 1i AMP AMPERE SF SQUARE FOOT i7 APA THE ENGINEERED WOOD ASSOCIATION - FIN FINISH M.P.H. MILES PER HOUR S.G.D. SLIDING GLASS DOOR O - ;a M ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS FIX FIXTURE MWFRS MAIN WIND FORCE RESISTING SYSTEMS SH SINGLE HUNG � f E.G.-_FIXED GLASS SPECS SPECIFICATIONS A.T.R. - ALL THREADED ROD-Y-- - N/C NOT APPLICABLE`- a FLR FLOORNOS NATIONAL DESIGN SPECIFICATION S.P.F.SSPRUCE -PINE-FIR FIR B BOTTOM - --- f; FOUND. FOUNDATION , S FT. S DARE FOOT (am) I� _- ___-_ FOR WOOD CONSTR_ UCTION_. -__ _ Q Q 1.: ___ W r/ 1 BLit -BLOCK --- FTG�-�OT1NG - �- NIC NOT INCLUDED SW - SWITCH V t BOT. BOTTOM f S.W.C. SHEAR WALL CONNE R � l BRG BEARING GA GYPSUM ASSOCIATION NO. NUMBER <. - S.W.S.. SHEAR WAIL SEGME -` `- GAL. GALLON N.T.S. NOT TO SCALE r^ C8C COMPONENTS AND CLADDING GALV. GALVANIZED S.Y.P. SOUTHERN YELLOW P V 1 CANT CANTILEVER G.B. GLASS BLOCK OBS. OBSCURE T 4;. CIR CIRCLE GDR GIRDER O.C. ON CENTER T&G TONGUE AND GROOVE O.H.D. OVERHEAD DOOR ^ iJ CLG CEILING GFI GROUND FAULT INTERRUPT OSB ORIENTED TEMP TEMPERED -- STRAND BOARD S C.M.U. CONCRETE MASONRY UNIT GLS GLASS THK- THICK C.O. CLEAN OUT GNN GEORGE N. NEWHOUSE, P.E. P PRESSURE T-NAIL TOENAIL v COL. COLUMN GYP. GYPSUM PAR PARALLEL �p1 COMB COMPACTED T.V. TELEVISION P.C. PRECAST LINTEL TYP. TYPICAL COND CONDENSER HB HOSE BIB PED PEDESTAL _ W HDR HEADER PERP PERPENDICULAR UL UNDERWRITERS LABORATORIES, INC. HGT HEIGHT U.N.O. UNLESS NOTED OTHERWISE CODES IN EFFECT: CPT CARPET PKT. POCKET CONT. CONTINUOUS HOR HORIZONTALPLT. PLATE U.S.G. UNITED STATES GYPSUM COMPANY d PENNY: HT HEIGHT PLUMB. PLUMBING V VOLTS '. FLORIDA BUILDING CODE 2020 DBL. DOUBLE HVAC HEATING, VENTILATING pLWD PLYWOOD VENT. VENTILATED • DECOR DECORATIVE AND AIR CONDITIONING PREFAB PREFABRICATED VIN VINYL FLORIDA BUILDING RESIDENTIAL 2020 DET. DETAIL DH DOUBLE HUNG INCAND: INCANDESCENT P.S.F. POUNDS PER SQUARE FOOT VISA. VISQUEEN y;cn DIA. DIAMETER INSUL. INSULATION P.S.I. POUNDS PER SQUARE INCH VOL VOLUME FLORIDA PLUMBING 2020 Z1496 0,8� DISC. DISCONNECT KD KILN DRIED LUMBER P.T. PRESSURE TREATED I 7 z W WASHER 2020 PVC POLYVINYL CHLORIDE FLORIDA MECHANICAL D.L. DEAD LOAD W/ WITHREVI WED FOQa DR DOOR LBS POUNDS QTY. QUANTITY W.C. WATER CLOSET NATIONAL ELECTRICAL CODE 2017 N.E.C. a DRY DRYER L.L. LIVE LOAD R ROD WD. WOOD 11 ! CODE C MPLIA LT LAUNDRY TUB .REC RECEPTACLE WOW WINDOW VTR �� 'c COU LVL LAMINATED VENEER LUMBER REF. REFERENCE WH WATER HEATER :w ¢ E V �1 REFG. REFRIGERATOR W.I.C. WALK-IN CLOSET DESIGN LIVE AND DEAD LOADS: /t /� REINF. REINFORCED WP WATER PROOF FLOOR: 40 PSF LIVE, 10 PSF D oc*+' RES. RESIDENCE W.W.F. WELDED WIRE FRAME STAIRS: 40 PSF LIVE, 10 PSF DEAD LEGEND & SYMBOLS: FLOOR PLAN: ELECTRICAL PLAN: IN - #5 DIA. ROD IN FILLED CELL qP DUPLEX REC. - 2x4 FRAME WALL 220V 220 VOLT REC. - 8" C.M.U. WALL WP GFI WATER PROOF REC. • GFI �' GROUND FAULT REC. o -INTERIOR BEARING WALL \SW 1/2 SWITCHED REC. - DENOTES W-l" PLT. HEIGHT $ SWITCH - DENOTES 8'-8" PLT. HEIGHT $3 3 WAY SWITCH INCAND. CEILING FIX. - DENOTES 9'-0" PLT. HEIGHT 10 INCAND. WALL FIX. - DENOTES 10'-0" PLT. HEIGHT TRACK LIGHTING FLUORESCENT FIX. - DENOTES OTHER PLT. HEIGHT /e�G0111L/� SEE ELEV. & FLOOR PLAN EXTERIOR FLOOD LIGHT FOR PLT HEIGHT - INTERIOR 2x4 WALL W/ HEIGHT o CEILING FAN PREWIRE NOTED ON FLOOR PLAN 220V @ 220 VOLT SHELF ® 8'-4" -(UNLESS 110V Q JUNCTION BOX 110 VOLT JUNCTION BOX (UNLESS OTHERWISE NOTED) EXHAUST FAN CPT,VINYL - CARPET TO VINYL TRANSITION O SMOKE DETECTOR W/ BATTERY BACK-UP 8A - DENOTES DETAIL REF. NO. PHONE REFER TO DETAIL SHEET N � CABLE. CONNECTION RECESSED CAN LIGHT DENOTES INTERIOR ELEVATION REF. REFER TO ELEVATION SHEET ® ❑ VAPOR PROOF RECESSED CAN LIGHT PRECAST - PRECAST COMPOSITE LINTEL Lr EMERGENCY LIGHTING W/ L-2(0) - PRECAST LINTEL REF.. BATTERY BACKUP SHEET71 - PRECAST UNTEL SHEET NO. PC -ONLY - PRECAST LINTEL ONLY HDR-1 - FRAME HEADER ROOF: PER TRUSS MANUFACTURER OR 30 PSF LIVE, 15 PSF DEAD,ct 55 PSF VE, 25 PSF DEAD (SHINGLE) hW (TILE) i/"I L 1 1 DESIGN CRITERIA (FBC, SECTION 1606.2): POO" ® O WIND LOADS: ROOF 20 PSF (30 PSF AT OVERHANGS) WALLS ?2 PSF WIND SPEED: 170 M.P.H. ULTIMATE Ffle C_;Opy', W (108 M.P.H. FASTEST MILE) SNOW: N/A SEISMIC: N/A APPLICABLE INTERNAL R SSURE COEFFICIENT: 0.18 0 + w WIND EXPOSURE: C (NG'OSED) WIND IMPORTANCE FACTOIIIk: 1.0 TYPE OF CONSTRUCTION: ` VI, UNPROTECTED W O ® - LAUNDRY TUB - WINDOW OR DOOR A PRESSURE REF. REFER TO SCHEDULE C) ® - BATH TUB & SHOWER xx The design of this plan is W ROMAN BATH hereby the sole ownership Q 0- F�l of Homes by Aburton - SHOWER STANLEY FORREST By the laws of the United States Florida Reg. No. AR0006867 R FE11 - WASHING MACHINE copyright protection. any form of copies O - WATER HEATER or duplication of this is a Violation of Date the U.S. court systems and will be enforced ,75 I FOUNDATION / PLUMBING PLAN: TRUSS FRAMING PLAN: ❑ - #5 DIA. ROD IN FILLED CELL - TRUSS OR GIRDER - INTERIOR BEARING WALL - FLOOR J01 ......••. - PVC CONDUIT - CONVEN: L FRAMING - FOOTING - FRAME HEAfff6ER OR BEAM 12A - DENOTES DETAIL REF. NO. - PRECAST L JTEL REFER TO DETAIL SHEET i -CONNECTER REF. NO: WATER CLOSET 1 REFER CONNECTOR SCHEDULE - LAVATORY KITCHEN SINK ELEVATIONS OR FLOOR PLAN: �r.._:. 43v ..v.•_ "�f{y _... _Y_�/!�_"."IL1[v4y SY�E6.� I. FLORIDA BUILDING CODE 2020 STUDY BB FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 File Copy .�'-- SCALE: N.T.S. 77 3V FLORIDA MECHANICAL 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. ��; l p�w�� I4�arr=-� ARCHITECT Dm* MG c� SF ( i�K RLLsL �+ �/ c F.B.C. 7 th Edition (2020) & N.E.C. 2017 Dnwu MG AFvD� SF STAN LE I F®RREJT NOTE: PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED p G 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE DATE OF DWO Florida Reg. No. AR 008867 THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED Approved By: IF, or ELEVATION 5000 AVE. OF THE STARS KISSIMMEE , FL 34746 �T D L SEAL AND SIGNATURE OF THE DATED' X C The design of this plan is Homes B Abu ton ENGINEER OF RECORD. o hereby the sole ownership (407-997-8000 EXT. 5153 Horrocks Residence. y FLOOR�PLAN H®MES BY ANY ALTERATION OR USE OFF IQ of Homes by Aburton p + ,y� pp By the laws of the United States Commercial & Residentail Construction 7OO NW W111terS Creek ROGLd THESE PLANS WITHOUT CONSENT STANLEYFORREST copyright p y P 3-D Modeling &Design • ABURTON Hwy OF SAID ENGINEER SHALL Florida Re -X co i ht protection. an form of copies � g$Q NW FedeTB), H Suite 226 g. No. AR 0006867 SCALE: ASNO � D or duplication of this is a Violation of e�ly� 1 Q �7 CONSTITUTE FRAUD AND IS A SHEET InfinityHomePlans.com Palm City, FL 34990 Llcense�WW GC152O713 471OF HE FLORIDA L RIDASTCHAPTER UTE. SHEET: C� the U.S. court systems and will be enforced www.InfinityHomePlans.com �y, ®LJv L fitC LLiLJ 1 i/6 7 4CLEAR VIOLATION RIDASTATUTE. A Date .► 4., m ir , e�.�. a , k. 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M ,rn I e•_rw w_m I a-r a-7 I_ / \ I \—/ I I I N \—/ I I_ \/ \�J I \ I I— 7 \ I V ^i w i o I i w 1 EXISTING SCALE = NOT TO SCALE STANLEY FORREST Florida Reg. No. AR 008867 5000 AVE. OF THE STARS KISSIMMEE , FL 34746 (407-997-8000 EXT. 5153 Commercial & Residentail Construction 3-D Modeling &Design www.InfinityHomePlans.com SCALB ASNOTED A 2.1 LL DAD(ci-Q<�QLs i - 53'-b' 31�}• EXISTING WINDOW TO BE EXISTING INDOW TO BE E� - EXISTING WINDOW T6 BE REPLACED w/ new PGT REPLACED w/ new PGT REPLACED w/ new PGT 141_O 11 O3 SH 27"x36" + WINDOWSNEW SH 2 "x36" +76.5 -6 . O3 76.5 -67. O2 +6 .0 (-8 . FLT-7212 FLT-7212 FLT-8970 H.R.108"x96" CJJ LOCATION TYPE ## 1 1_411 ,j 1_411 21_4 _1 ! i 01 new PGT S.H. 38"x25" +65.0 / -80.0 FLT-7212 02 Y i. r 02 Sz new PGT H.R.108°'x96" +65.0/-80.0 FLT-$970 03 CV O = 7. 03 new PGT SH 27"x36" +76.5 -67.5 FLT-7212 04 - _ s 04 new PGT sh 36 + 65 ! - 80 FLT-7212 1 01 -! -I 07-07-21 " - new a ectnc Ire p ace -! 07 - 07 - 21 i ---- - - 05 new PGT sh 1/2 36 + 65 / - 80 FLT-7212 02 new electric fireplace 06 new PGT F.G. 24" x27" above +76.5 -67.5 03 14' - •> FLT-7212 u + 65 / -80 03 u -CJ 6 -O - .; 07 new PGT H.R. 48"x72" FLT-18-7835.2 EXISTING S.G.D. TO B1 ' REPLACED w/ EURO-WALL o new PGT T-2"x 2'-4 03 + 60.0 / - 65.0 °x° FLT-7212 C4' 4" 4 14'-2" 30'-0• 8new PGT FIXED GLASS 53"x36" +76.5 -67.5 + 65 / -80 FLT-7212 01 EXISTING WINDOW TO BE 48"x63" SLD 02 EXISTING WINDOW TO BE REPLACED " c28" FD ABV new PGT 48"x63" SLD + 65 / - 80 REPLACED w/ new PGT rn H.R. 74"x96" G 48"x28" FD ABV +76.5 -67.505 .5 -67.5 0 o new PGT 10 FLT-18-7835.2 co +65.0 / -80.0 FLT-18-7835.2 + 5 / - 80 0 + 5" / 80 m . ; :1 ....::.' 48 x 3 SLD a 11"xZ 48 x63 LD4 "x28" FD ABV LL 11 F AB + _1 0 new PGT 38"x28" +76.5 -67.5 +76.5 67. 5 67.5 02 FLT-18-7835.2 LT-18-7835.2 FLT-18-7835.2 �:_ - - -- --------- EXISTING-- - 1Q _NEW D®ORS r 1 O WINDOW TO BE + 65 / - 80 m REPLACED w/ new PGT 0 $ 48"x63" SLD oo 48"x63" SLD + 65 / 80 48"x28" FD ABV aVo E TI W D T E 48"x28" FD ABV +76.5 -67.5 v, EP C w/ O ro REAR C COVERED r R r D PORCH RC EURO WA�00"x80" +60.0 / - 65.0 FL # 17838 01 V C c r r EXISTING S.G.D. TO BE I -T4° 4" -0" -0° 3 "- $ EXISTING WINDOW TO BE EURO -WALL EXISTING S.G.D.TO BE REPLACED w/ EURO-WAL REPLACED w( new PGT O 02 B REPLACED w/ EURO-WALL FL # 17838 4' " 3- n SH 27"x36" 60"x80 + 60.0 / - 65.0 FL # 17838 T 60"x8O" + 60.0 / - 65.0 60"x8O" + 60.0 / - .0 o S 03 +76.5 -67.5 EURO -WALL >j EXISTING S.G.D. TO BE -4 REPLACED v✓LEURO-WALL A B o 01 - 150"x8O" + 60.0 / - 65.0 FL # 17838 ° EXISTING WINDOW TO BE <i FL # 17838 0 � j O F REPLACED w/ new PGT D FFRONT RENCH ENTRY 60"x10"-0" + 50 / - 50 200"x80 +60.0 / - 65.0 FL 1 8 ! ! 01 ::,.. ... ;.. 7"x36" FL-10445.2 _ :: ILL SH 2 G+76.5 -67.5 SIDE GARAGE + 50 / -50 O 2 2868 S. C.DR Panel square 01 fiberglass FL# 17184.5 A 220V O i v 0 Q -10'01 EXISTING WINDOW TO BE = REPLACED w/ new PGT r` 38"x28:: n +76.5 -67.5 CID n EXISTING WINDOW TO BE 11 02 REPLACED w/ new PGT H.R.74"x96", g -n +55.0 / -80.0 N m a EXISTING WINDOW TO BE ° o ' REPLACED w/ new PGT N / I F.G. 3'-2"x 2°-4" D. . 08 +76.5 -67.5 q ' - L .. 101_311 21-� 11 101_2II � �_/ II W. -- ', 6 EXISTING WINDOW TO BE 3 !' / f 11 REREP F G D3 / ew PGT N -Q 2 -� 11 3 -4 3 -10 3 -10 11 00, 00 I EXISTING DOOR TO BE ! �! E TI A CE N IC T RE AIN ,: REPLACED w/ /M\[/LF\TLIFT -n c.---'-'J I ND R OM EXISTING WINDOW TO B ` LIFT REPLACED w/ new PGT � 2, !„ ,.. F.G. 3'-2"x 2'-4"'LIFT UFr LIFT S +76.5 -67.5 z x s wet wale ___ _ ._ 2 x68" s; rfTN. FRAME _ - 868 S. C.DR -4SURR ll EXISTING WINDOW TO BE .' 5' • 2'-1 5'-1 _ ,' = m Q '' I'- 8'- 14'- + 50 / 50 -1 REPLACED w/ new PGT FL# 17184.5 38"x28" 2 panel square 1/2 CDX PLYWOOD 8d ring shank nails +76.5 -67.5 ' ';, - fiberglass g ;,: " �LI6Hr�` TCP�L 8" in the field ox. and 4" o.c P erimiter )D , ! -T' 4'-10�' / . \ ` ::::• r 0 - USE TYVEK OR EQUAL 11 w ' ADJRDLLOUT UNDER PAPER BACK WIRE LATH ,% =. ,% ,' _i %� 12MM R - 12 • 07-07-21 5-II 11 .. :' 1 , ,� � 4.2 1 8 ' • INSULATE W/ BATT. INSULATION R-19 ,. i ! <?. O i u I u - - O 3 4 3 O 2x4 S- YP-f�T.-fromin '. :. 6 _ 1 .. 16-0.C. to &bottom EXISTING FIXED GLASS T P 2x4 BOTTOM: &TOP PLATE' �r r ND G IS T B r 1 u ' ,. W MIN 12d NAILS REMOVED &FRAMED IN LS SP4 EACH STUD E) TI D R OB .. , 1 I r i I 2 top &bottom INFILL ATTACHMENT TO ,_ . '_ •' '_ •; EP C w/ x I , , o _ :<:..:..:,f:.'.... ... .. .... 1/2 36 sh 36 sh 1/2 6 65 / 80 FRAME AT F s' - WINDOWS &DOORS µ'me NINE : 05 04 05 i W/ F.G. 24" x27" 24" x 36" 24' 27" above 1 N.T.S. t. , +76.5 -67.5 +76.5 -67.5 +76.5 -67.5 _I .. TTUUJAN 06 ti o _.. .,.. Y _ i 1/2 CDX PLYWOOD 8d ring shank nails ,. :: '.; ; .:.:«: .•; A I6 -0 { 2_g• rti (O 8" in the field o.c. and 4" o.c perimeter FLT-7212 USE TYVEK OR EQUAL 53"x36" O UNDER PAPER BACK WIRE LATH +76.5 -67.5 H.R.- 09 + 6 -80 10'-3" ?° 4 i ' 07-07-21 o INSULATE W/ BATT. INSULATION R-19 + 6 -80 H.R. 48"X72" 07 I O EXISTING WINDOW TO BE 2x8 SYP P.T. framing FLT-18-7835.2 G I �.\ r, ® 16 O.C. REPLACED w/ new PGT W� MIN 12d NAILS r co co - EXISTING WINDOW TO E - -- - - - - - �- -- 2 to �c bottom ti j P REPLACED w/ new PG INFILL ATTACHMENT TO MBOTTOCON C.M U.'WA� MIN. -'- - -'- - 1� cv MASONRY AT SP8 TOP & BOTTOM INDOWS DOORS FLT-7212 FLT-7212 W& N REVIE ED FOR ODE__ 1lANCE - - T" U COUNTY N.T.S. 4'-0' S'-8" 4'-0" 10'-0" I6'-0' O1 EXISTING WINDOW TO BE EXISTING WINDOW TO BE 01 � REPLACED w/ new PGT REPLACED w/ new PGT 38"x25" +65.0 / -80.0 38"x25" +65.0 / -80.0 645" 2&'-0' 24'-0° CODES IN EFFECT: FLORIDA BUILDING CODE 2020 FLORIDA BUILDING RESIDENTIAL 2020.......�:�,,.. FLORIDA PLUMBING 2020 6270 - S Q FT REVISED NEW FLOOR PLAN FLORIDANATIONAL ELECTRICAL CAL 2020 - - NATIONAL ELECTRICAL CODE 2017 N.E.C. SCALE - - ARCHITECT NE" RENUVATIUN STANLEY FORREST Florida Reg. No. AR 008867 5000 AVE. OF THE STARS KISSIMMEE , FL 34746 (407-997-8000 EXT. 5153 Horrocks Residence: Homes By Aburton Commercial & Residentail Construction HOMES BY 3-D Modeling &Design 700 NW Winters Creek Road, ABURTON 850 NW Federal Hwy Suite 226 Palm Cit , FL 34990 Stuart F134994 www.InflnityHomePlans.com y License WGC1520713 :r :r 8 M ,�• ,• 8888 oars MG cmao)� SF Dnxrs MG Awo SF REVISION DATE OF D DATE OF DWO DAT DRAWING NAME: , SCALE: ASNOTED A 2.2 i L e v q' f \ _5`._,..5 ,>7. , '-s r as-..- ra t. ..• .. .:.. .. ...-.... _. 3Y' .. r. .. ,,. ... : .:. ..r ,: .. .J - .'. '.: r-„n z • a. .• -n. ., r. .. -27 y to ��� [}k•• F rx , ._#v. r .. .... `E,. _. ! ,. .. i.. .. e , , e eY.rr,::" ::.. .w.n+-T, ,T. _ +e1' : - r joint 1 f 4" e xp, ca i side wall I AIL r I JONf r I I r _— ❑ ,t r I --- -_--_ __-_ -� _ __ _ _ _� �_ _� 4-0 2-1 { _ I I i INf ALL It C II I BENEALf f P f TURN IN;f(l I ! } A II 0 GOi! I 14___,_ II I 1 OF BLOCK fYPICAL I !d i t 1 I - 3 X 3Z IZ CONC. Fff. I I SLAB 0" - - - - - - - _ _ I I 0.1 1I I W/ a #5 K. MH WAY ( IC II II 1 ,,. [. I I i eX6 PONY I l qA I 1l 54 WAIF I, Cfi W. i i { Ile, � } { ' W , I J. I t _ I ���p� O <,... .._....-. ,.:.,. .. \: «' I I/� I'xWVGS. : / I' I '.. I 1 I 6 PVC PIPE Pk.EV, �;>--' ' JOINT l SINK W/ f�Sti� fAfE IfJK = y - It I _ ( DISPOSAL WAU, r i I � ._. — - — e--_--.--_--,-« _ ___ � 4 I � I _ 1 p IN GAPES 1 Q Wi'k i EO { ❑ - - - - - - - - - - - - - - FRI FfG. f0 UNfEI. 51iEEG } I _ ,i _ _ _-_ _ __ POUR DELL SOLID W/ CONC. I I I ] t (� I F -� I I I 1 II 11/e` WGI6S PROVIDE I/A` COPPER I l( G3I _ 1 I I I I.1 WAfER LINE �µ/ VALVE 1 - - - - - I I I. l t1` X I6' CONC, ffG f0K IUMAKER I I 1 11 I I, 1I W/ e f5 RODS CONE. f J 1I I { X b UV. Af 0.O (8 MIN. ABV, GRADE 1 e' � II - I I I _ 14'-5 112 I 5'-1 112 11'-11" 2 -Q„. 7,-' I I I 0) 1/2` GONG, SLAB - e500 PSl I I , W/ 6 X 6 X IO/Ip WKIEf��15B � I 1 • .006 POLY VAPOR BA � 20'-7" 1,-7" [ } t p s 1 1 • fC0 AC / fr f LMII 1 PL1450NING = S" X 16' GONG. P fG: - -4 I❑ I ` 1 4A W/ e *5 KODS CONfr i } , y +� 00 IT-- I iI CN `�" I 4 4 t I I I I I I L.{ I ) CD <-rv 1i:1 I j i t 1: 7 -iG" a I`ONY ---ill i' I. IO O f I I I WALL j I I CD NSEN 1l.II t I f0 BOTTOM 0> BO I I l: 11 II � I I I q� I I II (1CIA I } I, II � ,I I i AA I I NB -. I I CD1. F" $,-0 2'-7 1f2" .w I.4100I I I I I I' T�,tl �Ki�l �L1C1= 7� 8 w 1 45 CON1 Q r, . o 0 7 . , 30 X 30' CWAFRWI 4 FS REAAG4A I ttAO � LQOP I I L 14 CDZ4 6" 18'-1„ }e`3 ry_gyp, ' „ En ` a"'$„ il tt q F `6no .. I g l I1 L OF PAD FOOT G I ELeVI OF PAD F001 G I I . _ I II L I I ELEb. I l A I 4A I -- a*`#•r" .z %--' .. _ O �*-.._. `"-^ , " i) : ,f , R r I I 1 14" I CONC., BLOCK I C 1 I I I I f0P Af 1.q I I OF PAD EOOf`G I I �" I I I i 1 .. 1 II II ( o I _ -----_ _ I I I i -----_--.-:--_,.,_.-- 114'_4"1 $'_$" 3'- 1$,-0 1 I T - --- - Et fl. 1_------'----__ �I EDGE � III La. . ?� XOCKI �� GflB7: I-❑ 6 X 16 II 1I Ii I I I } I I - r .10DO ,.Ai Ill 1,11 till I ,LL efev I r k n'nr.. , n :-a:: ', r n,r --r'. .a --. '� ) `� 1 �' :R✓ • j -I.: I, I : 1 T a I .U.. fl ,. 5141 x 2 4 4 -(Y' S8' 4'-I)" 2'-Q" 1il'-0" 16'-(Y' p . a , - 1 4 � , f it, , r .<Y..i +.. -r' , .✓ r. e.'. ." .T ...-,... , .- rn r %-. I. .._... .. I ❑ �, ._. ,r,a.—CN - Y r i , _ _ - 1 r. %"+' .j-,ar .ra. Y,np. 4:: '. "^ t.. v T'c .. •- J .,.t I , .. ... „ « EXISTING FOUNDATION PLAN &PLUMBING LAYOUT ARCHITECT F WM � ELEVATION A STANLEY FORREST Florida Reg. No. AR 008867 5000 AVE. OF THE STARS KISSIMMEE , FL 34746 (407-997-8000 EXT. 5153 Commercial & Residentail Construction 3-D Modeling &Design www.InfinitvHomePlans.com Horrocks Residence: 700 NW Winters Creek Road, Palm City, FL 34990 Homes By Aburton �1 m HOMES BY AB URTON 850 NW Federal Hwy Suite 226 Stuart F134994 License WGC 1520713 NOTE: THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT OF SAID ENGINEER SHALL CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. REVIEWED FO CODE COMPLIAI ST.- LUCIE COUP BOCC F.B.C. 7 th Edition (2020) & N.E.C. 2017 PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE Approved By., STANLEY FORREST Florida Reg. No. DATE OF DWQ DATE DRAWING NAA %E SCALE- ASNOTED > A 3.1 Di 55-4-1 31'-4' O 117 r 5'-102V" 22'-2&" NON BEARING FOOTING EXSITING SAW CUT AREA DOES NOT EFFECT INTEGRITY W/ NEW CONCRET 3000 PSI. SEE TYPICAL SLAB REPAIR DETAIL THIS PAGE SLABNOTE 4' CONCRETE SLAB W� FIBERMESH ( OR 6"x6 7 b 10/10 W.W.F.) OVER 6 MILL VISA, 301-OIF , 14'-2" AND CLEANCOMPACTED, BORACARE SYSTEM FOR TREATMENT OF TERMITES WILL BE USED ABOVE GRADE t - - - - - - - - - - - - - -------------- SAW CUT CONIC. SLAB SAW CUT CONC. SLAB & COMPACT SOIL & TREAT W BORA-CARE COMPACT SOIL TREAT W BORA-CARE MOVE PLUMBING AND INFILL 4 -0. 1 MOVE PLUMBING AND INFILL W/ NEW CONCRET 3000 PSI. PLUMB PIPE F SEE TYPICAL SLAB REPAIR DETAIL W/ NEW' CONCRET 3000 PSI. L --4 THIS PAGE F- - - - - - - - - - - - A /'4 SEE TYPICAL SLAB REPAIR DETAIL RELOCATION CLEAN COMPACTED FILL IN SLAB COINUIT FOR ELECTRICAL SLABNOTE REPAIR ON SLAB FIBERMESH ( OR 6"x6" CT i, 1 CUT f THIS PAGE 4' CONCRETE SLAB W/ NEW 3000 # 10/10 W.W.F.) OVER 6 MILL VISQ, EXISTING CONCRETE SLAB ON SLAB REPAIR TING CONC bl-01 EXISTING RETE SLAB AND CLEAN, COMPACTED, BORACARE SYSTEM FOR TREATMENT OF TERMITES 14 2' WILL BE USED ABOVE GRADE IJ > II III III6" MIL ViSQUEEN � II III III SLABNOTE < 4- CONCRETE SLAB W/ X FIBERMESH ( OR 6"x6" r 10/10 W.W.F.) OVER 6 MILL VISQ, 2 C�T DETAIL OF SLAB 2 SAW TYPICAL CONIC. SLAB REPAIR AND CLEAN, COMPACTED, BORACARE SYSTEM N.T.S. N. T. S. FOR TREATMENT OF TERMITES z z WILL BE USED ABOVE GRADE SAW CUT CONIC. SLAB x COMPACT SOIL & TREAT W BORA-CARE MOVE PLUMBING AND INFILL W/ NEW CONCRET 3000 PSI. SEE TYPICAL SLAB REPAIR DETAIL > 1-211 t 2 THIS PAGE < </ 51-6 ONCRETE SPEC S 21'-2!N" VB- 2500 P.S.I. IN 28 DAYS L FOOTERS 2500 P.S.I. IN 28 DAYS LINTELS 3000 P.S.I. IN 28 DAYS FILLED CELLS 3000 P.S.I. IN 28 DAYS SLABNOTE x 20'--O�" 4'-011 4" CONCRETE SLAB W/ N FIBERMESH ( OR 6"x6 lei 10/10 W.W.F.) OVER 6 MILL VISQ, _j INTERIOR BEARING WALL AND CLEAN, COMPACTED, 1 31-011 BORACARE SYSTEM FOR TREATMENT OF TERMITES DENOTES #5 r\j ROD IN FILLED CELL WILL BE USED ABOVE GRADE SAW CUT CONC. SLAB �Z_ z COMPACT SOIL & TREAT W BORA-CARE MOVE PLUMBING AND INFILL W1 NEW CONCRET 3000 PSI. SEE TYPICAL SLAB REPAIR DETAIL F7: -------------------------------------- L THIS PAGE A ----------------------------- L-------- _ 12'-4" C) IT 2' LU LD t 10 < L b--- --------- : 2-b- C? j L --- �x C? 24 MIR //RQgAd l`nLT L--- --------- - FF C14 2 ..................... 94 0 -_-_--- --- --- - f REVIEWED FOR ti prm CnL4ps �O --woo IAIL& ST. LUCIE COUNTy v d 130CC 6., - ----- - - ----- - - - - - - --- --------- --- L--------------- -- -------------------------------- j 5I-b" 4'-0" 101-01 2 Ci I j_3 ILI I I 2b'-On 24'-0" CODES IN EFFECT: 11 FLORIDA BUILDING CODE 2020 Copy FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 FLORIDA IVIrZUn/-\INICML ZUZU NATIONAL ELECTRICAL CODE 2017 N.E.C. REVISED NEW PLUMBING LAYOUT SCALE = 1/41 =1 -0' ARCHITECT STANLEY FORRES Florida Reg. No. AR 008867 5000 AVE. OF THE STARS KISSIMMEE, FL 34746 (407-997-8000 EXT. 5153 Commercial & Residentail Construction 3-D Modeling &Design www.InflnityHomePlans.com HOMES BY Homes By Aburton ABURTON 850 NW Federal Hwy Suite 226 Stuart F1 34994 License WGC 1520713 i � LC� at _Qv '6- 11 i I _ TOWEL BAR CONFIGURATION TBO1 TB02 803 TB04 TB05 16"x22" n MIRROR MEDICINE IN A SHOWER OR OVER A TUB W/ SHOWER NOT ABOVE IDB: \\�. '-1 O" .. .. NOT ABOVE VANITY SHOWERB, ABOVE VANITY OR VANITY .. Y'1�:r�.'s.'::..• :�'• SHOWER OR VANITY SOAP DISH ABOVE NB WITHOUT SHOWER 3 -6 \\�! ` CTRLs 13[? x 18" r.o. I a 6,-8„ VP i 5'-8° 3 4 6 „ 4'-10" 4'-10" " 3 4 4 4 _ 4 —6 3' 4 've 1 hro m so g z Z TUB M MVP - TYPICAL BATHROOM ACCESSORY SPECIFICATIONS - 07 07_21 new electric Ire pace SCALE 1/2„=l,—O„ T C AU 1 E T �T i V m 8' W IC: _ I M DUPLEX REC. INCANDESCENT WALL LIGHTS — 22ovL _ QUADPLEX REC. 220 VOLT JUNCTION BOX — 220v 220 VOLT REC. 11ov O 110 VOLT JUNCTION BOX � — Iw GA WATER PROOF REC. 0 EXHAUST FAN Gn — GROUND FAULT REC. — SMOKE DETECTOR co W/ BATTERY BACK—UP \SW _ \` SWITCHED REC. ® FLOOR OUTLET — A/C THERMOSTAT $ — SWITCH — RECESSED CAN LIGHT — 3 WAY SWITCH ❑® — 2x4 FRAME WALL MINI CAN LIGHT DIMMER SWITCH HALOGEN, UNDER — INCAND. CEILING FIX. CABINET LIGHTING — INCAND. WALL FIX. 4 — PHONE — TRACK LIGHTING -4 CAT5 - 2x4 BLOCKING FOR . UPPER CABINETS FLUORESCENT FIXTV —CABLE CONNECTION EXTERIOR FLOOD LIGHT ® VAPOR PROOF RECESSED CAN LIGHT — CEILING FAN PREWIRE EMERGENCY LIGHTING W/ BATTERY BACKUP -alli— DIMMER GONiROI. 5HTM -2x4 BLOCKING NOTES: --Z--- EA5TIN6FI.EGTRuLwro 1. SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1'-0" TO 3'-0 OF PEAK, AND SHALL BE 3'-0 MIN FROM ANY SUPPLY OR RETURN AIR STREAM, AND l z EQUIPPED WITH A BATTERY BACK—UP. m N GFI GFI GFI NICHE Kitchen cabinets Duplex outlet mounted in back -splash Duplex outlet/ switch Finish Floor TYPICAL ELECTRICAL SPED SCALE: 1/2" = 1'-0" 'ELECTRICALPLAN Bathroom Vanity ELEVATION A Vanity lights O O O O T.P. HOLDER -ro 1'-4" The design of this plan is hereby the sole ownership of Homes by Aburton By the laws of the United States copyright protection. any form of copies or duplication of this is a Violation of the U.S. court systems and will be enforced I/ ARCHITECT STANLEY FORREST Florida Reg. No. AR 008867 5000 AVE. OF THE STARS KISSIMMEE , FL 34746 (407-997-8000 EXT. 5153 Commercial & Residentail Construction 3-D Modeling &Design www.InfinitvHomePlans.com Horrocks Residence: 700 NW Winters Creek Road, Palm City, FL, 34990 Fn w to 2. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY to 2'_ „ W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. 2x4 P.T. SOLE PLATE CODE 2017,_ LOCAL CODES, AND THE LOCAL POWER CO. M oLF 3. INSTALLATION OF WIRING IN ANY EXPOSED AREA WILL BE 1 IN APPROVED CONDUIT OR USE MC CABLE. i 4. ALL OUTLETS IN SLEEPING ROOMS SHALL BE ARC FAULT. Homes By Aburton MMMMEMMMEN01111' m HOMES BY �BURTON 850 NW Federal Hwy Suite 226 Stuart F134994 License WGC1520713 07 - 07 21 ELECTICAL ADDITION CALCULATIONS BOLTS & AMPS LOAD SUMMARY PANEL (A) LOAD CALCULATIONS QTY. WATTS. TOTAL WATTS. TOTAL GENERAL LIGHTING LIVING 4918 SQ.FT. 3 WATTS 14,754 W. TWO SMALL APPLIANCES 2 1,500 W. 3,000 W. RANGE 1 3200 W. 3200 W. HOOD 1 1,100 W. 1,100 W. OVEN 1 3200 W. 3200 W. REFRIGERATOR 2 1,200 W. 2,400 W. FIRE PLACE ELECTRIC 1 1,500 W. 1,500 W. DISH WASHER 1 1,200 W. 1,200 W. DISPOSAL 1 1,000 W. 1,000 W. (CLOTHES) WASHER 1 1,200 W. 1,200 W. (CLOTHES) DRYER 1 5,000 W. 5,000 W. WATER HEATER TDB GAS 1 4,500 W. 4,500 W. WATER PUMP 1 1800 W. 1800 W. WELL PUMP 1 1800 W. 1800 W. GARAGE DOOR 2 810 W. 1,620 W. TOTAL WATTS 32,520 W. FIRST 10,000 WATTS 100% 1 10,000 W. 10,000 W. REMAINDER 40% 1 -- 0 13075 W. ELECTRIC HEAT OR A/C10,000 65% 1 6500 W. 6500 W. WATTS 29,575 W. VOLTAGE 240 W. CALCULATED WATTAGE DIVIDED BY VOLTAGE = TOTAL AMPS 123 W. USE SERVICE OF 200 AMPS EXISTING SERVICE IS AMPLE PER NATIONAL ELECTRICAL CODE 2017 N.E.C. NO ADDITION MODIFICATION IS NEEDED 0 U O 0 O a z 0 H 6 U U -- --REV E-WED FOR CODE COMPLIANCE 6 ST. LUCIE COUNTY BOCC a 0 W z 0 CODES IN EFFECT: File COPY FLORIDA BUILDING CODE 2020 0 FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 W FLORIDA MECHANICAL 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. IF- F.B.C. 7 th Edition (2020) & N.E.C. 2017 NOTE: PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED Approved By: SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT STANLEY FORREST OF SAID ENGINEER SHALL Florida Reg. No. AR 0006867 CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. Date •,..--- oHHota MG c"D SF mm* MG Arun SF REMSION DATE OF DWO DATE OF DWO DATE DRAWNG NAME-. SCALE: ASNOTED SHEET: A 4 1 4'�S L-c-, 3� C) � oza CAST OO TYPICAL TAPCON LOCATIONS MASONRY WALL PER MFG D D CALK WITH WATER PROOF EXT. CALKING .,..�:;, CALK PERIMITER OF WINDOW A A VINYL IMPACT INSULATED FRAM BB 1 1/2" CASE HARD NAILS @ 8" O.C. STAGGERED B B 1x P.T. BUCK STRIP T-NAILED W/ .109 DIA. MIN. 1 1 /21" MIN. EMBED. TO MASONRY @ 8" O.C. MIN. AND PLACE WITHIN 6" FROM CORNERS WITH 1 1/4" MIN. SECTION BB N.T.S. EMBEDMENT INTO BLOCK OR 2x P.T. BUCK STRIP INSTALL 1/4" DIA. SELF TAPPING C WINDOW SILL TO MASONRY CONC. ANCHORS 8" MAX. FROM ENDS AND 12" O.C. W/ VULKEM 116 ADHESIVE. MAX. WITH 1 1/4" MIN. EMBEDMENT INTO BLOCK SINGLE WINDOW INSTALLATION (1x 1/2" BUCK TO EXTEND BEYOND WINDOW FRAME ON INTERIOR PER FBC 1707.4.4.2) USE 2 TAPCONS AT TOP & BOTTOM OF MANUFACTURER SPECIFIED MULLION D D A 4A 3 ,NRY SIVE. C PI ' DOUBLE/TRIPLE WINDOW INSTALLATION ALL TAPCONS TO BE 1/4" x 3 1/4" W/ 1 1/4" MIN. EMBED. R606.13 MASONRY OPENING TOLERANCES. MASONRY ROUGH OPENINGS MAY VARY IN THE CROSS SECTION DIMENSION OR ELEVATION DIMENSION SPECIFIED ON THE APPROVED PLANS FROM -1/4 INCHES TO +1/4 INCHES. WINDOW ATTACHMENT @ MASONRY WALL DETAIL 7/16" OSB C PLYWOOD NAILING PE SHEATHING W SCALE: NTS U) a z Y z Q � rn Z M z m R m 0 0 1n z a a a W z z IJ 0 U W o o _ J � J c W co 2x4 #2 S.P.F. STUD 2X4 BLOCKING PLACED FLATWISE WITH (2) 16d NAILS EACH END (NOT REQ'D AT HEADERS) SPLICE DETA F 3-1-02 UPLIFT NAIL SPACING (8d RING SHANK NAILS) 4" O.C. @ FRAMED WALLS & GABLES FBC � 60 FBC n SINGLE NAIL EDGE SPACING ---rl 0 / DOUBLE NAIL EDGE SPACING SCALE: N.T.S. . . . . " . . " . . DETAIL AT SLIDING GLASS DOOR JAMB MASONRY WALL SLIDING GLASS DR. 1/4" TAPCON 1 1/4" MIN. EMBD. 1/4" P.T. FURRING VERTICAL JAMB N.T.S. NOTES TAPCONS MUST BE PLACED IN ONE OF EACH PAIR OF HOLES PROVIDED BY MANUFACTURER. TAPCONS ARE TO BE STAGGERED. DETAIL AT ENTRY OR UTILITY DOOR SINGLE DOOR MASONRY WALL SHIM AS NECESSARY PRE -HUNG DOORFRAME PRE -HUNG DOOR 1x" P.T. BUCK CII 1/4" TAPCON 1 1/4 " MIN. EMBD. TO C.M.U. WALL VERTICAL JAMB DBL. DOOR SINGLE W/ SIDELITE MAX. O TAPCONS TO BE LOCATED WITHIN 6" OF EACH CORNER AND @ 12" O.C. MAX. U.N.O. DOOR ATTACHMENT AT MASONRY WALL DETAIL SCALE: N.T.S. TIE-IN WITH WEATHER RESISTIVE BARRIER 1, INTEGRATE INSTALLATI❑N OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2, SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATI❑N 4, INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5, FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING SHEATHING PANEL ATTACHMENT FOR EXTERIOR SHEAR WALLS n6o SCALE: NTS F 3-1-02 *MASONRY WALL BRICK MOLD PRE -HUNG DOOR FRAME SHIM AS NECESSARY TAPCONS PER DOOR MANUFACTURER 1x P.T. BUCK STRIP T-NAILED W/ .109 DIA. MIN. TO MASONRY @ 8" O.C. MIN. AND PLACE WITHIN 6" FROM CORNERS WITH 1 1/4" MIN. EMBEDMENT INTO BLOCK OR 2x P.T. BUCK STRIP INSTALL 1/4" DIA. SELF TAPPING CONC. ANCHORS 8" MAX. FROM ENDS AND 12" O.C. MAX. WITH 1 1/4" MIN. EMBEDMENT INTO BLOCK (1x 1/2" BUCK TO EXTEND BEYOND WINDOW FRAME ON INTERIOR PER FBC 1707.4.4.2) DOOR ATTACHMENT DET. FBG SCALE: N.T.S. 3 ,-�2 0 SEE NOTE #2 —/ NOTES: WALL SHEATHING 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE N.T.S. EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RFS�S N� 1 SILL PL ATE (SEE DETAIL B��P���� FOR ❑PTI❑NS) APR N.T.S. OR APPRROVED WATER REPELANT SYSTEM (DRYLOCK ) FLOOR -PLAN ELEVATION A WEATHER RESISTIVE BARRIER CORNER PATCH MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) ca 2 Ca = 0 ci FLASHING WEATHER FOLD UP WEATHER INSTALLATION FASTENERS FOR JAMBS AND HEADERS SHOULD BE MIN. #10 x 1\" SCREWS. THE INSTALLATION RESISTIVE RESISTIVE BARRIER & FASTENERS FOR THE TRACK SHOULD BE MIN. %s' x 1 1 / 2" MASONRY SCREWS. DOOR MAY BE SHIMMED, AS BARRIER TEMPORARILY SECURE NEEDED, PROVIDED A MIN. SCREW EMBEDMENT OF 1 1/4" IS MAINTAINED. FASTENERS SHOULD BE INSTALLED USING ALL THE MANUF. PRE -PUNCHED COUNTERSUNK INSTALLATION NOTES. POCKET DOOR HOOKSTRIP: THE HOOKSTRIP SHOULD BE ATTACHED WITH A MIN. OF FIVE, #10 x 1 1/2" SCREWS. THE SPACING IS TO BE A MAX. OF 6" FROM EACH END AND NO MORE THAN 18" O.C. PERIMETER SEALANT IS TO BE APPLIED BY OTHERS AFTER THE EXTERIOR AND INTERIOR IS FINISHED EXTERIOR HEADER SHEATHING DRYWALL MAYBE BENEATH SHIM AS OR ON TOP OF HOOKSTRIP, NEEDED MUST MAINTAIN SCREW EMBED. SILL PLATE 2 EXTERIOR R 1 lflNTER.11 MIN. 1 1/4i OPT. SCREEN INTERIOR EMBED. 2 I I INTERIOR MIN. 1 /4" EMBE . MIN. 1" FROM FLASHING INTERIOR1 _'-� EDGE DO NOT FLASH ` I o °='o HEAD FLASHING TIE-IN OVER BOTTOM �1 INSTRUCTIONS: NAILING FLANGE SCREW MUST BE ANCHOREDI 4 INTO SUBSTRATE LIMIIING HEIGHTS EXTERIOR #2 STUDS SIZE STUD MATERIAL & 0/C SPACING MAX. HT. 2" X 4" SPRUCE, FIR 24" O/C 8'-4" 2" X 4" SPRUCE, FIR 16" O/C 10'-0" 2" X 4" SPRUCE, FIR 12" O/C 11'-B" 2" X 4" SOUTHERN PINE 24" O/C 9'-0" 2" X 4" SOUTHERN PINE 16" 2" X 4" SOUTHERN PINE 12" O/C 12'-8" 2" X 6" SPRUCE, FIR 24" O/C 13'-0" 2" X 6" SPRUCE, FIR 16" O/C 16,-0" 2" X 6" SPRUCE, FIR 12" O/C 18'-4" 2" X 6" SOUTHERN PINE 24" O/C 14'-0" 2" X 6" SOUTHERN PINE 16" O/C 17'-0" 2" X 6" SOUTHERN PINE 12" 0/C 19'-8" 2" X 8" SPRUCE, FIR 24" O/C 17'-0" 2" X 8" SPRUCE, FIR 16" O/C 21'-0" 2" X 8" SPRUCE, FIR 12" O/C 24'-0" 2" X 8" SOUTHERN PINE 24" O/C 18'-4" 2" X 8" SOUTHERN PINE 16" 0/C SOUTHERN PINE 12" O/C Ef NOTES: EXTERIOR LIMITING HEIGHTS FOR 1. CUT, FOLD UP &TEMPORARILY POCKET JAMB o EXTERIORSECURE #2 STUDS WEATHER RESISTIVE BYPASS JAMB EXTERIOR BARRI E R ABOVE H EAD E R TO 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) AFTER INSTALLATION, SEAL SCALE: NTS 3-1-02 ALLOW FOR FLASHING JOINT BETWEEN TRACK AND EXTERIOR INTERIOR INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW JAMB SILL PLATE MIN. 1 1/2" RECOMMENDED, IF NECESSARY USE SHIMS DEPENDING ON TRACK 2. INSTALL HEAD FLASHING UNDER UNDER THE TRACK WHEN > SILL HEIGHT. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS INSTALLING TO KEEP PLUMB & WEATHER RESISTIVE BARRIER LEVEL. 4. INSTALL FLASHING AND WEATHER RESISTIVE INTERIOR VOIDS MAY BE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS FILLED WITH MINIMAL -EXPANDING TRACK BARRIER BACK OVER HEAD O SEALANT BEAD BY OTHERS FLASHING AND SEAL WITH TAPE FOAM TYPICAL WINDOW FLASHING DETAIL SLIDING GLASS DOOR ATTACHMENT AT WOOD FRAME WALL DETAIL N.T.S. SCALE: N.T.S. 10 OR APPRROVED WATER REPELANT SYSTEM (DRYLOCK ) #5 VERT. WALL REINF. 5/8" EXPANSION BOLT GROUT CELLS SOLID `W/ PB WASHER & NUT / MIN. EMBEDED 3" MARTIN COUNTY BUILDING DEPARTMENT s 900 SE RURNKE STREET STUART FL 34994 (772) 288-5916 Perr"lI th1g*njari n flus MARTIN CC9ENTY IIITIf DING` DEPARTMENT PRO) UC'T 4PPROVAI C'fIF Kf I T SINGLE FAMILY DWELLING Horrocks Residence: Permit Type:, RESIDENATIL Permit Number: Owner's Name: 7070�NW Winters Creek Road, C.M.U. BLOCK Pa City, 34990 Design Professional Name A/Ei STANLEY FORREST .lob Site Location: Florida Reg. No. AR 0006867 Rule RA, C. 6IG20-3 requires the following information as promulgated by the Florida Building Commission. In the event that information required for product .approval has been incorporated into the plans, specif"icatians or general notes, simply indicate page number on the afFdaVit Product Model Number Manufacturer: Evaluation Agency' Product Approval FL/NOA Expiration Date Windows Exit boars Garage Doors N/A N/A N/A N/A N/A Off --Ride Vents/Ridge Vent N/A N/A N/A N/A N/A Saffits N/A N/A N/A N/A N/A Skylights N/A i r.�/A N A / N/A N1/A Shutters N/A N/A N/A N/A N/A Roofing'Materials N/A N/A N/A N/A N/A Panel Walls N/A N/A N/A N/A N/A Structural Components & CIaddmg; N/A N/A N/A N/A N/A bear/Alternative. Materials N/A N/A N/A N/A NSA In accordance with the F�'lorida>ArchAects and Engineers evaluation as required by the Florida Building Code. STANLEY FORREST Florida Reg. No. AR 0006867 Architect/Engineer's' Signature & Seal product approval system, this affidavit certifies that I Have performed the building envelope Florida Reg. No. AR 0006867 FL Cert.,/Reg. NumY er by contacting the County Ir accessibility feedback farm at Rev. 04/20/20 MULLS PGT PGT INDUSTRIES INC + N/A / - N/A NOA 20-0406.03 05/26/2026 PGT S.H. PGT PGT INDUSTRIES INC + 65 / - 80 NOA 20-0406.03 08/23/2023 PGT FIXED GLASS PGT PGT INDUSTRIES INC +76.5 / -67.5 NOA 20-0401.10 02/19/2024 EURO-WALL EURO-WALL EURO WALL SYSTEMS LLC + 60 / - 65 FL # 17838 N/A FRONT ENTRY 60"X10'-0" 10' FRENCH OUTSWING OUTRWING WOOD IMPACT PALM CITY MILLWORK INC LLC + 50 / - 50 FL-10445.2 N/A 2868 S. C.DR fiberglass 2 panel square PALM CITY MILLWORK INC LLC + 50 / - 50 FL# 17184.5 N /A 5000 AVE. OF THE STARS KISSIMMEE , FL 34746 (407-997-8000 EXT. 5153 Commercial & Residentail Construction 3-D Modeling &Design www.InfinitvHomePlans.com Ld d 2x8 P.T. #2 SYP JAMB TRACK/BRACKET FASTEN PER MANUF. SPECS. GARAGE DOOR ATTACHMENT DETAII SCALE: N.T.S. 07-07-21 CODES IN EFFECT: 7th Edition (2020) FBC/Residential 107.2.1. 7th Edition (2020 FBC) ASCE 7-16 FLORIDA BUILDING CODE 2020 FLORIDA BUILDING RESIDENTIAL FLORIDA PLUMBING 2020 FLORIDA MECHANICAL 2020 3-1-02 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. Horrocks Residence: 700 NW Winters Creek Road Palm City, FL 34990 Homes By Aburton HOMES BY ABURTON 850 NW Federal Hwy Suite 226 Stuart F134994 License WCGC 1520713 103 Fri F.' #5- BAR CONTINUOUS l' LINTEL COURSE W/ (1) #5�- BAR FILLED SOLID. 25" MIN. LAP ON #5- BARS IN CORNER Il'...: At FILLED VERTICAL #5-� BAR CONTINUOUS CELL W/ (1) #5- BAR CORNER REINF. @ LINTEL COURSE 16 SCALE: 3/4"=1'-O" 7 3 STRUCTURAL SUPPORT SHEATHING WEATHER RESISTIVE BARRIER HEAD FLASHING WITH UPTURN LEG BETWEEN BARRIER MEMBRANE AND WEATHER RESISTIVE BARRIER ')ELF -ADHERED FLASHING OEMBRANE WRAPPED ONTO ROUGH OPENING JAMB SELF -ADHERED FLASHING MEMBRANE WRAPPED ONTO ROUGH OPENING JAMB W File Coyly EXTERIOR DOOR, WINDOW, AND HORZ. TRIM HEAD FLASHING DETAIL SCALE: N.T.S. L F.B.C. 7th Edition (2020) & N.E.C. 2017 NOTE: PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED THESE PLANS ARE NOT VALID 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE �� FOR PERMITTING WITHOUT RAISED Approved By: SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT STANLEY FORR—141 EST OF SAID ENGINEER SHALL Florida Reg. No. AR 0006867 CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. Date Dew MG cmo SF oRm MG APVD SF REVEM DATE OF DATE OF DWO DATE DRAWNQ NAMB :1SCALE. ASNOTED 1\ A 5