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HomeMy WebLinkAboutBuilding Plans7,0I 1- u0 72, WIND LOAD INFORMATION CERTIFICATIONS Rock Residence THIS BUILDING HAS BEEN DESIIGNEDASAN & .APPROVALS .a►RCHITECI' CONSTRUCTION Thomas n Prin DRAWINGS ENCLOSED STRUCTURE IN ACCORDANCE WITH STANLEY FORREST 0 as a d cess Queens Cove Unit -1 THE 6TH EDITION FLORIDA BUILDING CODE-FLORIDA Florida Reg. No. AR 0006867 1- WIND SPEED 170 M.P.H. ULTIMATE 2567 RIDGEWAY DRIVE 51 Sovereign Wa C01� 11�1JtV DlJ1LLrn 2- WIND IMPORTANCE FACTOR -1 KISSIMMEE, FLORIDA 34746 Fort Pierce St. Lucie County, FL HOMES BY 3- BUILDING CATEGORY -II 4- WIND EXPOSURE - C (407) 997-8000 EXT 5153 (TELEPHONE) UR TON 5-INTERNAL PRESSURE COEFFICIENT- + ,18 _ 6- COPONENT AND CLADDING DESIGN WIND PRESSURE N SEE TABLE .1 �) 7- THIS RESIDENCE AND OCCURS WITHIN WIND-BORNE Homes B Aburton Stanley A - - - - - - - - - - 850 NW Federal H�J[7�] Suite 226 DEBRIS REGION FOR 170 M.P.H. AND ABOVE O Cn O F _. -. -. -. l -. - " J A O �F Forrest Stuart, Fl 34994 FLORIDA ASCE 7-10 AND 6TH EDITION FLORIDA BUILDINGrn '.�tTo,_Fto. nia�rea m:ecznavonvsip License #CGC 1520713 CODE - RESIDENTAL HA TER 3 yaP4 Rio,. �aana kaMx.aav i9E°Part'°dKa. 2020 11 25 >� ,� 4 axccaen' � h ienma a kaaname • � ® o o T C'� �~ V �"' 8- ALL STRUCTURES ON THIS PLAN ARE DESIGNED AS i w R&zz BTyem�N�'� 11 .3H.15 ® ® ENCLOSED OPENINGS AND THE TRUSS ENGINEERING # SHALL BE PREPARED SUCH AS f+ w Un _0510 0 I The Effective Date for the Florida Building Code 6th Edition (2017) ^ O O 2017/140 MPH WINDOW REQUIREMENTS v EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) O OF THE FLORIDA BUILDING CODE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERA. BUILDINGS SHALL BE CONSTRUCTED IN ACCORDANCE 2010 RESIDENTIAL EDITION EXTERIOR S AND GLASS DOORS WITH THE PROVISIONS OF THIS CODE AS LIMITED BY THE PROVSIONS OF THIS SECTION ADDITIONAL CRITERIA TESTING ANDINDOLABELINGEXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED SHALL BE SET FORTH IN TABLE R301.2 (1) INDEPENDENT TESTING LABORATORY, AND BEAR ANAAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE TABLE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERA. MANUFACTURER CTEV EVALUATION ENTITYTOIIS CATS D APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING GROUND SNOW WIND DESIGN seismic SUBJECT TO DAMAGE FROOM ICE BARRIER SPECIFICATION: WINTER DESIGN FLOOD AIR FREEZING MEAN ANNUAL LOAD SPEED TOPOGRAGHIC DESIGN weathering fr st line termite UNDERLAYMENT WINDOWS-ANS/AAMA/NWWDA101/IS22/97 M.P.H. EFFECTS CATIGORY g depth TEMP REQUIRED HAZARDS INDEX TEMP. ® COMPONENTS AND CLADDING MUST MEET p N/A SEE FIGURE R301.2(4) N A negligible N/A IVERY HEAVY N/A N/A N/A MIN. REQ. OF +35.3 PSF/ -47.2 PSF H 2017/140 MPH V U pp EXTERIOR DOOR REQUIREMENTS Oc NOTES SPECIFICATIONS: ABBREVIATIONS: EXTERIOR DOORS [� SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND GENERAL NOTES: GENERAL STRUCTURAL NOTES: A.B. ANCHOR BOLT EA. EACH M. MASTER REQ D. REQUIRED NEGATIVE WIND PRESSURES AS DETERMINED i ABV ABOVE E.B. EYE BROW MANUF. MANUFACTURER RM ROOM BY FBCR301.2(2) f 1. DO NOT SCALE THESE DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE 1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF CONSTRUCTION INCLUDING A/C AIR CONDITIONER ELECT ELECTRICAL MAX. MAXIMUM RIND ROUND B O CONTRACTOR TO CHECK ALL DIMENSIONS AND VERIFY THE BUILDING CONSTRUCTION VERIFICATION OF DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS, ANY DESCREPANCIES ACI AMERICAN CONCRETE INSTITUTE ELEV ELEVATION MC MEDICINE CABINET S SHELF EXTERIOR DOORS MUST BE MEET OR EXCEED U LAYOUT PRIOR TO COMMENCING CONSTRUCTION. SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. A.F.F. ABOVE FINISHED FLOOR EMBED. EMBEDMENT MIN. MINIMUM S.B.P. SOIL BEARING PRESSURE MIN REQ. OF +33.7 PSF/-36.7 PSF 0 AR ARC FAULT INTERRRUPT E.W. EACH WAY MIRR MIRROR SD SMOKE DETECTOR 2. FOR ARCHITECTURAL REFERENCE, ELEVATIONS SHOWN HEREAFTER ARE BASED ON 2. CERTIFIED TRUSS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AH AIR HANDLER EXT. EXTERIOR M.J. MECHANICAL JOINT H ELEVATION 0'-0" AT BUILDING FIRST FLOOR FINISH FLOOR SLAB. AND APPROVAL PRIOR TO SUBMITTAL FOR PERMIT, IF ANY CHANGES TO THE TRUSS ALUM ALUMINUM MONO. MONOLITHIC SECT. SECTION © GARAGE DOOR SHALL BE TESTED IN ACCORDANCE DESIGN OR LAYOUT AFTER REVIEW BY ENGINEER, CONTRACTOR IS REQUIRED TO SUBMIT AMP AMPERE FBC FLORIDA BUILDING CODE M.P.H. MILES PER HOUR SF SQUARE FOOT WITH ANSI/DASMA 108 OR TAS202. FBCR 2010 1609.7 (1) 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF CHANGES TO ENGINEER FOR APPROVAL. FIN FINISH S.G.D. SLIDING GLASS DOOR WITH ALL EXISTING CONDITIONS. ALL EXISTING CONDITIONS ARE NOT NECESSARILY APA THE ENGINEERED WOOD ASSOCIATION FIX FIXTURE MWFRS MAIN WIND FORCE RESISTING SYETTEMS SH SINGLE HUNG OVERHEAD DOORS MUST MEET OR EXCEED ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS MIN REQ. OF +31.0 PSF/ -35.1 PSF n SHOWN HEREON. 3. THESE DRAWINGS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF CHAPTER 6 OF F.G. FIXED GLASS N/C NOT APPLICABLE SPECS SPECIFICATIONS ASCE 7 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE FOR WIND REQUIREMENTS A.T.R. ALL THREADED ROD FLR FLOOR NDS NATIONAL DESIGN SPECIFICATION S.P.F. SPRUCE -PINE -FIR DRAWING INDEX: a 4. ALL TRADES SHALL BE RESPONSIBLE TO READ ALL DETAILS AND SPECIFICATIONS of THE LOCATION OF THIS PROJECT. DESIGN SPECIFICATIONS ARE LISTED ON THIS B BOTTOM FOUND. FOUNDATION FOR WOOD CONSTRUCTION SQ. FT. SQUARE FOOT COVER SHEET AND PLANS, IF ANY CONFLICT EXIST, THAT TRADE SHALL NOTIFY THE CONTRACTOR (OVER SHEET UNDER "CODE COMPLIANCE SUMMARY". BILK. BLOCK FTG. FOOTING NIC NOT INCLUDED SW SWITCH ELEVATIONS. FRONT & REAR VIEW....... A1.1 7- OF THE SAME PRIOR TO CONSTRUCTION. BOT. BOTTOM NO. NUMBER S.W.C. SHEAR WALL CONNECTOR 4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL, GA GYPSUM ASSOCIATION ELEVATIONS. RIGHT & LEFT VIEW........ A1.2 0 BRG BEARING N.T.S. NOT TO SCALE S.W.S. SHEAR WALL SEGMENT ~ 5. CONTRACTOR SHALL DIRECT ANY DISCREPANCIES DESIGNER OR ENGINEER AND SHALL CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE GAL. GALLON S.Y.P. SOUTHERN YELLOW PINE FLOOR PLAN A2.1 [� PRIOR TO CONSTRUCTION AND CONTRACTOR SHALL BE RESPONSIBLE FOR WORK PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. C&C COMPONENTS AND CLADDING GALV. GALVANIZED OBS. OBSCURE """"""""""•'•••"'•"••• WHICH PROCEEDS WITHOUT DUE COURSE AND COORDINATION. CANT CANTILEVER G.B. GLASS BLOCK O.C. ON CENTER T FLOOR PLAN DETAIL, NOTES ........... A2.2 0 Q 5. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 CIR CIRCLE GDR GIRDER O.H.D. OVERHEAD DOOR T&G TONGUE AND GROOVE PRODUCT APPROVAL PAGE .......... A2.3 l U P.S.I. AT 28 DAYS FOR SLAB AND FOOTINGS. PROVIDE 3000 P.S.I. AT 28 DAYS FOR J r- CLG CEILING GFI GROUND FAULT INTERRUPT OSB ORIENTED STRAND BOARD TEMP TEMPERED FOUNDATION v TIE BEAMS AND CONCRETE FILLED BLOCK CELLS. PLUMBING PLAN............ A3.1 MECHANICAL NOTES: C.M.U. CONCRETE MASONRY UNIT GLS GLASS THK. THICK U P PRESSURE FOUNDATION DETAILS & NOTES.......... A3.2 7:$^ 1. DRYER VENT SHALL NOT EXCEED 25'-0". C.O. CLEAN OUT GNN GEORGE N. NEWHOUSE, P.E. T-NAIL TOENAIL 6. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS PAR PARALLEL IN ACCORDANCE WITH ASTM C1019 OR ASTM C476. COL. COLUMN GYP. GYPSUM P.C.PRECAST LINTEL T.V. TELEVISION TRUSS LAYOUT & ROOF PLAN............ A4.1 W 2. A/C UNITS SHALL HAVE A MIN. OF 4" CLEARANCE ON ALL SIDES. COMP. COMPACTED TYP. TYPICAL • �" / HB HOSE BIB PED PEDESTAL TRUSS DETAIL PAGE .......................... A4,2 � 7. ALL MASONRY OPENINGS TO BE PRECAST, UNLESS NOTED OTHERWISE. COND CONDENSER U (/O HDR HEADER PERP PERPENDICULAR ELECTRICAL LAYOUT ............................ A5.1 CONT. CONTINUOUS • �� 8. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C30 OR C145 WITH CPT CARPET HGT HEIGHT PKT. POCKET U.N.O. UNLESS NOTED OTHERWISE A5.2 Q ELECTRICAL PAGE NOTES .. MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I. HOR HORIZONTAL PLT. PLATE •••••••••••• PLUMBING NOTES: d PENNY HT HEIGHT PLUMB. PLUMBING V VOLTS PRECAST LINTEL/A-C DUCT LAYOUT . A6 Lot9. MORTAR SHELL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270. DBL. DOUBLE HVAC HEATING, VENTILATING PLWD PLYWOOD VENT. VENTILATED DETAILS SHEET ................................. 1. WATER HEATER T&P RELIEF VALVE TO BE FULL SIZE TO EXTERIOR. DECOR DECORATIVE AND AIR CONDITIONING PREFAB PREFABRICATED ' ' D 1 10. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL MINIMUM GRADE 40 AND IDENTIFIED VIN VINYL • DET. DETAIL P.S.F. POUNDS PER SQUARE FOOT FLASHING DETAILS SHEET .................... D2 2. WATER HEATER AT FLOOR LEVEL TO BE IN A PAN WITH DRAIN TO EXTERIOR IN ACCORDANCE WITH ASTM A615, A616, A617 OR A706, FREE FROM OIL, SCALE AND INCAND. INCANDESCENT VISA. VISQUEEN DH DOUBLE HUNG INSUL. INSULATION P.S.I. POUNDS PER SQUARE INCH VOL VOLUME (WITH THERMAL EXPANSION DEVICE). RUST, UNLESS NOTED OTHERWISE. DIA. DIAMETER P.T. PRESSURE TREATED a 3. SHOWER FIXTURES SHALL CONTAIN TEMPERATURE CONTROL VALVES. 11. CONCRETE CAST AGAINST THE EARTH SHALL HAVE A MINIMUM CLEAR COVER OF 3" OVER DISC. DISCONNECT KID KILN DRIED LUMBER PVC POLYVINYL CHLORIDE W WASHER REINFORCING STEEL. D.L. DEAD LOAD L LAVATORY QTY. QUANTITY W/ WITH 4. ALL HOSE BIBS SHALL HAVE BACKFLOW DEUCES. DR DOOR LBS. POUNDS W.C. WATER CLOSET SQ, FT. CALCJLATIONS 12. REINFORCEMENT BAR SPLICES: DRY DRYER R ROD WD. WOOD L.L. LIVE LOAD 5. MAIN PLUMBING VENT SHALL BE 3" DIA. MINIMUM. #5 BAR AT 25" MIN. REC RECEPTACLE WDW WINDOW LIVING 2835 /�L LT LAUNDRY TUB ct ' w � w 7 BAR AT 35" MIN. REF. REFERENCE WH WATER HEATER V1) LVL LAMINATED VENEER LUMBER OTHER: 3 TIES AT 15" MIN. REFG. REFRIGERATOR W.I.C. WALK-IN CLOSET i CODE COMPLIANCE NOTES: W.W.F. AT 15" MIN. REINF. REINFORCED WP WATER PROOF REAR COV PORCH 422calm) 1. NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d, 13. STRUCTURAL SHELL SHALL CONFORM TO ASTM A36, EXCEPT TUBULAR STEEL COLUMNS, RES. RESIDENCE W.W.F. WELDED WIRE FRAME < ENTRY 196 SPIRAL RING SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN. (FOR WHICH ARE TO BE CONSTRUCTED TO 46 KSI YIELD STRENGTH, ALL BOLTS SHALL BE . W o GUN WITH DRIVEN AILS, THE MINIMFULLUM SHANK K SHALL BE .099 DIA. x 2 1/4" LONG A325 B LTS, UNLESS OTHERWISE NOTED. WELDS SHALL BE PERFORMED WITH AN E70XX LEGEND &SYMBOLS: OTHER 0 F-�-I 04 2. STAIRS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 6'-8" MEASURED 14. ALL EXTERIOR AND INTERIOR BEARING WALLS TO BE NO. 3 GRADE KD SOUTHERN YELLOW FLOOR PLAN: ELECTRICAL PLAN: FOUNDATION / PLUMBING PLAN: TRUSS FRAMING PLAN: GARAGE 665 .}� Q VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSING, SUCH HEAD- PINE OR NO. 2 GRADE SPRUCE -PINE -FIR, UNLESS NOTED OTHERWISE. t( �� p Z �.( fW ROOM SHALL BE CONTINUOUS ABOVE THE STAIR TO THE POINT WHERE THE LINE 15. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAVING - #5 DIA. ROD IN FILLED CELL (P DUPLEX REC. ❑ - #5 DIA. ROD IN FILLED CELL - TRUSS OR GIRDER TOTAL AREA O W INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. A FIBER STRESS OF AT LEAST 1200 P.S.I. (Fb). 220V 220 VOLT REC. ' _ UNDER ROOF 4118 3. WINDOW AND DOOR BUCK ATTACHMENTS SHALL BE INSTALLED PER MANUAAACTURER'S - 2x4 FRAME WALL VP INTERIOR BEARING WALL -FLOOR JOIST ANCHORING REQUIREMENTS. CERTIFICATIONS SHALL BE PROVIDED BY THE RESPECTIVE 16. ALL LVL MEMBERS SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2,750 P.S.I. - 8" CM.U. WALL wP cnQ WATER PROOF REC. ..................... _ PVC CONDUIT.CONVENTIONAL FRAMING MANUFACTURER RELECTING DESIGNS W/ MINIMUM WIND PRESSURES SET BY ENGINEER. AND AN ALLOWABLE SHEAR STRESS OF 250 P.S.I. E Gn qP GROUND FAULT REC. PATIO 0 r� - INTERIOR BEARING WALL - FOOTING - FRAME HEADER OR BEAM z 17. ALL SUPPORTING FOUNDATIONS AND PILINGS SHALL BE PREPARED AND INSTALLED AS PER \SW q% 1/2 SWITCHED REC. 4118 4. FLAT TILE ROOF SHALL HAVE SELF -SEAL STRIPS AND CONFORM TO ASTM D225 SOIL DENSITY TESTS AND BEARING CAPACITY SHALL BE VERIFIED TO PROVIDE A MINIMUM - DENOTES 8'-1" PLT. HEIGHT $ SWITCH - DENOTES DETAIL REF. NO. -PRECAST LINTEL TOTAL AREA /J a OR D3462. FASTEN WITH GALVANIZED ROOFING NAILS 1 1/4" LONG WITH MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. PRIOR TO POURING FOUNDATIONS OR 3 12A REFER TO DETAIL SHEET °�i1 C/1 OF FOURLL (4)CONFORM TENETH ASTPE STRIP161 OSSHIINGDC RAT107H 9B FORF FL T TILECABLE DRMNG PILES. DENOTES 8'-8" PLT. HEIGHT $ 3 WAY SWITCH k WIND ZONE. 18. FILL FOR FLOOR SLABS SHALL BE PLACED IN 12" LAYERS AND ROLLED AND COMPACTED INCAND. CEILING FIX. - CONNECTER REF. NO. DESIGN LIVE AND DEAD LOADS: TO MINIMUM FIELD DENSITY OF 95% AS DESCRIBED IN ASTM 1557D. ALL FILL SHALL BE - DENOTES 9'-0" PLT. HEIGHT O 1 REFER TO CONNECTOR 10 NCAND. WALL FlX. - WATER CLOSET SCHEDULE FLOOR: 40 PSF LIVE, 10 PSF DEAD 5. FLAT TILES UNDERLAYMENT SHALL CONFORM WITH ASTM D226, TYPE 1. CLEAN SAND, FREE OF ORGANIC OR OTHER DELETERIOUS AMTERIALS. � TRACK LIGHTING - DENOTES 10'-0" PLT. HEIGHT STAIRS: 40 PSF LIVE, 10 PSF DEAD 19. ALL SECTIONS OF C.M.U. GREATER THAN 4'-0" IN LENGTH AND UNBROKEN BY OPENINGS - LAVATORY ® ACT AS SHEAR WALL SEGMENTS AND INDIVIDUALLY PROVIDE BRACING FOR ADJACENT WALL FLUORESCENT FIX. ROOF: PER TRUSS MANUFACTURER OR FORCES AND MAY BE ASSUMED TO TRANSFER THRU BOND BEAMS TO INTERIOR SEGMENTS. - DENOTES OTHER PLT. HEIGHT 30 PSF LIVE, 15 PSF DEAD SHINGLE PLUMBING NOTES: SEE ELEV. & FLOOR PLAN EXTERIOR FLOOD LIGHT o o - KITCHEN SINK Q FOR PLT. HEIGHT ELEVATIONS OR FLOOR PLAN: 55 PSF LIVE, 25 PSF DEAD (TILE) W 1. COMPLY WITH STANDARD PLUMBING CODE AND ALL OTHER LOCAL FIELD REPAIR NOTES: - INTERIOR 2x4 WALL W/ HEIGHT o CEILING FAN PREWIRE DESIGN CRITERIA (FBC, SECTION 1606.2): CODES IN EFFECT: CODES - LAUNDRY TUB OA - WINDOW OR DOOR NOTED ON FLOOR PLAN 2. COORDINATE WORK OF THIS TRADE WITH ALL OTHER TRADES. 1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) 220V JO 220 VOLT JUNCTION BOX PRESSURE REF. WIND LOADS: ROOF 20PSF(30PSF ATOVERHANGS) FLORIDA BUILDING CODE 2017 SIMPSON MTSM16 STRAP OR (1) USP MTW16 STRAP W/ (4) 114" DIA. x 2 1/4" LONG - PLANT SHELF ® 8'-4" 110VO 110 VOLT JUNCTION BOX REFER TO SCHEDULE WALLS 22 PSF 3. PROVIDE A MINIMUM PITCH OF 1/8' AT ALL HORIZONTAL TAPCONS (STAGGERED) TO BOND BEAM BLOCK AND 7-10dx1.5 GALV. NAILS TO TRUSS. (UNLESS OTHERWISE NOTED) WIND SPEED: 170 M.P.H. ULTIMATE FLORIDA BUILDING RESIDENTIAL 2017 BRANCHES AND SEWER LINES. LINES LESS THAN 2 1/2' TO BE 1/4' (MAXIMUM UPLIFT VALUE 1000 LBS - CONSULT WITH ENGINEER IF REQUIRED UPLIFT 5 EXHAUST FAN ° - BATH TUB & SHOWER FALL. VALUE IS GREATER). CPT..�NYL - CARPET TO VINYL TRANSITION (108 M.P.H. FASTEST MILE) FLORIDA PLUMBING 2017 W 4. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE (5)SMOKE DETECTOR SNOW: N/A STACK. 2. MISSED "J" BOLTS FOR WOOD LOAD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" W/ BATTERY BACK-UP FLORIDA MECHANICAL 2017 Q DIA. THREADED ANCHOR BOLTS SET IN A 5 B" DIA x 6" DEEP HOLE FILLED WITH ROMAN BATH SEISMIC: N/A 5. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. "U.S. ANCHOR" ULTRA BOND OR "SIMPSON EPDXY -TIE SYSTEM FOLLOWING ALL 8A - DENOTES DETAIL REF. NO. 4 PHONE NATIONAL ELECTRICAL CODE 2014NEC F-+ MANUFACTURER'S RECOMMENDATIONS. (OR 1/2" DIA. x 5 1/4" LONG "REDHEAD" OR REFER TO DETAIL SHEET �ry CABLE CONNECTION 0APPLICABLE INTERNAL PRESSURE COEFFICIENT: 0.18 6. PROVIDE SAFE WASTE FOR AIR CON➢ITIONING UNIT CONDENSATE "HILTI" STUD EXPANSION ANCHOR BOLTS FOLLOWING ALL MANUFACTURER'S INSTALLATION 7. TRAP. PROCEDURES. RECESSED CAN LIGHT - SHOWER WIND EXPOSURE: C ENCLOSED 7. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING "1 L J• - DENOTES INTERIOR ELEVATION REF. ( ) FIXTURES. 3. MISSED DOWN RODS MAY BE SUBSTITUTED WITH #5 REBAR SET IN 3/4" DIA x 6" DEEP REFER TO ELEVATION SHEET � VAPOR PROOF HOLE FILLED WITH "U.S. ANCHOR" ULTRA BOND OR "SIMPSON" EPDXY -TIE SYSTEM RECESSED CAN LIGHT G' The design of this plan is WIND IMPORTANCE FACTOR: 1.0 8, PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ON ALL HOSE FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS. PREcasr - PRECAST COMPOSITE LINTEL EMERGENCY LIGHTING W/ hereby the sole ownership STANLEY FORREST BIBBS. L-2(W - PRECAST LINTEL REF. 1� BATTERY BACKUP - WASHING MACHINE of Homes by Aburton TYPE OF CONSTRUCTION: VI, UNPROTECTED Florida Reg. No. AR 0006867 9. A VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE eHEEr7.1 - PRECAST LINTEL SHEET NO. By the laws of the United States LOCATED DIRECTLY BENEATH ANY DOOR, WINDOW, OR OTHER BUILDING DATA: VENTILATING OPENING OF THE BUILDING OR OF AN ADJACENT C-ONLY - PRECAST LINTEL ONLY O or duplication Of copyright protection. any form of copies FRAME HEADER BUILDING, NOR SHALL ANY SUCH VENT TERMINAL BE WITHIN TEN - WATER HEATER this IS O Violation Of SINGLE FAMILY RESIDENTIAL DWELLING: (10) FEET HORIZONTALLY OF ANY SUCH OPENING UNLESS IT IS AT N -1 - LEAST TWO C2) FEET AHOVE THE TOP OF SUCH. the U.S. Court systems and will be enforced HEIGHT OF BUILDING: 22'-8"+OR- A.F.F. BUILDING HEIGHT Date I 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 RECI. OF +31.0 PSF/ 35.1 PSF Stuccoi joss sip 14"� :op o to masor�r� 1a . RIGHT SDEELEVAT ON VEWL1/4"1 -0 . StUCCO MIC aC _ � the coats. ��.v " E�' �. � ,,, ,x,,.�„ °cx.� P' - EFFEC EFT SIDE ELEVATION VIEW" SCALE = 1/4"=1'-0" j A4 f fy� l t E .N+ Y ttC. tlui nv. .tts _ uma.G SMOOTH MASONF BANG Saxony Slate Flat Tile ROOF PEEL IN STICK TU MAX 5/8" CDX PLYWOOD & CLIPS PRE-ENGINEERED TRUSSES @ 24" O.C. ALUM. DRIP- 1X2 P.T. 2X6 SUB FA 1X8 JAMES STUCCO SMOOTH SOFFIT OVER HIGH RIB LATH FBC R703.7.1/ ASTM c1063 NON VENTED SOFFITS 0 VE R STUCCO CLOSED SCALE: 1 /4 =a a ,, i I n�, 4+ N N i "�� c �e Cr yR 1 S O N AL _ i � ..` A L. � -'AJDC Orr" CI CVATIAM I IX SEE ELEVATION FOR SPACING N .'3 N w M 1J 0 00 R-20 SPRAY FOAM INSULATION UNDER SIDE OF ROOF 2X4 P.T. NAILER @ PERIMTER BLOCK THAN FHOLD URN S 1 3/4 DETAIL I& 'a 1 U D v, U o w o o -) wO o w w � U CO W� WE-4 E- Q m �b^7 �\k E L� O 2 bo (1) Stan I iev, REVIEWED FORT This Rem haiheenelearoniaForrett CODE COMPLIAN lly '"'w'^TM• signedand %ManedDighl smley ST. LUCIE COUN and da P611ted onpies a thle O and date Pdatedc"ekderea s 0 ® BOCC U Ogned and=1etand the Gj6J �.f slinad end swiedantl the • 1 a 7= . signature mw he v,,&d oa a mil' elemeMtwpiee. _05100 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 m FILE CO•P a FBC 6th Edition (2017) Electrical: FBC 6th Edition (2017) and NEC 2014 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 DR 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 0 w 0 w r W teem MG aim GNN mwn MG nrin GNN REMBION DATE OF DING DATE OF DING: DATE DRAWING NAME: SCALE:ASNOTED A 1.2 00 W -0n F- uj w , W$ x O >0 01-0n > FINISH FLOOR _ FINISH GRADE 1'-4" 7 MOUNTED INSTA-HEAT H.B. t rM DP +67/-67 i, arty. ROOF PITCH 12 6 15-0" PLATE HEIGHT ® FRONT EP DP C� x fypon louver Lu w $ , w x FOAM MOLD 0'-0n § FINISH FLOOR FINISH GRADE Saxony Slate Flat Tile ROOF D +555 DP +67/-67 L F.G. in ALCOVE +70/-70 18" / 80" F.G . 24" SILL HT. FRONT EEE SCALE = 1/4„1 0„ LL DP +70/-70 A/C 0 N DP+55/-55 DP +70/-70 50/-50 ------- ._.— _- ------------------ DP +67/-67 Stucco thickness shall be 3/4" applied to masonry in three coats. REAR ELEVATION VIEW DP +70/-70 Stanley A 'this ftm andseated has en Stanley elect y llForrest signed G1.i*EV pDpR`'t' Farcest using a Digital Signature and date. Printedcopies of this • T ti documentam not considered 2 0 2 0 0 1 0. 3 0 'y ARaCa4657 U slgnedand sealed and the �' signature must be verified on •�p'��. any electrankcopies. 1 2:1 1 •02 041001 BAHAMA SHUTTER Ing Saxony Slate Flat Tile ROOF DP +70/-70 1 DP +70/-70 SMOOTH STUCCO Stucco thickness shall be 3/4" applied to masonry in three coats. BAN BANDS STUCCO FOAM MOLD BANDS \iiCODES IN EFFECT: X PRE-ENGINEERED TRUSSES @ 24" O.C. �U 9n l� Cq3 in U O tI'l 43 ai 0 R-20 SPRAY FOAM INSULATION UNDER �r SIDE OF ROOF O i ALUM. DRIP -`co 1X2 P.T. t 2X4 P.T. NAILER 2X6 SUB FASClA@ PERIMTER BLOCK 1X8 JAMES HMRDI I1 -41 1 LEVEL RETURN W O Pq STUCCO SMOOTH VER HAN ON TRUSSES i HOLD BACK 1 3/4" to SOFFIT OVER HIGH r Q� co co RIB LATH / Vr 1 O FBC R703.7.1/Q r/] O p ASTM c1063 —J P—I " NON VENTED SOFFITS v] O �I STUCCO CLOSED OVERHANG DETAIL C Q w W a SCALE: 1 /4 -1 0 B y Q) Ead V1 �' 0.2 ~ �C) o BAHAMA O SHUTTER o��i��r,arcsrt rR►�n C-) FLORIDA BUILDING CODE 2017 FLORIDA BUILDING RESIDENTIAL 2017 FLORIDA PLUMBING 2017 FLORIDA MECHANICAL 2017 NATIONAL ELECTRICAL CODE 2014NEC SMOOTH STUCCO BANDS © 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 FBC Bth Edition (2017) Electrical: FBC 6th Edition (2017) and NEC 2014 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 I COO z O (� l� W w Dean MG ctim GNN own MG ARP GNN o IiE40M DATE OF w DATE OF DWO DATE DRAWNG NAME, SOAL.E. ASNOTED I i { 0 AA'-4" 42'-b" IT-4" 28'-4" 1, a 12'-4' Ib'-b' 10'-b' 4'-&" b'-0' b'-b" FBC R310 EMERGENCYESCAPE & RESCUE OPENINGS d? 62"/54" R.O. = 2 -SH25 - 32" SILL HT. 42" knee wall 0 14'-4" Ibi-b" II'-b" 32"/54" R.O. :p GAS LINE SH25 32" SILL HT. iv E Stanley A Fsc 3'-10" 1'-10" 288o 46 / 50 F.G. 1 LITE BEDRM 4 r_ 9- Q_ J 6 rtr �OF F(� This ikm has beeneettmn ap Forrest EMERGENCYESCAPE 6060 YE S flESCNf OPENINGS 36" SILL HT. dr. a N :' / 1� y o Ey*o4fvtlnh�P�Nntetl'mp FOR and aNgitylS(SM Wre REAR • " rr " "' 16 -0 x 12 -0 ry_ a " ^o7 eisofthis 2020 11 25 do m nt are oe on d r d %S.G.°. H.E.Ft-j'3 '-0" '- COVERE R 4 f PO CH _ 1' 4 1 1 " 0-0 FLAT CLG. 2' n sihs--himX.° da" . o FILD CLG. _.._.. tO 42 16'-0" t"z? s`w�� n ek[Yro kw Tex y p . 11.39.51 U.._.._..___.._.._. !10'-0"FLAT -10" x WW'-0" TRAY CLG. NOOK 'SO CLG. ID �DRE DOOR f+ 2680 N _05,00, THIN PAVERS 46 / 50 F.G.— — rnrn 11 -4 x 13 -6 dr. AdOVER CONCRETE 36" SILL HT. FLAT CLG.13'-0' '�12'-0" I I ROUG IN FOR UMME KITCHEN 11�n 1a 2'-4,h' 3'-0.WP BEDRM,2D/6D .12-02-4 2880 dr O=r S.G.D. 2�3'-3' 2480 za" / 31^ R.o. O SHz33 t � n rn ! 3 -0 x 19 -8 pk. dr. + 58" SILL HT. MOUNTED 300 AMPC'-0" TRAY CLG. INSTA-HEATI 12'-0" FLAT CLG. - (5) SH ! — !.._.._...._.._.._..-.r..T.._.._.._.._.._.._.._.._..T..�._.._.._.._.._.._.._.. Q m 16 6 b 32 SH25R.O.300 " ! j j j I Y-4"2880 LID CORE AMP j I i I i i i i i i i 32"SILL HT. FBC R310 LOSING E �.._.._.._.._.._.._.._ sEL c G PANEL w/ thr old & Q-Ion i _.._.._.._.._.. j 1 11 1 j " jj 46e Ib_q EMERGENCYESCAPE w therstrlp _ 21 O' \ j i i i i 1 j j i i & RESCUE OPENING \. `r ! 5'-10" Y-4' 3'-l0"j i j i 1 j j j 20/80 j ! F.._.._...._.._.._.._..0 L.._.._.._.._.._.._.._.._..J L.._.._.._.._.._.._.._..j :._._.._.._._.._..._.._.._.._.._._.._.._.., r._._._._._._._.:_ i i ITCH EN i =�-� m ED M 3 R302.5.1 Opening Protection ! L _.._.._.._...._.._.._.._.._.._._.._.._.._..J = d, ! 1 — Q F MILY;F M j !! j — 3- GA C AR RA 3-CAR 1— I ■ _ _ 18' 6" x 13' 1" / o � 21'-0" x 30'-0" 1 ' 21'-2" x 19" 1 !' 1 j j 1 . = i 2 20/80 ,_ tr 10 0 FLAT CLG. i o 1 ROD & SHELF CQFFERED C�141NG � I I 10'-0" FLAT CLG `' ' \ n W ' I I I i :.._.._.. .._.._.._. _..� i_.._.._.._.._.._.._.._..� I I I I W a of I w 0 Q _ 1 W.I.C. _, _ o w m CO W.I.C. .._.._.._.._.._.._.._.. j i i I I , r I I I i 31a1 ! IN SLAB CONDUIT FOR I I BECIPoC TO ISLM10 ! 5 SH () 2880 dr. 000 n o BB O o E2 J Jr t U) O W m o LL 3 oo W" �..r.. fix\ // ` r / ( / I / / / / ! / \ \ ? m C7 O q Q c� .m 30/80 PK.DR. 30/80 PK.DR ! i j i j . i . 4-04-b d co y� N 3 / / j/i; � x o 9 12/1 ceiling chan e h t /FINK / HROO SH L.._.._...._.._.._.._.L..1.._.._.._.._.._.._.._.._..1..1._.._.._.._.._.._.._...j 7'-b" b" b'-0" b" 9 9 9 b'-0" b" 5'-I" b. 3'-b" 10'-0' o X j / � l'-II" 3'-3 ¢ i STORAGEj 3-4' .. .. 'ABOVE ' - - ._.._.._.._ _.._........ 1 ROD & SHELF 10'-0" FLAT CLG. 1 2'-0" FLAT CLG. i .._.._.._.._.._.. _.._.._.._.. _.._. \)dr. ® AIR O/ / /I o i _ 2 @ 20/80 .. r.._.._.._.._.._.._.._.._.._. n 680 O 0 m / / 9' 0" / tv 0 ~ N v = I 4 N O n M J rn ceirtered onc"ss V dmm y42"z60" D02680 I I_i I 1 FOYER O j I 4 z68 pantry 2d80 U ABOV._.._.._.._.CC) DR 30(80 PK%r8l ! ! i DINING j j ! '^ dr. 5 SH O o : 64 1 ! i - 1 - dr. ! o cnj s-lo" 4'-s" m L.._.._.._.._.._.._.._.._.._.. ! 1 FLAT i "? 12'-0" CLG 4 r �.._....._.._.. �......_.._.: _ ' a d 4 TV ., 0. R302.5 Dwelling -Garage Opening and Penetration Pr6tection ,°� m r` cp i p Bath �' FBC R310 to S I Q Openings and penetrations through the walls cir ceilings sep ting � v X + r 1 Y 1 . 2,-4„ 114311 ® • EMERGENCY ESCAPE I b Q OI- r FBC R310 ' ' 20180 13-2 I 1 b-� 7 the dwelling from the garage shall be in accordance with $e'ctions \ R302.5.1 through R302.5.3. ao 13'-O" x 19'-S" — LL= & RESCUE OPENINGS R. EMERGENCY ESCAPE 1 N 0 Cl) s 10'-0" FLAT CLG. ' o� 46" / 60" R.O. 30/80 LID CORLITE D IM SH 26 &RESCUE OPENINGS 46" / 60" R.O. D RM # 2 24" / 54" R.O. I „ / R.O EMERGENCY ESCpP�E 54 SH 2 �.\ 2'-b" 3'-0a 2' b" SIDE ppN 24" SILL HT. "' "� &RESCUE OPEN119GS-'-"-"- 2162" F.G. ABOVE w / 46/20 F.G. ABOVE SH L6H T ,F ,i 13 2 x 10 -4 0 0 — 32" SILL HT. Q iv 3z" ILL HT � 32" / 54" R.O. FRONT ry ...... .. :... .24 10'-0" LA T CLG ro SH25 N 4'-O" 32" SILL HT. 3'-0" 5'-0" FBC R310 3 ENTRY EMERGENCY ESCAPE H.B. '. l' &RESCUE OPENINGS Q = 15'-0" FLAT CLG. SEE �i n RAIN HEAD THIN PAVERS OVER CONCRETE N r O 3' 0" 32" / 54" R.O. 32 SH2SR.O. O 3'-0" X-10" 2'-10" 4'-0" 4'-0" 2'-10" 2'-10" - N frame knee wall to 15' "� 32" SI1LL HT. 25 32" SILL HT. Q FBC R310 'fl EMERGENCY ESCAPE Q 30" / 20" F.G 30 / 20" F. . & RESCUE OPENINGS = 6 ' SILL HT. 6 " SILL HT I'-b' 2'-b' 1-4e 2-6" 3i4a T-4" 3i-4. 5'-0. 3i-4" b'-10" 22-4" 2'-0" a'-0" 5'-b' b'-o' s'-&' 2'-0" CODES IN EFFE F.B.C. WIND FORCE R bb4 ©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 The Effective Date for the Florida Building Code 6th Edition (2017) 2017/140 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2010 RESIDENTIAL EDITION 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: ®WINDOWS-ANS/AAMA/NWWDA 101/IS2 2197 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +35.3 PSF/ -47.2 PSF 2017/140 MPH EXTERIOR DOOR REQUIREMENTS EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBCR301.2(2) FLOOR PLAN EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/ -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 SQ. FT. CALAATIONS LIVING 2835 t REAR COV PORCH 422' ENTRY 196.' OTHER 0 GARAGE 665t TOTAL AREA UNDER ROOF 4118 PATIO 0 4118 t LEGEND ■ - #5 - ROD IN FILLED CELL N N ❑ - FILLED CELL (NO STEEL REQ'D) U M - 2x4 FRAME WALL 4-_a 1_N - 8" C.M.U. WALL 110 O - INTERIOR BEARING WALL LN U - DENOTES 8'-0" PLT. HEIGHT (UNLESS NOTED OTHERWISE) U - DENOTES 8'-8" PLT. HEIGHT w - DENOTES 9'-0" PLT. HEIGHT w � COO - DENOTES 10'-0" PLT. HEIGHT M�r'� U - DENOTES 10'-8" PLT. HEIGHT O ® - DENOTES 11'-4" PLT. HEIGHT � 00 - DENOTES 12'-O" PLT. HEIGHT - DENOTES OTHER PLT. HT. SEE ELEV. & FLOOR PLAN FOR PLT. HT. - INTERIOR 2x4 WALL W/ HEIGHT NOTED ON FLOOR PLAN - PLANT SHELF @ 8'-4" (UNLESS OTHERWISE NOTED) 1A DENOTES DETAIL REF. NUMBER S.1 & SHEET NUMBER FOR DETAIL LOCATION A DENOTES INTERIOR ELEVATION REF. ° & SHEET NUMBER FOR ELEVATION RECAS LOCATION L-4 (C) PRECAST LINTEL REF. HDR-1 WOOD HEADER REF. H - FLOORING TRANSITION 1. ALL INTERIOR WALLS ARE 2" X 4" CONSTRUCTION 24" O.C. EXCEPT NOTED WET WALLS. NOTES: FOR TYPICAL DOOR AND WINDOW ATTACHMENT INTO MASONRY SEE DETAILS 103,107 AND 108 ON THE DETAIL SHEET. FOR TYPICAL DOOR AND WINDOW ATTACHMENT INTO WOOD FRAME SEE DETAIL 109, 110, AND 111. SEE GENERAL NOTES ON THE COVER SHEET FOR DESIGN CRITERIA. CPT.HVINYL -CARPET TO VINYL TRANSITION 1. ALL INTERIOR WALLS ARE 2" X 4" CONSTRUCTION 16" O.C. 2. ALL ROUGH OPENING WINDOW SIZES MUST BE VERIFIED BY WINDOW CONTRACTOR PRIOR TO CONSTRUCTION. 3. PROVIDE BACKING FOR KITCHEN CABINETS ( SEE BUILDER FOR LOCATION) HDRRAME HEADER SCHEDULE: 0 (2) 2x12 #2 S.Y.P. W/ 1/2" FLITCH PLATE MIN. 2 ROWS 16d GALV. NAILS AT 6" O.C. LYL-1 (2) 11"x111" LVL (TOP @ 8'-1" A.F.F.) MIN. 2 ROWS 16d GALV. NAILS AT 12" O.C. DOOR SCHEDULE EXTERIOR DOOR UNITS EXTERIOR 68 DOOR BLOCK OPENING W t x 4 BUCK EXTERIOR 80 DOOR BLOCK OPENING W i x 4 BUCK 2868 35 x 81 3 8 2880 35 x 97 3 8 3068 39 x 81 3 8 3080 39 x 97 3 8 5068 64 x 81 3 8 5080 64 x 97 3 8 6068 76 x 81 3 8 6080 76 x 97 3 8 HEIGHT ROUGH OPENINGS BASED ON USING A PRE -CAST SILL MAXIMUM ALLOWABLE SHIM STACK TO BE C PER JAMB AND I- AT WINDOW HEAD. (ROUGH OPENING EXAMPLE- SH-25- 36\ x 631" MAX.) 107 FOR TAPCON PLACEMENT. NOTES: FOR TYPICAL DOOR AND WINDOW ATTACHMENT INTO MASONRY SEE DETAILS 103,107 AND 108 ON THE DETAIL SHEET. FOR TYPICAL DOOR AND WINDOW ATTACHMENT INTO WOOD FRAME SEE DETAIL 109, 110, AND 111. SEE GENERAL NOTES ON THE COVER SHEET FOR DESIGN CRITERIA. FBC R310 EMERGENCY ESCAPE vT: & RESCUE OPENINGS ESIDENTAIL SECT. 301 FLORIDA BUILDING CODE 2017 6TH EDITION FLORIDA BUILDING RESIDENTIAL 2017 F.B.C. PLUMBING & MECHANICAL 2017 6TH EDITION F.B.C. ELECTRICAL 6TH EDITION 2017 NEC 2014 CE Lill al al > � Ct O Cei O w i` ° � � U wO O w w � w E4 N FH1�-�11I Z E C b '.{ �-I C O FBC 6th Edition (2017) Electrical: FBC 6th Edition (2017) and NEC 2014 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 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. Approved By: STANLEY FORREST Florida Reg. No. AR 0006867 Date ,` C w Dew MG am GNN mm MG Arw GNN REVISION DATE OF DWO DATE OF Dill DATE DRAVMG NAME SCAL B ASNOTED A 1.2 TYPICAL TAPCON LOCATIONS :)Pp AAFC 0 C SINGLE WINDOW INSTALLATION USE 2 TAPCONS AT TOP & BOTTOM OF MANUFACTURER SPECIFIED MULLION D A 0 WALL CALK WITH WATER PROOF EXT. CALKING —CALK PERIMITER OF WINDOW VINYL IMPACT INSULATED L1 1/2" CASE HARD NAILS @ 8" O.C. STAGGERED 1x P.T. BUCK STRIP T-NAILED W/ .109 DIA. MIN. ED. TO MASONRY @ 8" O.C. MIN. AND PLACE WITHIN 6" FROM CORNERS WITH 1 1/4" MIN. 10N BB N.T.S. EMBEDMENT INTO BLOCK OR 2x P.T. BUCK STRIP INSTALL 1/4" DIA. SELF TAPPING 4NDOW SILL TO MASONRY CONC. ANCHORS 8" MAX. FROM ENDS AND 12" O.C. u/ VULKEM 116 ADHESIVE. 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) )NRY SIVE. C� ,-tli' ,l 1► C I DOUBLE/TRIPLE WINDOW INSTALLATION ALL TAPCONS TO BE 1/4" x 3 1/4" W/ 1 1/41" 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. vVINDOW ATTACHMENT @ MASONRY WALL DETAIL SCALE: N.T.S. DETAIL AT SLIDING GLASS DOOR JAMB MASONRY WALL SLIDING GLASS DR. 1/4" TAPCON 11" MIN. EMBD. 1/4" P.T. FURRING VERTICAL JAMB 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 CINri F nnnR MASONRY WALL SHIM A' NECESSARY PRE -HUNG DOOR FRAME PRE -HUNG DOOR 1x" P.T. BUCK LD 1/4" TAPCON 11" MIN. EMBD. TO C.M.U. WALL VERTICAL JAMB N.T.S. DBL. DOOR SINGLE W/ SIDELITE " 18„ 3"-6„1 3„-6„ MAX. ©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. 0-1331 107 DOOR SCALE: N.T.S. we WINDOW SCHEDULE SINGLE HUNG BLOCK WINDOWS ALL IMPACT GLASS CALLOUT SINGLE CODE SINGLE R.O. CALLOUT DOUBLE CODE DOUBLE R.O. INGRESS EGRESS SH-12 C-12 19 x 26 SH-13 C-13 19 x 38 SH-14 C-14 19 x 50 SH-15 C-15 19 x 63 SH-16 C-16 19 x 72 SH- 32 C- 32 27 x 26 SH- 33 C- 33 27 x 38 SH- 34 C- 34 27 x 50 SH- 35 C- 35 27 x 63 SH- 36 C- 36 27 x 72 SH-22 C-22 37 x 26 DBL SH-22 CD-22 74F x 26 SH-23 C-23 37 x 38 DBL SH-23 CD-23 74 x 38 SH-24 C-24 37 x 50 DBL SH-24 CD-24 74 x 50 SH-25 C-25 37 x 63 DBL SH-25 CD-25 74 x 63 SH-26 C-26 37 x 72 DBL SH-26 CD-26 74 x 72 SH-32 C-32 53 x 26 DBL SH-32 CD-32 107 x 26 SH-33 C-33 53 x 38 DBL SH-33 CD-33 107 x 38 SH-34 C-34 53 DBL SH-34 CD-34 107 x 50 SH-35 C-35 53 _x_501 x 63 DBL SH-35 CD-35 107 x 63 SH-36 I C-36 53 x 72 DBL SH-36 I CD-36 1107 x 72 ® EA.TRU55 INSTALLATION FASTENERS FOR JAMBS AND HEADERS SHOULD BE MIN. #10 x 1\" SCREWS. THE INSTALLATION FASTENERS FOR THE TRACK SHOULD BE MIN. �(e" x 1 1/2" MASONRY SCREWS. DOOR MAY BE SHIMMED, AS NEEDED, PROVIDED A MIN. SCREW EMBEDMENT OF 11" IS MAINTAINED. FASTENERS SHOULD BE INSTALLED USING ALL THE MANUF. PRE -PUNCHED COUNTERSUNK INSTALLATION NOTES. POCKET DOOR HOOKSTRIP: THE HOOKSIRIP SHOULD BE ATTACHED WITH A MIN. OF FIVE, #10 x 1\" 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 HEADER DRYWALL MAY BE BENEATH SHIM AS OR ON TOP OF HOOKSTRIP, NEEDED MUST MAINTAIN SCREW EMBED. O O EXTERIOR 121 INTERIOR MIN. 11" OPT. SCREEN EMBED. I INTERIOR MIN. 1" FROM INTERIOR EDGE SCREW MUST BE ANCHORED 4< X4 KNEEWALL FASTENED W/ INTO SUBSTRATE 8d COMMON NAILS TO EA. EXTERIOR • MASONRY WAL TRU55E5 AWVE POCKET JAMB SHEATHING AFTER INSTALLATION, SEAL 2x4 ATTACHED W/ 2x8 FASTENED TO HEADER JOINT BETWEEN TRACK AND EXTERIOR TAPGON5 &" O.G. KNEEWALL ABOVE W/ JAMB 8d COMMON NAILS 8 O.G. IF NECESSARY USE SHIMS POCKET SLIDING GLASS UNDER THE TRACK WHEN INSTALLING TO KEEP PLUMB & DOOR ATTACHMENT DETAIL LEVEL. INTERIOR VOIDS MAY BE TRACK SCALE: N,T,S, FILLED WITH MINIMAL --EXPANDING FOAM MASONRY WALL SLIDING GLASS DOOR ATTACHMENT BRICK MOLD AT WOOD FRAME WALL DETAIL PRE -HUNG DOOR FRAME SCALE: N.T.S. SHIM AS NECESSARY TAPCONS PER DOOR MANUFACTURER INTERIOR DOOR SCHEDULE - lA F.1. uuCK 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 \CHRMENTIOR PER GDET2)FBC ri 'I3-1_02 0 I 1 DOOR SCHEDULE CODE QUAN. DOOR SIZE MASONRY OPENING PRECAST SCHED. *5068 S.G.D. 5 -0 x 6'-8" 5'-0" x 8'-0" M.O. 62 x81 M.O. 62"x97" 6'-6" U-LINTEL *6068 S.G.D. 6-0 x 6-8 6'-0" x 8'-0" M.O. 74 x97" M.O. 74"x81" 7'-6" U-LINTEL *8068 S.G.D. 8-0 x 6-8 8'-0" x 8'-0" M.O. 98 x81 M.O. 98"x97" 9'-4" U-LINTEL *9068 S.G.D. x - 9'-0" x 8'-0" M.O. 108 x81 M.O. 108 x97" 10'-6" U-LINTEL �2068 S.G.D. 12-0 x 6-8 12'-0" x 8'-0 M.O. 145"x81" M.O. 145 "x97" 13'-4" U-LINTEL 8'x7' O.H.D. 8 -0 x 7 -0-see 8'-0" x 8'-0" manuf. s ecs. P 9'-4" U-UNTEL 16'x7' O.H.D. 16 -0 x 7 70 16'-0" x 8'-0 see manuf. specs. 17'-4" U-LINTEL *2068 ext. 2-0 x 6-8 2'-0° x 8'-0" see manuf. specs. 2'-0" HDR *2668 ext. 2-6 x 6-8 2'-6" x 8'-0" see manuf. specs. 2'-6" HDR 2868 ext. 2-8 x 6-8 2'-B" x 8'-0" see manuf. specs. 2'-8" HDR *3068 ext. 3'-0" x 8'-0" see manuf. specs. 3'-0" HDR STANDARD DOOR HEADER HEIGHT - 6'-8" A.F.F. *OPTIONAL DOOR HEADER HEIGHT - 8'-0" A.F.F. 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 ( see detail 101 & 108 ) 2668 30 x 82 2680 30 x 98 2868 32 x 82 2880 32 x 98 3068 38 x 82 3080 38 x 98 4068 51 x 81 4080 51 x 98 5068 63 x 81 5080 63 x 98 6068 75 x 81 6080 75 x 98 INTERIOR SOLID CORE DOOR UNITS INSWING S/C UNIT 68 DOOR ROUGH OPENING S/C UNIT 80 DOOR ROUGH OPENING 2668 30 x 8 2680 "" x 1" 2868 32 x 83 2880 32 x 100 3068 38 x 83 3080 38 x 100 INTERIOR SOLID CORE DOOR U TS OUTSWING S/C UNIT 68 DOOR ROUGH OPENING S/C UNIT O DOOR ROUGH OPENING 2668 30 x 82 2680 30" x 98 3 4" 2868 32 x 82 2880 32 x 98 3 4 3068 38 x 82 3090 38 x 96 3 4 INTERIOR WOOD BI-PASS DOOR UNITS BI-PASS 68 DOOR ROUGH OPENING BI-PASS 80 DOOR ROUGH OPENING 4068 4 x 4080 47" x 99" 5068 59 x 83 5080 59 x 99 6066 72 x 83 6080 72 x 99 INTERIOR BALL CATCH DOOR UNITS PRE -HUNG 68 DOOR ROUGH OPENING PREHUNG 80 DOOR ROUGH OPENING 4068 50 x 82 4080 50 x 98 5068 62 x 82 5080 62 x 98 6068 74V x 82V 1 6080 1 74 x 98 INTERIOR MIRRORED BI-PASS DOOR UNITS PASS 68 DOOR 68 ROUGH OPENING 8PASS 800 DOOR ROUGH OPENING 4068 47 x 81 4080 470 x 97" 5068 59 x 81 5080 59 x 97 6068 72 x 81 6080 72 x 97 INTERIOR BI-FOLD DOOR UNITS BI-FOLD 68 DOOR ROUGH OPENIN BI-FOLD 80 DOOR ROUGH OPENING 1668 19 x 82 1680 19 " x 98" 2068 25 x 82 2080 25 x 98 2668 31 x 82 2680 31 x 98 3068 37V x 82 3080 37 x 98 4068 49 x 4080 49 ' x 98" 5068 61 x 82 5080 61 x 98 6068 73 x 82 6080 73 x 98 DBL 2X12 #2 S.Y.P. W/ 1/2" FLITCH PLATE SPACER 2x4 #2 S.P.F. JACKS UNDER HEADER @ EA. END (SEE SPAN TABLE) U.N.O. AJAECKSND OWIDTHG 0 TO 2'-6 2'-7 TO 4'- 1 4'-1 TO 8'-0 2 8'-1 TO 10 - X3.5 RALLAM 10'-1 TO 16' x 8" ANCHOR BOIL OR \"- x 6" EXPANSK BOLTS @ 24" O.C. MAX WITH 2"x1/8" WASHERS 20 P.T. SOLE PLATE DOOR FASTENER INTERIOR MIN. 11" EMBED. O FILLED PRECAST LINTEL W/ (1) #5- ROD CONT. HORIZ. © BOTTOM OF CAVITY TYPICAL OPENING SECTION SCALE: N.T.S. FLAT TILE ROOF PEEL IN STICK TU MAX ow5/8" CDX PLYWOOD & CLIPS BYPASS JAMB EXTERIOR PRE-ENGINEERED TRUSSES INTERIOR @ 24" O.C. PRE-ENGINEERED TRUSS @24" MIN. 1\" RECOMMENDED, O.C. W/ HURRICANE ANCHOR V<'FOR DEPENDING ON TRACK SILL HEIGHT. ON EA. TRUSS. SEE TRUSS PLAN MANUFACTURER & TYPE PROVIDE BUILD. PAPER OR GALV. STEEL PLATE BETWEEN TRUSS & C.M.U. _ O SEALANT BEAD BY OTHERS —. ALUM. DRIP 1X2 P.T. 109 2X6 SUB FASCIA O - 1X8 JAMES HARDI 1,-4„ - s"� cv EFER TO TRUSS CONNECTOR SCHEDULE FOR TRUSS STUCCO SMOOTH OVER HANG °• CONNECTION SPECIFICATIONS SOFFIT OVER HIGH RIB LATH 5/8 gypsum drywall all ceilings 2 beam blocks with #5 rebor each continuos openimgs to have lintel below. ROD CONT. (TOP OF LINTEL) W/ MIN. 3/4" CLR. (25" MIN. LAP) � fs, o �.63. �a . CC3 ;'" 0 -� Cd C/� Al 0 44 '1 k3A`. 4-), M0 00 O 6 V1 O M O_ .� U t. FBC R703.7. / PRECAST HEADER AT ALL �W ASTM c1063 OPENINGS U N 0 ON PLAN �' ' J w in Co A E•IFR v 1/2" GYP BOARD OVER W O � E 0 Rj I STRAP TOP PLATE, HEADER [ P.T. FURRING E'"-I w C)a) AND STUDS AT EACH END W/ (1) #5- ROD @ OPENINGS FOAM INJECTION INSULATION PA! .w SIMPSON LSTA21 W/16-10d 5'-0" OR GREATER U.N.O. o I OR USP LSTA21 W 16-10d WINDOW OR F.G. ►�-� w / PRE -CAST SILL v, d STUDS @ O #24S.P.F. MIN.1(U.N.O.) GYP. BOARD ;OLE PLATE TO STUDS W/ >IMPSON SP4 OR USP SPT4 V/ 6-1061.5" GALV. NAILS HEADER DETAIL D@ INTERIOR LOAD BEARING WALL SCALE: 3/4"=1'-O" A Stanley A 17A SEE DET. 107 bQ I •,�, I 3 FINISH MATERIAL PRECAST SILL SEE ELEVATIONS ' #5� ROD IN FILLED CELL w AS PER FLOOR PLAN F'' E- TIED TO CONT. ROD IN � �, " v 8 C.M.U. _ OTER & LINTEL ROD .b o ABOVE 4" CONC. SLAB W/ FIBER ® s~ QU. MESH (OR W/ 6x6 10/10) o', OVER 6M VIVIEWED FOR CODE COMPLIgNCE 00 FIN. GRADE 7 JIIII, ST.'LUCIE COUNTY BOCC 04 Z • 16" TYP. 16" X 20" MONO. FOOTER W/ (2) #5- RODS CONT. EXTERIOR FOOTINGS LESS THAN 12" BELOW UNDISTURBED SOIL F�,,, `, 1 ;,STORY SHALL REQUIRE A COMPACTION TEST. 8 BLOCK WALL SECTION __8 SCALE: 3/4"=1'-0" A 8-13 97 6u Olt, ttrllds item has electromcaily dFE Forrest CODES IN EFFECT: ti'"Q „„„Lp P'S+ "�/p;" s%ned end seaW by%,ley " `°"�"aa�a°"'S�"'"" 202001003 0 F.B.C. WIND FORCE RESIDENTAIL SECT. 301 tSY iagk` ti• —�;` d,.," and date. printetl co pies of this dowment ere not Wnsidered hpG A"117' :+�� sfenedandaealedandthe signatumflnWbe*rKtedon f��HD.AR�� anye�troMcmpks, 10:13:57 -04100' FLORIDA BUILDING CODE 2017 6TH EDITION FLORIDA BUILDING RESIDENTIAL 2017 F.B.C. PLUMBING & MECHANICAL 2017 6TH EDITION F.B.C. ELECTRICAL 6TH EDITION 2017 NEC 2014 FBC 6th Edition (2017) Electrical: FBC 6th Edition (2017) and NEC 2014 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. AR0006867 CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. Date I L F--�1 W H r=1 W O 0 �•t Dw* MG a*1 D GNN Daww MG nryD GNN REVII M DATE OF DWO DATE OF DWO DATE DRAWING NAME SCALB ASNOTED Ark 2.2 DRAW BAR WITH EMEROENGY- RELEASE PRECAST LINTEL ABOVE D❑❑R- ❑PENING STOP M❑LDIN OVERHEAD GARAGE - DOOR TRACK WITH CARRIAGE AND CHAIN DRIVE ❑,H, D❑❑R TRACK 8" C,M.L STOP M ❑VERHEA GARAGE DOOR 3/8" x 1 1 LAG B❑LT LJI. PER MANUF, WRITTEN SPEC, #5- BAR CONTINUOUS LINTEL COURSE W/ (1) #5- BAR FILLED SOLID. 25" MIN. LAP ON #5- BARS IN CORNER •4 7. T. y! i MOTOR OPERATOR ZpiiiED VERTICAL #5- BAR CON WILL BE UL325 LABELED CELL W/ (1) #5- BAR CORNER REINF. @ LINTEL 0 SCALE: 3/4"=1'-0" 1/2" MASONRY FASTENER 1IN 4" EMBED,- I,C, W/ 3"X3" WASHER & 4" 16 7.3 Stanley A FROM EA, END Forrest .Yryt.: ,�OxG.Rf. This item has beenelectronkaliy �10� d . signad and sealed by swniey EY FO Fo"est u"r•aD"al S1nawre I'� ///��� K7. dowmee, priMad copies 1d O l O 1 0 2 O 'R AROG"dae7' '!.'t d°wmentare fwt Wns6lered L • I •J yp 0 54ned and sealed and the �id„w �t� stgaature mustbe v rtliedon �¢REO.AtL�P any eleamnk espies. 2X8 PT. BUCK 10:08:54 H. DOOR TRACK-04�00, GARAGE DODR ATTACHYENT DETAIL SCALE: NITS, #5 VERT. WALL REINF. GROUT CELLS SOLID IN 2x8 P.T. #2 SYP JAMB ---' TRACK/BRACKET FASTEN PER MANUF. SPECS. 1 /2" x 8" "L" BOLT W/2" SQ. WASHER & NUT AT FILLED CELL (4 PER SIDE) ,-- P.T. DOOR STOP GARAGE DOOR ATTACHMENT DETAIL 103 SCALE: N.T.S. 3-1-02 FBCC IN 7,/,6" OSB OR 15/32' PLYWOOD SHEATHING z JOINT / — 2X4 BLOCKING PLACED / FLATWISE WITH (2) 16d NAILING PER SCHEDULE J NAILS EACH END NOT REQ'D AT HEADERS) THING WALL SPLICE DETAIL 2x4 #2 S.P.F. STUD SCALE: NTS F 3-'-02 LIMI IINCU t1LI(_jl IJ EXTERIOR #2 STUDS SIZE STUD MATERIAL & O/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'-8" 2" X 4" SOUTHERN PINE 24" O/C 9'-0" 2" X 4" SOUTHERN PINE 16" O/C 11'-0" 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" O/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" O/C 22'-8" 2" X 8" SOUTHERN PINE 12" O/C LIMITING HEIGHTS FOR EXTERIOR #2 STUDS SCALE: NTS 3—'-02 �F 6 / FBC SIMPSON OR USP MSTA18 STRAP W/ 6-1061.5" NAILS IN TRUSS AND/OR BLOCKING \-- VALLEY SET TRUSSES OR ROOF TRUSSES 0 2'-0" O.C. VALLEY STRAP DETAIL SCALE:_ SCALE: [ -1 -0 C UPLIFT NAIL S3-1-02 PACING (8d RING SHANK NAILS) 4" O.C. 0 FRAMED WALLS & GABLES CONVENTIONAL FRAMING ,-ROOF DECKING 2x4 SYP iLOCKING W/ 3--16ii EACH END 43C F�BB� SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SHEATHING PANEL ATTACHMENT i3)FOR EXTERIOR SHEAR WALLS F60 SCALE: NTS F 3-t-02 FBC , (ASSEMBLED WINDOW) D x x FLASHING 2 { 2 FLASHING r���'' DO NOT FLASH w y1, OVER BOTTOM HEAD FLASHING TIE-IN NAILING FLANGE INSTRUCTIONS: NOTES: pi U 4 1. CUT, FOLD UP &TEMPORARILY �� v SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO cl ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE U n 00 U mz 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL N.T.S. co OR APPRROVED WATER REPELANT SYSTEM DRYLOCK) o 0 a I / 4 G G 0 0 NAIL SPACING 0 8" O.C. 0 " . C G 4 U 4 o U U G 4 C BLOCK WALL L POURED CELL W/(1) #5- BAR 0 0 (TYPICAL) CONT. FROM LINTEL TO FOOTING. TYP. STEP DOWN TIE BEAM 17 REVIEWED FOR SCALE: ["44' CODE COMPLIAMCE 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 m wr* MG Awo GNN FEVIBION DATE OF DATE OF DWO DATE DRAWM NAMB BOALB: ASNOTED A 2.3 mm uw 2 SCALL = 1/4 =1 -U 88'-4" 42'-8- 17'-4" 12'-4" 16'-80 10,-80 6'-0. �V-4"� 16-00 F4 H 15-4" FF 4] 10,-00 2-4- 11'-0' 2'-4" 6 - - . — ----- - ----- --- --- ----------- ------- ------- -�A r r Q w 0 LL 0 IN I F a IN 0 F M IN El I ■I m 0 M F2 -40 31-0. 2'-6- #1 r --------- n S YO HO R RECESS F LEE2 RAIN XHEAD I-R- L. 2'-0' ._- - ----- ------- ------- - ------- E2 — 8'-4- 8,-e 9'-4" ROUG ROUG -I IN FOR SUMME KITCHEN 2'- e . 36'-3" 16'-8" 12'-0" 4" 001 FF1] 5" CONIC. SLAB 2500 PSI W/ 6X6-W6/D6 WWM OR FIBERMESH REINFORCING ON 6-MIL. VISQUEEN MOISTURE BARRIER ON CLEAN TERMITE TREATED SOIL, COMPACTED TO 95% MODIFIED PROCTOR. 2' M 2b 4 6' DOWN M IN ME 0 ----------- ----- 1 2'-8- 7'-8- 21'-8" in I THIN PAVERS I F3 F3] OVER CONCRETE : L A.- -L- 1EM I oil' S-4-JI 7'-4- 1-47 - 4'-8" 5'-8" 4'-8- S-8- 4'-8" 23'-4" 32'-0' 11,-8" IN SLAB CONDUIT FOR ELECTMC M MMD ............... ............... ..... 91-0. I n IN 88'-4" 0 2 SLABNOTE 5" CONCRETE SLAB W/ FIBERMESH ( OR 6"x6" D6/D6 W.W.R.) OVER 6 MILL VISO, AND CLEAN, COMPACTED BORACARE SYSTEM HF1 FOR TREATMENT OF TERMITES WILL BE USED ABOVE GRADE 300 AMP MOUNTED INSTA-HEAT .... .................. ............. - ------- ------- — ----- ----------- --- --- --- ------- J -2- -2" 2'-2" PANEL SS 21'-0" 0 < > wo SLOPE F1 i cn b GARAGE FTG THRU DOOR S 9A ...... ...... .............. . 10'-2" 3 4 2'-7� -4- - 1 AIR H. 9, og ABOVE GARAGE FTC THE DOOR LT < !IL—JI LT 01 w SLOPE F1 0 F1 ------ - --- ...... ------ ------ 41 ............................. _._TT ------ — ---- - ---------------- - tl 1 ■ II -------- --- - - - ----- --- - ------------------ Jio 23'-8" 1 5-8" 1 8,-0" 1 5-8" 1 2'-0' CONCRETE SPECS SLAB- 3000 P.S.I. IN 28 DAYS FOOTERS- 3000 P.S.I. IN 28 DAYS LINTELS- 3000 P.S.I. IN 28 DAYS FILLED CELLS- 3000 P.S.I. IN 28 DAYS - INTERIOR BEARING WALL n - DENOTES #5 - ROD IN FILLED CELL 00AY Aik No. 8$J6 NOTE: ENGINEERING SEAL IS FOR FOUNDATION DESIGN ONLY, 00or -g 0 Q0 co ccaD 4-) 0 E- j CO bx E- 0 XI 0 cd E- -Rt 0 CD 4 REVIEWED FOR N CODE COMPLIANCE ST. LUCIE COUNTY BOCC uO ah u 0 —4- P FILE copy�- ' u Q w Q z z 0 oem MG cmD GNN own MG Am GNN z FEVOON DATE OF DWO DATE OF DWO DATE 0 DRAWNG NAME- SCALE- ASNOTED simm A 3.1 '.'�:4"m SLAB ON GRADE SLAB SLOPES AT SLAB ON GRADE " PER FOUNDATION PLAN _ PER FT. AWAY PER FOUNDATION PLAN FROM HOUSE FIN. GRADE Z . < I I- � `° ° =1 I I -_III �IIIIIIL � •. ! • ... -III III -I I N I- 11-' 6 I —III I II I I (2) #5 CONT. 1" W/ (2)1 #5 CONT. 6" CURB FOOTING PORCH FOOTING DETAIL TYP 4 SCALE: 3/4"=1'-0" DETAIL SCALE: N.T.S. PRE -CAST SILL - FINISH MATERIAL SEE ELEVATIONS 8" C.M.U. W o FIN. GRADE 7 IIIIIII. U +; N • IV WINDOW OR F.G. SEE DET. 107 PRECAST SILL #5 IN FILLED CELL AS PER FLOOR PLAN TIED TO CONT. REINF. IN FOOTER & LINTEL ROD ABOVE -SLAB ON GRADE PER FOUNDATION PLAN FOR FOOTING DIMENSION AND REINF. SEE SCHEDULE EXTERIOR FOOTINGS LESS THAN 12" BELOW UNDISTURBED SOIL SHALL REQUIRE A COMPACTION TEST. 8" BLOCK WALL FOOTING DETAIL TYP. 2 SCALE: 3/4"=1'-0" 1' 0" 11 )) A 1'-0" ❑ „B„ El El _1 ❑ ❑ NOTE: SEE FLOOR PLAN FOR FILLED CELL CONFIGURATION CELLS NOTED AS BEING FILLED ARE TO HAVE 1 #5 TIED TO CONT. ROD IN FTG. FIN. GRAI COLUMN FOOT SCALE: N.T.S. 16" BOND BEAM SLAB SLOPES AWAY FROM HOUSE SLAB ON GRADE PER FOUNDATION PLAN w in _III w N �1=1�1-111�1_cl- PER SCHEDULE ETAII BRICK PAVERS FINISH FLOOR 7 SLOPE AWAY FROM HOUSE -FIN. GRADE 4• �dllll, — 41 • 1 Tfil I —I TYP. FTG SEE DET. t12A I I —I I I —I I 2 #5 CONT. I III —I I— i CLEAN, COMP., TERMITE —I —III—III— TREATED FILL PORCH FOOTING ETC SCALE: 3/4"=1'-0" SLAB ON GRADE PER FOUNDATION PLAN -7 • ° �� _III • e • -I i I— , n I_=j' 1 1 I —I I I-L (1) #5 CONT. OFFSET THICKENED EDGE TYP. SCALE: 3/4"=1'-O" A f5" CONCRETE SLAB OTING W/ (2) #5 BARS #5 REBAR TYP. L-BENT BAR W/ 25" LAP E.W. TYPP OF 2 CORNER BAR DETAIL FOR FOOTING REQUIREMENT SCALE: N.T.S TYP. WALL CERAMIC TILE SLAB ON GRADE FLOOR DRAIN PER FOUNDATION PLAN MIN. 2 STEP SLOPE FLOOR 4 4 ' 8" X 8" THICKENED EDGE DRILL 6" INTO EXIST. LI EPDXY & DRIVE f & E VERT., 25" LAP EQ'D. SPLIT FACE OF BLOCK PROP. FILLED CELL LOC ATION. (TYP.) ALTERNATE LOCATION OF FOOTING DETAIL W/ FILLED CHAIR BLOCK DRILL 6" INTO EXIST. FTG., EPDXY & DRIVE #5 & BEND VERT., 25" LAP EQ'D. — 38 � 1111111, Vd ME CORRECTION FOR MISSED DOWELS DETA SCALE: 3/4"=1'-0" FOUNDATION SCHEDULE BOTTOM MARK TYPE SIZE DEPTH REINF❑RCEMENT (2) #5 CONT, WITH (1) Fl CONT. 1'-9' WIDTH 20" #5 TRANSVERSE AT 12" F❑❑TING ❑,C (2) #5 CONT, WITH (1) F2 CONT, 2'-0"WIDTH 20" #5 TRANSVERSE AT 12" F❑❑TING ❑.C. F3 SPREAD 3'-0"X4'-8" 20" (7) #5 EA. WAY F❑❑TING F4 SPREAD 2'-4"X2'-4" 20" (4) #5 EA. WAY F❑❑TING FILLED LINTEL BLOCK W/ (1) #5- ROD CONT. W MIN. 25" SPLICE (2" FROM TOP) 8" C.M.U. BLOCK SLAB ON GRADE PER FOUNDATION PLAN 0'-0" FIN. FL. OL • e NOTE: STEM WALL SHOWING. SAME W/ MONOLITHIC FOOTER. 23 7.3 ENGINEERING IS FOR FOUNDATION DESIGN ONLY, PLUMBING SPECIFICATIONS IS OUT OF SCOPE FOR ENGINEER SEAL No. 88 6 * T ATE OF ['c� .! v.R I 111SI ?N,4ls ,�N x r. 4 } FE r �i •-f PLUMBING NOTES: 0c0 ccCODESPLY WITH STANDgRD PLUMBING CODE AND ALL OTHER LOCAL Fti v 2. COORDINATE WORK OF THIS TRADE WITH ALL OTHER TRADES. 0 O G� 3. PROVIDE A MINIMUN PITCH OF 1/8' AT ALL HORIZONTAL BRANCHES AND SEWER LINES. LINES LESS THAN 2 1/2' TO BE 1/4' FALL L, ,� 4. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE E�' STACK. 5. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. W t-~ w ® . w 6. PROVIDE SAFE WASTE FOR AIR CONDITIONING UNIT CONDENSATE W/ TRAP. 7. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING yJ••T 1� •��i �'�) FIXTURES. b ! �. vV III 8. PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ON ALL HOSE BIBBS. �( 9 A VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE. E .� LOCATED DIRECTLY BENEATH ANY DOOR, WINDOW, OR OTHER (�" VENTILATING OPENING OF THE BUILDING OR OF AN ADJACENT .... U BUILDING, NOR SHALL ANY SUCH VENT TERMINAL BE WITHIN TEN p (10) FEET HORIZONTALLY OF ANY SUCH OPENING UNLESS IT IS AT •� +' '' LEAST TWO (2) FEET ABOVE THE TOP OF SUCH. W 0 ;s� + ,.', WATER SOFTENER WASHER HOSE BIB SHOWER HEAD LINE FOR WATER SOFTENER REVI ED � ° DUPLEX OUTLET CODE ®MP f (LEFT OR RIGHT SIDE) ST. LU 'E CC' WASHER 80X 00 0 I ri O DRAIN UNE cV I LGARAGE FLOOR GENERAL PLUMBIr SCALE: 1 \2"=1'-O" O I FINISH FLOOR SPECIFICATIONS G3 0 � c o z o Dears MG arm GNN awn MG mrw GNN REVISION DATE OF DWO DATE OF DWO DATE gOALE:ASNOTED A 3.2 A �i■i■iAiLlii■i■i■i■i■i■i�ii.�i.�i■i■i■i■i■I■I■il■i�ii■i■i�:ii�l■i■i■ ■—•I III= _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = =� _ _ _ _ _ -- El EFT loll, - ■ �130 �! A A E17T MEN ■ ■�- 1 1 III 1 � ' II �� *k. ' A 9 • • ■ ■�© I ICI AMEN ",II-- ------ 1 I� I I q I I I r I p I I, -- "�,.'111 1,�-, ■� ■ I1■1■ ■ ■ I� 19 — �I II I I I �u� 1 II I■I oI1— I�I� ■�I■I■I■ICI■�! I I I I _ 11 h - MENEITF- I N ■_05 ■ ■■� � : III. i -SAN E1Tr.r07 - - - - III 1.. I� ..,...II 11► I - _ : M ■I� I I ail = _ - - - -- I .I I III 11► I �I 9 _ _ I _ -_ - ■ ■ICI � ��/ � 1 1 I ��iii !►/1; ..:., r .. - �►l - --- - 07 �I I— .I r/NMI ;-. !� -I--_ �L■I■I■IIII■. -- _ I��I- ��Ii ICI NMI _I.,��ri�i�ii I. II■II■I II■I■I■I ..I I�,� - - -- . I. �'. . I �I i �Ii r-; -) _ I i MC11 a ►• 1 1 � � _� � it ' : o .' I� al I 1 III I � I 1 ■ �� � 11' III I■I LII��I►�L I - � `� I I _ ■ 1 I I � • �� I� II —_. --- -r�� I 1 I 1 I ■ I, 1■IIII■ - •.�>l��l�l ,�n� .I, 11II I.I�I.II I 11� iii3l■I■t i� �►,; '■I� �I �I®■r ��; �11■1■11■���� I _, I 10 0f1■■11,11 IASI■■ an _,�,����!11!�i �— _ 1011 �110�20■ r-1,. • 1 I■ A i1ltr� 7!*` �I�I � �i I I,1�I -- , -.. � IpS�r 1: 11 ■Ii ■Ii�'Ii ■Ii�w[�ii1 I l ■i■i■I■I■i■i�i■i�i■i■i■I■� i � i i II B i l l - :1'11 I:11 I1'11 1:11 1:11 :11t1 1:11 - TRUSS/ROOF SCALE = 1 /4"=1'-0" PLAN AH7 HIP GIRDER TRUSS 2 META & 2 MGT SIMPSON CONNECTOR A PIGGYBACK TRUSS 2 META SIMPSON CONNECTOR Al PIGGYBACK TRUSS 2 META SIMPSON CONNECTOR AH15 HIP TRUSS 2 META SIMPSON CONNECTOR BH7 ROOF SPECIAL GIRDER TRUSS MGT SIMPSON CONNECTOR DH7 HIP GIRDER TRUSS 2 META SIMPSON CONNECTOR K3 ROOF SPECIAL GIRDER TRUSS 2 META SIMPSON CONNECTOR K6 ROOF SPECIAL TRUSS 2 META SIMPSON CONNECTOR K7 ROOF SPECIAL TRUSS 2 META SIMPSON CONNECTOR K8 ROOF SPECIAL TRUSS 2 META SIMPSON CONNECTOR KGR 1 JACK CLOSED GIRDER 2 META SIMPSON CONNECTOR KH7 ROOF TRUSS 2 META ( 12 EACH) SIMPSON CONNECTOR AH23 PIGGYBACK TRUSS 2 META ( 12 EACH ) SIMPSON CONNECTOR MAXIMUIM 1 1/2" TOLERANCE BETWEEN STARP AND TRUSS TYP STRAP SCHEDULE I. ALL MASONRY TO TRUSS CONECTORS TO BE SIMPSON #META12 BETWEEN STARP AND TRUSS #7d x 1.5 NAILS MAX WIND LOADS 1450# IN 2. ALL FRAME TO TRUSS CONECTORS TO BE SIMPSON #MTS12 BETWEEN STARP AND TRUSS ,w #14-10d x 1.5 NAILS MAX WIND LOADS 1000# III I� w Cd r'"✓^^ Vl VI U o n �I w 00 O r� O co W 0 4 w �w CIO Install a-'4 minimum of 6-10d - Aal131nt0 the face #5 Rebar Min, MGT InstallationF14 COPY CODES IN EFFECT: F.B.C. WIND FORCE RESIDENTAIL SECT. 301 FLORIDA BUILDING CODE 2017 6TH EDITION FLORIDA BUILDING RESIDENTIAL 2017 F.B.C. PLUMBING & MECHANICAL 2017 6TH EDITION F.B.C. ELECTRICAL 6TH EDITION 2017 NEC 2014 FDIC 6th Edition (2017) Electrical: FDIC 6th Edition (2017) and NEC 2014 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 ,v. w � w c/5 Dean MG caio GNN cRm MG awD GNN REVISION DATE OF DWO DATE OF DING DATE DRAWM NAW SCALE ASNOTED A 4.1 MAXIMUIM 1 1/2" TOLERANCE BETWEEN STARP AND TRUSS TYP STRAP SCHEDULE 1. ALL MASONRY TO TRUSS CONECTORS TO BE SIMPSON #META12 BETWEEN STARP AND TRUSS #7d x 1.5 NAILS A A A eA.UJM 1 ^A Mn AACn 2. ALL FRAME TO TRUSS CONECTORS TO BE SIMPSON #MTS12 BETWEEN STARP AND TRUSS #14-MAX WI L x NAILS MAX F WIND LOADS 1000# 3. ALL TRUSS TO TRUSS CONECTORS TO BE PROVIDED BY TRUSS MANUFACTURER UNLESS NOTED OTHERWISE NAILING SCHEDULE FOR WALLS AND ROOF ROOF: WITHIN 4 FT OF ALL EAVES , GABLES , RIDGES AND HIPS . NAIL 4" O.C. ON EDGES AND INTERMEDIATE SUPPORTS ON EACH PANEL ALL OTHER AREAS SHALL BE NAILED 6" O.C. AT THE EDGES AND 12" O.C. AT THE INTERIOR OF THE PANEL NAIL SHEATHING 4" O.C. INTO ALL GABLE END. TRUSS CORDS SIDEWALLS AND GABLE ENDS ALL SHEATHING SIDEWALLS AND GABLES ENDWALLS SHALL BE NAILED 6" O.C. AT THE EDGES EDGES AND 12" O.C. AT INTERMIDATE SUPPORT. FULL DEPTH BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS NOT OCCURING AT PLATES NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE RING OR SPIRAL SHANK HOT DIPPED GALVANIZED SPACING SHALL REDUCE FROM 12" TO 10", 6" TO 5" AND 4" TO 3" IN THOSE APPLICATIONS Stanley A AROOA8e7 , This itemhas been..efeetromragy Forrest Agned and sealed by Stanky r'Drreat nt using a Rt co Signature 2020010030 '� O ^ O • 1 0 3 0 and date. Printed eapies of this G/ 1 document an; rat wn�tleretl signed and sealed and the Signature must be verified on any electronic espies. 10:11:05 -04'00' FASTEN 2x #2 S.Y.P. VALLEY PLATES TO TOP CHORD OF t EACH PRE-ENGINEERED TRUSS OR CONVENTIONAL FRAMING BELOW W/ (3) 16d NAILS & SIMPSON OR USP MSTA18 STRAP W/ (12) 10d GALV NAILS OR USE (4) #8 SCREWS L FASTEN CONVENTIONAL 2x #2 S.Y.P. VALLEY % RAFTER FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2x VALLEY PLATES W/ W/ NAILS (0) 8dNAILS SA T IMPSON H2.5A CONNECTORS EACH RAFTER TO PLATE CONNECTION. VALLEY SET FRAMING CONNECTION DETAIL SCALE: N.T.S. JPy NOTE: THIS DETAIL DEPICTS A TYPICAL VALLEY CONDITION AND IS NOT SPECIFIC WITH REGARD TO SIZE OF FRAMING MEMBERS, SEE TRUSS PLAN. 24 7.4 ROOF NAILING PATTERN: GABLE BLOCKING ® 4' O.C. 7/16" O.S.B OR 15/32" CDX PLYWOOD DECKING w c� 0 w w 0 0 DASHED LINES ARE FOR ZONE DESIGNATION ONLY ROOF EDGE © RIDGE O 4' 4' 01 01 01 01 2 02 y = NAILING PATTE ROOF EDGE COMMON NAI ALL MASONRY TO TRUSS CONECTORS TO BE SIMPSON #META12 BETWEEN STARP AND TRUSS onnE- AH7 HIP GIRDER TRUSS 2 META & 2 MGT SIMPSON CONNECTOR A PIGGYBACK TRUSS 2 META SIMPSON CONNECTOR Al PIGGYBACK TRUSS 2 META SIMPSON CONNECTOR AH15 HIP TRUSS 2 META SIMPSON CONNECTOR BH7 ROOF SPECIAL GIRDER TRUSS MGT SIMPSON CONNECTOR DH7 HIP GIRDER TRUSS 2 META SIMPSON CONNECTOR K3 ROOF SPECIAL GIRDER TRUSS 2 META SIMPSON CONNECTOR K6 ROOF SPECIAL TRUSS 2 META SIMPSON CONNECTOR TYPICAL YAL N.T.S. K7 ROOF SPECIAL TRUSS 2 META SIMPSON CONNECTOR K8 ROOF SPECIAL TRUSS 2 META SIMPSON CONNECTOR KGR 1 JACK CLOSED GIRDER 2 META SIMPSON CONNECTOR KH7 ROOF TRUSS 2 META ( 12 EACH) SIMPSON CONNECTOR AH7 HIP GIRDER TRUSS 2 META & 2 MGT SIMPSON CONNECTOR ME t'U Re min. w Typical MGT Installation RAFTER CRICKET AND FLASHING DETAIL Y a t. aav a.i. ROOF NAILING PATTERN (COMMON NAILS ZONE 1: USE 8d NAILS © 6" O.C. EDGES - 6" O.C. FIELD ZONE 2: USE 8d NAILS @ 6" O.C. EDGES - 6" O.C. FIELD ZONE 3: USE 8d NAILS Q 6" O.C. EDGES - 6" O.C. FIELD MECHANICAL DRIVEN ZONE 1: 6" O.C. EDGES- 6" O.C. FIELD O ZONE 2: 4" O.C. EDGES- 6" O.C. FIELD w Q: ZONE 3: 4 O.C. EDGES- 6 O.C. FIELD ROOF DIAPHRAGM NOTES SHEATHING ACTS AS A HORIZONTAL DIAPHRAGM 1. ROOF SHE 2. GYPSUM WALLBOARD ACTS AS THE CEILING DIAPHRAGM 3. AS PER SECTION 206.3 SSTD 10-99 METAL ROOFING GENERAL NOTES 1. ALLMETAL ROOFING SHALL BE 26 GA. STEEL MIN. 2. DESIGN LOAD = 108 P.S.F. r 3. ATTACH W/ (5) 2" X #12 SCREWS © 24" O/C v NOTES: 1. THIS IS A TRUSS OR RAFTER STRAP PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSS OR RAFTER N STRAPS ONLY. THE ARCHITECT'S OR ENGINEER'S SEAL DOES NOT RELIEVE THE TRUSS CO. & TRUSS DESIGNER OF THEIR RESPONSIBILITIES TO ENSURE THE INTEGRITY OF THE TRUSS STRUCTURE. VERIFY THE TRUSS CO. SEALED TRUSS PLACEMENT O PLAN AND SEALED PROFILES. �H a 2. THIS DIAGRAM IS INTENDED FOR USE BY PERSONS KNOWLEDGEABLE o IN AND FAMILIAR WITH GENERALLY ACCEPTED METHODS AND w STANDARDS OF TRUSS ERECTION AND HAND FRAMING. TRUSS ERECTION AND HAND FRAMING SHOULD NOT BE ATTEMPTED BY ANY PERSON WITHOUT THESE QUALIFICATIONS. o 3. TRUSS ERECTION AND BRACING RESPONSIBILITIES MUST LIE WITH a0 THE BUILDER. IT IS THE RESPONSIBILITY OF THE BUILDER TO VERIFY ALL DRAWIiGS. 4. ANY AND ALL REPAIRS/ALTERATIONS TO ANY TRUSS MUST BE w U APPROVED AND ACCEPTED BY A REPRESENTATIVE OF THE TRUSS CO. 5. ALL TRUSS TO TRUSS HANGERS SHALL BE SPECIFIED & SUPPLIED b O BY THE TRUSS CO. UNLESS OTHERWISE NOTED ON THIS TRUSS ►�+ W x ®� ►�" I LAYOUT BY THE SIGNING ARCHITECT. � A � 1 6. ALL TRUSS CONNECTORS ARE TYPICAL UNLESS A CONNECTOR CU NUMBER IS CALLED OUT. SEE CONNECTOR SCHEDULE 'A' ONrs SHEET #7.2 FOR ALL TYPICAL CONNECTORS. o v ~" REVIEWED FOR 7. FOR CONNECTOR LOCATIONS WHERE A NUMBER IS CAWhFk*b0MPLIANCF w :~ SEE CONNECTOR SCHEDULE B' ON SHEET #7.2 FOR M. C METwouil -y o o THAT CORRESPONDS WITH THE NUMBER. BOAC o k N.T.S. ROOF SYSTEM o AL ET )OD Roof sheathing 5/8" cdx nailing specs ring &bank 8d and distances----, e Stanley A Forrest k�.F. �Cp Thisa¢m hasbxenekchonhaey SWand mndby%fl ay ar as orre Aft. Dww g wure 202001003 .,�`x—�'ek',�� and ate. Mmetl wryesotMb Ai APwedRlt' �{. OpWandml.dmnsfdeeed sknedantl �ktl andtix �i'• ;1�.._ 6anatarennet EeverAetlan S}�RSD ARD�� am ekciro,dcmpks. NOTE: CONNECTORS SHOWN ON THIS DETAIL ARE EXAMPLES: SEE PLAN AND CONNECTOR CHART FOR ACTUAL SPECIFICATIONS 0 10.11.35 S EFFECT• tie ridge R w 0 FILS COPY DCSM RIDGE ANCHOR z a 26 Gc Steel Uw w Q w N a • CODE IN _04'00' F.B.C. WIND FORCE RESIDENTAIL SECT. 301 TYPICAL TRUSS TO MASONRY WALL CONNECTOR DETAIL FLORIDA BUILDING CODE 2017 6TH EDITION FLORIDA BUILDING RESIDENTIAL 2017 F.B.C. PLUMBING & MECHANICAL 2017 6TH EDITION F.B.C. ELECTRICAL 6TH EDITION 2017 NEC 2014 FBC 6th Edition (2017) Electrical: FBC 6th Edition (2017) and NEC 2014 NOTE: NOTE: PROPOSEDP' PI�VLLTgk'ff6dLI§ NJ� �1�1 N CT1R f E®R EXCEED THESE PLANS ARE NOT VAL0DM-P•H?796d�D3c>4116 1 Lf1W18PM�TS 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 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 om MG aim GNN CRM MG AM GNN FEVI90N DATE OF DATE OF DWO DATE DRAWNG NAI B BCALB ASNOTED A 4.2 WIM ABOVE TUB WITHOUT SHOWER 3' T.P. HOLDER 1' 4� M TOWEL BAR CONFIGURATION 1B02 TB03 NOT ABOVE TUB, SHOWER OR VANITY 4'-6" ABOVE VANITY 4'-10" ELECTRICAL LAYOUT TB04 IN A SHOWER OR OVER A TUB W/ SHOWER 4'— NOT ABOVE Tue. SHOWER OR VANITY 10" 3' MIRROR 2'-10" 3' 4" TYPICAL BATHROOM ACCESSORY SPECIFICATIONS SCALE = 1/2"=1'-0" 16"x22" MEDICINE —loll SOAP DISH CTRLS E3 13[" x 18" r.o. 6'-a" 4 4' 16„ 4'-4" ELECTRICAL LEGEND n n DUPLEX REC. n n n- INCANDESCENT WALL LIGHTS - 220V Y - 220 VOLT JUNCTION BOX - QUADPLEX REC. zzov 220 VOLT REC. 11ov O _ 110 VOLT JUNCTION BOX � - 0 _EXHAUST FAN wP cFI(P -WATER PROOF REC. 0 - SMOKE/ C2 DETECTOR GFI (P - GROUND FAULT REC. W/ BATTERY BACK-UP 1/2 SW - \ SWITCHED REC. INTERCONNECTED inside and out of Bed rooms ® - FLOOR OUTLET 0 - A/C THERMOSTAT $ - SWITCH 3 MA- RECESSED CAN LIGHT - 3 WAY SWITCH RE - MINI CAN LIGHT - DIMMER SWITCH HALOGEN, UNDER - - INCAND. CEILING FIX. CABINET LIGHTING - INCAND. WALL FIX. a - PHONE - TRACK LIGHTING ® - CAT5 �- FLUORESCENT FIX. TV - CABLE CONNECTION - EXTERIOR FLOOD LIGHT ® VAPOR PROOF RECESSED CAN LIGHT IN 2 1/2" CONDUIT. 220v 300 All PANEL - EMERGENCY LIGHTING W/ BATTERY BACKUP Z.� REVIEWED F CODE COMPLI 2" PVC OFFSET ST. LUCtE COI (3) # 4/0 THHN BOCC COPPER � � w Ed v1 00 v a� a 4-4 0 o c� 4 O o `2 E.-I -) o� E4(i1 p ab) � W �..� ,..a rnI .�' &� �= 'd c $' 2" PVC WITH O 300 AMP (3) # 4/0 THHN o O COPPER i-) METERko J12 COPPER W/ 20 EL""�"RICA TYPICAL " A/C DISC. ECT PANEL ELECTRICAL LIGHTS & OUTLETS AMP BREAKER PANEL #14 COPPER W/ 15 AMP BREAKER (w40 CIRCUITS) iz COPPER W/ 15 AMP BREAKER -I DI/ SCONINECTWHEN REQ'D) lr'P U NOTES: i 1. SMOKE DETECTORS CARBON MONOXIDE COMBO SHALL BE IN ALL SLEEPING #4 COPPER 0 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 FIN. GRADE N EQUIPPED WITH A BATTERY BACK-UP. allll, allll. IIIII. H (UFER) underground as required 2. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY BY N.E.C. a W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE 2005, LOCAL CODES, AND THE LOCAL POWER CO. UNDER GROUND ELECTRICAL RISER 3. INSTALLATION OF WIRING IN ANY EXPOSED AREA WILL BE a IN APPROVED CONDUIT OR USE M� CABLE. 4. ALL OUTLETS IN SLEEPING ROOMS SHALL BE ARC FAULT. .ODES IN EFFECT: F.B.C. WIND FORCE RESIDENTAIL SECT. 301 FLORIDA BUILDING CODE 2017 6TH EDITION FLORIDA BUILDING RESIDENTIAL 2017 F.B.C. PLUMBING & MECHANICAL 2017 6TH EDITION F.B.C. ELECTRICAL 6TH EDITION 2017 NEC 2014 0 w FBC 6th Edition (2017) Electrical: FBC 0th Edition (2017) and NEC 2014 NOTE: PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE p THESE PLANS ARE NOT VALID N 71 FOR PERMITTING WITHOUT RAISED Approved By: a SEAL AND SIGNATURE OF THE P4 ENGINEER OF RECORD. 4 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 q CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. m Date o w � o H � w [Dean MG ciao GNN offamMG AnD GNN REV11 M DATE OF DATE OF DWO DATE DRAWING NAMB SCALB ASNOTED A 5.1 g 3" V.T.R. MASTER BATH SHOWER SINKS 3" V.T.R. THRU ROOF KITCHEN SINK ; a 4ta , I ,: IJ / ; i SINK i 3" V.T.R. ,e . N COMMODE "0311 ; SINK LAUNDRY PLUMBING RISER SCALE: N.T.S. TOWEL BAR CONFIGURATION TB01 TB02 T603 NOT ABOVE TUB, SHOWER OR VANITY ABOVE NB WITHOUT SHOWER 3' 4a-6" T.P. HOLDER ABOVE VANITY 4'-10" 3" V.T.R. THRU ROOF GUEST BATH , ; r O O, COMMODE i SEPTIC TANK ROCK RES. T804 TB05 " MIRROR MEDICI " MEDICINE IN A SHOWER OR OVER A TUB W/ SHOWER 5'-8" NOT ABOVE TUB, \\\ SHOWER OR VANITY —10 SOAP DISH 3'-6' CTRLS E3 13r x 18" r.o. 6a—bat 4'-10" 2'-10" 3'-4" 4'-4" 4' 4'-6" 3 I> TYPICAL BATHROOM ACCESSORY SPECIFICATIONS SCALE = 1 /2"=V-0" LOAD SUMMARY PANEL (A) LOAD CALCULATIONS QTY. WATTS. TOTAL WATTS. TOTAL GENERAL LIGHTING 2423 SQ.FT. 3 WATTS 7,269 W. TWO SMALL APPLIANCES 2 1,500 W. 3,000 W. (GAS) RANGE 1 12,000 W. 12,000 W. HOOD (MICRO WAVE) 1 1,100 W. 1,100 W. REFRIGERATOR 1 1,200 W. 1,200 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 1 810 W. 810 W. TOTAL WATTS 42,689 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 29575 W. VOLTAGE 240 W. CALCULATED WATTAGE DIVIDED BY VOLTAGE = TOTAL AMPS L 123 W. USE SERVICE OF 300 AMPS Stanley A !rrT Forrest Of F(p0 A Tbb Item no been ewmantall, p`, figtred andaeaktl pl5ranley .pxY iDPrq`a Y� — 8} rwrzs[uslrga Digbal5ynab,re arA date. printed topies of Kds 2nwmenx 2O ^ 0 1 L 0 F"O<M�1 slgnad and wakdaMthe wakd ndthe Agnatwe be f • • BRED AR�'�` must verged on asryelettmMn wPies. 10:06:46 IN 2 1/2" CONDUIT. 220v 300 AMP PANEL -04'00' 2" PVC OFFSET (3) # 4/0 THHN COPPER 300 AMP I TYPICAL J #12 COPPER W/ 20 ELECTRICAL TYPICAL A/C DISC. � PANEL ELECTRICAL LIGHTS & OUTLETS AMP BREAKER PANEL #14 COPPER W/ 15 AMP BREAKER (40 CIRCUITS) #12 COPPER W/ 15 AMP BREAKER REVIEWA!' CODE a� C4063 L� 9b • r--+ a� r` cI:3 C_ v� O ®`n �. , P4 a� O w o 0 O co r0 V � M� Q w" o w II E-4r o � 4 b4D E--I -0 '-4 2" PVC WITH O (3) # 4/0 THHN COPPER o / MAIN WHEN RED D) z DISCONNECT U NOTES: 1. SMOKE DETECTORS CARBON MONOXIDE COMBO SHALL BE IN ALL SLEEPING #4 COPPER z U 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 FIN. GRADE EQUIPPED WITH A BATTERY BACK-UP. IIIIII, IIIIII, alllll, H 2. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY (UFER) underground as required BY N.E.C. a W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. rn CODE 2005, LOCAL CODES, AND THE LOCAL POWER CO. UNDER GROUND ELECTRICAL RISER 3. INSTALLATION OF WIRING IN ANY EXPOSED AREA WILL BE a IN APPROVED CONDUIT OR USE MC CABLE. 4. ALL OUTLETS IN SLEEPING ROOMS SHALL BE ARC FAULT. CODES IN EFFECT: F.B.C. WIND FORCE RESIDENTAIL SECT. 301 FLORIDA BUILDING CODE 2017 6TH EDITION FLORIDA BUILDING RESIDENTIAL 2017 F.B.C. PLUMBING & MECHANICAL 2017 6TH EDITION F.B.C. ELECTRICAL 6TH EDITION 2017 NEC 2014 Rw FBC 6th Edition (2017) Electrical: FBC Sth Edition (2017) and NEC 2014 N ER NOTE: PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE Zp THESE PLANS ARE NOT VALID DR PERMITTING WITHOUT RAISED Approved By: a SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. 0 ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT STANLEY FORREST 0 OF SAID ENGINEER SHALL Florida Reg. No. AR 0006867 CONSTITUTE FRAUD AND IS A q CLEAR VIOLATION OF CHAPTER d 471 OF THE FLORIDA STATUTE. m Date z 0 w F4 U W W Dm MG wumb GNN m w MG APVD GNN RENSION DATE OF DATE OF DWO DATE DRAWNG NAME BCALFt ASNOTED A 5.2 1 OPRECAST L-15 E 12'-41' L-7 E4 L-7 E 4 PRECAST L-2 EQ N RECAST PRECAST 1 P _ _ Y 10 8 - _ L18�E E Ib 8 ( ) L13 `—'E L-21(P.S.) DUCT SYSTEM: A. All duct work shall be properly sealed using mastic at all connections. Ducts shall be leak tested to 1.5 times the maximum design pressure in accordance with nationally accepted practices. Measured leakage shall not exceed The maximum design pressure in accordance with nationally accepted practices. Measured leakage shall not exceed 5 percent of design flow. Results of such testing shall be a part of the documentation procedure. Ducts shall be supported directly from fire -resistance -rated structural elements of the building by substantial, noncombustible supports. A/C DUCT LAYOUT & PRECAST LINTEL PEA CCA OPRECAST 6,-o" L-8 E L-4 RECAST E FORM AND POUR b"XIb" GONGRETE TIE BEAM W/ (1) #5 TOP AND BOTTOM} GONTINUOU5 W/ 24" LAP MINIMUM TOP OF TIE BEAM VARIES - SEE : ' , .' .;,::.:.; ROOF GEILIN0 PLA q.^ :x. 1JJ }:• it; •: -]'C`•, ;<,'�; tia •': 4LJ . .y �"s.`o '•++•'.•�u`'%.RI: -Fvi l�^•.3,ee4�....r'�C'. `Ya;: `.R:"w,,�'.`w? �:\: qF��a.'.:�:::: �'},.�A ii�..Cn wLCr>•.Y::K....�Pti�s �'.� _ TOP OF OPENING VARIES - SEE ;E>: :;.i.w ut �{ <, < •.;.', _,,,• —� ROOF/GEILINO PLAN' • " `"< , w'3.:.T 6...• �i1:-; ',: A: ,yap :. v':,� .�` .. PREGA5T LINTEL — I I `1POY Y W/ () #5 REBAR GONTINUOU5 FILLED ::':•':N'• ; . '; }�LI/ Oi�N I 1C 50LID I I NIT EI D F- T A T I �L-2�E Rr/p !`dCTI L-4 PRECAST E SCALE: N,T,S. 300 AMP MOUNTED INSTA-HEAT i U-Precast Lintel (8"x8", filled and unfilled) Total Allowable Superimposed Load - Pounds Per Linear Foot Mark No. Nominal Clear Total Lintel No Fill No Steel Filled (1)#5 Filled (2)#5 Span Size A B L-2 21211 316" L-3 2'8" 410" L-4 312" 416" L-5 410" 514" L-6 416" 5'10" L-7 512" 616" L-8 612" 716" L-9 710" 814" L-10 810" 914" L-11 912" 1016" L-12 10'0" 11'4" L-13 1112" 12'6" L-14 1210" 13'4" L-15 12'8" 14'0" L-16 P.S. 13'4" 14'8" L-17 P.S. 1410" 164" L-18 1 P.S. 1610" 17'4" 521 L-19 P.S. 1810" 19'4" L-20 P.S. 18'8" 20'0" L-21 P.S. 2018" 2114" L-22 P.S. 2218" 2410" Note: (P.S.) represent precast lintels prestressed using (2) 7116" Diameter Prestressing Strands, W 0 0 0 w Q� Q Q PRECAST L-18 (P.S.) O r° 0 io ECAST -1n L-2 PRECASTEi L-4 PRECAS E FILLED LINTEL BLOCK W/ (1) #5- ROD CONT. HORIZ. W/ 25" SPLICE MIN. 2" FROM TOP IE-a=j `� _ -^ 8-81LIL 8-8SL 8-12SL 8-16SL 8-20SL 8-24SL 8-28SL 8-32SL A A $ C D E F G FILLED PRECAST LINTEL W/ (1) #5N ROD CONT HORIZ ® BOTTOM OF CAVITY LINTEL and RECESS DOOR HEADER DESIGNATION 8 - 20 S L - X Field Rebar qty. and size at top & bottom Nominal Width ( 0 = 1 #5 Top, 0 bars Bot. ) ( 5 = 1 #5 Top and Bot. ) Nominal Depth ( 25 = 2 #5 Top and Bot. ) S=Solid grout filled, U=Unfilled L=Lintel, R= Recess Door Header FRAME HEADER SCHEDULE: HDR-1 �2) ZX I Z #Z b. r.r. VV/ IIZ r La I �,m rLf; I L RD-1 MIN, 2 ROWS 16d GALV. NAILS AT 6" 0. C. LVL-1 (2) 1["x111" LVL (TOP @ 8'-1" A.F.F.) MIN. 2 ROWS 16d GALV. NAILS AT 12" O.C. GROUT KNOCK OU- a. BLOCK e. #5 FIELI REBAR } " ACTUAL - 8" NOMINAL a �a Cd >a cq vi U o O� v y a 0 w o co co 17- Q r- M O E.. W M M 4-) —i Y�•-1 o N • rVEl N I E•-1 x o _ C($ 11J/18' 4' 113/18' F d m 4 •r-1 V1 `�1 C) 'A' STEEL '� �` AS SCHEDULED.— ��JJ �"-� iiM••11 'B' STEEL C AS SCHEDULED G O O '6o d .d .1 -� 'a, 0 n � 4 G n d n O a z O ti 4 v d' A 4 U y ^y' !L O 5 1/2' LUNG RO NOTCH EACH END O 8" U—LINTEL 8 RECESS D❑❑R HEADER a 0 a CODES IN EFFECT: W a F.B.C. WIND FORCE RESIDENTAIL SECT. 301 FLORIDA BUILDING CODE 2017 6TH EDITION FLORIDA BUILDING RESIDENTIAL 2017 F.B.C. PLUMBING & MECHANICAL 2017 6TH EDITION F.B.C. ELECTRICAL 6TH EDITION 2017 NEC 2014 a 0 FBC 6th Edition (2017) Electrical: FBC 6th Edition (2017) and NEC 2014 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.AR0006867 CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. Date W U A•a Dm MG aem GNN rnwn MG APVD GNN REVISION DATE OF CWQ DATE OF DWO DATE DRAWM NA C- Bcm.e. ASNOTED A 6 Stanley A Yt F.FL Th•item lnc been Forrest ' '�/ ekctroMolly signed •,,0; BEY FdR _ * and sealedbyStanley tlateSiWin .raid°rd1° dWcumend 1■ 21 0 2020010030 2 O 2 O 1 O naeccaeat � �� � ualed cmuyered sWned and sealed and the • • „/ 'RED A4Ga`4�' asnnelectamnl o*. edon 10:05:44 -0400' J..$�+�•ee�..nn,, < ��f"�t ��i 5 � '� STUCCO/CV FINISH ASSEMBLY 21 ^t,P,% �k LAP BARRIERS OVER NAILING FLANGE VINYL DRIP/WEEP SCREED 5x5 METAL FLASHING KICK -OUT FLASHING (SEE DETAIL) EXTEND KICK -OUT 2" BEYOND FASCIA 9 FLAT TILE y�N ROOF PEEL IN STICK TU MAX 5/8" CDX PLYWOOD & CLIP g MIL DRIP EDGE 5 FASCIA NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF AND WALL INTERSECTIONS W LL/KICKOUT FLASHING DETAIL SCALE: N.T.S. OPTIONAL: LEAD BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT VENT STACK. SEE PLUMBING FOR SIZE & LOCATIONS FLEXIBLE BOOT FLASHING WITH INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT — INSTALL FLANGE OVER SHINGLE AT BASE TALL SHEATHING TUCCO/CV FINISH ASSEMBLY W/ 15# FLET OVER ,PPROVED HOUSEWRAP (WRB) AP FELT AND HOUSEWRAP OVER VINYL STUCCO TOP/WEEP XTEND 15# FELT ROOFING FELT P WALL 12" MIN. x5 METAL FLASHING OVER ROOFING FELT (NAIL 0 ROOF DECK NOT WALL SHEATHING) AP SHINGLE - DO NOT NAIL INSTALL WITH OOF CEMENT ROOF HINGLE ROOFING WALL FLA SCALE: N.T.S. ROOFING MATERIAL OVER 15# FELT OVER 7/16" OSB OR 15/32" COX PLYWOOD OVER PRE-ENG WOOD TRUSSES VALLEY FLASHING METAL IS TO BE GALVANIZED STEEL -26 g. NAILED ® 6" O.C. MAX. 36" WIDE SELF -ADHERING ROOFING UNDERLAYMENT CENTERED WATER VALLEY (GRACE ICE AND WATER SHIELD OR EQUAL) DIRECTLY TIGHT SEAL OVER ROOF SHEATHING OVER PRE-ENGINEERED WOOD TRUSSES. FL 3 VALLEY SCALE: N.T.S. — INSTALL SHINGLES OVER FLANGE AT HEAD SHINGLE ROOFING OVER 15# FELT OVER 7/16n OSB OR 15/32a CDX PLYWOOD NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY ROOF PENETRATION FLASHING DETAIL FL6 SCALE: N.T.S. 2017 FBC RESIDENTAL SECTION R703,4 ELASHIN ASHING DETAII STUCCO/CV FINISH ASSEMBLY LAP BARRIERS OVER NAILING FLANGE VINYL DRIP/WEEP SCREED FL4 FL5 5x5 METAL FLASHING KICK -OUT FLASHING (SEE DETAIL) YN EXTEND KICK -OUT 2" BEYOND FASCIA FELT UNDERLAYMENT 5 V CRIMP METAL ROOF MTL DRIP EDGE FASCIA NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF AND WALL INTERSECTIONS W LL/KICKOUT FLASHING DE SCALE: N.T.S. RM.4 PaShing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of Water to the building structuraltraining components. Self -adhered membrane$ used as flashing shall cc aly with AAMA 711 Fluid -applied membranes used asflashing in exterior Walls, shall comply With AAMA 714 The flashing shall extend to the surface of the exterior Wall finish. Approved corrosion -resistant ftashings shah be installed at the following locations 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 7i}3.2 for subsequent drainage. Mechanically attached viable tlashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the toliowing_ 1 1. The fenestration manufacturer's installation and; dashing Instructions, or for applications not addressed In the fenestration manufacturers lrlstrucWtis, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the SIR of exterior window and door openings_ Pan flashing shall be seats or sloped in such a manner as to direct water to the surface of the'exterior wall finish or to the water -resistive barer for subsequent drainage: Openings using pan flashing shall incorporate flashing or protection at the head' and skies. 1.2. In accordance with the flashing design or method of a registered design professional: 1 3. In accordance with other approved methods. 2_ At the later ectlon, of chimneys or other masonry construction with Tram or stucco Walls, with projecting lips on both skies under stucco copings,. 3. Under and at the ends of masonry, wood or metal copings and slH& 4. Continuously above all projecting wood trial. 5. Where exterior porches, decks or stairs attach to await or floor assembly of wood -frame construction. 6_ At wall and roof intersections_ 7 At built-in gutters TAIL TER HT SEAL FL3 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 EN FLASHING *644 gPR EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE ON SILL PLATE _00- SEE DETAIL B*P, FOR ❑PTI❑NS) \E� APR WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, 6` WIDE) 2, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3, MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. OR APPRROVED WATER REPELANT SYSTEM (DRYLOCK ) OPTION - A FLASHING WOODEN SIDING SILL PLATE 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. STRUCTURAL SUPPORT SHEATHING WEATHER RESISTIVE BARRIER HEAD FLASHING WITH UPTURN LEG BETWEEN BARRIER MEMBRANE AND WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING MEMBRANE WRAPPED ONTO ROUGH OPENING JAMB SELF -ADHERED FFLUIP PY MEMBRANE WRAPPED ONTO ROUGH OPENING JAMB EXTERIOR DOOR, WINDOW, AND HORZ. TRIM HEAD FLASHING DETAII SCALE: N.T.S. TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. PLAN VIEW CODES IN EFFECT: F.B.C. WIND FORCE RESIDENTAIL SECT. 301 FLORIDA BUILDING CODE 2017 6TH EDITION FLORIDA BUILDING RESIDENTIAL 2017 F.B.C. PLUMBING & MECHANICAL 2017 6TH EDITION F.B.C. ELECTRICAL 6TH EDITION 2017 NEC 2014 FL7 FBC 6th Edition (2017) Electrical: FBC 6th Edition (2017) and NEC 2014 NOTE: PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUSTWIND 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 110 a w cd • e c� > > �_4 r"""1 U 0O 0 v r, a O w HO �C) o co; ., o Q w .N 4) O PQ � wZ 5� . Q) � co ' cY�Q)E�rmC;d' I C/1 Cd E" -'' .0 ~ O '-4 o � o � in z o w 0 a � a � o a W U wa I x a w a 0 new MG ao GNN a � Dn•ta MG Iwo GNN aFiEYMON DATE OF DWO w DATE OF DWi DATE DRAWM NAME a SCALE ASNOTED a D 2 .t .: < m Manning 1 velopment avit l Ilitp tinent ;a 12�' ' j =i.� . �, :. Illli`Idln �.eIlTo`1�'Vf�11�Ir1 t! �} N �-ent O ' r .. . + Pxii[��l..,r"r� R�''i'ie'R� ffid.av1�4r�. O M Re tat. Co o ® w � i #.�?�o a C,r,r} 1��^res "� ,,�J ' Rock reseen•ce :..fa r . C7wurea �Si1111C Thomas an Pnncess APplicanl[: 51 sovereign way Fort Fierce 3t: Lucie County, FL Cp Cert-+ `-`;. arL f' (l Dii7 iie5tri7 I`r4 iirfnt tesl: Mirth etldr h da F4ait>I? YrhrJrati; }7ua l letjacirl.nl##}aacl t�terf �'d N Rock re'sl ence Rr are Dasi nrPrsssura NumtQr T a W p v ��: Thomas and Princess �irlt��,ra� CWS1Nc. 8100 FL # 58Z3.1 inisu Per MFG -- - - a Mtd,Inr - CWS1NC. FL # 13010.4 INS Per MFG oo S1 Sovereign Way N/A N/A FL # 9520.1 Per MFG c t1 Fort Pierce I St. Lucie County, FL �It,. DP +55/ 55 8300 iN" � e - ai. cis N/A N/A N/A N/A N/A N/A N/A, SINGLE FAMILY DWELLING N/A N/A N/A N/A N/A N/A ., ' t RESIDENATIL [i tr�a: iPi n fist ,::, C.M.U. BLOCK Sk ' '� N/A IMPACT DP +50/ 50 cws INC.$$QQ FL#20838.1 1 Per MFG Slid+tri-film Ds�c+r� SMOOTH STAR FL #5891.5 IMPACT Per MFG I 1 T � F IJ varr} TienaorA DP +67/-67 1NSUL .. -".: .. FrPixla Ilr�rxr . .. - '.: ; , i .� . , N/A N/A N/A N/A N/A N/A N/A �.. ` ..':. _ -. - � rofessloopi 4.+ C .. DAB. OA 17-1018.13 (8X7) EXP. DATE 8/9/21 �. O • -Thr c�oi til r� �rtust•#a orr to"t a , �.. . ,. eiJ DAB DAB N/A Per MFG Ex 2 U . n rn , A� bq N r [ Ira. O.nSii;#31'J N A: Per MFG r ,; 2 C� es.�.r d�er�.�.1 �� �� `fr.C�rnl�r�ralitt� �1.1 0..,:�� , .. � t�., .,.. � / ��]TTII�, �...:� :,. T .. � � � HUrrl�t't�I"rcfteelfeltT.: N/A N/A N/A N/A N/A N/A r I tder� � ng r r�nu t= t r N/A Root Veil hiiloh FL#28328.111 N/A Per MFG I F I erg 1. ddi a nl 1 411t t i k r1i Cd v� Tu MAX FL#5259-R29 kn rW.=ttr rrr�rdr�rri Any, non-f". l ruf_gwe. - �. -. a }, .: • . . .. .-t ,-. .- .. ,.- :-ed n _ � <„ . LII� rik 8� � � . ` . Ti1rr �l�x, : F � � t .. d � @'�"`t i'r�l' '�tr ��c� � �' . , o >< �Ic1 � i,eu�.Uxc+e ro ilx uvUle •nl aua.lsn�e . _ . ?�:.. , aired "�. � u'I�e�lr !'P1�1��if��t r(��'4fi� ��c�t >ri _ � h1 reu +� i�i�e.;,lku-�e �.oi u'ilecda� or wL>�iIu alai-ii�w� <�,pr. r<i ear ups ua � • w a: -,... i" • >. x • • a • . Wind loads i nil:-lflrc� eciffedby4�4,code�l"vWOMw 'a ...... �! t, ert'ain 'r rinor u11dingpjerm! a t.i e �dr rotlon cif t local building, of Idol. -font .t th ,a ov ' for, -questions. Flame: � ;EIGN Pk#I`Ll(IMI]i+& I_, {cti�rp�et ill at;'# I Df&lWF LPro� �er1 fro, bate: O :~ .EFlld IJILDI'.��trn ltfi 2 17Il?ns urtE 7=+ i.. - - cc - o 2.Structure° �eigned_:s Ichse one' Emcled n/a rtialk�} Fnlosedn/a e n/a � n n/a lu n/a « 'E p Sur '01*WY; rya . n/a o� o 4w D � '0100Lo , l 170 r�ph> WD' nil Zane ' 10t .: f _ _ - — -- — E-( P4 ., 22 8 or m.�y - ¢ g ..,.•�� I 'f�" I MOUNTED � � � W W4 601 H fight a ra + - ft F 1t ,� .�.G, Pi6r�p�et; n/a CODES IN EFFECT. H FLORIDA BUILDING CODE 2017 -i O 51INSTAW O I FLORIDA BUILDING RESIDENTIAL 2017 o • 51 iIki1. 1Vlli` . t`r� ll"1"' Z o i "'mii,dda�t "':'F . a5rtd; U.''Ir1°3'St 15_ r1a GII, I ,y..,,�,_., FLORIDAPLUMBING2017 .. ro ..,. .,. - To mount the water FLORIDA MECHANICAL 2017 r rn 110 t r 3.3 Connecting the Gas Supply NATIONAL ELECTRICAL CODE 2014NEC v bCE �] - ` -. #A *} y )ill a , t 4 e 1°1 'r'ia,' ,1 r' — 1, Affix the bracket securely to the wall and ensure that it is level andtMat tcan suppprtheweghtofthewater eMg The Effective Date for the Florida Building Code 6th Edition (2017) I _ p, r ,, , } ' ' � WARNING 2017/140 MPH ^�{} Dr�rr �eysl r r d t rt+^, yF' . r, n/a s F#(3of i '"'a' ;_ E ( ]j LILT' a E' ir)}r� n/a r 2. Align the grooves on the back of the water heaterwith the WINDOW REQUIREMENTS E- dr .,-4 q Y . Lam'.-Tu, n`,L4JJ e" }- F! r F '4? ,r���e -. € '.�� 1.. .a, :. „.. ..: tongues on the mounHngbracket and Hang the water heater •:.Before connecting the gas supply, determine the gas type EXTERIOR WINDOWS AND GLASS DOORS on the bracket :and pressurefor the water heater by refetdng to the rating, G=+ "' When mounted with the mounting bracket, the water heater plate. Use only the same gas type indicated on the ratings MUST MEET THE REQUIREMENTS OF 0 O ` plate. Using a different as t will result In abnormal OF THE FLORIDA BUILDING C IED FC�i n/a st n/a �.• ' n n/a � t n/a PSF lhavea'fain(1§mm)cleamncefromthebackofthewall, Pee 9 g y (t$a �+ L, n/a _. _a r�. ,—-- vv✓✓ 2010 RESIDENTIAL EDI ,,, rS-I combustion and malfunction of the water heater. Gas: T�(� ^ �tA �,y "��� supplies should be connected by a licensed professional ViJDE V®'tl'P� �'Y�' O d, r t- a ?e n/a NotA' licable' Explain (`plot; single story only ( see design) i only, � P_COUNTYo 0 .•)he: V•Y14s°k?�3iUl,C� I (??1' 7tr�it y, EXTERIOR WINDOWSANDG D fE r--i �, Toavotddamagingheconnectorsanthewaterheatee,use TESTING AND LABELING EXTERIOR WIND a Op U Single Story Only (See design) tighteningUse pipingsL BE TESTED BY AN A INDEPENDENT TESTINGAND GLASS DOOR LLABORATORY,ANDBEARANMA heaterfromn turrn tgpreventuse he other wrenchatotghton �t I, _-, x ' in ""." flat;: „ the connection. Damaged connectors. may result in system OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE p�. �� p a ! 4 leaks, MANUFACTURER, PERFORMANCE CHARACTERISTICS AND - 14 F APPROVED PRODUCT EVALUATION ENTITY TO INDICATE m_ f Properly support the pipings with hangers. Do not allow: COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING the pipings to. be supported by the water neater or its SPECIFICATION: c , cessones. • .r .. Ensure that the gas piping is protected from physical - r r( - r � damage and freezing, whore required. Failure to follow: WINDOWS ANS/AAMA/NWWDA 101/IS2 2/97 W i C esigrr e� it 8 �artng Pre urei. p n/a these instructors could result in gas leakage, and result in ® COMPONENTS AND CLADDING MUST MEET 95 �o F ��il"iest Fite Carts �rt�lrttdl� fire, explosion,; property damage, severe personal Injury, or MIN.. REQ. OF +35.3 PSF/ -47.2 PSF r�I t , '+ -fir d�rryy ^ i 1t I L t+ I' TIIO 1 � � F; death. 2 /140 �r. COPY •The appliance and Its gas connection must be leak tested 017 MPH. FILE ` F, - � — - �' _ ;- before placing Lire appliance in operation. °. ... .. n s ec fi Alt' is h ue begin der •reed t EXTERIOR DOOR REQUIREMENTSi t „best Irrcrl� chef,tand- p i g , :. . ,:. • To avoid dangerfrom explosion and fire, donut useflame to EXTERIOR DO "- a . --- checkfor a gag leak Perform a bubble test on the joints to: +.. [l ' {teckfar s loaks.lfaleak.exsts bubbeswillform att a SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND .. ' } ga ,, . ERMINED e5 • en do it l ertf tcc d .?Mr .� insubstantial property NEGATIVE WIND PRESSURES AS DETERMINED Irith 'tFr liable.t uteri pr�� of b;uildin . tl Comply ..: Iealungjoint.A.gasleakcaultlresult bs p pe_y Y' damage, severe personal injury,ordeath $Y FBCR301.2(2) uate resistances �to the. desr rr oun Y l alsC�' crtr that structural elerT�et depicted cart _thes.e plans prouid Ide : B `. This water heater cannot be converted from natural gas; � EXTERIOR DOORS MUST BE MEET OR EXCEED Q - � to propane or nice versa without a Navlen gas conversion � � W ft) re•$ c Ffie kit, Do not attempt a field conversion of this water heater MIN REQ. OF +33.7 PSF/ -36.7 PSF ;� s . _ without a i�vien gas conversion k+t. Doing so will result in V w dangerous operating conditions and will void thewarranty, © GARAGE DOOR SHALL BE TESTED IN ACCORDANCE OVERHEAD DOORS MUST '� Y � ���������""-�----"--�- WITH ANSIIDASMA 108 DR TAS202. FBCR 2010 1609.7 (1) ' 0 ` Print ` MIN REQ. O +31 0 PSF/ -35.1EPSF ET OR EXCEED , y� ' lei Uth St � !�rt#i� 1 ��� � l � p� l lorolda-,.., I 000 r� ail oy F o r re �t FBC 6t3. � ttatioii (2017) Electrical: FBC 6th Edition (2017) and NEC 2014 k" : " iG GNN Rrdz' sigma nil �abv s<tonley - xi y;UNG <sn anaa zv�n�ta oa renaw< �1 NOTE: PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED i emAms%G nGNN ,atey ae 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE s - �Ctt�• anadoaaeMar<atwretl<�a 2020• '.vnAtEoF f+ ir11:tur.1t,[td'� a. caea ,p signed antl sealeaaM the ��� algnat<r<musth<,erig<dnn FOR PERMITTING WITHOUT RAISED Approved By: j RedAR� < _ SEAL AND SIGNATURE OF THE pi . l y� e , Add � - j � .;., � 11. 3s ur ENGINEER OF RECORD. l DATE OF DwC" DATE .Cbrn1' s ANY ALTERATION OR USE OF ���' h n !- �T �T 18 fre�alling Ntewaler llnaSer (� 2567 RIDGEWA 1 DRIVE t THESE PLANS WITHOUT CONSENT ®� STANLEY FORREST < OF SAID ENGINEER SHALL Florida Reg. No. AR 0006867 c Is KISSIMMEE, FLORIDA 34746 --- ----- ----- -- - - , CONSTITUTE FRAUD AND IS A SCALE ASNOTED ul v CLEAR VIOLATION OF CHAPTER 407 997-8000 EXT 5153 471 OF THE FLORIDA STATUTE. Date `Y �? � "a ( ) O 1 (TELEPHONE) 3 w_ 00 LO ( WALK WAY) 0, _Ip E N 881M-All ( WALK WAY) (sxs) SEPTIC TANK of Sovereign Way uxow 5taniey A Forrest tFFL O RM 4IDnq 2020.10. M 30 09:53:40 -04'00' (776 square ft.), DRAIN FIELD 46' 8" xock Kes ae Thomas and Prl*i Queens Cove Unit -1 51 Sovereign Wa Fort Pierce I St. Lucie County, rrl es e m r 0 N/A ea any .wMVUu¢ LOPIe5, DP +55/-55 N/A N/A DP +50/-50 DP +67/-67 N/A N/A CWS INC. CWS INC. CWS INC. Stanley A 12*9 1 2 —0400' im CWS INC. N/A r e r 4 rt W } 1 r, r F F 0 a rc 0o II N 15g,Ok d' er ca r 155=a0' y WATER CANAL Forrest 4yin" �� ✓ y C.g��GT�k mY A"�t, y( s r ti t i`�in �"y�'b;Yaydk�i ���fi� ThtsRemtx7sbeenefeetfmkaily M �. �rS"` synedand xaledpyStanley �,iY pPR86 'p' Wrrestusinga fNghalSignature r� � " , a y 2020010*30 S} and data. panted Mpiesefthic g document are not wnsidered aCed y� nRBg7 skned and sealed and the signature must be"rftd on r h'6D ARD� anyeleMnlewpim 10:14:5 7 50�p" 0,�� 0" 10-04'00' ( WALK WAY) 88� .4" r. 881ev-4.4" x M LO N ( WALK WAY) (5 X8) SEPTIC TANK (776 square ft.), DRAIN FIELD 46,�,,&8" 0 0