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HomeMy WebLinkAboutPLANSPROJECT: CUSTOMER NAME: SITE ADDRESS: SITE INFORMATION 5012 BIRCH DRIVE REGENCY DKI 5012 BIRCH DRIVE FORT PIERCE, FL 34982 SAINT LUCIE COUNTY Know what's below. Call before you dig. wvvw.caI181 '1 .cgrn APPLICABLE CODES "ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. 2017 FLORIDA BUILDING CODE, 6TH EDITION 2. 2017 FLORIDA PLUMBING CODE, 6TH EDITION 3. 2017 FLORIDA MECHANICAL CODE, 6TH EDITION 4. 2017 FLORIDA BUILDING CODE: ENERGY CONSERVATION, 6TH EDITION 5. 2014 NATIONAL ELECTRIC CODE 6. 2017 FLORIDA BUILDING CODE: EXISTING BUILDING, 6TH EDITION C & C PRODUCT APPROVAL NUMBERS A ~ f.... ..... St PROD. FBC PRODUCT APPROVAL FBC PRODUCT APPROVAL l PRODUCT APPROVAL APP. PRODUCT SYM. OR MIAMI-DADE N.O.A. OR N.O.A. NUMBER EXPIRATION DATE S ' I � } __ - -- - -- --------- - - Z ---------------- PA 1 — WAYNE DALTON SERIES 800 STEEL ROLL -UP DOOR MIAMI-DADE 18-0815.08 06/07/2022 ` PA 2 SILVER LINE BUILDING PRODUCTS 70 SERIES SING HUNG WINDOW FBC FL14911.4-R11 SHEET INDEX SHT NOM SHEET TITLE: PROPERTY OWNER: CS-1.0 TITLE SHEET MICHAEL . • - tv.. ltcl BIRCH5012 FORT PIERCE, FL 34982 M i A-1.0 EXISTING BUILDING c S . d S-1.0 FOUNDATION & FRAMING PLAN ADDRESS: """_ .•. f I ROOF FRAMING PLAN BIRCHSITE 5012 .s IELECTRICAL ri PLAN I I FORT PIERCE, FIL 34982 � I `v t vv � C yi k � 3 PE P � 1 ,. •'. •0 5• _.. .. x 1: ,: bpi} Y,Y F tt.. , .: : .. ...mi 'l�.: ..: _ s..i.,: r. ..i:x .. :+. ''..:. `. ;(v .. ti•� - - �ti .. ... .....?'�.. YupF4 - ...... I I REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY SCANNED BY St. LuCe Count THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS, ENGINEERING LICENSE: loop"' . 'reue , q; y a Anthony m,; ray, SERIAL # ANTHONY T. TOMB(nRC #E?PE§04C32£7DF DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC ROJECT NUMBER: 791 REVISIONS: -�— DESCRIPTION DATE BY RE PERMIT 06/03/2019 RB - PERMIT RESPONSE 1 07/25/2019 RB A JI I C IVHIVIC: 5012 BIRCH DRIVE - SITE NUMBER: 5012 BIRCH DRIVE FORT PIERCE, FL 34982 HEET DESCRIPTION: TITLE SHEET PI C C I IN V IVI.3 M IC: cs - 100 I e e GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WHOLE HOUSE ENGINEERING, LLC. BACKCHARGES WILL NOT BE ACCEPTED. 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS, 5. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL TRADES, DETERMINE ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION. 6. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN, 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW AND APPROVAL. 9. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. 10. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC, AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. 12. THESE DRAWINGS ARE DIAGRAMATIC AND ARE INTENDED TO SHOW THE DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMALLY BE CONSIDERED INCIDENTAL TO THEIR INSTALLATION. FIBERGLASS/ASPHALT DIMENSIONAL SHINGLES SECURED W/ (6) 1" ROOF NAILS PER TAB SHEET INSTALL OVER ONE LAYER OF 30# ROOF FELT PAPER W/ MIN. 6" LAP TIN TAGGED @ 12" O.C. INSTALL ALL ROOF PRODUCTS PER THEIR MFG'R SPECS AND THE NOA. 2X FASCIA TO MATCH EXISTING. tOFFIT:TOMATCH EXISTING. R-13 BATTEN INSULATION A VAPOR BARRIER PER FBC R703.1.1. VERIFY 12 4MI R-30 BATTEN INSULATION TRUSS BEARING MATCH EXISTING PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. TRUSS CONNECTOR. SEE PLAN. MIN. 7/16" OSB OR PLYWOOD - 2X4 FRAME WALL @ 16" O.C. SHEATHING. ATTACH W/ 8d COMMON: 3" O.C. @ PANEL EDGES, 12" O.C. FIELD. 2X4 BLOCKING AT ALL HORIZONTAL - CONCRETE CURB @ GARAGE TO PANEL EDGES REQ. MATCH EXISTING. DRILL AND EPDXY INTO EXISTING FOUNDATION W/ #4 HOOKS @ 12" O.C. 1/4" TAPCON W/ 2" MIN. EMBEDMENT @ 24" O.C. W/ 2" SQUARE WASHERS. FINISH FLOOR LINE 2X4 PT BOTTOM PLATE. EXISTING FOUNDATION ° - - r—rs-7 — TO REMAIN. 1=1�=III-LTI II -• III�II�III— A TYPICAL WALL SECTION A-1.0 SCALE: (24X36) 1/2" = 1' 0" N io N EXTERIOR DOOR & WINDOW SCHEDULE DESIGN PRESSURES PRODUCT APPROVAL MANUFACTURER NUMBER EXPIRATION OPENING PRODUCT RATED SYM. ITEM LOCATION DESIGN DESIGN PRESSURES (PSF) PRESSURES POS. NEG. O1 SERIES 800 STEEL ROLL -UP GARAGE DOOR GARAGE WAYNE DALTON SEE PLAN +55.0 -55.0 18-0815.08 06/07/2022 O2 70 SERIES SINGLE HUNG WINDOOW GARAGE SILVER LINE SEE PLAN +62.8 -65.0 FL14911.4-R11 - 0 'v v fV in co 28'-1" 4'-3" 23'-2" 13'-6" REVIEWS-D FOR CODE CCrMPL1Af1AC ST. LUCIE C ATY 1 OVERALL BUILDING gC "'All -1.0 SCALE: (24 X36) 1/4" = 1' 0" FILE COPY PLANS PREPARED BY: WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING LLC r urwrruw rvv 1 we THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: A 9ERIAi # 3BBCA221OOOD 00004C3287DF ANTHONY T. TOMBO III - FL, PE #80083 VRMYYII4%J I4V 1 K,G. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC PROJECT NUMBER: 1796 REVISIONS: DESCRIPTION DATE BY RE PERMIT 06/03/2019 RB - PERMIT RESPONSE 1 07/25/2019 RB A SITE NAME: 5012 BIRCH DRIVE SITE NUMBER: i 1 c rwurtc.�a: 5012 BIRCH DRIVE FORT PIERCE, FL 34982 HEET DESCRIPTION: EXISTING BUILDING NOTE: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS/BEARING HEIGHTS/ DIMENSIONS/ ETC. SHEET NUMBER: A - 10 a CONCRETE NOTES 1. " ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, 1-1/4" MAXIMUM SIZE. CONCRETE SLUMP IS TO BE 5" MINIMUM TO 6" MAXIMUM. 2,500 PSI FOR SLABS ON GRADE & FOUNDATIONS. 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS: STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) 3" . SLABS (CAST AGAINST SOIL W/ VAPOR BARRIER) 1-1/2" SLABS (ABOVE GRADE LEVEL) 3/4". BEAMS AND COLUMNS 1-1/2" 3. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETING A.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED, SUPPORTED IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE "MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I. 318)". 4. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY MATS OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS, PROVIDE CORNER BARS AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 X V-0" (30" EACH WAY) UNLESS OTHERWISE NOTED. 5. EPDXY SHALL BE HILTI HIT-HY 200 OR APPROVED EQUIVALENT. 1 FOUNDATION PLAN i .O SCALE: (24X36) 3/8" = 1' 0" FORM AND POUR NEW CURB TO MATCH EXISTING. FINISH FLOOR LINED a o #4 REBAR @ 12" O.C. W/ 8" MIN. a o a EMBEDMENT AND 6" HOOK. d Q- a d EXISTING FOUNDATION TO REMAIN. C CURB REPAIR DETAIL S-1 O 3/4„ = 1, - 011 FRAMING NOTES 1. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 2. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. 3. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 4. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE, #2 OR BETTER AND SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1100 PSI IN BENDING FOR SINGLE MEMBER USES, 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULUS OF ELASTICITY OF 1400 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 5. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE C-CHANNEL TYPE STUDS AT 24" O/C WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG BUGLE HEAD DRYWALL SCREWS AT 12" O.C. MAX. 6. PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES. 7. ALL DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH FBC R602.2.3. AA DAMAGE EXTENDS BACK TO EDGE OF EXISTING WINDOW RIFY IN FIEL A O +26.7 O +26.7 A 29.1 29.1 HD1 HD1 REMOVE AND REPLACE FRAME WALL. SEE DETAIL A/S-1.0. LSTA18 STRAP AT EACH END OF HEADER, WOOD LSTA18 STRAP AT 48" O.C. MAX. BEND STRAP 3" OVERTOP BEND STRAP 3" OVER TOP PLATE TRUSSES PLATE (FILL 9 HOLES MIN. IN HEADER & TOP PLATE) SIMPSON SPH4 @ EACH STUD 1 (2) - 2X TOP PLATE MSTC40 STRAP AT EACH END OF HEADER FLUSH WITH TOP OF TOP PLATE, HEADER, & 1ST SUPPORTING STUD (FILL 9 HOLES IN STUD MINIMUM, FILL ALL NAIL HOLES) 6 P.T. 2X BOTTOM PLATE I � I WOOD HEADER SEE PLAN 1/4" TAPCON W/ 2" MIN. EMBEDMENT @ 24" O.C. MAX W/2"SQUARE WASHERS. a a d a a 8 a a a a a A TYPICAL WALL FRAMING S_1 Q SCALE: (24X36) 1/2" = 1' 0" -- 2X4 STUDS @ 16" O.C. SIMPSON DTT2Z W/ 10" MIN. EMBEDMENT @ EAC END OF OPENING AND END OF EACH WALL. SIMPSON H8 @ EA. STUD. SPH4 CAN BE USED IN LIEU OF H8. LSTA18 STRAP @ CORNER Ll EXTEND END STUD TO DBL. TOP PLT. 2X4 NON -LOAD BEARING SHEARWALL. FRAMING @ 24" O.C. MAX. FASTEN END STUD TO HDR. W/ TWO ROWS OF 16d z z SINKER NAILS @ 3" O.C. TYP. ILL! O ID c� AC22"X36" PULL DOWN 0 ° aFASTEN SHEATHING TO N N AIR ATTIC ACCESS o o HDR. W/ 8d NAILS IN 3" p � + o GARAGE LLO p PATTERN AS SHOWN. x w CO w 00 O z m HEADER SEE PLAN. LSTA18 STRAP 0 w 0 OPPOSITE OF SHEATHING m ) w u� A FASTEN TOP PLT, TO HDR. MSTC52 STRAP NAILED ON W/ TWO SINKER R 3" S OF 16d C. TYP. OPPOSITE SIDE OF SHEATHING. PORTAL FRAME. 3 2X6 SP NO. 2 SEE DETAIL B/S-1.0 ( ) 2X4 SP NO. 2 FRAMING JAMB W/ 7/16" OSB/PLY SHEATHING W/ 8d NAILS @ 3" O/C ALL FRAMING TYP. REMOVE AND REINSTALL GARAGE DOOR PER FBC R302.5.1. AA (3) 2X4 DOUBLE 2X4 MID SPAN FULL SP NO. 2 DEPTH BLOCKING @ 48" AND PANEL JOINTS W/ 8d NAILS @ 3" O.C. IN EACH PANEL EDGE. .H D71 HD1 MIN. (1) 1/4" TAPCON W/ SIMPSON DTT2Z HOLDOWN 2" MIN. EMBEDMENT. W/10" EMBEDMENT. O +27.2 2X4 PRESSURE TREATED PLATE 29.6 A O -29.6 W/ ADDITIONAL SILL PLATE VARIES `, REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY B BOCC ° c 2 FRAMING PLAN 5-1.0 SCALE: (24X36) 3/8" = V 0" END B GARAGE DOOR PORTAL FRAME FILE COPY S_1 SCALE: (24X36) 3/4" = 1' - 0" HEADERS BEAM # PLY SIZE TYPE SPECIES GRADE HD1 2 2 X 6 SAWN LUMBER SP #2 HD2 2 1-3/4" X 11-7/8" VERSA -LAM SP 2.03100 DENOTES FLITCH BEAM W/ 1/2" PLYWOOD FASTENED BETWEEN PLIES A\ FOR QEAM/HEADER TO STUD PACK STRAP WITH MSTC40 SEE PLAN FOR HEADERIBEAM DESIGNATION AND LOCATION LHDd NOTE: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS/BEARING HEIGHTS/ DIMENSIONS/ ETC. PLANS PREPARED BY: WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING LLC 1JI[f±YY1114V IYV 111i11= THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. r ENGINEERING LICENSE: SERIAL 38 BC A221000000 GO 4C 1297 DF ANTHONY T. TOMBO III - FL, PE #80083 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC <UJtU I NUMbLK: 179 KCVISIONS: DESCRIPTION DATE BY RE PERMIT 06/03/2019 RB - PERMIT RESPONSE 1 07/25/2019 RB A SITE NAME: 5012 BIRCH DRIVE -- VI I L I\VIwIYLI\.. VI I L /9✓YI\LVV• 5012 BIRCH DRIVE FORT PIERCE, FL 34982 SHEET DESCRIPTION: FOUNDATION & FRAMING PLAN SHEET NUMBER: s - 100 9 I , n + STRUCTURAL DESIGN STATEMENT I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. DESIGN PARAMETERS & ASSUMPTIONS CODE EDITION: ® FLORIDA BUILDING CODE (AND 2017 FBC EXISTING BUILDING) WORK CLASSIFICATION: REPAIR, 0 ASCE 7 (EXPOSURE CONDITION) B CONSTRUCTION TYPE: VB OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIGNED AS: ❑ PARTIALLY ENCLOSED IN ENCLOSED ❑ OPEN ❑ TESTED (WIND TUNNEL) BUILDING HEIGHT: 0 5 60FT. (ASCE 7) ❑ > 60FT. (MUST USE ASCE 7) MEAN ROOF HEIGHT: 12'- 0". (FOR LOW RISE BUILDING WITH SLOPED ROOFS) RISK FACTOR: II (DETERMINED BY BUILDING USE / OCCUPANCY, REFR TO ASCE 7 TABLE 1.5-1) INTERNAL PRESSURE COEFFICIENT: 0.18 . (ENCLOSED BUILDING) BASIC WIND VELOCITY PRESSURES: APPROPRIATE POSITIVE / NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING, AS APPLICABLE: WIND SPEED 161 (3-SEC. GUST) BASIC VELOCITY PRESSURE 19.45 PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON CONSTRUCTION PLANS. ROOF TRUSS LIVE LOAD TOP CHORD LIVE LOAD: 20 PSF BOTTOM CHORD LIVE LOAD: 0" PSF ROOF TRUSS DEAD LOAD TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD: 10 PSF ROOF TRUSS DEAD LOAD TO RESIST WIND UPLIFT: 10 PSF TOTAL MINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS: ROOF TL: U240 . ROOF LL U360 . MAXIMUM DEFLECTION: 1.25" SOIL BEARING CAPACITY: 2500 PSF PRE-ENGINEERED WOOD TRUSSES 1. THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBERS (TRUSSES AND GIRDERS) AND IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS AND FLOOR SYSTEM LAYOUT. FOR INDIVIDUAL TRUSSES, SEE LAYOUT & ENGINEERING SHEETS BY TRUSS MANUFACTURER. 1 � 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM W.H.E. WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DESIGNERS,MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE DESIGN, 4. TRUSS AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A REGISTERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR W.H.E. TO REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWINGS IS A COURTESY BY W.H.E. AND IN NO WAY RELIEVES THE MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH W.H.E.'S SUPERSTRUCTURE. IF THERE IS ANY ` CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR SYSTEM COMPANY SHALL NOTIFY W.H.E. IN WRITING OF THE SPECIFIC AREAS OF CONCERN, 5. W.H.E. ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS AND FLOOR SYSTEM DRAWINGS, SIGNED AND SEALED BY REGISTERED ENGINEER. 2X #2 SYP NAILER FASTENED TO DOUBLE PLATE W/ 12d COMMON @ 3" O.C. AND TO (1) ADJACENT TRUSS W/ (1) ROW OF 12d COMMON @ 3" O.C. TRUSS BOTTOM CHORD FASTEN TOP PLATE TO EACH OTHER W/ (2) ROWS OF (4) 10d COMMON BETWEEN EA. STUD. 7/16" OSB ATTACHED TO STUDS W/ MIN, 8d COMMON @ 3" O.C. ON EDGE, 12" O.C. IN FIELD. 2X4 #2 SYP CATS @ 12" O.C. FASTENED TO DOUBLE PLATE W/ (4) 12d COMMON AND TO (1) ADJACENT TRUSS W/ (3) 10d COMMON TOE NAILS. TRUSS BOTTOM CHORD FASTEN TOP PLATE TO EACH OTHER W/ (2) ROWS OF (4) 10d COMMON BETWEEN EA. STUD. 7/16" OSB ATTACHED TO STUDS W/ MIN. 8d COMMON @ 3" O.C. ON EDGE, 12" O.C. IN FIELD. 1. FOR TRUSS THAT IS DIRECTLY ABOVE THE WALL, FASTEN TRUSS BOTTOM CHORD TO DOUBLE PLATE WITH 10d AT 4" O.C. 2. THIS INTERIOR SHEARWALL RUNS PARALLEL TO THE TRUSSES, THIS IS A PREFERRED ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. A TRUSS CONN. TO SHEARWALL S-2. O 3/4„ = 1. - 01. NOTE: SOFFIT SHALL MATCH EXISTING FOR ROOF VENTING NOTE: ALL EXISTING BE VERIFIED IN FIELD PRIOR TO FABRICATION. VERIFY DIMENSIONS, PITCH, OVERHANG LENGTH AND HEEL HEIGHT, ETC. ACTUAL _ USE STAINLESS STEEL OR TRIPLE ZINC CONNECTORS FOR PRESSURE TREATED UPLIFT 400# LUMBER (NON CCA BASED) FOR CORROSIVE PROTECTION, AND FOLLOW REQUIRED 1 RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER FOR USE OF ANCHOR CONNECTORS IN CONTACT WITH THEIR BRAND OF TREATED WOOD PRODUCTS. TRUSS CONNECTOR SCHEDULE MARK TYPE REF. NO. CONNECTION TO TRUSS CONNECTION TO WALL ALLOWABLE UPLIFT O TO FRAME SIMPSON - H3 (4) 8d COMMON (4) 8d COMMON 400 LB O TO FRAME SIMPSON - LTS16 (6) 10d COMMON (6) 10d COMMON 660 LB n 550# 2 DAMAGE EXTENDS BACK TO EDGE OF EXISTING WINDOW VERIFY IN FIELD --� 22"X3 STAIR N V zk 'PULL DO TICACCE NE S w 0 2 p LL 7' 0" MAX SETBACK 4/12 N F- z w w 1 REMOVE DAMAGED ROOF TRUSSES AND REPLACE WITH PRE-ENGINEERED WOOD TRUSSES 24" O.C. 1 ROOF FRAMING PLAN 5-2.0 SCALE: (24X36) 3/8" = 1' 0" a a z W O z w m 0 z In w REMARKS ROOF SHEATHING NAILING ZONE (N.T.S.) ZONE ITEM 1 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 2 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. IrLr114a rRcrmRcv UI\Arr11YV IYV I IIiG THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS, DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. 1� GIYVIIYGGRIIYV LIli C1YaG:: 36 BCA2:21604000004C1287 D, ' ANTHONY T. TOMBO III - FL, PE #80083 IJF%lAVV 1YV NU I Il,c. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC 'KUJtL; I NUMI3tK: 1796 r1EVISIONS: DESCRIPTION DATE BY RE PERMIT 06/03/2019 RB - PERMIT RESPONSE 1 07/25/2019 RB A VI 1 G IYMIrI G. 5012 BIRCH DRIVE — JI I G I14UIr1UGR. — VI I G /YU URGJa. 5012 BIRCH DRIVE FORT PIERCE, FL 34982 vl1"G1 U"JI F%Ir IIVIY. ROOF FRAMING PLAN SHEET NUMBER: S 2nO NOTE: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS/BEARING HEIGHTS/ DIMENSIONS/ ETC. n u GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2014 NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DESCREPANCIES PRIOR TO INSTALLATION. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 4. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 5. SMOKE DETECTORS SHALL BE DIRECT WIRED 120V U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LISTING. CARBON MONOXIDE DETECTOR(S) TO COMPLY W/ UL #2034-96. 6. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 110.3 & 110.21. 7. At.L ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING ROOM, STUDY, HALLWAYS, BEDROOMS, CLOSETS, AND FOYER SHALL BE ARC -FAULT PROTECTED. 8. ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11. 9. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH NEC SECTION 250.94. 10. GARAGE DOOR OPENER TO BE GFI PROTECTED. 11. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 12. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS NOTED OTHERWISE. 13. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE. 14, RECEPTACLES SHALL BE 15A AND 125V OF THE GROUND TYPE. 15. LIGHTING FIXTURES SHALL BE SELECTED BY THE OWNER. 50% OF THE LAMPS SHALL BE HIGH EFFICACY TYPE. 16. ALL 125V 1-PHASE 15A AND 20A BATHROOM, AND EXTERIOR RECEPTACLES SHALL HAVE GROUND FAULT INTERRUPTER (GFI) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (GFI) IN LIEU OF (GFI) BREAKER WITH SEPARATE CIRCUIT. 17. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION: ALL 120V, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED OR DEVICES IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN THE NEC 2014 210.12 (A)(1) THROUGH (6) 18. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 19. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. i n ELECTRICAL KEY n ELECTRICAL KEY SYMB. DESCRIPTION SINGLE POLE SWITCH $3 THREE WAY SWITCH O PUSH BUTTON SWITCH DUPLEX RECEPTACLE d 220V OUTLET LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE YPc PULL CHAIN LIGHT 4' FLOURESCENT LIGHT FIXTURE 4' FLOURESCENT ®EXH FANMT OMBO EXHUAST FAN/LIGHT COMBO e FAWLT COMBO CEILING FAN/LIGHT COMBO DISCONNECT SWITCH 5q SMOKE DETECTOR co CARBON MONOXIDE DETECTOR GFI GROUND FAULT PROTECTION WP WEATHERPROOF DW DISHWASHER R RANGE B.C. BELOW COUNTER D DRYER 0 0 DAMAGE EXTENDS BACK TO EDGE OF EXISTING WINDOW VERIFY IN FIELD REMOVE AND REPLACE RECEPTICLES. RESTORE TO PRE -DAMAGED CONDITION. TYP. 4'FLOURESCENT IN ATTIC PREWIRED GARAGE DOOR OPENER 22"X36" ATTIC ACCESS GFI GARAGE V,ATER HEATER TO REMAIN. REMOVE AND REPLACE LIGHTING / I FIXTURES. RESTORE TO / PRE -DAMAGED CONDITION. TYP. I 4'FLOURESCENT I NOTE: SOME EXISTING FIXTURES, RECEPTICLES, AND SWTICHES MAY NOT BE DEPICTED IN THIS REMOVE AND REINSTALL PANEL.. PLAN. THE CONTRCTOR SHALL FIELD VERIFY RESTORE TO PRE -DAMAGED LOCATIONS AND RESTORE TO PRE -DAMAGED CONDITION.. CONDITION IN ACCORDANCE WITH FBC AND NEC. REPAIR SHALL NOT INCREASE LOAD TO PANEL, CIRCUITS, OR SERVICE. 3 1 ELECTRICAL PLAN E-1.0 SCALE: (24X36) 3/8" = 1' 0" w ❑ z U- O Q < F w z It ui O r w ❑ z O w co 0 z rn E H/ u� NOTE: NO HVAC COMPONENTS WERE KNOWN TO EXIST IN DAMAGED AREA. A u REVIEWED FOR CODE COMPLIANCE ST, LUCIE COUNTY BOCC THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY, SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: 44- I SERIAL #: I 3B BC A2 21 00 0000 00 4C 12.87 DF ANTHONY T. TOMBO III - FL, PE #80083 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC 'KUJLU I NUMbLK: 179E KEVISIONS: DESCRIPTION DATE BY RE PERMIT 06/03/2019 IRS - PERMIT RESPONSE 1 07/25/2019 RB A SITE NAME: 5012 BIRCH DRIVE 11 G 1`IUIYIGGR. SITE ADDRESS: 5012 BIRCH DRIVE FORT PIERCE, FL 34982 SHEET DESCRIPTION: ELECTRICAL PLAN SHEET NUMBER: E - 100 NOTE: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS/BEARING HEIGHTSI DIMENSIONS/ ETC. J PLANS PREPARED BY: WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201. Fort Pierce, FC, 34946 PHONE: 772-409-1003 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING LLC ✓1\/YVYIIVV IVV III,C THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: Anthony Tombo SER!A.1 Ti 313 BC A2 2100 00 00 00 4C 12 87 D'e ANTHONY T. TOMBO III - FL, PE #80083 ✓ICNYVIIVV IVV I Itr C: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC PROJECT NUMBER: 1796 REVISIONS: DESCRIPTION I DATE BY PERMIT RESPONSE 1 M9 2020 RA 1 USER CHANGE RB B SITE NAME: 611111 PA WWII 08 I-91SM JI I G IV V IV1OGf\. VI I {� 11V V1\VVV. 5012 BIRCH DRIVE FORT PIERCE, FL 349812 SHEET DESCRIPTION: TITLE SHEET SHEET NUMBER: CIS - iso r�r�rva rFXQrruccv rvR. GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL. RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WHOLE HOUSE ENGINEERING, LLC. BACKCHARGES WILL NOT BE ACCEPTED. 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. 5. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL TRADES, DETERMINE ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION. 6. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN. 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC, TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW AND APPROVAL. 9. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. 10. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC, AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. 12. THESE DRAWINGS ARE DIAGRAMATIC AND ARE INTENDED TO SHOW THE DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMALLY BE CONSIDERED INCIDENTAL TO THEIR INSTALLATION. FIBERGLASS/ASPHALT DIMENSIONAL SHINGLES SECURED W/ (6) 1" ROOF NAILS PER TAB SHEET INSTALL OVER ONE LAYER OF 30# ROOF FELT PAPER W/ MIN. 6" LAP TIN TAGGED @ 12" O.C. INSTALL ALL ROOF PRODUCTS PER THEIR MFG'R SPECS AND THE NOA. 2X_ FASCIA TO MATCH EXISTING. 19:1 71y1 SOFFIT TO MATCH EXISTING. R-13 BATTEN INSULATION VAPOR BARRIER PER FBC R703.1.1. MIN. 7/16" OSB OR PLYWOOD SHEATHING. ATTACH W/ 8d COMMON: 3" O.C. @ PANEL EDGES, 12" O.C. FIELD. 2X4 BLOCKING AT ALL HORIZONTAL PANEL EDGES REQ. 1/4" TAPCON W/ 2" MIN. EMBEDMENT @ 24" O.C. W/ 2" SQUARE WASHERS. 2X4 PT BOTTOM PLATE. EXISTING FOUNDATION TO REMAIN. 12 4P w_77 a4 —I � I—�-1- -1-I-I I • II IIIdIL--III_I R-30 BATTEN INSULATION L TRUSS 31ARINGo MATCH EXISTING PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. TRUSS CONNECTOR. SEE PLAN. 2X4 FRAME WALL @ 16" O.C. CONCRETE CURB @ GARAGE TO MATCH EXISTING. DRILL AND EPDXY INTO EXISTING FOUNDATION W/#4 HOOKS @ 12" O.C. TYPICAL WALL SECTION A-1.0 SCALE: (24X36) 1/2" = V 0" FINISH FLOOR LINE/h Y bo N EXTERIOR DOOR & WINDOW SCHEDULE DESIGN PRESSURES PRODUCT APPROVAL MANUFACTURER NUMBER EXPIRATION OPENING - PRODUCT RATED SYM. ITEM LOCATION DESIGN DESIGN PRESSURES (PSF) FL-16546 NE O1 2" STEEL PAN DOORS GARAGE CLOPAY SEE PLAN +36.0 -42.0 70 SERIES SINGL U WOVD�OtA���� _� GARAG SILVER LINE SEE PLAN��--- t w n-, '\ 28'-1" m 4'-3" 1 OVERALL BUILDING A-1 .0/ SCALE: (24 X36) 1/4" 23'-2" v v IN REVIEWED FOR CODE COMPLIANCE 13'-6" —ST. LUCli= COUNTY BOCK File Copy ' PLANS PREPARED BY: WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort fierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT C2016 WHOLE HOUSE ENGINEERING LLC ' DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. SERIAL #: 368CA221000000 GO 4C: 1287 CIF ANTHONY T. TOMBO III - FL, PE #80083 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC PROJECT NUMBER: %9E KtV1JIVIV3: DESCRIPTION DATE I BY RE PERMIT 06/03/2014 RB - PERMIT RESPONSE 1 07/25/2019 RB A USER CHANGE 03/03/2020, RB B I SITE NAME: 5012 BIRCH DRIVE - SITE NUMBER: - SITE ADDRESS: 5012 BIRCH DRIVE FORT PIERCE, FL 34982 - SHEET DESCRIPTION: EXISTING BUILDING NOTE: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS/BEARING HEIGHTS/ DIMENSIONS/ ETC. SHEET NUMBER: A - 120 CONCRETE NOTES 1. ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 31000 PSI IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, 1-1/4" MAXIMUM SIZE. CONCRETE SLUMP IS TO BE 5" MINIMUM TO 6" MAXIMUM. 2,500 PSI FOR SLABS ON GRADE & FOUNDATIONS. 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS: STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) 3" . SLABS (CAST AGAINST SOIL W/ VAPOR BARRIER) 1-1/2" SLABS (ABOVE GRADE LEVEL) 3/4". BEAMS AND COLUMNS 1-1/2" 3. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETING A.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED, SUPPORTED IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE "MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I. 318)". 4. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY MATS OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE CORNER BARS AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 X 5'4" (30" EACH WAY) UNLESS OTHERWISE NOTED. 5. EPDXY SHALL BE HILTI HIT-HY 200 OR APPROVED EQUIVALENT. DAMAGE EXTENDS BACK TO EDGE OF EXISTING WINDOW VERIFY IN FIELD 3' J 11YY VV 1 /-11YV I%LIYIV VL L IIYV 1 I I IIVIY VVI\V TO EXTEND TO" ALONG SIDE OF GARAGE. �1 �\ FOUNDATION PLAN S-1.0/ SCALE: (24X36) 3/8" = 1' 0" FORM AND POUR NEW CURB TO MATCH EXISTING. FINISH FI_30R LINE #4 REBAR @ 12" O.C. W/ 8" MIN. EMBEDMENT AND 6" HOOK. EXISTING FOUNDATION TO REMAIN. C CURB REPAIR DETAIL 5-1.0 3/4"=11-0.1 a:L1 JiI I II ,NIM 1. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 2. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. 3. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 4. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE, #2 OR BETTER AND SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1100 PSI IN BENDING FOR SINGLE MEMBER USES, 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULUS OF ELASTICITY OF 1400 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 5. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE C-CHANNEL TYPE STUDS AT 24" O/C WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG BUGLE HEAD DRYWALL SCREWS AT 12" O.C. MAX. 6. PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES. 7. ALL DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH FBC R602.2.3. DAMAGE EXTENDS BACK TO EDGE OF EXISTING WINDOW VERIFY IN FIELD REMOVE AND REPLACE FRAME WALL. SEE DETAIL A/S-1.0, 2X4 NON -LOAD BEARING SHEARWALL. FRAMING @ 24" O.C. MAX. LSTA18 STRAP AT EACH END OF HEADER, BEND STRAP 3" OVER TOP PLATE SIMPSON SPH4 @ EACH STUD - MSTC40 STRAP AT EACH END OF HEADER FLUSH WITH TOP OF TOP PLATE, HEADER, & 1ST SUPPORTING STUD (FILL 9 HOLES IN STUD MINIMUM, FILL ALL NAIL HOLES) P.T. 2X BOTTOM PLATE WOOD LSTA18 STRAP AT 48" O.C. MAX. BEND STRAP 3" OVERTOP TRUSSES PLATE (FILL 9 HOLES MIN. IN HEADER & TOP PLATE) i (2) - 2X TOP PLATE I '; WOOD HEADER - SEE PLAN 1< 1/4" TAPCON W/ 2" MIN. EMBEDMENT @ 24" O.C. MAX W/ 2" SQUARE WASHERS. I i \ 4 a b d 4 A TYPICAL WALL FRAMING S_1.0 SCALE: (24X36) 1/2" = 1' 0" Z Z - - — w w 2 C7 � r U'w 0 CO22"X36 PULL DOWN O o N N ` A\ STAIR ATTIC ACCESS p N i UL p /A = GARAGE p p / wC0 O F- UU HEADER SEE PLAN. v z w U) UL! CO W \ W PORTAL FRAME. SEE DETAIL B/S-1.0 EXISTING TO REMAIN 2 S-1.0 REMOVE AND REINSTALL GARAGE DOOR PER FBC R302.5.1. FRAMING PLAN SCALE: (24X36) 3/8" = 1' 0" EXISTING TO REMAIN HEADERS BEAM # PLY I SIZE TYPE SPECIES GRADE HD1 2 2 X 6 SAWN LUMBER SP #2 HD2 2 1-3/4" X 11-7/8" VERSA -LAM SP 2.03100 *_DENOTES FLITCH BEAM W/ 1/2" PLYWOOD FASTENED BETWEEN PLIES A FOR BEAMMEADER TO STUD PACK STRAP WITH MSTC40 SEE PLAN FOR HEADER/BEAM DESIGNATION AND LOCATION FHXI MSTC52 STRAP NAILED ON OPPOSITE SIDE OF SHEATHING. JAMB (S) 2X4 SP NO. 2 MIN. (1) 1/4" TAPCON W/ 2" MIN. EMBEDMENT. Mrs, 2X4 STUDS @ 16" O.C. SIMPSON DTT2Z W/ 10" MIN. EMBEDMENT @ E/ END OF OPENING AND END OF EACH WALL. SIMPSON H8 @ EA. STUD. I SPH4 CAN BE USED IN LIEU OF H8. A\ LSTA18 STRAP @ CORNER EXTEND END STUD TO DBL. TOP PLT. FASTEN END STUD TO HDR. W/ TWO ROWS OF 16d SINKER NAILS @ 3" O.C. TYP. FASTEN SHEATHING TO HDR. W/ 8d NAILS IN 3" PATTERN AS SHOWN. LSTA18 STRAP OPPOSITE OF SHEATHING FASTEN TOP PLT. TO HDR. W/ TWO ROWS OF 16d SINKER @ 3" O.C. TYP. (3) 2X6 SP NO. 2 �- 2X4 SP NO. 2 FRAMING W/ 7/16" OSB/PLY SHEATHING W/ Bd NAILS @ 3" O/C ALL FRAMING TYP. \- DOUBLE 2X4 MID SPAN FULL DEPTH BLOCKING @ 48" AND PANEL JOINTS W/ 8d NAILS @ �0 3" O.C. IN EACH PANEL EDGE. SIMPSON DTT2Z HOLDOWN W/10" EMBEDMENT. REVISION REVIEWED FOR END CODE COMPLIANCE ST_ LUCIE COUNTY BOCC GARAGE DOOR PORTAL FRAME SCALE: (24X36) 3/4" = 1' - 0" File Cc' NOTE: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS/BEARING HEIGHTS/ DIMENSIONS/ ETC. PLANS PREPARED BY: WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT L2016 WHOLE HOUSE ENGINEERING LLC r Vr��rruw Iw I l�.c THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: 0 9ERTALa #: 3B ECA221000000004C1287DF ANTHONY T. TOMBO III - FL, PE #80083 — VRNYYIIY l7 IYV I IIi C. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC r PROJECT NUMBER: y5 DESCRIPTION DATE BY RE PERMIT 06/03/2019 RB PERMIT RESPONSE 1 07/25/2019 RB A USER CHANGE 03/03/2020 RB B SITE NAME: 5012 BIRCH DRIVE — �111 G Ir VIYI�CI>. SITE ADDRESS: 5012 BIRCH DRIVE FORT PIERCE, FL 34982 - 0ncr- I urwa.Klr I IVIn: FOUNDATION & FRAMING PLAN SHEET NUMBER: s - 100 STRUCTURAL DESIGN STATEMENT I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATED ACTUAL USE STAINLESS STEEL OR TRIPLE ZINC CONNECTORS FOR PRESSURE TREATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES UPLIFT 400# LUMBER (NOfJ CCA BASED) FOR CORROSIVE PROTECTION, AND FOLLOW SPECIFIED BY THE CODES LISTED BELOW. I RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER FOR USE OF REQUIRED CONNECTORS IN CONTACT WITH THEIR BRAND OF TREATED WOOD PRODUCTS. ANCHOR DESIGN PARAMETERS & ASSUMPTIONS CODE EDITION: IN FLORIDA BUILDING CODE (AND 2017 FBC EXISTING BUILDING) WORK CLASSIFICATION: REPAIR. ® ASCE 7 (EXPOSURE CONDITION) B CONSTRUCTION TYPE: VB OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIGNED AS: ❑ PARTIALLY ENCLOSED IN ENCLOSED ❑ OPEN ❑ TESTED (WIND TUNNEL) BUILDING HEIGHT: ® <_ 60FT. (ASCE 7) ❑ > 60FT. (MUST USE ASCE 7) MEAN ROOF HEIGHT: 12' - 0", (FOR LOW RISE BUILDING WITH SLOPED ROOFS) RISK FACTOR: II (DETERMINED BY BUILDING USE / OCCUPANCY, REFR TO ASCE 7 TABLE 1.5-1) INTERNAL PRESSURE COEFFICIENT: 0.18 (ENCLOSED BUILDING) BASIC WIND VELOCITY PRESSURES: APPROPRIATE POSITIVE / NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING, AS APPLICABLE: WIND SPEED 161 (3-SEC. GUST) BASIC VELOCITY PRESSURE 19.45 PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON CONSTRUCTION PLANS. ROOF TRUSS LIVE LOAD TOP CHORD LIVE LOAD: 20 PSF BOTTOM CHORD LIVE LOAD: 0* PSF ROOF TRUSS DEAD LOAD TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD: 10 PSF ROOF TRUSS DEAD LOAD TO RESIST WIND UPLIFT: 10 PSF TOTAL MINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS: ROOF TL: L/240 . ROOF LL: U360 . MAXIMUM DEFLECTION: 1.25" SOIL BEARING CAPACITY: 2500 PSF PRE-ENGINEERED WOOD TRUSSES 1. THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBERS (TRUSSES AND GIRDERS) AND IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS AND FLOOR SYSTEM LAYOUT. FOR INDIVIDUAL TRUSSES, SEE LAYOUT & ENGINEERING SHEETS BY TRUSS MANUFACTURER. 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM W.H.E. WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DESIGNERS MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE DESIGN. 4. TRUSS AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A REGISTERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR W.H.E. TO REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWINGS IS A COURTESY BY W.H.E. AND IN NO WAY RELIEVES THE MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH W.H.E.'S SUPERSTRUCTURE. IF THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR SYSTEM COMPANY SHALL NOTIFY W.H.E. IN WRITING OF THE SPECIFIC AREAS OF CONCERN. 5, W.H.E. ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS AND FLOOR SYSTEM DRAWINGS, SIGNED AND SEALED BY REGISTERED ENGINEER. 2X #2 SYP NAILER FASTENED TO DOUBLE PLATE W/ 12d COMMON @ 3" O.C. AND TO (1) ADJACENT TRUSS W/ (1) ROW OF 12d COMMON @ 3" O.C. TRUSS BOTTOM CHORD FASTEN TOP PLATE TO EACH OTHER W/ (2) ROWS OF (4) 10d COMMON BETWEEN EA. STUD. 7/16" OSB ATTACHED TO STUDS W/ MIN, 8d COMMON @ 3" O.C. ON EDGE, 12" O.C. IN FIELD. 7 1/4" MAX 2X4 #2 SYP CATS @ 12" O.C. FASTENED TO DOUBLE PLATE W/ (4) 12d COMMON AND TO (1) ADJACENT TRUSS W/ (3) 10d COMMON TOE NAILS. TRUSS BOTTOM CHORD FASTEN TOP PLATE TO EACH OTHER W/ (2) ROWS OF (4) 10d COMMON BETWEEN EA. STUD. 7/16" OSB ATTACHED TO STUDS W/ MIN. 8d COMMON @ 3" O.C. ON EDGE, 12" O.C. IN FIELD. 1. FOR TRUSS THAT IS DIRECTLY ABOVE THE WALL, FASTEN TRUSS BOTTOM CHORD TO DOUBLE PLATE WITH 10d AT 4" O.C. 2. THIS INTERIOR SHEARWALL RUNS PARALLEL TO THE TRUSSES. THIS IS A PREFERRED ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. TRUSS CONN. TO SHEARWALL ��2.0 3/4" = 1' - 0" MARK NOTE: SOFFIT SHALL MATCH EXISTING FOR ROOF VENTING NOTE: ALL EXISTINb­TRUSS"CONDITIO1NS­T0 BE VERIFIED IN FIELD PRIOR TO FABRICATION. VERIFY DIMENSIONS, PITCH, OVERHANG LENGTH AND HEEL HEIGHT. ETC. 550# i UAIVIAut: CA I CIVUJ OAL.Fl 1 u tuut: ur t7JJ 11114U VVIINUUVV VERIFY IN FIELD C22"X36'PULL N v A DON TIC ACCE i w < LL ! / TO" MAX SETBACK — _ 4/12 N V z z w Ix w 1 ROOF FRAMING PLAN 5-2.0 SCALE: (24X36) 3/8" = 1' 0" \— REMOVE DAMAGED ROOF TRUSSES AND REPLACE WITH PRE-ENGINEERED WOOD TRUSSES 24" O.C. TRUSS CONNECTOR SCHEDULE CONNECTION (CONNECTION ALLOWABLE TYPE REF. NO. TO TRUSS TO WALL UPLIFT REMARKS TO FRAME I SIMPSON - H3 I (4) Bd COMMON I (4) 8d COMMON I 400 LB TO FRAME � SIMPSON - LTS16 I (6) 10d COMMON I (6) 10d COMMON z w m O z z O w m z rn X w �D 660 LB zD REV z w 0 0 0 w z t w SPY ROOF SHEATHING NAILING ZONE (N.T.S.) ZONE ITEM �1 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 2 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19132" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. REVIEWED F(.,, .. CODE COMPLIA`,.C'_ ST. LUCIE COUrj"I""%­ BOCC PLANS PREPARED BY: WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort fierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT C2016 WHOLE HOUSE ENGINEERING LLC Vf Vw11\V 11V 1 we THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: III ■ �=v6tlV■6ew.. SERIAL #: 3E. BCA222000000004Ci287DF ANTHONY T. TOMBO III - FL. PE #80083 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC PROJECT NUMBER: 1 Zq E KtVISIUNb: DESCRIPTION DATE BY 'RE PERMIT 06103/2019 RB j PERMIT RESPONSE 1 07/25/2019 RB A USER CHANGE 03/03/2020 RB B I i 011 C I14/i1Y1C: 5012 BIRCH DRIVE a 11 C 1\VIVIG�GR. VI I L A✓YI\LV V. 5012 BIRCH DRIVE FORT PIERCE, FL 34982 SHEET DESCRIPTION: ROOF FRAMING PLAN NOTE: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS/BEARING HEIGHTS/ DIMENSIONS/ ETC. SHEET NUMBER: S - 200 GENERAL ELECTRICAL NOTES r LMI\J vmGvMmcw rVn. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2014 NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DESCREPANCIES PRIOR TO INSTALLATION. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 4. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 5. SMOKE DETECTORS SHALL BE DIRECT WIRED 120V U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LISTING. CARBON MONOXIDE DETECTOR(S) TO COMPLY W/ UL #2034-96. 6. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 110.3 & 110.21. 7. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING ROOM, STUDY, HALLWAYS, BEDROOMS, CLOSETS, AND FOYER SHALL BE ARC -FAULT PROTECTED, 8. ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11. 9. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH NEC SECTION 250.94. 10. GARAGE DOOR OPENER TO BE GFI PROTECTED. 11. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 12. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS NOTED OTHERWISE. 13. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE. 14. RECEPTACLES SHALL BE 15A AND 125V OF THE GROUND TYPE. 15. LIGHTING FIXTURES SHALL BE SELECTED BY THE OWNER. 50% OF THE LAMPS SHALL BE HIGH EFFICACY TYPE. 16. ALL 125V 1-PHASE 15A AND 20A BATHROOM, AND EXTERIOR RECEPTACLES SHALL HAVE GROUND FAULT INTERRUPTER (GFI) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (GFI) IN LIEU OF (GFI) BREAKER WITH SEPARATE CIRCUIT. 17. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION: ALL 120V, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED OR DEVICES IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN THE NEC 2014 210.12 (A)(1) THROUGH (6) 18. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 19. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. ELECTRICAL KEY SYMB. DESCRIPTION SINGLE POLE SWITCH 3 THREE WAY SWITCH O PUSH BUTTON SWITCH DUPLEX RECEPTACLE 220V OUTLET LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE PULL CHAIN LIGHT 4' FLOURESCENT LIGHT FIXTURE 4'PLOURESCENT EXFF FAN/LT COMBO EXHUAST FAN/LIGHT COMBO e COMBO CEILING FAN/LIGHT COMBO DISCONNECT SWITCH sp. SMOKE DETECTOR CARBON MONOXIDE DETECTOR GFI GROUND FAULT PROTECTION WP WEATHERPROOF DW DISHWASHER R RANGE B.C. BELOW COUNTER D DRYER DAMAGE EXTENDS BACK TO EDGE OF EXISTING WINDOW VERIFY IN FIELD � IGFI L REMOVE AND REPLACE FE�GEPTICLES. RESTORE TO PRE -DAMAGED CONDITION. TYP. 4'FLOURESCENT IN ATTIC PREWIRED GARAGE —\ DOOR OPENER 22"X36" ATTIC AC( GFI GARAGE REMOVE AND REPLACE LIGHTING FIXTURES. RESTORE TO PRE -DAMAGED CONDITION. TYP. 4'FLOURESCENT NOTE: SOME EXISTING FIXTURES, RECEPTICLES, AND SWTICHES MAY NOT BE DEPICTED IN THIS PLAN. THE CONTRCTOR SHALL FIELD VERIFY LOCATIONS AND RESTORE TO PRE -DAMAGED CONDITION IN ACCORDANCE WITH FBC AND NEC. REPAIR SHALL NOT INCREASE LOAD TO PANEL, CIRCUITS, OR SERVICE. WATER HEATER TO REMAIN. REMOVE AND REINSTALL PANEL. RESTORE TO PRE -DAMAGED CONDITION. 1 ELECTRICAL PLAN E-1.0 SCALE: (24X36) 3/8" = 1' 0" w 0 0 LL 0 rn z z ILL! Uj i E H z_ w w 0 0 z 0 w m (9 z H U) w NOTE: NO HVAC COMPONENTS WERE � KNOWN TO EXIST IN DAMAGED AREA. , { REVISION REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC File Cr PLANS PREPARED BY: WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING LLC DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: T T a =SE'RIAL #: 3 B 8C A221.0000 0,0 GO.4C 1287 DF ANTHONY T. TOMBO III - FL, PE #80083 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC PROJECT NUMBER: 1796 KtVIJIUNb: DESCRIPTION DATE BY RE PERMIT 06/03/2019 RB PERMIT RESPONSE 1 07/25/2019 RB A USER CHANGE 03/03/2020 RB B I SITE NAME: 5012 BIRCH DRIVE JI 1 L I\ V It1wGn. SITE ADDRESS: 5012 BIRCH DRIVE FORT PIERCE, FL 34982 VI ILL. 1 v1-vvnir 1 w19. ELECTRICAL PLAN SHEET NUMBER. E - 100 NOTE: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS/BEARING HEIGHTS/ DIMENSIONS/ ETC.