Loading...
HomeMy WebLinkAboutConstruction PlansSCOPE OF WORK CONSTRUCT NEW CARPORT/GARAGE PER PLANS THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR EXISTING BUILDINGS CHAPTER 7 AND S. NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. - 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 " MECHANICAL CODE, FBC 2017 1 ENERGY CONSERVATION, AND THE NEC(NFT'A 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2017 FOR EXISTING BUILDINGS STRUCTURAL NOTES I) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3 L N ALL STRUCTURAL CONCRETE RETE IN BEAMS; LINTELS, VERTICLE CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI I COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE / I STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES 8c STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1'V2" SUSPENDED SLABS: I V2" 6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATER 7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 8) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. 9) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH sit RINC, i SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. WALL FINISH /INSULATION NOTES 9 1) INTERIOR TO BE r/2" DRYWALL FINISH. 2 ALL INTERIOR GYPSUM BOARD TO BE MIN. '/," THICK WITH 13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER,1 ''/4" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 15/8" LONG,15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C, FOR NAILS AND 12" O.C. FOR SCREWS. MANUFACTURES LABLES SHOWING ALL 90 �� FACTORS AND BHpG AS GOMPCOMPLIANCEANGE ' U 4 ST. UST LUCIE COUNTY E M r ,: TY ©v CODE 4 1� ,�., � �,_�., eU G TVISTO Wrrr+FBc�NI:� J REVIEWED FOR COMP L CE : REMAIN ON ALL DWRS AND WINDOWS REVIEWED BY RATE UNTIL INSPECTIONS PROVED CT ARE AP IONS l PLANS A ND PERMIT M T BE KEPTON ] B y SITE OR NO INSPECTIONS) WILL BE MADE RECEOVEX t THESE PLANS AND ALL PROPOSED WORK Ep FA,TENf�1S OR Al" CACNENTS NS CONCH 4" Fe-406 REQUIRED BY FIELD iNSPS(,TORG THAT ARE T4iERESPONSIBU ITV OFTFIE FEB 2 2 2019 ARE SUBJECT TO ANY CORRECTIO w4��(ftr ^F,SARYIN ttsRTO �n ' RAMPtOFIRECORD. - fl MAY P . - Vvh1 ST. Lucie County, Permitting -t COMPLI diidAL..4pw.,.+3LEGODES. �. ZONE 2: Base sheet attached to deck with Fasteners as specified above � (Perimeter/ Ridge) at 7 " O.C. in ( 4 ) rows One row is in the side lap. The other rows - ���✓✓✓ are equally spaced approximately 9 8 O.C: in the f d Qy`lbe�heet. - I (METHOD PER NOR) ", --- .'-. esign Pressure (-PSF): 52.5 L_ 1 ZONE 3: Base sheet attached to deck with Fasteners as specified above I (Comers) at 5 " O.C. in( 4 ) rows. One row is in the side lap. The other rows I '1'c�12GJk D8tn1L1 /1 I l ". ar&equally spaced approximately 9.5 " O.C. in the field of the sheet. - Iy nGFI hJL=J (4KPJ v 1 (ENHANCED FASTENERS) Design Pressure (-PSF): 75.5 MEMBRANE REQUIREMENTS: I I l r tine my nF Flintlact (.Td_ FFd !`".. 1n t t, ati a 1p` - r� W� 4pd F� l� W h. n 1 I _ F1GI�a11h1 i/A e P „'A�t,W1,J 1-rzf-I 1 r p. F�Jr fZ2a . �) i l b IJaf I-bvJrJ CC�I'( rro _=sE 5 ! V-a7 Iry I - •fo a4 i �4 Planning& Development Department ..,d., 1 P 4 - J, - i ", Planning & Development Services Department ® Building & Regulations Divisiona Building & Cade Regulations Division Product R8V1PW Affidavit#, 2300 Virginia Avenue, fort Pierce, FL 34982 - (772) 462-1553 L Certification for Design Load Compliance r Building Permit # Owners Name hJ I 'T` t Applicant: - Project Name: GUENETT CARPORT/GARAGE Product Opening Design P 9 9 Pressures Product Rated Desi n'Pressure Manufacturer Model Number Product Approval pp I Number G lass Type Method of Attachment " Windows Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors SwingType Doors 3 t�-.� :. TWaMA•'(au1 l^1PsccJCLAsst ),#:S6`YI,) N A, 1%4 T,1Ip " ✓>tN, NPEB'f'44c..na,5 French Doors Garage Doors -4Z .S-�l-y- APB D bt+�fL- 824 g1.1 N&A.tCtrt_ l0l'3,1 lJ+ �. S%l6"aC. i 5va° MIW, @msV6 i�Am scaxojS - ON'O--. ez .-..r , Hurricane Protection Roof Ventilation RoofingMaterial r� o �3. '1 -Ga.9 it ` '.9Z•5 a x - -��, q B3�a94,33 iZ?AI t I1ug.P✓1e. : !b• A1oM -it21 t %1 �Er,Ll'iC aMmrt 4rQL4l dt dTS t e.ov✓ I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions.; Name: : PAUL WELCH P.E. Signature: ON PLAN Design Prof: : PAUL WELCH P.E. Cert. No. 29945 Date: OW pLAt� i ROOF ATTACHMENT REQUIREMENTS Project Address: 331 TROPICAL ISLES CIRCLE Permit#: Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USE: - • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed Partially Enclosed Open 3. Risk Category: I X If III IV Exposure Category: B X C_ D 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft 5. Mean Roof Height: 15 ft Roof Pitch: o.s :12 Parapet: N/A ff 6. Components & Cladding Design Pressures Used: (PSF based on 10sgft @ 15'MRH clear( label 11 1 , Y on a p an openings). 16.0 16.0 16.0 33.6 33.6 32.3 Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: -33.6 -56.3 -84.7 -36.4 _ -44.9 -42.5 7. Design Loads: Floor:: N/A PSF Roof/Deady 5 PSF Roof/Live: 20 Balcony:. N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? -XL-Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? _J Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: ROOF DATA: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been drsig ned to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie Manufacturer: CERTAINTEED County. I also certify that structural elements depicted on these plans provide adequate resistance to the design g ..Type: MODIFIED BITUMEN fortes specified: NOR#: 18-1127.18 Paul Welch P.E. " System Type: E(3) Base sheet Mechanically fastened page 27 of49 Print Name ti Design Pressure: 52.5 (-PSF) PER NOA Paul Welch Inc. Membrane Type: APP MODIFIED ON PLAN 2/20/2019 Deck: 19/32 "Plywood 29945 / 5115 Cert # & Co. Cert Auth. Base Sheet: : Weather / Signature, Date Empire Base Sheet g .,and Seal 1984 S.W. Biltmore St. Suite #17.4 Port 5t. Lucie, FL Fasteners: Company Name Address -� I I ga: annular ring shank nails and approved tin caps (spacing per base sheet attachment requirements) BASE SHEET ATTACHMENT REQUIREMENTS: ZONE 1: Base sheet attached to deck with Fasteners as specified above (Field) at 8 " O.C. in ( 4 ) rows. One row- is in the side lap. The other rows are equally spaced approximately 9 8 " O.C. in the field of the sheet (METHOD PER N�iA) Design ressare (-PSF): -.. Dz.� w H11 F�9 VItJ � 1� t "D t 14'i1 L1L t0 WIN DQW /DOOR SCH D E ULE MAR SIZE/TY.PE _.. NOTT+;S 1 13 0 68 SOLIDCORE DOOR 2 907 O OVERHEAD DOOR r-" bwd rn fln /s84 S YY. BlLTMO)4ES7 sU/rE#><` P f4 PORT LUCI ,FLs,r98,4 - _ - PHONE(7.72J 78-6- 9886 E-MAIL PWE'E CH/NG @AOL COM r * PAUL WELCH, P. E. FLA REG NO. 299.45 e F 1� u k 2D14 a��o MAXIMUM HEADRER SPAN 31•0t' 6!- t' 1. T-O" 12'•0" 15'4" 1 1 T-®ra NUMBER'OF FULL LENTH STUDS EACH END OF HEADER 2 1 2 1 3 3 3 T I ER OF HEADER STUDS SUPPORTING END OF HEADER. I I I I 2 3 Ilji I I' j III I �. .� II III II . I - �----- -- 7AUSSES OR ROOF 7OdiT PhR PLAN -- DBL 2 X 4 T!? TOP P PLATE • I'j tl I, I iII: I� : �I I', I - tl. , I STRAP EACI$ STUD TO TOP PLATE I I I • i i PLYWOOD ( I I i WALL SHEATHING ' yr r, .tr P: DGO P OR WINDOW OPENING DBL 2X4 SILL (WINDOW ONLY) - 2X4 STUDS AT 16" O.C. ("IWINDOWONLY) 11 II Il fl t; L. , WITH"SIMPSON' SPH4 WITH (10)-iljl; (,Ill l lOd X 1 '/a" NAILS I !' III i Iell GRADE D FELT PAPER STRAP EACH STUD TO HEADER + I III PROVIDE BEAD OF SEALANT 3/1' WITH "SIMPSON" LSTA 24 WITH IS • II II FROM EDGE OF OPENING UNDER F" LT (Od NAILS ( > Ij I I I APPLY FELT TO EXTERIOR OF OPENING AND FOLD FELT OVER JAMBS DBL 2 X 12 WOOD BEAM WITH %" III I 1 PLYWOOD SPACER GLUED AND I DOOROPENING ,NAILED WITH 10d NAILS AT 8" O.C. STAGGERED TOP AND BOTTOM I , BOTH SIDES II I I I II II I � II' 'III I FULL LENGTH 2 X 4 WOOD STUDS I I.I I j I�f HEADER STUDS 2 X 4 WOOD STUDSIN STRAP EACH STUD TO BOTTOM I I t 1 I r.'i PLATE WITH SIMPSON SPH4 WITH #, (1o)—IoaNAILS ;III Ij� I III I �I tq I P.T. 2 X 4 WOOD BOTTOM PLATE III (I)- 5/V' WEDGE ANCHORS X V' EMBED. WITH 2" X 2" X 1/8"dIWA` tIhl WASHERS EACH SIDE OF OPENING— i AND 24" O.C.AL III 1 `- -----CONCRETE FLOOR L FOOTING j III I''I, DOOR (AEI' r WAT ERIV" 1iJ DETAIL ffis. r PICAL HEADER DETAIL aptre NffM APPROVED PML A MY-X MAY BE USED IN LIEU OF GRADE D FELT. 13 { m, A. I r '!!O'P1•FI"149w'hl o'oa r- 11/Q StM PSI oil H•th.t to "r- 13AhE 57+Frt ovrsz. la 32"clan LY_ \ .�. �l I%�Ywpav 4 tkLA't 1140 NAIb P�fz (IG1 ©d Co. xal5r- 2'X!e"wOab 12cX,}P — F vivob IZooF So1sf� Z' c�"I JeocSuS �71ZL+IDow,J MCI, p,A�E �IIE r ovE { /� cex ¢ r V woob Pt Y�OGD "sNEA'(AING1 p�A1t PE= '- >umr F4sc-jA ME°I"d.1-Delp 5zaucTaEeL uo? �/ Mic vvob wtl p - I/Z" DPY+LI t. t�a�ulA dPErJ CC I ww d PA S c-111 , wa a-s 3 e-rj W (4 dPEtd pVE�M4A Id LA DVc�2 iaAWf-1 bgL 2 K 12 WDpQ> f(EAt�FE-- I P d NAo,d CA. ocl NA{t,5 CA. ST,ao W/ I/2"C,DX Pj,Koo0bJ;fA,"r oP aT oo, rop S hotfat) PUd?E5 51Mf'�oN o44 w4a) 4W6D � 0&1j,0 w/ Ic,b � � W 0 f 6" O,G• YPAG1CaEQf© x 'vJocb 1W WAGV EACH Po" \\\ a 6o fN �IaEs W Td N�ApE�.(G5� A14P5aI �,�, I�CCA A1'Go2rJC1 Poh49 5Ir4P��c,n! r W I (24) . I lira alAl l-b IoA NAILS p�tGUR,.1E Pcwyr•� 4+a 4- wOoD Poer f 511AN,00 ABU44 O " I®'1 ARID f S�8 � x 1Z" ANCIkap. ftL'j �� b R I l/FwAf �Mr3b tiA PconlS d, 4"A21 N 2 x ti' woa+b t7(yly� F1d( ol,! FY (ru'�6 W/ Fl"I"m ( g AM PoF,[,OW KoDF olsrs (I)agStiD�coNfJUo�15 f dn11JE2. Gl7,tZ"D•C. -k P I � ¢ r o t ... w- 11I�\11�114>llj a tt�.IQIJ-4t % Ill R5t{l1* - ,,. coo LeBfE � 1llsll = 1il:=dlt III Pdp FcoTrJCq P DRW r11+X .- a �• 1'N ErJ PL�nI l2soa Ps,> coNc2CTE 4"- a" 15, p- .IA lil=iq.rttl=lll=lit j"Ob�A'jyonl PEe. PLAN >SE 'TION DETAIL AT POST NTS- SE TION DETAIL AT WALL NTS... ROOF FRAMING PLAN »....� ... m " -SCALE SHEET NUMB yid a PAUL WELCH-INC. � Mft- -YANICAL ELECTRICAL C1141E ENGRVEEHRING 1984 S. W B14TMORES7' SU17-E# 114 POR7'ST• LUCJE, FL 34984. P1401 (772)785-9888 E-MAIL PWE'LCHfVC@AOi COIN PAUL WELCH, P.E FLA REGNO, 29945 u 0E-I 18"D X 16"W (2500 PSI) CONC. MONOLITHIC d Y \ i P I"mot FOOTING W/ 2 45 BARS CONTINUOUS DES P-1 24" X 24" X 24".D 2500 P5 CONCRETF. 1 i�f besot% Y PAD FOOTING ( >n »> TING W! #5 BARS @ 8 O.C. BOTH WAYS e�fS �. .� — ji\ S-1 4" THK 0�Z (2500 PSI) CONCRETE SLAB W/ i 1 ' FIBERMESH OR 6" /6" 10/10 W WM OVER i VAPOR BARRIER ON CLEAN COMPACTED s CHEMICALLY TREAT ; En S0[L 5 2 EXISTING DRIVE AYd WALK WAY KWAY SLAB LLJ F - o 1 #5 BARS X 12" LONG LRILLED OUT &EPDXIED " .:- E E'�A W/ 6 MINIMUM E p IM MBiGD. @ ALL AREAS i ADJACENT T O EXISTING FOUNDATION -- - -- Q V i ELECTRICAL KEY SYMBOL SINGLE POLE SWITCH THREE WAY SWTTCH ,1�.3 WJ DUPLEX CONVENIENCE OUTLET LJJ 120V SPECIAL PURPOSE OUTLET ®22° 220V OUTLET 00F1 GROUND FAULT PROTECTION WP/ , F= WEATHERPROOF LIGHT FIXTURE - ❑ FAN BOX/LIGHT . FLUORESCENT LIGHT EXHAUST FAN - O 5D SMOKE DETECTOR CARBON MONOXIDE DETECTOR nQ�a� EQUIPMENT DISCONNECT d L� W rn