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HomeMy WebLinkAboutBuilding plans�.p•• I �\ Cy., Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982- (772) 462-1553 -- — — — a�s..'�2aetu".mrKrs:�.�..w� s..2r.'r �'I>ri IL GCbIL Certification for Design Load Compliance B>le-Ze� gL-K Project Name: LEWIS RESIDENCE Project Address: 5304PINETREEDR ci I GoJE�EI> �Li�-�-YT _ I -r✓lf 'IJ Win i I _ i 0 Permit#: Occupancy Type: R Construction Type: V �LQ°:I9�'�D�Io INSTRUCTIONS FOR USE: I I E I • 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: i o New Residences (single or multi -family) I I o Residential Addition l`J av o Any accessory structure requiring a building permit • + • m a ® I • r __ _ ® I I. _ _ _ Y o Any non-residential structure. 0 • i — �^ — — - — Note: Form not required for interior renovations provided that no exterior structural elements are affected and m �" i I' ln' q" 3 ('� 1 C) " certain minor building permits at the discretion of the local building official. Contact the # above for questions., EA DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all th. t a I 1. DESIGN CODE: Florida Building Code 2014 Edition with 2014 Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed —Partially Enclosed _Open 3.Risk Category: —I X11_III_IVExposure Category: —B X C_D I MQ.-�-5 fr-_ . L VIOEJ KIA 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft 5. Mean Roof Height: 15 ft Roof Pitch: 5 :12 Parapet: N/A ft \ - - 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openirls): 19.3 19.3 19.3 33.6 33.6 N/A 1NhtJL&,,IoJ Zane 2: Zone 3: Zone 4: Zone 5: Garage: Zone 1: 30.7 .53.5 -79.1 -36.4 -44.9 N/A b 7. Design Loads: Floor: 40 PSF Roof/Dead: 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 / CONCEN-RATEID �) .J 8. Were Shear Walks Considered For Structure? _XYes Not Applicable Explain Why Not: °d 12 ` I 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: I d- OAK '' • � Ll -for 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes ((;;,,yy f A' @ I�IJ�n k„ ,fl,.�„ /� 3 -.. l.. Ir•�„ /� l �{r'�y - r - DESIGN PROFESSIONAL CERTIFICATION STATEMENT: - w o _ 1 I certify that, to the best of my knowledge and belief, the attach@d plans & specifications have been designed to i �p_ttIEC ccS I RAC Q p es currently adopted and enforced by St. Lucie I I !a('15�k 111La ' comply with the applicable structural portions of the building cdA Y P ✓! I ("� County. I also certify that structural elements depicted on these plans provide adequate resistance to the design ii `✓ LoU1�4EiC I�Ls�N� O `/ forces specified: I I I H Tl = �'_ p �,��� - I>R-4 e4a 'rl WE. Paul Welch P.E. 2a45 / 5115 _yi, �7 c�LLlMi.IS O k l rt Il�a.l o Print Name Cert # &'o. Cert Auth. Paul Welch Inc. yj 8"beG a th -' I ccv.0 MIJ ON PLAN 2/3/2017 Q 4-1reAH6 O IG LL 1984 S.W. Bikmore St. Suite #114 Port St. hcie, FL I 545 wq L:L — - — ; Signature, Date, and Seal D10IIJ614141• Company Name & Address .-. ' / eel I N lI • hlkf=. SEdi � InIS�Lsl�ilaJ F. •; oo GJ gi-I>11LL I I �coRiNET� CJ 0 cow I �.WON 1rJ�uL-arraJ o — — — � c� ILJ T _'f - � I' � i _ — ®,/ I:I I• I/ L�I/I�1 . � ' WH � �I,�,,, �,,a„ �„ �, a•, • - Aee-0 x,,' cPE thi'G1 110 O �0 Ito vp bmn2 a fj iLJ�arJL.,a ri oW ,tls�i u re 4"=I"t9i GAL c i r ) Q 4 L•rJ LLJ. — f ,- - , i . ar�Ie- Ace- Ess �j"CI�I I ualf lC7 vEer. IIJ G'®IJG• FI LLB ; d� 6x8"e_oNC., ---- -- _ —� ----- • N (� S PAP—' dl t;1 V i I T. . I i II �� �„ ✓I �„ �\ p\, �, o,Z�+ �r © dry �„ \,p„ ...._.�«__-_'.�0— ____ 2''a lo' L7" Z4'� 4I n„ m File Copy TERMITE TREATMENT REQUIRED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILIIYOFTHE CON'TPACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WOR ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE.NECESPARYIN ORDER TO COMPLY.CWTH ALIT PPLICAE �E C.ODES, ST. LUCK rn[raTV P11F" nx1r� T)IVISTO: R.FVRFNN'fDFOR n,,RAiIoCE 12F.ZRL"*c'T ;s'y' S�1LW1lInA1 fl.' PLA\S A,'D PETOTIT AIUST BE Rik P C:: CRNOI.NSP CTFCN1''TILLEzN_%, ✓. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site. Plans for OSTDS # 56-5F_7 9yy3 & Well # Date: z i 7 Reviewer: - WINDOW/DOOR SCHEDULI 1 — SH35 WINDOW (53 7/8" W X 63" H) 2 -- SH25 WINDOW (37 %11 W X 63" H) 3 --- SH24 WINDOW (37 %11 W X 50 5/8" H) 4 -- SH23 WINDOW (37 "W' W X 38 3/8" H) 5 -- % SH33 WINDOW (27 5/8" W X 38 3/8" H) 6 — SH13 WINDOW (19 7/8" W X 38 318" H) 7 -- 3 0 8 0 S.C. DOOR W/ (2) 18" W X 96" H SIDELITES 8 -- 3 0 6 8 SOLID CORE DOOR 9 — 12 0 6 8 SLIDING GLASS DOORS 10 -- 6 0 6 8 SLIDING GLASS DOOR 11 -- 16 0 7 0 OVERHEAD DOOR A --- (DBL) 3 0 6 8 INTERIOR DOORS B --- 3 0 6 8 INTERIOR DOOR C -- 2 8 6 8 INTERIOR DOOR D -- 306SPOCKETDOOR E ---- 2 6 6 8 POCKET DOOR F — 4 0 6 8 BI-FOLD DOORS G — 3 0 6 8 BI-FOLD DOORS H — 16 6 8 BI-FOLD DOORS I — 4 6 6 8 CASED OPENING 3 -- 3 6 6 8 CASED OPENING TABULATION LIVING 2,106 S.F. COV. PORCH 420 S.E. GARAGE 540 S.F. ENTRY 80 S.F. TOTAL 3,146 S.F. PA UL WELCH INC. MECHANICAL ELEC7'R1CAL CIVIL ENGINEERING f984S.W.. BILMORE ST. SUITE# f 14 PORTST LUCIE, FL 3498.1 PHONE•(772)785-9888 EMAIL PWELCHINCLaAOL.CON_I PAIJL WELCH, PE. FLA REG NO. 29945 I Saco minanra a Planning & Development Services Department # A Building & Code Regulations Division - 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: LEWIS RESIDENCE Project Address: 5304 PINETREE DR 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 If above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED- (complete all that apply) 1. DESIGN CODE: Florida Building Code 2014 Edition with 2014 Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed _Open 3, Risk Category: _I XII_III_IV Exposure Category: _B X C_D 4. Design Wind Velocity 160 mph 124 ASO N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 15 It Roof Pitch: s :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 19.3 19.3 19.3 33.6 33.6 N/A Zone 1: -30.7 Zone 2: -53.5 Zone 3: -79.1 Zone 4: -36.4 Zone 5: -44.9 Garage: N/A 7. Design Loads: Floor: 40 PSF Roof/Dead: 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? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? _? Yes -Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert It & Co. Cart Auth. Paul Welch Inc. ON PLAN 2/3/2017 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address Planning & Development Services Department �* Building & Regulations Division Product Review Affidavit Building Permit # Owners Name LEWIS RESIDENCE Applicant: - Product Opening Design Pressures Product Rated Desi n Pressure Manufacturer Model Number Product Approval Number Glass T Method of Attachment .. 3116" X 1 1/2" MIN. EMBED ITW TAPCONS AT 6" / 15" O.C. Windows SEE ELEVS +/-70 CUSTOM IMN. SYSTEMS 8100 PVC 8150 PVC 81 ED VVC (TRANSOM) SOD-8920 FIBER&ASS SERIES 0 a6LAZED Wr SIDEUTES FL# 176472 IMPACT Mullions N/A FL#13010.1 IMPACT 3/16"X1314"MIN. EMBED ELCO ULTRACONS AT 6"17314"D.C. Fixed. Glass SEE ELEVS +/-67.5 CUSTOM PIN. SYSTEMS FL#13010.1 IMPACT WIT X1014- MIN. DIBEDELCO ULTRACONS AT6"/12"O.C. IaLAyo�1 vNI". SEE ELEVS +/-75 CUSTOM WIN. SYSTEMS Skylights NIA FL# 10272.1 FL# 15210.1 FL# 17347.5 IMPACT N/A IMPACT 3/16" X 1 1/4" MIN. EMBED ELCO ULTRACONS AT 6" / 18" O.C. 1/4" X 1 1/4" MIN. EMBED ITW TAPCONS AT 4" / 16" O.C. 1/4" X 1 1W MIN. EMBED ELCO ULTRACONS AT *'/ 16" O.C. Sliding Glass Doors Swing Type Doors French Doors SEE ELEVS SEE ELEVS SEE ELEVS +/-67.5 +/-75 +/-50 CUSTOM WIN. SYSTEMS PLASTPRO PLASTPRO Garage Doors SEE ELEVS +30/-33.5 WAYNE DALTON 5500/9700 #0533 FL# 5587.33 N/A 5/16" X 1 5/8" MIN. EMBED LAG SCREWS EACH BRACKET Hurricane Protection N/A - Roof Ventilation N/A Roofing Material SEE ELEVS -156 GUUFCOASTSuPPLY 26 OA.5V CRIMP FL# 11651.12 N/A SEE ROOFING ATTACHMENT DETAIL ON PLAN Revised 07/22/2014 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. DIp1 PAUL EPAULWELCHP.E PAUL WELCH P.E. PAUL WELCH P.E. � A��� NCEo OM.z S Name' Signature: Dw 2IE03.14 14M:074410v _ PAUL WELCH INC. 29945 ON PLAN Design Prof: Cert. No.. _Date: Y 1 (#9-15 x 1-1/2" HWH w{Sealing ) 9 Washer 1211 1 211 At Panel Lap STENER: #9-15 X 1 Y." WOODGRIP WITH SEALING WASHER IN THE RIB OF THE PANEL, UM PENETRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION T. FASTENERS SHALL BE INSTALLED AT IT'PARALLEL TO ROOF SLOPE AND Ir A.C. CULAR TO ROOF SLOPE. ROOFING ATTACMMNT n •. PER FW 11651.12 METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S FASTENERS, METAL PANELS SHALL BE ATTACHED PER MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET. UNDERLAYMENT SHALL BE INSTALLED AS PER M OTUFACTURER'S INSTALLATION GUIDELINES UNDERLAYMENT SHALL BE APPROVED 30# ROOFING FELT. UNDERLAYMENT APPLICATION. UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER UNDERLAYMENT SHALL BE APPLIED PARALLEL TO AND STARTING FROM TEE RAVE AND LAPPED 2INCHES (51 NOT SUFFI W�ITHLROOF POLA D IN LAC, INSTALLATION. DISTORTIONS IN THE UNDERLAYN ENT SHALL N FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT LESS THAN PROVIDED IN FBC TABLE 15032. THIS REQUIREMENT DOES NOT APPLY TO HIP AND RIDGE JUNCTIONS. ALL ROOFING INSTALLATIONS SHALL BE IN ACCORANNCE WITH FBC 2014. kN Lill I I'. (O.. "K IV`GCNL, &LLV- , LOLUMLI. .. I (%jfl# tar7G I V'" aci piAE+> ,, GOUL. fjLK JEg.°fka�.- I tni�IMN� �✓� I •kkca &Aroma "1EZT• �Fe-EI> Pc�ec-N- I I 1(1 �i 7� lse�t7t�I L N7UUtfnDIJ _ O d BAR pN to I lnf�' 4"W&e"O-bD Lzlt�web: IILIN'- I I Ili tw/ P�C�L pIM FJ `O • I V�.I.G� . O I rG iith) q O N (1sYP I � Gc4A,I h4Qvi kJ 1 n Y - - -• OF WA L-L IAJILIC!IIZM Eli y p RY l(1 . eel& • hFF�. '�Et1( INSLILArfC, - �,14" 1 [Ell I b „ IQ'ewl.cited.( 0 "M. 'x 41/1ta 4" _, �" Ile Q ZO IA W. FIRE FWT-tom • SELFC'I-ohlld ca I i, 1 e�PCNItJt4 II(TD- Q boot u _el OLII I -5'lNW- .dG IUs?LI l:4^I'I taN $'r' i GA L. e c 1, 2,-o,. I fs File op NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY AI 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 01 SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING COD] (FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014 MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (N. 70) 2011 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY __TERMITE INFESTATION AREA PER FRC 301. LINTEL SCHEDULE LINTEL#LENGTH/ TYPE SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD L-1 4'-6" 54" U-LINTELS 11809 250 5861 150 L-2 5'-4" 64" U-LINTELS 10127 250 4924 L-3 9'-4" 112" U-LINTELS 3486 250 1811 150 L-4 T-V 90" U-LINTELS 2661 760 1 1634 300 L-5 T-6" 90" RECESSED 755 100 506 too L-6 17'-4" 208" PRESTRESSED 1849 250 754 150 L-7 4'-4" 52" RECESSED 10893 250 618315 L-8 T-V 90" U-LINTELS 6972 1150 3508 600 L-9 13'-4" 160" U-LINTELS 2883 760 1321 305 L-10 1F-4" 136" U-LINTELS 1366 1175 795 600 L-11 2'-10" 34" U-LINTELS 11809 250 960 15 NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS. - ` � o L-.� T•ti �A�s�� i°W-�t_a WINDOW/DOOR SCHEDUL= 35 FIXED WINDOW (53 7/8" W X 63" H) 3 ff ff A ry fyK I 0 �" 2 -- SH25 WINDOW (37 /< W X 63 H) ,3 ----- SH24 WINDOW (37 B/d' W X 50 5/8" H) 4 -- SH23 WINDOW (37'/M" W X 38 3/8" ID ' COI.IG, FI.LL�P' 5 - -- '% SH33 WINDOW (27 5/8" W X 38 3/8" H) TEMPERED Qj" Sri (, - SH13 WINDOW (19 7/8" W X 38 3/8" H) TEMPERED 8 --- 3 0 6 8 SOLID ORE DOOR' W X 80" H SIDELITES 9 ----- 12 0 6 8 SLIDING GLASS DOORS ------- `-� _• _- ---- 10 ---- 6 0 6 8 SLIDING GLASS DOOR ----- 16 0 7 0 OVERHEAD DOOR • 13LK• eoudMN ----- A (DBL) 3 0 6 8 INTERIOR DOORS vC T• I I B ---- 3 0 6 8 INTERIOR DOOR I I C -- 2 8 6 8 INTERIOR DOOR D -- 3 0 6 8 POCKET DOOR Q 0 I E ----- 2 8 6 8 POCKET DOOR X. + I I F -- 4 0 6 8 BI-FOLD DOORS r - ("1 L l G ----- 3 0 6 8 BI-FOLD DOORS n O H ----- 16 6 8 BI-FOLD DOORS • -- - --------_-_-- • I --- 4 6 6 8 CASED OPENING rh II J ----- 3 6 6 8 CASED OPENING TABULATION -� C- LIVING 2,106 S.F. 14 _ 4'- 0" COV. PORCH 420 S.F. GARAGE 540 S.F. ENTRY 80 S.F. IT, TOTAL 3,146 S.F. OIIMaeaMlrl SHEET NUMBER PAUL. WELCH INC /ME'CHAN/CAL ELECTRICAL CIVIL 5NG/NEE'R/NG 1'- 198.4'S.W. B/LTMOREST. SUITE,ak' 114 - PORTST. LUCIE, FL 34984 PHONE(772)785.9888 EMAIL PWELCH11VCLaAOL.CON_/ i PA UL LVELCH, P. E. FLA REG NO. 29945 sarrrar A 1 12017 DER PAUL WELCHINC. MECHANICAL ELECTRICAL CIVIL; ENGINEERING 198.4 S. W. B/LTiYIORESr SUITE # f 14 PORTST. LUC/E, FL 3498.4 PHONE'(77 )785-98,6,6 E/yq/L PWELCH/NC@AOL.CON_1 PA!SJL YVELC/l, p E FLA REG 1vO..?9945 APR It 2O,h File Copy m FOUNDATION SCHEDULE F-1 16" D X1611 W (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (2) #5 BARS CONTINUOUS F-2 12" D X12" W (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (2) #5 BARS CONTINUOUS INTERIOR NON- BEARING FOOTING WITH STEP F-3 24" X 24" X 16" DEEP (2500 PSI) CONCRETE MONOLITHIC PAD FOOTING FOOTING W/ (3) #5 BARS CONTINUOUS EACH WAY F-4 8" D X 8" W (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (1) #5 BARS CONTINUOUS (STEPFTG) NON -BEARING FOOTING S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6'Y 6" 10/10 W WM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL C 8" WIDE CONCRETE CURB R RECESS AND SLOPE AT OHD OPNG RS RECESS AT SGD OPNG GARAGES FLOOR SURFACE 1) GARAGE FLOOR SURFACES SHALL BE OF APPROVEDNONCOMBUST19LE MATERIAL. 2) THE AREA OF FLOOR USED F0I4 PARIGNG OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2014-PLUMBING 2) DW V PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGE14 THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SIAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION. 0 Y �/ Q 7TcP FI — L Tr 3x 1 / II ��j" ° At n� r ,A,1v,:l ,z"GP" '01 to 0. 4110„ I\1 PAUL WELCHINC. MECHANICAL ELECTRICAL CIVIL ENGINEERING I984S. W. BILTMOREST. SUITE# 114 PORTST. LUCIE, FL 34984. PHONE C77?J785-9888 EMAIL PWELCH/NC_AOL.COM PAUL WELCH, P.E. FLAIMGNO. 29945 APR 1 1 2017 TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES UPLIFT ID UPLIFT DESIGN EJ02 1ST 890 (1)- HETA 20 1810 (8)-16d T02, T03, T29, T30 2ND 273 LUS26 1165 (8)-10d T04 1ST 2598 (1)- MGT 3965 (22) - 10d & (1) - 5/8" A.B. 2 g T04 &T28 2ND 3649 FABRICATED MANGER 4500 SEE DETAIL SEE DETAIL T05, T07, T24, T27 1ST 1148 (1)- HETA 20 1810 (8)-16d T14, T15, T16, T17, T18, T19 2ND 627 HUS26 1550 (20)- 16d T28 1ST 1909 (2)-HETA 20 2500 (12)-16d T31 2ND 393 LUS26-2 1165 1 (8)-16d VALLEYS CONT. 100 # PLF ( )- MTS 16 1 1000 (14)-10d X 1 1/2" 1 1 STRAP AT EACH END AND AT 24" O.C. ALL OTHERS AT CBS BEARING LESS THAN 1800# EACH < 1800# (1)- HETA 20 1810 (9)-10d X 1 1/2" AT CBS BEARING TRUSS COMPANY BUILDERS FIRST LAYOUT DATE 3 3 2017 CUT -SHEET DATE 3 3 2017 SOURCE NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES: 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SO X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SD X 1 1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS(A.B.). @ (1)- FGTR WITH (18)-SDS 1/4" X 3" & (2) 1/2" X 5" TITEN HD MAY BE USED IN LIEU OF CONNECTOR AS SPECIFIED TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. • 1/4" (30 ksi) STEEL HANGER ALL • �� WELDED TOGETHER WITH 1/4 FILLET WELD CONTINUOUS ° HOLE FOR 1/4" X 1 112" SOS a SCREWS (12)- PER SIDE (24)- TOTAL EQUALLY SPACED HOLE FOR 3/4" X 6" MIN. EMBED ° ANCHOR BOLT (2)- PER SIDE (4)- TOTAL FABRICATED HANGER nts... REQIRED AT TRUSS T04 AND T28 (2ND BRG) ATTACH HANGER TO WALL WITH 3/4" X 6" MIN. EMBED ANCHOR BOLT (2)- PER SIDE (4)- TOTAL -ATI*CH TRUSS TO HANGER WITH 1/4" X 1 1/2" SDS SCREWS (12)- PER SIDE (24)- TOTAL EQUALLY SPACED 0 PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX SPACING DBL 2X8 P.T. WOOD LEDGER ATTACH TO CMU WALL WITH 5/8" X 6" MIN. EMBED. WEDGE ANCHORS AT 24" O.C.STAGGERED { TOP AND BOTTOM "SIMPSON" HANGER PER TRUSS CONNECTOR SCHEDULE LEDGER DETAIL �... 16-00-00 CCJJ00� 31 s Hatch atch r<L �I egen d CJ02 y.y.. CD 12' 8„. N �L /� c ✓u�.: k (`) N o © a U U U 1` 7-00-00 0 CD a 0 CV CJ01 =- CJ02 CJ03 = EJ01 -_= °-- EJ01 EJ01 EJ01 -_= EJ01 o a� EJ01 o m EJ01 'EJ01 -- w- EJ01 I 1, =Jo1 CD CD c O ►� I EJ01 �CJ03 I CJ02 CJ01 -_ EJ01 -- C) 0 EJ01 EJ01 ` -00 Co Co 7-00-00 4-0 ----.-EJ01 GUS26-2 -- T03 - - -- T03 T03 - T02 0 - m CD T01 6 --_----_ _ _._..--- \� r W W J1w w w f f r N CM Co N o CJ03 -- ` r o Cs o 0 0 CJ:03 r o o 9 32 0 -� -� u 0 o :� U U W W U C� oo 3-0-00 D` U 3 0 0 ;,� - —\''� CJ02 -.� ---� o IN, - - ---- CJ02 1/0 2 CJ01 J _ u - C 01 -000 q� 11 04-00" o 0 0 . - ENTRY SPAN r N C? o O a C? q. 6-00 00 C� �' U U U w w w w U U oT eo -CD .. _- - _ .... o -o 0 0 0 0 C5 "' 17-00-00 A "' 10-00-00 20-00-00 4-00-00 27-00-00 24-00-00 0 CD 4 0 4 N PAUL WELCHINC. /MECHANICAL ELECTRICAL CIVU. E'NGINEE)UNG f984S. VV. BILTMORESr SUITE# f f:4 PO,RTST. LUCIE, FL 34984„ PHONE (772)785.9888 E-MAIL PWELCH/NCPAOL.COM PAUL WELCH, P.E. F4.4RE'GNO. 129945 APR 1 1. iCil File Copy SHEET NUMBEF ENERGY CONSERVATION NOTES STRUCTURAL NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014 Fie Copy 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. _. 2) SOiL BEARING CAPACITY: 2500 PSF (MiN.), ENERGY CONSERVATION RESIDENTIAL. 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND 2) F COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 3) ATTIC ACCESS DOORS OR HATCHES FROM CONDIITOND SPACES TO "A ` y•. I 5EE'fYPICAL WALL SECTION FOR UNCONDITIONED SPACES SHALL BE WE, ATHERSTRIPPED AND INSULATED TO y.; ADDITIONAL INFORMATION COMPRESSIVE STRENGTH AT 28 DAYS. A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, SAVE 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. PROVIDED WHEN LOOSE FILL IS INSTALLED T C ® ® -- 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: O PREVENT LOOSE FILL FROM PRE- ENGINEERED WOOD TRUSSES ` 3 .- C SPILLING INTO: THE LIVING SPACE. ` (MAX SPACING) @ 24" O FOOTINGS: 3" BEAMS: 1'/z" SUSPENDED SLABS: 1'/z" 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL RAVE AN AIR 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND O NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE O Q� W "SIMPSON" STRAPPER TRUSS 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4:3. RIDGE o CONNECTOR PRESSURE TREATED. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY W - 1 \ SCI.l . 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3. ¢ 0; Q 4 " INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE y cq - - SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD ; PRACTICIES. Q Oi 1�VS O OLytrl O - _' 10) LINTELS SHALL HAVE A MINIMUM 4 BEARING EXCEPT RECESSED LINTELS_ _ SHALL HAVE 8" BEARING. 11) :PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. ,®� O _ 3 12) STUCCO SOFFIT/ EXTERIOR CEILING NOTE: EXTERIOR CEILING AND SOFFIT 1 ' _ _ EAVE 4 O OVER WIRELATH W/ 11GA. 2" NAILS W/ 3/8" 0 HEAD @ 6" O.C. -.. - _ ___-----_- _--- _. _._:. - TO BE STUCCO - - ' "A" STUCCO CEILING PER STRUCTURAL REBAR W/ 90 OF OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER). `� _ - - -.I BOTTOM CORD OF O NOTE #12 - - GREE HOOK - ` �--•- #S 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2 TRUSS ROOF SHEATHING NAILING Z NE nts.. "A" = 5 FEET LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR - (fYPICA/. GCMARlCROOF.PIrW PIANVISW7 (1 ROW) 8"X 16" CMU COLUMN WITH �., . TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH lOD NAILS TO /z" DRYWALL (WALLS 8"X8" CONTINUOUS CONCRETE (2)- #5 BARS VERT. FILLED WITH STUDS @ 6" O.C. PERIMETER AND FIELD. AND CLG) ZONE ROOF SITEAT•IMM ATTACHMENT REOUI1tEMENTS BEAM BLOCICW/ (I) - #5 BAR iN - - - (3000 PSI) CONCRETE, 14) WEEP SCREEDS. A MINIMUM 0.019-INCH (0.48 MM) (NO. 26 GALVANIZED SHEET 10 NAILS AT 6 O,C. PERIMETER AND 6" O.C. FIELD (3000 PSI) CONC. FILLED EACH CELL CORNER COLUMNS ARE GAGE), CORROSION -RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL I 8" X 8"X 16" CMU COLUMN WITH ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR `• , 2 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 2 X 4 WD TOP PLATE OR 8" PRECAS LINTEL W/ (1)-45 BAR (3)- #5 BARS VERT. FILLED WITH "..... 1 ''/z" X 3 5/8"METALN (3000 PSI) CONCRETE. FILLED CELL - (3000 PS]) CONCRETE BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A 3 NAILS AT 4" O.C. PERIMETER AND 6" O.C.00FIELD MINIMUM OF 4 INCHES (102 MIND ABOVE THE EARTH OR 2INCHES (51 MM) RUNNER O (SEE UNITE SCH. FOR MORE INFORMATION) ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER NOTE: ROOF SHEATHING; SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING F I ` TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WATER -RESISTIVE 2 X 4 WOOD STUDS @ 24" pASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED --STUCCO INIS 3 BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH O.C. SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 1- - OR 1 /z'a , PER ZONE DESIGNATIONS AS SHONW.ABOVE. X 3 5/8 METAL SCREED. STUDS @ 24" O.C. WALL FINISH / INSULATION NOTES 1) INTERIOR TO T3E'6" DRYWALL FINISH. /z" DRYWALL BOTH I ----- _. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. A," THICK WITH (13 GAGE, 1 3/8" SIDES (SEE WALL FINISH REBAR N. L �\ #5 W/ 30" MIN. AP SPLICE LONG, 19/64" HEAD; 0.098" DIAMETER, 1'" LONG; ANNULAR -RINGED; 5D �''�•� I � / COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD NOTES 1-FiNTSHED GRADE NAIL, 0,086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS ADJACENT TO SHOWER -- ��a ,' _,:; ___ AND 12" O.C. FOR SCREWS. AND TUB) R WALLS v FASCIA PER TYPICAL WALL SECTION 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, PMER-CEMENT OR GLASS I� e+ u (500 PSI) CONCRETE FOUNDATION MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 11.78, OR \ STUCCO OVER WIRELATH W/ I [GA. 2" bb " ,i 1��SEE PLAN FOR SIZES AND r C 1278 AND INSTALLEDIN ACCORDANCE WITH MANUFACTURERS' 2X4 P.T. WOOD BOTT. NAILS W/ 3/8" O HEAD SPECIFICATIONS) RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWERla-I SPECIE __.. METAL RIB LATH @ 6" O.C. W/ (Z AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.I & FRC 702.4.2). PLATE I LAYERSOF 15if FELT OVER EACH 4 WALL AND CEILING FINISHES SHALL HAVE A SMOKE=DEVELOPED INDEX OF ro OR 1 %z" $ 3 5/8" METAL FRAMING MEMBER) RUNNER W/ TAliCONS NOT GREATER THAN 450. - 6" X 18" SCREEN VENTS AT 48" O.C. OR 0." 24" O.C.- 5) WALL AND CEILING FINISHES SHALL HAVE AFLAME=SPREAD %� � '� CONTINUOUS SCREEN VENT CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL L j WALL _ - - HAVE A CRITICAL RADIANT FLUX NOT LESS THAN O.li WATT PER SQUARE - - .- CONC. FLOOR THE UNDERSIDE OF THE ROOF DECK OR ON THE MATERIALS EXPOSED TO P -- - - - �g �r y v yr --- CENTIMETER. EXPOSED FOAM PLASTIC INSULATION QrrTI DrTATL nls. w V al'CAL COLUMN SECr1 IO (COV. PORCI3) Liras... HE ATTIC WALLS SHALL Tern 77�7 7� ry1 ry� COMPLY WITH SECTION FRC316. TYPICAL r ICAL 11VTEiN.IOR NON-B RG. WALL DETAIL nts... - • . CALCULATE ATTIC VENTILATDN. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C CEILING = 3146 SQ. FT. 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN _ - -- - - ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE F ¢ X ENT @ O. . _45.375 314 1150 20.973 REQUIRED VENTILATION INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 42 L.F.. 18 " V S 48 C - .7 SF / 2 METAL ROOFING OVER 30# 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS 22.7 SF AVAILABLE FOR — ROOF FELT ON F SH CDX CROSS VENTILATION PLYWOOD ROOF SHEATHING OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING 22.7 SQ. FT. > 20.97 SQ, FT. VENTILATION O.K. WITH 8D RING-SHANIZ NAILS PER ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL -- DETAIL PROVIDE 6" X 18" SOFFIT VENTS � 48" O.C. SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WiTH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 - WHEN TESTED IN ACCORDANCE WITH ASTIN4 E 84 01i UL 723. _- - �� ` PRE- ENGINEERED WOOD TRUSSES - \�� @ 24" O.C. (MAX. SPACING) gER jgU W 00D SSES \ ' "SIMPSON STRAP PER TRUSS 1 `` SPAC I. CONNECTOR SCH, O.C. 24„( . - -- METAL ROOFING OVER � _ _ _ --METAL FLASHING (DRIP EDGE) METAL ROOFING OVER 30# ROOF FELT ON 19/32 30# ROOF FELT ON 19/32" CDX PLYWOOD ROOF CDX PLYWOOD ROOF SHEATHING / \ 2 ROWS �� X8 PREPRIMED SPRUCE FASCIA -•-I I- T THING WITH 8D y / 4 �; `�� 8"X8" CONTINUOUS CONCRETE SHEATHING WITH SD T _ S/ENTED STUCCO SOFFIT PER "� �F RING -SHANK NAiLS PER RING -SHANK NAILS PER DETAIL DETAIL (00O PSI)EAM OCONC/FILLED EACH SOFFIT DETAIL .` __+___ERE -ENGINEERED WOOD TRUSSES _ CELL p . PRE- ENGINEERED WOOD TRUSSES ?' _ � „ (1 ROW) " @ 24" O.C. (MAX. SPACING) @ 24, O.C. (MAX.. 8 X8 X16 CONCRETE BLOCK l 8"X8" CONTINUOUS CONCRETE _ .4 ` s: _ L BEAM BL O - #5 BAR IN "$IMPSON" STRAP PER TRUSS "SJMPSON" STRAP PER TRUSS OCKW/ 1 _ --= -- g � � (MA Y (3000 PSI) CONC. FILLED EACH CELL ,'. CONNECTOR SCH. CONNECTOR SCH. "STUCCO FINISH - 'METAL PLASHING (DRIP EDGE) � 8" PRECAS LINTEL W/ (1)-#5 BAR METAL FLASHING (DRIP EDGE) R-30 INSULATION _T.---- - -- - i IN (3000 PSI) CONCRETE FILLED � R 8 PRECAS LINTEL W/ (1)-#5 BAR -30 INSULATIONT i ' � j CELL OVER OPENING - --- 2X8 PREPRIMED SPRUCE t IN (3000 PSI) CONCRETE FILLED • ____ __ _ . -._ --- %z" DRYWALL (CEILING) ' /s" DRYWALL (CEILING) -- - 2X8 PREPRIMED SPRUCE CELL OVER OPENING FASCIA /z" DRYWALL (CEILING) [, ----•---- STUCCO CEILING PER STRUCTURAL FASCIA (2 ROWS) (2 ROWS) CONCRETE VENTED SOFFIT PER F TRANSOME WINDOW OPENING _� NOTE# 12 " ` 8'X8 CONTINUOUS_r S FFIT T I, 8"XS CONTINUOUS CONCRETE O DE AIL VENTED SOFFIT PER BCANS BLOCh�V/ (1) - #5 BAR IN P.T. WOOD LEDGER PER DETAIL I, 8" X 8" CMU COLUMN BEYOND WITH BEAM BLOCKW/ (I) - #5 BAR IN SOFFIT DETAIL 3000 PSI CONC. FILLED EACH CELL.. 1 - #5 BAR VERT. IN 3000 PSI CONC. (3000 PSI) CONC, FILLED EACH CELL ( ) #5 REBAR W/ 90 DEGREE HOOK - FILLE ELL ) 8"PRECAS LINTEL W/ (1) #5 BAR F IN/ „ _:_., ... IN (3000 PSI) CONCRETE FILLED D C _ #., REBAR r., 90 DECREE HOOK` 8 PRECAS LINTEL W/ (1)-#5 BAR ,, „. ,; /z DRYWALL (WALL) 8°'PRECAS LINTEL W/ (1)-#5 BAR 8 X8 X1.6 CONCRETE BLOCK I CELL OVER OPENING a IN (3000 PSI) CONCRETE FILLED CELL IN (3000 PSI) CONCRETE FILLED CELL = (MASONRY) 8"X8".X16" CONCRETE BLOCK AT ALL DOOR AND WINDOW tX2 FIRRING @ 16" OR 24" O.C. -- AT ALL DOOR AND WINDOW (MASONRY) OPENINGS (SEE LINTEL SCH. FOR N OPE GS (SEE LINTEL SCH. FOR #5 VERT. REBAR IN (3000 PSI) DOOR OPENING I (2500 PSI) CONC FOIINDATIO MORE INFORMATION) p CONCRETE FILLED CELL 3/4" INSULATION R-4.1 I �` MOItE�IFORMATION) #5 VERT. REBAR iN (3000 PSi)-..-_-.,�__..__ I SPECIFSEE ICATIONSN FOR CONCRETE AND CONCRETE FILLED CELL /" DRYWALL (WALL) (SEE PLAN FOR LOCATIONS); - - - --. � � _ (SEE PLAN FOR LOCATIONS).• X8"X16" CON CRETE NCRETE BLOCK _ ROUGH BLOCK (NO FINISH} ] X G 16" OR 24" O.C. = STUCCO FINISH (MASONRY) WALL BEYOND 2 FIRRIN @ -- STUCCO FINISH I' (2500 PSI) CONC. FOUNDATION $" WIDE CURB POURED WITH ` 3/4" INSULATION R-4.1 #5 REBAR W/ 30 MIN. LAP SPLICE SEE PLAN FOR SIZES AND FOOTING \ - -- SPECIFICATIONS #5 REBAR W/ 36 MIN. LAP SPLICl bt FINISHED GRADE I FINISHED GRADE 4 4 (2500 PSi) CONCRETEIj'OIJNDATION va;`raa tararsaatt �• ur- mtal t 0, • ,� �r :+ , .: .SEE PLAN FOR SIZES AND bt?, . • , -- /r r,.- Iro SPECIFICATIONS) (2500 PSI) CONCRETE FOUNDATION 12.. SEE PLAN FOR SIZES AND '� I SPECIFICATIONS) - I moomwmam I it S - T IJLI lfi WALL SL�.;TIOI`� (FRONT ENTRY) PAUL WEL,ICHINC. TOPICAL WALL SECTION (GARAGE) __ � at��... TYPICAL WALL SECTION �tts:.. nts... AlE'CHAN/CAL ELECTRICAL C/Y/L ENG/NEERING 1984 S. W. BILTMORE.ST. SUiTE' # f 14 'l , I, PORrSr.. LUCIE, FL 3498.¢, PHONE' (772J 785.9888 L`MA/L PWELCHINCC)AOL.COAN PALIL LYELCH, PRE. FL�ffZQG/V0. 29946 A I L,fi1ji STUCCO CEMENT FINISH — CMU WATER RESISTANT COATING Li - (SEE WATERPROOFING NOTE #1) o. a . . 0 - FILLED CELL AT JAMB BLOCK (TYP) 1 x3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS WOOD TRIM CCORROSION RESISTANT FLASHING � \J "- R WATERPROOFING NOTE HIIPIFLASHING` Ix6 P.T. WOOD BUCK WITH SEALANT PER / 4 WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY w/ 1-)c_" CASE HARDENED COIL APPLY PERIMETER SEALANT CAULK--- NAILS 012" O.C. MAX. BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) \� SEE WATERPROOFING NOTE #6 �— ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. -EXTERIOR DOOR - UCK DETAIL_ SCALE: N.T,S. STUCCO CEMENT FINISH --- FILLED CELL A7 JAMB BLOCK (TYP) CMU WATER RESISTANT COATING (SEE.. WATERPROOFING NOTE #1) ° 1x3 P.T. WOOD FIRRING At-[., (3) SIDES CONTINUOUS WOOD TRIM 2x8 P.T. WOOD BUCK WITH SEALANT PER APPLY PERIMETER SEALANT CAULK—' WATERPROOFING NOTE #4. AND ANCHORED TO BETWEEN BUCK & WINDOW FRAME MASONRY WITH )4'0 (PFH) TAPCONS @ 3" FROM END (SEE WATERPROOFING NOTE #5) \ AND 6" D.C.(STAGGERED) TAPCON LENGTH TO PROVIDE 1-4 ' MASONRY EMBEDMENT. CORROSION RESISTANT FLASHING � SEE WATERPROOFING NOTE #6 PER WATERPROOFING NOTE #2 ANCHOR DOOR JAMB AND HEADER TO 2x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. SLIDING GLASS DOOR BUCKDETAIL ---------- --- SCALE: N.T.S. x WATERPROOFING NOTES. 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE.. WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESITANT COATING SI-TALL. INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN .WALLS OF THE OPENING 8µ MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN '[HE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID 1 BEI-41ND THE BUCK, COMPLETELY SEAL. THE ENTIRE.. END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL. BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEAL -ANT, 4. PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS, PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE, INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (oerv-j.. k , P--oT Rtcy) 5, PROVIDE CONTINUOUS 3/8" BEAD OF' SEALANI- ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT' AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND. THE. WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. STUCCO CEMENT FINISH Id I I I I I CMU WATER RESISTANT COATING - (SEE WATERPROOFING NOTE #1) CORROSION RESISTANT FLASHING - PER WATERPROOFING NOTE #2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) FILLED CELL AT JAMB BLOCK (TYP) o 10 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS - SEE WATER PROOFING NOTE #6 ANCHOR 1x4 P.T. (MIN.) BUCK WITH SEALANT \ PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY WITH 1—)2" CASE HARDENED COIL NAILS 012" D.C. MAX. —ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: WINDOW FRAME SHOULD BE COMPLETLY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK SCALE: N.T.S. (2) #5 IN FULLY GROUTED CELLS ADJACENT TO GARAGE DOOR OPENING AS SHOWN `\ 2x6 P.T. (SYP) WOOD JAMB FASTENED w/ 3Ax3-)"' (S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHCR (OR EQUAL) w/ 2" SQUARE WASHER SPACED 0.16 O.C. MAX. STEEL .TRACK BRACKETS 'TO BE Ff1STEJED TO WOOD 2x6 BUCK w/ PER GARAGE DOOR MANUFACTURER'S SPECIFICATIONS (OR AS NOTED BELOW) is 4 SI;?Pp..��y'^r7ii,'n�",dx.11.yn'::%:: OUG0 TRACK BRACKETS TO _PT_ UCK 7' HIGH DOOR: (7) 5Ae" x 1--%" LONG CORROSION RESISTANT HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. p �I �+ /� SCALE: N.T.S. CONTINUOUS FOAM IITERIOR AIR FASTENERS AS REQUIRED BY WINDOW MANUFACTURER AND WATER SEALANT PER WATERPROOFING NOTE #'3 ,—CORROSION RESISTANT FLASHING PER WATERPROOLIfJG MARBLE SILL `'TOTE #2 -CAULK SEAM AT WINDOW INSTALLATION (SEE WATERPROOFING NOTE #5) MORTAR OR CMU WATER RESISTANT COATING GROUT : (SEE WATERPROOFING NOTE #1) —SET SILL IN FULL. MORTAR BED )2' DRYWALL — - --STUCCO OR DECORATIVE CEMENTITIOUS COATING -..8' CM.U. FURRING TO MASONRY WALL PRECAST CONCRETE WIND RESISTANT FLUSH Sill_ AS MANUFACTURERD BY CAST-CRETE (OR EQUAL) DIL.�.Lm ._DETAIL ......... SCALE: N,T.S. FALL WELCH INC. &1ECHANICAL * ELECTRICAL * CML ENGINEERING 1964 S.W. HILTMORE ST. SUn7-#'1 f4 IPoRT SAINT Luc1E, FL 84984 PHONE EMAIL (772) 785"9888 PWELCHINC@AoL.COM PAUL, WELCH P.E. FL. REG. No. 29945 APR 1 1 2017 T NUMBER ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2011.EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF. ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY• 6) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 7) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SHAILAR ROOMS PER FBC AND NEC REQUIREMENTS. 8) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTERPROTECTION FOR ALL 125- VOLT, SINGLE PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 9) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 10) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 11) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 12) TIE ELECTRICAL I1 TO EXISTING ELECTRICAL SERVICE. 13) AT TIN TIME OF THE C.O. THERE MUST BE A CEH,ING FAN INSTALLED IN EACH OF THE BEDROOMS, AND A MINIMUM OF ONE CEILING FAN INSTAI LED IN ALL PRIMARY LIVING "AS ELECTRICAL LOAD CALC'S PER NEC HOUSE 2106 S.F. @ 3 VA 6318 VA S # 1/0 &t(® / TWO 20A APPLIANCE CKTS 00 LAUNDRY 15 1500 FPIs DRYER 5000 RANGE 12000 WH 4500 Daly 1200 REFRIG 1200 IRR. PUMP (OPTION) MISC 1800 15000 TOTAL 51518 VA FIRST 10 KW @ 100% 10000 Zofylp REMAINDER (a) 40% 16607.2 TOTAL 26607.2 MAIN MLo A/C HEAT @ 100% 12000 TOTAL 38607.2 VA 5a- 2✓0,4'�(o/Z"c 38607.2 240 = 161 AMPS USE 200 AMP PANEL AT HOUSE 1 Je C U fib, TIC •fob ON& OUT BUILDING 5 RECPT. @ 180 VA 900 VA p(LIVEM`44i�A 10 FLOUR. @ 64 VA 640 VA 1 LIGHT @ 100 VA 100 VA MISC. 33000 VA TOTAL 34640 VA 34640 �✓ �` /� �% �I } 240 = 144 AMPS USE 150 AMP PANEL AT OUT BUILDING MAIN HOUSE 38607.2 OUT BUILDING 34640 TOTAL 73247.2 73247.2 240 = 305 AMPS 1-ID'(E: LICE ALL G1J xAll -- EL-EGT21G<4l. KEY - - - 51�1C1L., POLE LGN buPtx� co�1�EIJI�NGE O�tf�'i Igo v SPECIAL. rue rosL C71J11-�( FAQ p Fp,N Bo>c/ uG��tf G1P.0'uUp FAULT PP:O'(EG�f�pt�l //l�CaFS... V./GFS phi SMok.E ��TE�'fo� OCo� CA2&oN-1aNaklDt; bE'tE�To2 i-fl E QLII P�1 EN i fji�GON til E[-'f mui.lal�J U I�oA 110/940V 145 O L-0 41 (o G0 C9 1 lb, ` 15n, Tn FBI pGf. ,S'Tr—e5 .,, GW P M M File Copy EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA! Ventilation rate. Ventilation systems shall be designed to have the capacity to exhaust the minimum air flow rate determined hiaccordance with Table M TABLE M MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS AREA TO BE VENTILATED VENTILATION RATES Kitchens 100 chin intermittent or 25 elm continuous Mechanical exhaust capacity o Bathrooms —Toilet Rooms 50 cfm intermittent or 20 elm continuous m --l.o Planning & Development Services Department 00-Offio & Code Ra ulations Division �Bui[ding g a,,2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: LEWIS RESIDENCE ' Project Address: 5304 PINETREE DR 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 localbuildingofficial. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED - (complete ail that aoplv3 1. DESIGN CODE: Florida Building Code 2014 Edition with 2014 Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed —Partially Enclosed Open 3. Risk Category: _1 XII_II1 . TV Exposure Category: _B X C_0 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft 5_ Mean Roof Height: 15 ft Roof Pitch: s :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on ail plan openings): 19.3 19.3 19.3 33.6 33.6 N/A Zone 1: -30.7 Zone 2: -53.5 Zone 3c -79.1 Zone 4: -36,4 Zone 5: -44.9 Garage: N/A 7. Design Loads: Floor: 40 PSF Roof/Dead: 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 S. Were Shear Waits Considered For Structure? X Yes _.Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes! Not Applicable Explain Why Not: _ 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? ----Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: i certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie n these plans provide adequate resistance to the design Y�1 5'1d6G�trZf tT' _t 0' J County, I also certify that structural elements depicted ra _ forces specified: Paul Welch P.E. 29945 / 5115 t Print Name Cert # & Co. Cert Auth. . Paul Welch Inc. ON PLAN 2/3/2017 Signature, Date, and Seat 1984 S.W. Biltmore St Suite #114 Port St Lucie, FL Company Name & Address i, �ilfil J Zl�y O t `'50 Calf fib �} fil y (j-'iAoz'rog 'T7 I 51-00-00 IL. - 35-00-00 - _- - - r CV co r r r r r r r r r r r M N � O O O O O O O O 0 0 O O O O O O O O U U U W W W W W W W W W W W W U U U CJC2 f CJ(3 T27 T25 T23 EJC1 EJC1 �I DO I EJC1 I EJC1 EJC1 EJC1 EJC1 EJC1 EJC1. 0 0 o N o EJO1 0 EJ01 - EJ01 7q i 7-1 EJ0 EJO EJ0. EJO'I -- EJ01 EJO'ii _........ T28 I K T2,c - u o T3C - O o T31 0 r CM. = y CJ01' - 3-00-00 2-00-00 �� r•I �� "y-- — /� C) \ CJ01 ,�� '77 y v��' 11-04-001-11 ENTRY SPAN ao U W U I o 6-00-00 � o o i .. O _. O -a O - c� O c C1 A 17-00-00 `"' C' 10-00-00 27-00-00 51-00-00 ALL CEILINGS FLAT @ 914" U.N.O. 16-00-00 FHatch egend, 91411 121 811 CJ02 CJ03 EJ01 EJ01 EJ01 EJ01 EJ01 0 0 EJ01 0 A EJ01 "' EJ01 EJ01 EJ01 0 O 0 0 0 i t PAUL WELCH INC. MECH-ELECT-CIVIL ENG. 1984 BILTMORE ST. #114 PORT SAINT LUCIE. FL 34984 PAUL WELCH P.E. FLAIREG NO.29945 I i 112017 File Copy NOTES: 1.)REFER TO HIB 91 (RECOMMEND) FOR HANDLING INSTALATION Ar TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERK BRACING REQUIRED. 2.)AII TRUSSES (INCLUDING TRUSSC VALLEY FRAMING) MUST BE CON DECKED OR REFER OR DETAIL V: ALTERNATE BRACING REQUIREMEN' 3.)ALL VALLEYS ARE TC CONVENTIONALLY FRAMED BY BUIL 4.)ALL TRUSSES ARE DESIGNED FOI MAXIMUM SPACING UNLESS OTE NOTED. 5.)ALL WALLS SHOWN ON PLACEMEI ARE CONSIDERED LOAD BEARING OTHERWISE NOTED. 6.)SY42 TRUSSES MUST BE INSTALLS THE TOP BEING UP. 7.)BEAM/HEADER/LINTEL (HDR) FURNISHED BY BUILDER. FWF`,1rst;::ioU 0 Jacksonville PHONE:904-772-6100 FAX:904-77 Tampa PHONE: 813-621-9831 FAX: 813-62E Freeport PHONE:850-835-4541 FAX:850-83.' BUILDER: Casco Construction, In LEGAL ADDRESS: 5304 Pinetree Drive Fort Pie rAT : Revis s Residence Rev. e er Drawn By: /3/17 CJ G We