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Home My WebLink AboutPLAN 9-12-18_T LINTEL # LENGTH/TYPE I SAFE GRAVITY LOAD I APPLIED GRAVITY LOAD SAFF UPLIFT LOA'11) APPLIED UPLIFT LOAD COMPOSITE BEAM L-1 4'-6" 54" U-LINTELS 6113 1 1072 2774 554 8F16 [B-IT L-2 3'-6" 42" U-LINTELS 6113 1 1072 3547 554 8F16 IB-IT 13 5'-10" 70" U-LINTELS 4360 1 1072 2093 554 8F16 IB-IT L-4 6'-8" 70" RECESSED 3120 1072 2204 554 8RF14 IB-IT L-5 7'-6" 90" U-LINTELS 2661 1072 1634 554 81716 4134T L-6 3'-6" 42" U-LINTELS 6113 1072 3547 554 8F16 IB-IT Y o'1 L-/ Gt 1n+) ^'In)1lr 1' 1*ITTi f J -1V I V-L t111 LL1 e't LA YJVV IA9' 1.V /G 'lnn'1 AV7J --, JJ`F OT,L In 'IT 01 `1V 1.U-L 1. L-8 13'-4" 160" U`-LINTELS 1_075 1072 545 554 8F161B-IT L-9 1 V-4" 136" U-LINTELS 1366 1072 795 554 811716 1BAT L-10 17'-4" 208" PRESTRESSED 1326 250 520 200 8F16 IB-1.'T L-I1 9'-4" 112" U-LINTELS 1843 1 1072 1133 554 8F161B-IT L-12 13'-4" 160" U-LINTELS 1075 1072 606 383 8F16 IB-IT L-13 „ , 10 -6 120 U-LINT.ELS 1052 100 5.5.. 100 8F14 IBIT L,-l4 L-"15 3'-6" 42" U-LINTELS 6'-6" 78" U-LINTELS 6113 3480 1072 1072 3547 1 1880 554 554 8F161B-IT 8F16 1B-IT L-16 19'-4" 232" PRESTRESSED 1037 82 1 446 64 8F22 IB-IT No,rE: WIJE.N LINTEL IS IN VARIOUS LOCATIONS, WORSI CASE LOA1.)1NO 1s NrtuWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCRE13 LINTELAS NOTED ON PLANS. 27' - 4" 11'-7" 1 V-8" 4'-1" H3 SH } HB H35 SH Q-u - ■.I 11 IIHI 1111H H111 11111111111111111I I III I IN I1II 1*111111 I 6'- 8' ■ I Q a_ WI >- 19' - 4" ASTER BDR, .VAULTED CEILING Planning & Development Services Department Building & Regulations Division Product Review Affidavit Planning &Development Services Department Building Permit # Owners Name C 4 N 1 `S Applicant: - x, Building & Code Regulations Division -T` A"" `5 C.''C"' 2300 Vir inia Avenue Fort Pierce FL 34982 —17721 462-1553 Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Desi n Pressure Number Type Windows _g r /` Ili?i"'� f LTJC� (`t4QE#l-Q(si,'�STa�4 ,�T t/`� )3/�t^ n.tre �snx3e_, eaF✓ Via,. C�a f2" ;l I�7 �,�•, Mullions �, % . (�'j` 1 T4 Vs E`^V_i LN s--;. , ` 1`1 o1'�% ,? ':Q(9 , D t ' J A4• t `�' � J, �' � i� .. G�,.5 4 f? v n ca. + t,.{ .'f f.2..�`.,. as h•.� Fixed Glass `%. c�4 � > �Ld i°10A'A liO� -0614, �} TI � / � . tArA&_- �`I 1..4,��•�Y` �cF t � T � � f4AA I�.FJ61 PA /4'A.,4 1S/4M�nt,� — .ice 1+. r Al f! '"�. 0l C r Skylights �`` �- F'A,�,"FrIt-to X VL*15210 1 t4E4_ t/4xr `'!�, -r, "tis r 1A w,,e (7 TA = n,o,5.,> .,A T 01e Swing Type /— 4 FL Ti 1Z145 IMq� _W/14' t/As I M"n, r4I.>n•,,C. L-• 0.Q54 ssaCF „.'.yAF1_/rJ.„r ta 1e*.Fe,' 4�ftoY<,A. French Doors f — 5 ca FI.AST FIZZ o), 5 2101 (, 1410A61/� '"n 1'/4' 1-kI" P-" ^--T Cv l!4 ' cl f - tiN.t> — 1 4rQ /-44 $'t/fil1 µ�q�*}�-019.1i Ml? � 1 S/$ 'Y L-�A Co � .,, GarageDoors �-h s,... 54!_1e--1- 7 � Hurricane Protection...-�,...p-"�-7,`,.....,_,. _ry .._. _.,....._�., ..-..-,,..... �,.._.. ,._,__•-.. _ . ._�: �.- _ ___ w 0821, 21 pltlIa mac �7`` Roofing Material I A 'TA, TLa 9 5V 1-144;51t 4,,� i g , NOTES: Certification for Design Load Compliance 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL, DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. Project Name: CONEY RESIDENCE 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. Project Address: TROWBRIDGE RD 3) ALL WRITTEN DIMENSIONS ON THESI' DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. Permit #: Occupancy Type: R Construction Type: V 4) ALL CONSTRUCTION h1UST COMPLY 'VWITH THE FLORIDA BUILDING CODE INSTRUCTIONS FOR USE: (FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014 MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2011 EDITION. • This certification must be completed, signed, and sealed by the design professional of record. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: TERMITE r;NF STATION AREA PER FRC3n1- o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. N m , Note: For not required for interior renovations provided that no exterior structural elements are affected and t- certain minor building permits at the discretion of the local building official. Contact the # above for questions. cvµsyNS ' -`-" • ``•---- •° DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) ------ -� a _ ` , 1. DESIGN CODE: Florida Building Code 2014 Edition with 20 Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed Open I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the 3. Risk Category: _ I X II III IV Exposure Category: B X C_ D wind loads and forces specified by current code provisions. 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft P.E.PAUL WELCH ON PLAN 1 5. Mean Roof Height: 16 ft Roof Pitch: 6 :12 Parapet: N/A ft Name: Signature: 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): PAUL WELCH P.E. 29945 19.3 19.3 19.3 33.6 33.6 31.8 Design Prof: Cert. No. Date: Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: -30.7 -53.5 -79.1 -36.4 -44.9 _41.5 -- -- - - - 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: 40 PSF Fence: N/A PSF Railings. N/A PLF / CONCENTRATED 41'-10" 20'-0" 8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: 12'-7' 4' 12 ' -7 -4' 12-8 4 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 t I County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: o Paul Welch P.E. 29945 115 r` I i / 5 co 0 � d- COVERED PORCH Print Name Cert # & Co. Cert Auth. Paul Welch Inc. ON PLAN 12/21/2017 0 — I M o I 8'-4" CEILING I (� I Co Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL co = I co I I 25 ISH Company Name & Address 1 o SLCCDV Form # U20-12 Revised 3/15/12 (JS) 1♦ I N c WI F -TV_ C09)286� I a�" r s ow[ --„ 4068 ■ 8'- 6' 18 -3 14= 5 B.F 4'-2" 4'-p„ ,-0„ 2, 0„ _ _ x ��-... - ■ rQ0 - we - sHoJ _ (2)- 5 SH L v ' z — U.. .... ....................................... .......... 1 — N �� _ 12068 FR DR 60 `L z_ 0 2868 I - aDINING I — - S P A I _ THESE PLANS AMC) ALL PROPOSED WORK Q0 . ................TUB T LILTED CEILING BEDROOM #2 q ARE SUBJECT TO ANY CORRECTIONS El �� . REQUIRED BY FIELD INSPECTORS 3068 � 0 I WIC 6068 8'-0" CEILING MAY FiE NECESSARY IN ORDER TO THAT I B.F. — A I I B.F. - C`�'F'`,A 4VrTN ALL APPLICABLE CODES. ■ `, S 4'-4" 41'-65,-8° 14'-4 `�0N Ln ..^\'. --rat GREAT ROOM 0 VAULTED CEILING 00 LEI .. II _ - ST. LucTE CO[JN'TY Ei>1LD' 2868 00 D FOR r'�E D - REVIEti�TMICRO //1`.. :AB. to L OVEN W/ NrED �co 4068 RE ET DATE `D��Z:B.F: N 17 Uwz w p- OB u7 — �y PLANS 2 ND PER T 11iUST BE KEPT O 1 o . ... _ 3— 8 4— 0' ------------- 4 —_— = cj NOI`�SPECTION«7LLBI MADE.- _ a , 1 t 00 t1 —i O o „ „ ■ d 0? D I -N �1 0 1 a I N z o° i 2 -8 3- �� 6068 6068 = $CANNA o — —i o D 0 ,/ 11 B.F. B.F. r � Co N �' o I I -° � 6'BY _I mo I 2—CAR GARAGE aT LUCIE COUNTY' z i;7 = lK LW 0ETCH N /:::::::...:......:.::::::...:::,.:...:::::::::..:..::::::.. :::::, ..:::.::::::::: - ro 0 0 I 10'-0" CEILING VAUL ITED C ILING /\ I _ c'�6' _00 0= I I —� TABULATION z I I •:,) �7 r ISLAND 068 I _ �y "' °° - N _ LIVING2,814o Imo'/ I B.F. I o0 I .'. j REF I PREP 0 ' BEDROOM •#3 ISLAND ) r�5'-8FOYER 8'-0" CEILING STUDY L: LA ENTRY PORCH 228 VAULTED CEILING I WALK—IN �_ - - -' REAR PORCH 598 .:.::...: PANTRY o 2068 — 26'-0" ' 5 -0 I 11'- 40 4" B.F. 4„ 14'-4„ 6,_2„ I 2' 0„ . 14'-4 ■ -- - ---- I - � GARAGE 622 - wc �> BREAKFAST `r' I 306 II = TOTAL SF 4; 262 N it IIIIIIII IIII• :III IIII!IIIIIIIIII ! �IIIIII N' ! IIII•I I•}' _ IIII II II!� I III 1I1 aH I 25 SH��..,.,Y; 3068 W 2 12 (2)- 5 SH C� 2 F D. RD. 35 SH ,.�. »: ,. 25 SH ?� 35 [SH,,,, 3,1„ C VERE ENTRY PORCHI 10,_8„7,_8,_- „ „ g' 4" CEILING „ I 0 6'-2" 15'-0 10 7 2'- 8 2 -8 3 -1 12 -8 1-9 r SITE=ET PIUMDER — ■■ ■,■ ■■ ■■j PA UL WELCH INC, of 26'- 8 42 -6 ` 20'-0" MECHANICAL ELECTRICAL CIV/L ENGINEERING _ -. ,► f 984 S. W BIL TMORE S7' SUITE # ,thl h I'I!'� i`11 .. I ► l - I I ! - I i PORrST LUCIE; FL 34984 a Copy .r... ...-- _._ - _ _,. . -. - - --- PHONE (772) 7.95.9888 E MAILPWEL CH/NCCOA OL. COAf PA UL I/VE•L CF1, P. E. F'LA REG NO. 29945 ,I L A G23201