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HomeMy WebLinkAboutRevisions RECEIti'-ED MAR 3 12017 ���� File Copy OFFICE USE ONLY: DATE FILED.- 31 PERMIT# REVISION FEE: ���,1RECEIPT# r PLANNING&DEVELOPMENT SERVICES COUNTYBUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE I_ O/J g- s®� f \/j T� L ADDRESS: `'� G � f 6f` 1 el�Cz -777t 3q 4qS 2. DETAILED DESCRIPTION OF PROJECT REVISION !-A D 13 . C.fJ�2r' ��N e c n,o i5ed e i,j 4 LL 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#:C3 I OST.LUCIE COUNTY CERT.#: -7 0 BUSINESS NAME: V D r C QUALIFIERS NAME: /VI L /V' ADDRESS: '13 ^A-✓vl e C;%L CITY: a-t —t CRrerc STATE: r ZIP: 3 vr� PHONE(DAYTIME): 1-7a- �j 4,6-- 0 77Q FAX: -z-7 a- yep S=3.2 s� 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: V .s t'D T ai,'%r - L L C ADDRESS: Lo neo-14 !9±.^j O CITY: I e A,-V t fes—e,— STATE: /—L ZIP: 3 3 7 (o PHONE(DAYTIME): a FAX: Revised 07/22/2014 FOR SLOPED BEAMS, MAINTAIN VERTICAL EDGE�`._ ��_ ` NOTE: AND 5/8" EDGE SPACING [SEE CALL-OUT BELOW FOR#OF SCREWS File Copy SCREWS SHOWN FOR ILLUSTRATIVE R E C E I V-D HAR 31 2017 PURPOSES ONLY. DO NOT COUNT SCREWS ON DRAWING. #14 SMS @ 1"O.C. 2"x2"GIRT SECTION SELF-MATING BEAM (36 TOTAL) -NOTCHING BEAM AND GUSSET FOR CONTINUOUS GIRT /,, •r r; r r.: , i:r,r; NOT PERMITTED 1"x 2"x 0.044"OPEN BACK INTERNALY SCREW TO •� � i:::' r;r�;®,r .�; ��; r UPRIGHT W/ 2 x 1 1/2#10 '/,• '"/ i 'r j' r �: SMS &FASTEN TO EAVE ` r RAIL W/#10x 1 1/2 SMS f';:,: ::,;,,:% , ;'';:• :; ,';':/% . SPACED 6"FROM i %'" ;` >":.. ;; "j •i, ;;; '• ' UPRIGHTAND AT 24"O.0 ;/ f",, i ,j';r.. % r, %%'j' r• . r .,: X ; II ; : , : 5052-H-32 x 3/16"- + fr , " INTERNAL GUSSET PLATE-GUSSET TO FIT BETWEEN SCREW BOSSES %' -.',-' ////, r .' r• �r", ' T - SIZE TO 6" #14 SMS @ 1"O.C. 5"(MIN)-FOR BEAM SIZE (36 TOTAL) 6"&7" 6"(MIN)FOR BEAM SIZE 8", 9"& 10" ST.LLUCIT�niJ Tv RUILr�`•i0 nrYISION REVIENNIjCD FOR �'/IjI L--WNCE fix,_ REVIEWE B +- 41/2" FOR BEAM SIZE TO 5" RATE 3 < < 5 1/2" FOR BEAM SIZE 6"&7" PLANS AI D PERMIT MUST BE I{EPT ON JOB 61/2"FOR BEAM SIZE 8", 9'& 10" OR, NO Il\1SPECTION WILL BE Y�DV-- WIND SPEED: UPRIGHT TO BEAM CONNECTION VuLT = 150 MPH,VASD = 116 MPH SCALE: NTS EXPOSURE: C P _ .. RISK CATERGORY: 1 P ••.....��` S NSF PERMIT NUMBER: SLC-1702 0329 SUNCOAST ALUMINUM CONTRACTOR: F—LORID/jREG ISM FESIOPIALPCaJNEER ENGINEERING, LLC. The Porch Factory, LLC c� 13630 58TH ST.N.SUITE 101 JOB INFORMATION: CLEARWATER,FL.33760 DIFRANCESCO _ 8840 LONESOME PINE TRL STATE OF TEL: (727)532-9000 FAX:(727)532.9008 O �� FORT PIERCE FLOR�OP ' FLORIDA LICENSES: CA#28841 FL 34945 pNA\- �\\ © COPYRIGHT2010 /// �0 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN 111 PERMISSION OF SUNCOAST ALUMINUM ENGINEERING,LLC. THOMAS P.ARNETT,P.E.REG.#46043