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HomeMy WebLinkAboutBUILDING PLANV / 150' MAXIMUM - - - - I MATERIAL °A" � I I I I I I I I I I I KICKERS SHALL BE SPACED AT 6' O.C. I I OVER GARAGEDOOR OR OPENINGS. N DETAIL I _ I I I I � I I I I ANCHOR �BO EM CH COLMN (fYP; � \I NOTE: DOOR AND WINDOW LOCATIONS VARY, SEE CHART/COMPONENTS AND CLADDING TO VERIFY PRESSURE I MATERIAL 'A'RATINGS. ' L - - - - - - - - - - - - B El E2 E3 A FLOOR PLAN / FOUNDATION PLAN A-1 NTs SCREW IF a COLUMN ® COLUMN a 3 SCREW IF) o (3 SIDES) TIE PLATE (H) ma d BASE 1) TYPICAL REAR WALL COLUMN MAIL C TO BASE CONNECTIONS RAPIER 3 SCREWS (I a/ 6- INSERT ® *OWMN 3 SCREWS (F) 3) TYPICAL. RAFTER/POST CONNECTIONS SIDES INSIDE-- 2) TYPICAL COLUMN TO BASE SIDE CONNECTIONS COLUMN (A) OLUMN (A) � C SCREW (F) SCREW (F) TIE PLATE (J) m 9 ® SCREW IF) TIE PLATE (H O� KICKER BRACE TIE PLATE (4) RASE IN o0 SCREW IF) 4) TRUSS/WIND BRACE CONNECTIONS o� (� SCR RAFTER (A) po TIE PLA PL 5) 90- CONNECTIONS 6) TYPICAL KICKER BRACE TO RAFTER CONNECTIONS CONNECTION DETAILS NTS Man' A MEAL SIDING M1ATI! A METAL SIDING MAT' A MAR' A FLASHING 1 /2" WEDGE ANCHOR BOLT MINIMUM OF 2-1/4"EMBEDDED IN CONCRETE USE (1) WITHIN l p OF COLUMNS 4' MIN. CONIC. SL _ 2,5DO P.S.I. EDGAUGE REINFORCNG 416'CONTINUCUS MESHEBAR NOTE: TqLERNATE: FIBER MESH CONIC. WNWY BE USED INUEUOF WIRE MESH)NM FOOTING DETAILS A 1 NTS 1/2" WEDGE ANCHOR BOLT MINIMUM OF 2-1/4" IMBEDDED IN CONCRETE, AT 24" O.C. a a � a _ 4" MIN. EXIST. CONIC, SLAB NOTE: THE EXISTING SLAB MAY BE USED ONLY WHEN THE SLAB IS N GOOD CO ON WITH NO CRACIS TO ENSUR�THA THE SLAB ACTS AS ONE U R AND NOT IN FRACTION, " X 5" LAG BOLTS LOCATED WITHIN 4" OF COLUMNS. MATERIAL (A) Atem(C) 1/7 BOLT AND WASHER 4' x 4' P.T. PINE OPTIONAL - TIE -DOWN ANCHORS 4v W E MAN' PRODUCTS MODEL No. 7430A (30.09' LONG )OR "HOME PBDF" A046E0C. HW 4XELOCA19;AM OF 12"FROB COLUMN MINIMUM EMBEDDED DEPTH SRfa BE 26' IN UNDISTURBED SOIL b cot DEV CONNECTION DETAILS MATERIAL "A' MATERIAL "G" CONNECTION DETAIL 2 B BUILDING SECTION A_ j NTS - MATERIAL "E" MATERIAL 'D' MATERIAL'A' MATERIAL"G" MATERIAL'A' 50' MAXIMU.4 - . eM,'1JHLEVAT1QN. NTS F JIUt tLtV_A_ I IUIV A 1 NTS FRS SPACED 6' O.C. ) ENDS ONLY )N DETAIL 6 (MP) CONNECTION DETAIL 6 RTEAR ELEVATION H NITS H ------ PURLIN CAN BE USED ON ROOF AND SIDE TO PLACE SIDING VERTICAL 48' OC MATERIAL'P 6" - MANUFACTURED BY: GENERAL NOTES Factory Direct, Inc. 6450 Hoffner Ave, Orlando, FI 32822 (407) 380-3144 Office f407) 380-3145 Fax (866) 227-7678 Toll Free z l . ALL CONCRETE WORK SHALL BE 2,500 P.S.I. AT 28 DAYS. 2. MINIMUM SOIL BEARING SHALL BE ASSUMED AT 2,000 RS.F, 3. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH THE 2014 5TH EDITION FLA. BLDG. CODE AND ASCE 7-10 WIND CODES FOR 140 to 160 MPH ULTIMATE WIND SPEED IN WIND EXPOSURE "C". CC 4. ALL SIDING AND ROOFING TO MINIMUM OF 29 GAUGE G ATTACHED TO THE COLUMNS AS SHOWN. 5. DESIGN LOADINGS: DEAD = ,OAD ROOF LIVE LOAD 20 PSF 0- WIND LOAD = see table below 6, TYPE OF CONSTRUCTION TYPE II-B BUILDING CATEGORY [I) COMPONENTS AND CLADDING =C -0.00 PRESSURE SF VELOCITY ZUNI, ULTIMATE ROOF ALES LAZALLEL 140 MPH -17.4 -26.1 -43.4 +17.6 -21.9 +17A -20.8 150 MPH -19.9 -29.9 -49.9 +20.1 -24d +19.6 -23.8 160 MPH -22.7 -34.0 -56.7 +22.8 -27,8 +22.2 •27.1 COMPONENTS AND CLADDING =C=+-0,18 fEncloseal PRESSURE PSF VELOCITY ULTIMATE ROOF WALLS AVG PARALLEL 140 MPH -21.3 -30.0 1 -47.4 +21.4 -25.2 +20,9 -24.7 150 MPH -24.4 -34.4 -54.4 +24.5 1 -28.9 1 +24.0 1 -28.3 160 MPH -27.8 -39.2 -61.9 +27.9 1 -32.9 +27.3 1 -82.2 COMPONENTS AND CLADDING =C =+ -0.66 Enclosadil PRESSURE PSF VELOC ONE ULTIMATE 140 MPH -29,9 -38.0 •56.4 +29A -33.2 +28.9 760 ME- -39.7 -43.6 -69.6 +33.8 -38.1 +39.2 -37.6 160 MPH -38,3 -49.71 -72.4 1 +38.4 1 -43.4 1 +37.8 1 -42.7 WIND SPEED VS. LEG SPACING AND CLADDING TABLE DESIGN VELOCITY ULTIMATE 4' ON CENTER 6 ON CENTER 140 MPH 29 GA. 29 GA, 7 60 MPH 29 GA. 26 GA. 160 MPH 26 GA. - --all figures updated as of 5/12n 5... VILYRI V!' IVV11C1(IryLJ A 2.5"SQ. X 14 GA. TUBE B 1.76' SQ X 16 GA. TUBE C 2.251 SQ X 14 GA. TUBE D 12X3(44TEKSCREW - E 12/14 X 7/8' MK SCREW/ LAP SCREW F 14X3/4"TEK SCREW G 26/29 GA. METAL SHEATHING H 18 GA GALV. PLATE 2" X 5'S MPSON STRONG TIE A-21 1 20 GA. HAT CHANNEL J 18GAGA1VANGLE2'X 1)W FLORIDA PRODUCT APPROVAL CHART PRODUCT APPROVAL NUMBER MANUFACTURER DESCRIPTION R.17484.7 JELD-WEN PERSONNEL DOOR FL17946 EUXER PERSONNEL DOOR FL12765 US -DOOR ROLL -UP DOORS FLI R.5"4, FL567279, FL6684,FL6678 CLOPAY SECTIONAL DOORS FLI5080 WINDSOR SEcnOft AL DOORS FL9865.3, FL9557.1 UNION SHEETHNG FL14081.1, FL15724 FABRAL SHEETHING FL11240.1, FL11240.2 FL11238.1, FL11238.2 PALRAM SKYLIGHTS FL12940 POCAHONTAS WINDOW MATERIAL "A' (IYPj DESM NAY WINDOW LOCATION (OPTIONAL) (A G�ABUE�ND PLAc b 1b01R5 CONNECTION DETAIL 5 WIDED (IYP) CON ECTION _4 -- WA 5 wpm DMATEM �ETAILNL55 �N CONNECTION 5 (2) MATERIAL'A' (TYP) DOOR LOCATION (OPTIONAL.) (2) MATERIAL "A' (TYPO see table we table 1 B' CMAX m zcri W ENGINEERED PERMITS, INC. W 311 SOUTH WOODLAND END. Z SUITE DELAND, FL 32720 Fj/T� PHONE 386-734 OM FAX: 386-7348226 Z CERT NO.26298 W EMAIL: ep1198pielgm THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: �1 NTO_7C�4 aW IN IMPACT RESISTANCE G 1 (Int.) MAY P H17 oG PERMITTING St. Lucie County, FL IQP DRAWING / SUBMITTAL RE APPROVED 0 APPROVED AS NOTED REVISE AND RESUBMIT (]REJECTED Architectonic Inc. Fort Pierce, FL 34950 BUILDING SECTION PERSONNEL DCDR / ROLL -UP DOOR SUANNE[ THESE PLANS AND ALL BY ARE SUBJECT TO ANY NIS Q.LidE? f°0n.; REOUIRED E'Y IRE'LD INS NOTE ON ROOF SECTION MAY BE NECESOAf Y IN PIPE FRAME AT 60' O.C. OR LESS COVERED BY 26 GA. CORRUGATED STEECOMPLY WITH ALL APPi (SHEETING TO BE CONTINUOUS OVER THREE OR MORE SUPPORTS) SEE CHART (D) 12x3/4'TEK SCREWS TRUss/POST Or.) pvP ,nAP W'3'clReWs .T. )Vya. II � II II II ST.. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP 8 REVIEWED BY PLA AND DATE i7 PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 1211012015 :42:57 PM (E) ' TEKSCREW /lHP SCREWS (D) 12X1"TEK SCREWS (IYP.) bit L.•� La. "n. LA DETAIL INIJ Co oft jr \� 'OiNCEALED FASTENERS 0R AILT ARE THE RESPONSIBILITY OF THE L:\Factory Dlrect\Foctory Direct Master FIIes\EPI Master FIIes\F'octory Direct C-4.dgn N U Z z F Ea Cl- c 22-T _m �U C:)Q LU O m CTIONS ui 'CTORS THAT a @R TO _ 1 m wit - �za ALI g Cv4 SHEET N0, A-1 ME Idr WC ME 61p, PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES DESIGN TYPE (WORST CASE( PRESSURES DOOR ZONE 4-32.9 -so JELD-WEN FINISHED FL# IMPACT 3/16"TAPCONSLM 14"MAX. O.C., 3"ON CORNERS ZONE 5-32.9 GLADIATOR 174SCI WITH A 1-1/2" MIN. EMBEDMENT AND 1" EDGE DISTANCE GARAGE ZONE 4-3Z.9 -41 JANUS SERIES 3100 FL# NON- Y,"-14X1"SELF DRIWNG SCREW@ 12" O.C. DOOR ZONE 5-32.9 12765-3 IMPACT WINDOW ZONE 4-32.9 -41 POCAHONTAS 100 VS FL# NON. #6X 2-5/8"SCREWS LD 8"MAX. O.C., 4" MAX. ON ZONE 5-32.9 VERTICAL 12940.1 IMPACT CORNERS, 1-1/2? MIN. PENETRATION AND 1" MIN. SLIDER DISTANCE TO EDGE ROOF ZONE 1-27.8 -47.2 UNION MASTER RIB FL# #12-14x 1" LONG SELF DRILLING SCREWS WITH WALL ZONE 2.39.2 CORRUGATING PANEL 9555.9 SEALING WASHERS, AT END SUPPORTS @ 3.5"-5.S"- ZONE 3 -61.9 COMP. 3.5" O.C. ACROSS PANEL WIDTH, AT INTERMEDIATE SUPPORTS @ W O.C., ACROSS PANEL WIDTH THE SEAL HEREUN6PRUVIULUUNLY I OINWI It UURntvttWANUAVFRUVALrvn Uat VrrnuuuuaUmtUrUn ,--1 �..1 PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEEKS CERTIFICATION AND IMPLIES NO WARR%NTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. F—[C4-VrT `7 1. FOUNDATION SCHEDULE S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 18" DEEP X 16" WIDE MONOLITHIC FOOTING WITH 2 # 5 BAR CONTINUOUS. Certification for Deglan load Comallance 1. DESIGN CODE: Florida 9 19e1JTh*Lcode 2014 Edition w/20 _,_ supplements using ASCE 7-10 2, Structure Design is: i� Enclosed�Partially Enclosed_Open Building 3. Risk Category: _II _III _IV Exposure Category: _B )C C D Adjustment coefficient{ 2 I 1 4. Design Wind Velocity I%Omph ASD — LRFD End Zone Width ft. 5. Mean Roof Height:lfo ft. Roof Pltch: /Z�12 Parapet ___,_ ft. & Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 ' MRH(worst case)) Zone 1: -Z9^aZone 2: - 3i Z Zone 3: -Pe0 Zone 4 - 3Z:R Zone 5: -32�Z Garage•'2M3 7. Design Loads: Floor: -2 5- PSF Roof/Dead: 2 PSF Roof /Live Zo PSF Balcony: _-___PSF Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF R. Were Shear Walls Considered for Structure? ?C Yes _ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? �'Yes� Not applicable Explain Why Not: 10, Design Soil Bearing Pressure:2000 PSF S t—:- C -F-0k "l© I--� I -. • I/S51r L s� W J J ARCHITECT Architectonic Inc 806 IDELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 72 460 7751 F: 772 460 4244 W W W.ARCH ITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT STAMM GARAGE ST. LUCIE COUNTY, FLORLDA CLIENT CONSULTANTS REGISTRATION r — p�S OF� FL ELJ' 9 898 CiS. • �t ���� a4� MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION i KEY PLAN SHEET TITLE / SHEET NUMBER NUMBER 7 BER 2 1837 IPROJECT DATE *13/f /1 -7