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HomeMy WebLinkAboutSite PlanPRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODEL# —APPROVj GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) GARAGE DOOR -26 -44 DAB DOOR STEEL SECTIONAL NOA# IMPACT (3) 5/16" X1-5/8" LAG SCREWS PER BRACKET @ I2" COMPANY, INC. 17-0919,11 O.C. WITH 1-1/4" M N. EMBEDMENT DOOR ZONE 3-28 -50 PLASTPRO SERIES 0 FL# IMPACT W ITW @ 14" MAX. O.C. JAMBS, 6"TYPE FROM EACH ZONE 4-34 FIBERGLASS 15210.4 CORNER WITH I-1/" MIN. EMEEDMENT AND 2-1/2" DISTANCE FROM ED SE METAL ROOF ZONE 1-24 -150 ENGLERT, INC. 1101 FL# N/A #10 X 1" PANCAIE4 EAD SCREWS @ 6" O.C. WITH 3/16" ZONE 2-40 11698.6 MINEMBEDMENT ZONE 3-60 -ROOF ZONE 1-24 -90 POLYGLASS USA, INC. POLYSTICK TU FL# N/A PEELAND STICK (SE 1f DHERED) ZONE 2-40 PLUS 5259.1I ZONE 3-60 I THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES N WARRANTY OR GUARANTEE BY THIS OFFICE FORTHESE PRODUCTS. CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A-GRA EACH 1377# (1) HETA 20 1810# (9) 10&1.1/2" KING JACK In BRG 743# (1) HETA 20 1810# (91 10dx1•1/2" ZN0 BRG 591# (1) MTS 16 990# 14)1Gdx1.1/2" HIPJACKS 11i BRG 157# (1)HETA 20 181011 (9)10&1.1/2" 2ND BRG NAILED PER TRUSS COMPANY I Russ 1NFURMA NON TAKEN FKUM MANUFAC I URER•S SHOP DRAWINGS. CHAMBERS TRUSS, JOB #MELVILLEGARAGE76893TRUSS ENGINEERING DATED 7 30 2020 ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C4063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. 1-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN, W CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS '/." MIN. rJ©TC'. Fob AOPLTtat-.�Fi C_ \�FOKN�r�T 1or�.1 SEE TYPICAL- v-4 P[1- SECT Ioti iF/e.Z®L 1r f LA.,y.a V- G-*,V 5 L V L risC— ory yol+S� bs¢-Itf' pU�-Z-�/0IC9� Zx4 st.oeY�,l�ca Pled" �r rttussEs @. �roca�. Gaptx,l,H. Q- { P-2 R1V�t� P,2 4 i-2 P-1 i1 e--C F-3 P-d G.faC,l.� ROOF SHEATHING NAILING WANE INFO. ZONE Pi REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD. ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD, ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD NOTES-2' 19/X PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM.D226. _ _o 1 'r, I 01 i 'Y'oeS(OI.T y3Lo�k- 0 r2" PIT: Zxc> 511 W/ ' "T.RF,�vNS � la" n, Cr rSSAfs. PiT, Z)<& 5LICK w' 1/z '1 Ivrs 0 LINTEL Stl1EDUL - MANUFACTURER• _-_ERE — LINTEL NO. LENGTH SAFE GRAVITY L AD APPLICD GRAVITY LOAD SAFE UPLIFT LOAD ' APPUED UPLIFT LOAD COMPOSITE BEAM ll 2'10" 8 74# 7034# RF24/1T-1B B74# 5591# 8F24/IT-10 L3 4'-0" a 75# 4R53# _ eF24/1T-18 L4 4'-6" 8 72# _ 429241 _ 8F24/1T-1B_ LS S'4" 742# 3607# _ 8F24/1T-1B L6 5'10" 6 36# _ 3295# 8F24/1T-1B L7� 6'-6" _ 8 60q _ 2959# -- 8F24/1T-1B LB T-6" -_ S - 1# __ 2571# BF24/1T-10 L 9 9'-0" _ 3J86q 1$110 _`_ BF2A_/1T iB 1. 10 _1_0'-6" 2 61# 14S8# _J 8F24/1T-1B L11 11'4" 242311 _ 1272# _ 8F24/IT-iB -CI-2 12'-0" 4_ 293# 1151# --- BF24/ST-18 L13 _ 13'-C 1 38# 962# L14 14'-V �1697# 887# __ _ _8F24/1T•18 8F24/11-18 L 15 14'-B" 2 45# 823# _ 8F24/1T-1B _L 16 _ 15'-4" 2 58# 767q_ SF24/1T-16 L17 17'-4' 1 09# 637# _ SF24/2T-iB 116 19'-4" 1 820SF24/1T-1B-- _ I RECESSED LINTELS -: _ -- MANU R CAS •CRET •.-_._ UNTEL LENGTH 'SA E APPLIED SAFE APPLIED COMPOSITE NO: G AVITY GRAVITY UPLIFT UPLIFT BEAM LO D .LOAD LOAD LOAD RL•1 4'-4" - Boon 1`105 4, 96 --- QIC BF22/1T-10 STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN, FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN, 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH so- MIN, LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3' BEAMS 1.1/2" COLUMNS 1-112" 6, FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED IT AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY, - G. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSI"AND WIND FORCES PER THE FLORIDA BUILDING CODE 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. B. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE V MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION, 9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2,6 A OF TMS 6021ACI 530.0/ASCE6 10, FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT, 11. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9..1 OF THE FLORIDA BUILDING CODE. "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. I 1-u41�7 G' Ad_c 1 ILF-F - S ylx �o,F Ga AX za A4570 VA oV tt '� v sic L r [mot!~ yam= 'tAk to0oo VA DOOR AND WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE .DOORS AND WINDOWS FASTENED WITH T-APCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH 1/," X 3-1 4" TAPCONS AT 12" O,C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SC REINS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 017 FLORIDA BUILDING CODE WITH AMENDMENTS. pr-1P V-- P C�E ZXte 1=•A9'(!fA, �11 ThTAI. _ 14,a50If"k t`_ ooF1LCN[ 1 �s „ )4050 R ' a ArAgy# (,(!a) +OOA -5111 ��A (To �u�FutsrR�eFS,vt�GE) L1�W�/s�-"L7n>P 5�:e-urc� (rf'l NT"rj 6TA, na,4PIrWG•u �5ERa�" atN fee 1--.- A,TICk • �) LNaPEIB(P Y M6 n3 t- 6-1 E>� w nod 8d NF 1Lsi CEe- �ooFNpl .- �� 3tr-nP�aFJ H�.�Tr. za C'�cz `•. fj(C_Ji-PCiI N� ge NEAls t_E •. .S PI�c P1..`1LuoDS> e'er.,., DF3 G BIt ( 4e Pr Ale. (!-:A, c F Wei r-) 1` IJTCONCTtETIE. PS 4dC-I�- � �� AaoT 'TZ0 is YrC-r_T-I ' a© • C p O A A S i1 C k -\v> t1 { ��SIQ 1t AAlJ�U Cow-, irT ' I/z" i/M hiK+ ARCHITECT Certification for Design Load ComDliancq, 1. 2. DESIGN CODE: Florida 1i4L9E.I.A"J,L�de 2017 Edition w/20_, supplements using ASCE 7-10 Structure Design is: , _ Enclosed _ Partially Enclosed Open Building Architectonic I 3. Risk Category: 11` n c —1 — III --IV Expogure Category: %,.B _C _D Adjustment coefficient Lr O 4. Design Wind Velocity ( „mph ASD _LRFD End Zone Width 6 ft. 5. Mean Roof Height 1�?-ft. Roof Pitch: CO :12 Parapet _ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @D f% 'MRH (worst case) Zone 1:-ZAY 2: � Zone 3:- 60 Zone 4:. Z6 F, AVENUE FOIERC, FLORIDA 34950 ORTT PIERCE, ,Zone Zone 5:• 54 Garege:'LtA T: 772 460 7751 7. Design Loads: Floor: � PSF Roof/Dead: 15' PSF Roof/Live 20 PSF Balcony: _PSF F: 772 460 4244 S. Dock: _PSF Deck:_ PSF Stairs: _ PSF Fence: i PSF Railing: _PSF Were Shear Walls Considered for Structure??5Yes WWVV.ARCHITECTONICINC.COM _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided?* Yes _Not applicable Explain Why Not: STATE REG # AA26003348 10, Minimum sail bearing Pressure.2000 P.S.F. COPYRIGHT 2020 PROJECT MELVILLE GARAGE ST. LUCIE COUNTY, FLORIDA - I5TDC�E/A, rr,;t41-j�, 1"-I a;=tsLa I- I I v• p•---- --0 I . CtP Tooitl�C'0 ICp,P, L8 W 1r`-\1=1L.I6 �=T-e� • r '/ 3 # S Ili,5' 7 N oL �,� RNVIEWE CODE COMj CE ST. LUCIE COUNTY BOCC`R/py®(p� I E AUG '1 9 2023 SI. Lucie County,: Permitting CLIENT I CONSULTANTS REGISTRATION ,• + VR e� Ip =nI%d111 IOIIIIr. • KEY PLAN SHEET TITLE / SHEET NUMBER '�� COPY I PROJECT NUMBER Z -Zpq ",� DATE y/F3/ra %14/ao?o