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HomeMy WebLinkAboutPLANS_� ill -cam z 1 N1, rF 6x6_6/6 m N A N 0 O N m #3 stirrups @18"CTC 12 4-#5SEC A -A WWF 6x6_6/6 w °(min) m rn N N ? 0 3 (I Z #3 stirrups @18°CTC 17!7 1 6-#5° 8°x8° CONCRETE STRAPS Sr— =G B B @6'O/C 36-51 lll� 37'-6" NOTE: 4" THICK CONCRETE SLAB -ON -GRADE w/ ONE LAYER OF WWF 6x6_6/6 1 /8"xl'r DEEP SAW CUT CONTROL JOINTS AT NO MORE THAN 15' O/C. B E THE RESPONSIE)LRYOF THE CONTRACTOR OF RECORD GARAGE DOOR IS A JANUS INTERNATIONAL MODEL 3100. SUPPLIED BY CUSTOMER. ST LUCIE i 1E E P iVS ALA �RCPQ Ep WOR1 BU►LDIN ARE SUMEOTOAW-CMEC10tl; REVUE Ei €iUIIIEa Pon coax �Y7FiEL©lNSPECIUR5 Wy M SC ARY lllolw ii m COWPLY Iff1TH ALL Appnu&L F- CCDi~3. DATE PLANS AND PER IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 3/16" BRACKET w/ 5/8" O/C ANCHOR BOLTS x 8" MIN. EMBEDDED AND 2" PROJ. ANCHOR BOLT A307 OR A36 EMBEDDED MINIMUM 6" 1/2" DIA. BOLT REQUIRED UP TO 25'-0" WIDE 5/8" DA. BOLT REQUIRED 30'-0" WIDE AND GREATER MAY USE DRILLED WEDGE TYPE ANCHOR L BRACKETS AND ANCHOR BOLTS NOT SUPPLIED WITH BUILDING L BRACKETS MAY BE PURCHASED FROM YOUR US BUILDINGS SALES REPRESENTATIVE OR LOCAL HARDWARE STORE SCANNED BY St Lucie Coul GENERAL NOTES FOUNDATION NOTES ENDWALL PANEL DATA DESIGN DATA IN ACCORDANCE WITH ANSUASCE 7-10. ARCH PANEL DATA s0 MINIMUM ROOF LIVE LOAD (PSF) = 37 Q0® �y j-8 ® f U.S. BUILDINGS 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH (IF EQUIPPED) ® �� y ® 355 INDUSTRIAL PARK DRIVE THE REQUIREMENTS OF THE LATEST REVISION OF THE 1. THE FOUNDATION SHALL BE FOUNDED ON NATURAL UNDISTURBED Pg: GROUND SNOW LOAD (PSF) = 45 Florida Building Code 6th Ed10on 2017 SOIL CAPABLE OF SAFELY SUSTAINING 1000 PSF. THIS SHALL BE V: WIND VELOCITY (MPH) = 160, FRCP. C 4` I @® ° ° ° A 1 ®° e�%�® V BOON E NC 28607 DESIGNED TO FULLY RESIST ALL ROTATION AT THE BASE OF THE SEISMIC DESIGN CATEGORY=D tV ``` DESIGN ACCORDING TO AISI CFSC-LRFD AND WITH 0 °oo °° ® DRAWN BY: APPROVED BY: REVISIONS: ANSUASCE 7-10. ARCH. BOLTS: 5/16° X 18 X 3/4° GRADE 2 SAE OR ASTM A307 O m . o o RC 2. NO LOADS OTHER THAN THOSE GIVEN UNDER 'DESIGN 2. SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED SOIL STEEL ROOF PANEL GAUGE = 20 GA 4 o Q (1 J ® s DATA' BELOW SHALL BE IMPOSED ON THE'STRUCTURE' CAPABLE OF SUSTAINING 1000 PSF WITHOUT APPRECIABLE STEEL EAVE PANEL GAUGE = 20 GA ® ® N ® 8. , 8 o Q SCALE: N.T.S CHECKED BY: 3. THE STRUCTURAL DESIGN OF THIS BUILDING IS BASED ON SETTLEMENT. STEEL SIDEWALL PANEL GAUGE = 20 GA O ® o 3. A CONDITIONS WARRANT. ENGINEER SHOULD BE RETAINED WHERE SITE 1 O m ° m DATE: 10/15/2018 ORDER NO. 90-33687 ASSEMBLY IN EXACT ACCORDANCE WITH ERECTION PLANS STEEL ENDWALL PANEL GAUGE = 22 GA 7�' U m CONDRIONS WARRANT. & INSTRUCTIONS. FAILURE TO FOLLOW THESE PLANS SHALL GALVALUME SHEET STEEL U �' STATE � e BE THE SOLE RESPONSIBILITY OF THE ERECTOR. iz Q m e S a� `�� ° 6 CUSTOMER: 4. BUILDING MUST BE GROUTED IN PLACE ONCE THE ARCHES STRUCTURAL QUALITY ASTM SPECIFICATION A792-94 �, 1 I e Z/g ° f i� ® BRIAN DU NCAN DESIGN DATA 7Ao o �C,/ ARE ERECTED AND TIGHTENED IN ORDER TO REACH FULL (MATERIALS) 55%ALUMINUM-ZINC ALLOY (HOT DIP COATING) ✓lgoo �� , ®e �o© PROPERTY 405 SE ABETO LN LOADING CAPACITY. BUILDING IS SUBJECT TO COLLAPSE AZ55 A''ll��i-�� • . 1. CONCRETE F'c = 2500 PSI @ 28 DAYS, ACI 7 ,(� e . IF NOT FULLY GROUTED ACCORDING TO INSTRUCTIONS. ASTM A792 GRADE 50 6> '�� ° o e o d A 0 0� CITY, STATE: ZIP: 2. REINFORCING STEEL GRADE 40, Fy = 40 KSI, ASTM A615 ® �� ^� PORT SAINT LUCIE FL 34983 5. GROUTING NOT NECESSARY IF USING INDUSTRIAL ARCH 3. W.W.F. Fy= 65 KSI, ASTM A185 50 KSI MINIMUM YEILD CIO �' ' CONNECTOR. 4. CONCRETE MIX SHALL CONTAIL I#/BY FIBER REINFORCING 65 KSI MINIMUM TENSILE 18 �Q 4��" MODEL: DWG: pd a n . o R 100 A30-14x36 GENERAL ARRANGEMENT