Loading...
14-516-009ALL PRESSURES ARE IN POUNDS PER SQUARE FEET 0 BEAM SCHEDULE CONNECTOR TYPE MANUFACTURER CONNECTION TO REINFORCEMENT REMARKS MARK TOP BEAM SIZE SUPPORT MEMBER No./TYPE OF FASTENERS /BOLTS: No. /TYPE OF FASTENERS PER ANCHOR: —67.20 PSF ZONE 3 ELEVATION PSF, BOTT. TOP STIRRUPS 4" EMBEDMENT IN CONCRETE TB -1 + 8' -2' LOW POINT + 8' -5' HIGH POINT 8" X 12" 2 #5 2 #5 #3 @ 12" —49.0 PSF RB -1 VARIES 8' -2' LOW POINT $" X 12" MIN 2 #5 2 #5 #3 CAA 12" 968# 543# 8' -5' HIGH POINT No. 13- 0206.17 a RnnF TRUSS CnNNFrTnR SCHFni 11 F MK CONNECTOR TYPE MANUFACTURER CONNECTION TO ALLOWABLE GRAVITY (LBS) UPLIFT (LBS) L1 (LBS) L2 (LBS) ACCEPTANCE NO. SUPPORT MEMBER No./TYPE OF FASTENERS /BOLTS: No. /TYPE OF FASTENERS PER ANCHOR: —67.20 PSF ZONE 3 —17.0 PSF, A FAI NVTHS -220 STRAP WITH SEAT NU —VUE 4" EMBEDMENT IN CONCRETE (5) -10d x 1 -1/2" IN STRAP N/A 1,032# 560# 525# No. 12- 0130.35 —49.0 PSF © TRSS STRAP NU —VUE (4) -1/4 "x 2 -3/4" EMBED TAPCONS (5) -10d x1 -1/2" N/A 968# 543# N/A No. 13- 0206.17 a ROOF PLAN NOTES 1. THE ROOF STRUCTURE IS 5/8" CDX PLYWOOD ON WOOD JOSTS @ 16" O.C. PLYWOOD NAILING: 8d RINK NAILS @ 4 "o.c AT PLYWOOD EDGES AND PERIMETER, AND AT 6" INTERMEDIATE. SEE DET. 4/S3 FOR DIAGRAM. 2. SEE PLAN FOR GRAVITY REACTIONS DESIGNATED AS "P "(IN KIPS) AND OF UPLIFT REACTION DESIGNATE AS "U "(IN KIPS) 3. SEE ROOF TRUSS CONNECTOR TABLE THIS SHEET FOR UPLIFT AND LATERAL LOAD CONNECTORS. VIA PROVIDE A" SPACING AT PANEL EDGES // % /� 2x WOOD JOISTS @ 16" O.C. (SEE PLAN) 4' x 8' CDX PLYW00 SHEATHING MIN. 5/8" THICK MAX. SPAN 24" / 8d RINK SHANK NAILS AT 6 "o.c. INTERMEDIATE 2x WOOD FASCIA SEE TYPICAL WALL '.. r SUPPORT AND AT 4' o.c. AT SECTION NAILED W/ 2 -16d NAILS ALL EDGES & ERIMETER. @ EACH TRUSS A" SPACE AT PANEL ENDS WIND LOAD CRITERIA: ASCE 7 -10, V =175 MPH CATEGORY II, EXPOSURE C, I = 1.0, Kd= 0.85 BUILDING ENCLOSED WIND PRESSURES FOR COMPONENTS & CLADDING ZONE 1 —17.0 PSF, + 40.0 PSF ZONE 2 —17.0 PSF, —67.20 PSF ZONE 3 —17.0 PSF, —102.0 PSF ZONE 4 —37.0 PSF, —40.0 PSF ZONE 5 —37.0 PSF, —49.0 PSF PLYWOOD U.T.S. PROJECT NUMBER ROBERT A. GUZMAN, P.E. 15966 S.W. 98TH STREET. MIAMI, FLORIDA 33196 TEL 305 -519- 7, FAX. 305 -408 -1095 0 FL EG.3o* 6 7 ; �f O l py °t.. r� -e� \. REVISIONS No. DATE DESCRIPTION I !Q11 CJ U NAVV IN DRAWN BY : R FORAKER PROJECT No * SCALE o 0 ct> w U 0 => 0 CO 11110, UH I t U NAVV IN DRAWN BY : R FORAKER PROJECT No * SCALE 1/4" =12" SHEET ct> w U r s-n2 CO c o < o Q 00 a W C) (� U) a U) W 0 °� z Of Lli z o o LL Q w Ld w W Q � _ Z L (f) O_ CL a. O C UH I t U NAVV IN DRAWN BY : R FORAKER PROJECT No * SCALE 1/4" =12" SHEET no 7 OF 7 s-n2 RUBEN J PUJOL al- ARCHITECT N.A.CA. AR# 0010458 PHONE No. (305) 968 -2155 12237 SW 204 TERRACE MIAMI. FLORIDA 33177