12-250-012SHINGLE ROOFING SYSTEM (M
OVER 15# AND 30# ROOFING
(4 PLY MIN.) AND PRE -ENGR
AT 24" O.C. (TYPICAL)
SEE TRUSS MANUFACTURER
FOR LOCATIONS-017 APPLICI
PATIO ROOF
TH 2x8 RAFTERS AT 24" O.C.
NLY
FWNM 1. PRE- ENGINEERED ROOF TRUSSES 2 24' 0 C 8. ALL PERMANENT TRUSS BRACING SPECIFICATIONS TO BE i6 SEE DETAIL 9/S -3 FOR VALLEY DETAIL 3/16 ', = 1 — 0 „
PROVIDED BY TRUSS MANUR AND SHIPPED WITH TRUSS
2. 3 1 12 PITCH (MATCH EXISTING) WITH 24' OVERHANG (TYPICAL) ENGINEERING SIGNED AND SEALED BY n PROF. ENG. 17. ALUMINUM VALLEY FLASHING (TYPICAL)
3. ROOF PLAN FOR DESIGN PORPOSES ONLY 9. PROVIDE A MIN. OF 2 EACH. 1 1 /4'X 18' GA. GALVANIZED 18. TRUSSES SHALL BE DESIGN BY TRUSS MANUFACTURER TO WITHSTAND
TRUSS MANUFACTURER TO SUBMIT ENGINEERED TRUSS ANCHOR STRAPS, EACH SIDE ALL HEADERS BETWEEN HEADER AND ADDITIONAL WEIGHT FOR STORED ITEMS. LIVE LOAD CALCULATION.
DRAWINGS FOR APPROVAL, WALL STUDS UNLESS NOTED OTHERWISE. PROVIDE PLYWOOD PLATFORM FOR STORAGE, COORDINATE WITH OWNER
4. ALL HEADERSs (2) 2112' SYP #2 WITH 1/2'
PLYWOOD FITCH PLATE UNLESS NOTED OTHERWISE,
S. PROVIDE 2 EACH, HURRICANE STRAPS AT EACH GIRDER OF HIP
TRUSS. USE SIMPSON TS22 OR SANIBEL STRAP AT WOOD BRG.
WALLS OR SIMPSON HETA 22 AT MASONRY BRG, WALL OR
APPROVED EQUAL, ADDITIONAL ANCHORING MAY BE REQUIRED
ON TRUSS ENGINEERING.
6. NOT USED
7. ROOF TRUSS DRAWINGS TO BE SUBMITTED TO G.C. OR PROJECT
ARCHITECT FOR FINAL REVIEW AND APPROVAL PRIOR TO
FABRICATION.
10. HANDFRAME AREA= 2 X 8 RAFTERS W/ 2 X 10 HIP, VALLEYS,
AND RIDGES (TYP) a 16' D.C. (IF APPLICABLE)
11, ALL WOOD BEAMS OTHER THAN THOSE SPECIFIED TO BE SOUTHERN
YELLOW PINE #2 OR BETTER,
12, ALL BEAMS AND COLUMNS TO PROVIDE CONTINUOUS UPLIFT
ANCHORAGE W/ METAL CONNECTORS, STRAPS AND BOLTS,
13, DESIGN ROOF TRUSS FOR WIND LOAD OF 140 MPH.
14. SEE DETAIL 2,3,4/S -3 FOR TRUSS ANCHORING MODELS
15, SEE DETAIL 7/S -3 FOR ROOF SHEATING FASTENING PATTERN
19. CONTRACTOR SHALL INSTALL PLYWOOD PLATFORMS AT BOTTOM CORE OF TRUSSES
CDR STORAGE SPACE (COORDINATE WITH OWNER AREAS TO RECEIVE PLYWOOD)
SW 68 CT. S. MIAMI FLORIDA
LEGAL DESCRIPTION
LOT 2 OF SUNSET CIRCLE
ACCORDING TO THE PLAT BOOK 48 PAGE 5
MIAMI —DADE COUNTY, FLORIDA
DO NOT SCALE DRAWINGS. USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR
CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
3— SECOND GUST AND EXPOSURE "B” WIND ZONE
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