12-836-003STRUCTURAL NOTES
GENERAL NOTES:
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON
STRUCTURAL DRAWINGS. AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING
CODE LAST EDITION, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 350, ANSI
SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS 1989, AND AISC
SPECIFICATIONS.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE
CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A
DIFFERENT DETAIL IS SHOWN.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS.
FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS
COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS
WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR
TIE DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE
PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
DESIGN LOADS:
THE STRUCTURAL FRAMING WAS DESIGNED USING THE FOLLOWING SUPERIMPOSED LOADS. DESIGN
WIND LOADS WERE DETERMINED IN ACCORDANCE WITH ASCE 7 -10.
ROOF:
LIVE LOAD ...... .............................30 PSF
DEAD LOAD .... .............................25 PSF
WIND:
DESIGN WIND SPEED = 175MPH EXPOSURE C
RISK CATEGORY = II INTERNAL PRESSURE COEFFICIENT = t 0.18
SHOP DRAWING REVIEW:
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE
CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS,
ETC..
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED.
SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT
DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER.
IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS
OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER.
WOOD:
1. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, LEDGERS,
CRIPPLES, SILLS, ETC.., SHALL BE SOUTHERN PINE NO. 2, KD -15, OR BETTER U.N.O.
2. MICRO -LAM BEAMS SHALL BE MANUFACTURED BY TRUSS -JOIST CORP.... OR APPROVED EQUAL, AND
SHALL PROVIDE A MODULES OF ELASTICITY OF 2,000,000 PSI, A MIN.. FLEXURAL STRESS OF 2,925 PSI,
AND A MIN.. HORIZONTAL SHEAR STRESS OF 285 PSI U.N.O.
3. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE - TREATED.
WOOD FOR NON - STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF
CHROMATED COPPER ARSENATE (CCA). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR
ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.4 PCF OF CCA OR MORE.
4. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN 1/2" OF
HEARTWOOD.
5. AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED WOOD. WEAR A DUST MASK
AND WORK OUTDOORS. DISPOSE OF DUST AND SCRAP BY ORDINARY TRASH COLLECTION. DO NOT BURN
IT: PRESSURE TREATED WOOD MAY PRODUCE VERY TOXIC FUMES.
6. IN HIGHLY CORROSIVE ENVIRONMENTS, ALL WIND RESISTING HARDWARE INCLUDING THE HURRICANE
STRAPS, SHALL BE MADE OF STAINLESS STEEL, OR SHALL BE DIPPED (AND SCRATCHES RE- PAINTED) IN
COAL -TAR EPDXY PAINT.
7. WOOD PREVIOUSLY USED AS FORM WORK SHALL NOT BE USED AS ROOF FRAMING OR SHEATHING.
8. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
9. HANGERS OR STRAPS THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED ON THE DRAWINGS IN
STEEL YIELD OR ULTIMATE STRENGTH, STEEL DIMENSIONS (LENGTH AND WIDTH), NUMBER AND
DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS OR BOLTS, AND /OR DO NOT HAVE THE SAME
GENERAL SHAPE, WILL NOT BE ACCEPTABLE.
10. NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR CONNECTION OF WOOD
MEMBERS UNLESS THE CONNECTION DETAIL IS IN WRITING PRIOR TO INSTALLATION.
11. ALL NAILS, SCREWS, AND BOLTS SHALL BE HOT - DIPPED GALVANIZED.
PRODUCT CONTROL APPROVAL AND
SHOP DRAWING NOTES
ALL APPROVED SHOP DRAWINGS SHALL BE REVIEWED BY THE ENG. OF RECORD AND SUBMITTED AND
PROCESSED AT THE BUILDING DEPARTMENT. PRODUCT CONTROL APPROVAL AND SEPARATE BUILDING
PERMITS SHALL BE REQUIRED FOR THE FOLLOWING ITEMS:
WOOD TRUSSES
NOTE:
NO OTHER UNDERGROUND UTILITIES WERE LOCATED BUT MAY BE PRESENT.- DIG WITH CAUTION.- CALL
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FLOOR PLAN
SCALE: 1/4"=l'-O"
STRAP SCHEDULE
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NET UPLIFT = 1125 #
NOA 12- 0130.33
SOUTH ELEVATION
SCALE: 1/4 " =1' -0"
9� -011
F.F.
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SCALE: 1/4 " =1' -0"
12 12
ANCHOR OUTLOOKER TO SEE ROOF FRAME
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6) 10 d X 1 1/2- TO BLOCKING
(550 DOWN, 735 UPLIFT) 2 "x4" BLOCKING
2 "x10" WOOD RIDGE NOA 01- 0417.11 (TYP)
24" MAX. 1
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16 "o.c.
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TE RAKE BEAM
SECTION 1/S-1
SCALE: N.T.S.
PROVIDE 1/8"
SPACING AT
PANEL EDGES
4'x 8' CDX PLYWOOD
SHEATHING MIN. 19/32" THICK
MAX. SPAN 24"
ROVIDE 2"x4' BLOCKING @
LL PLYWOOD SEAMS, 48' BACK
14'o.c. EA. SIDE OF SEAM.
F GABLE END. NAIL SEAM w/ 10d
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TYPICAL WALL SECTION NAILED
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C.B. WALL
EXIST. TIE BEAM
C.B. WALL
PREFABRICATED WOOD TRUSSES
24" ON CENTER SEE ROOF PLAN
LATERAL BRACING SEE DETAIL
ON THIS SHEET.
10d NAILS AT 6 "o.c. AT PANEL EDGE
AND INTERMEDIATE SUPPORT
4 "o.c. @ GABLE ENDS
FIRST 48" BACK
1. ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF'APA DESIGN / CONSTRUCTION
GUIDE - DIAPHRAGMS" AND THE LOCAL BUILDING CODE.
2. PLYWOOD ROOF DECKING SHALL BE 19/32" MINIMUM THICKNESS, AND SHALL BE CONTINUOUS OVER TWO
OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS.
3. CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH 8d GALVANIZED NAILS, SPACED AT 6 "o.c. MAX. AT SUPPORTED
EDGES AND AT 6 "o.c. ALONG INTERMEDIATE SUPPORTS.
GABLE ENDS NAIL SPACING SHALL BE 10d NAILS @ 4 "o.c. MAX.
4. INSPECTIONS: SHALL COMPLY WITH THE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS (BY THE MUNICIPALITY,
ARCHITECT OR ENGINEER) OF SPECIFIED COMPONENTS OF THE ROOF STRUCTURE REQUIRING INSPECTIONS.
WEST ELEVATION
SCALE :114 " =1' -0'
SLOPE
2.5:12 (VIF)
(2) THROUGH BOLT ASTM
A 325 5/8 110 MIN (NP)
NVRT- 24 BY NU -VUE
W/(9)16d TO TRUSS &
W/(7) 1/4 X 1 1/4 TAPCONS
INTO CONC. BEAM WOOD 2 X 8 @ 16" O/C MAX
NET UPLIFT =1125 #
NOA 12 -0130.33 LATERAL STRAP
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SCALE: N.T.S.
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JOIST ELEVATION
SCALE: 1/4 " =1' -0"
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