01-0049-001 REVISIONS BY
COMPOSITION SHINGLES SELF SEALING 3 TAB STRIP.
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ 25 YEAR TO MEET DADE COUNTY T
PRODUC SECURED
WITH NOT LESS THAN 6 UNTUMBLED HOT DIPPED
GALV. WIRE NAILS. THE CENTER OF EACH TAB SHALL
BE SECURED WITH A SPOT OF CEMENT NOT LESS ...............
THAN 2"X4" AND THE TAB SHALL BE PRESSED FIRMLY
INTO THE CEMENT BASE SHEET TO BE ONE PLY OF 30
LB FELT ASTM D226 TYPE II. SECURE THE 30 LB FELT "
WITH 1 5/8" DIAMETER 32 GAGE METAL TIN CAPS
.......
EXIST. DIMENSIONAL SHINGLES SPACED 12" O.C. ATTACHED WITH 12 GAGE WIRE
RING-SHANKED NAILS HAVING NOT LESS THAN 20
RINGS/INCHHEADS NOT LESS THAN 3/8"0.
2 1/2 F ....
^ - EXISTING CBS HOUSE
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TOP CHORD OF TRUSS 0 A NOTED ON W C� x w
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WEST ELEVATION (STREET) SOUTH ELEVATION �Q �,ri, w0-z=
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TRUSSSCHOR OR GENERAL NOTES !n qtr) Zwoo
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1). THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES O O Q w
END TYP. AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK. U �- vi
3/4" 15/16" CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS. _ °
ACCEPTANCE OF THESE PLANS CONSTITUTE APPROVAL. PLEASE NOTIFY ENGINEER W °
BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY. o
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2) THE CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL
TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMBNESS
GALV. RING SHANK NAILS (5" 0/CC))/9 NAILS
EACH SHEET OF 5/8" PLYWOOD BE SECURED W/#8 AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION.
•
IN EACH CHORD OF TRUSS OR JOIST 3) THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE FINAL
° H APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE PROVIDED FOR
PLYWOOD SHEATHING - RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR LOCATION AND DETAILS.
0 4) CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED GRADE
NAILING SCHEDULE AND FINISHED FLOOR ELEVATIONS WITH RESPECT TO BROWARD COUNTY FLOOD
DOUBLE CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL FLOOD CRITERIA
OR ANY OTHER GOVERNING BODY.
NEW GIRDER TRUSS 5) OWNER AND CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING, BY CERTIFIED
W MAIL UPON COMMENCEMENT OF PROJECT.
BS
6) OWNER AND CONTRACTOR SHALL SUPPLY ALL CURRENT PRODUCT APPROVAL
NUMBERS AND EXPIRATION DATES FOR EXTERIOR DOORS AND WINDOWS.
KWIK GRIP JOIST SUPPORT
2-9" X 4' X 1/4" WELDED
DIMENSIONS FASTENER ALLOWABLE LOADS TO 4" X4" X 1/4" PLATE 2-1/2" X 6" LG. BOLTS
SCHEDULE WELDED TO STEEL COL. W/WASHERS
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FLOOR ROOF
WIND/ LL-Q
DESIGN DESIGN EARTHQUAKE ZONING RS-3 oz
SIZE PRODUCT CODE GAUGE W H BS HEADER JOIST LOAD LOAD UPLIFT UPLIFT PER 4" X 4" 1/4" LOT SIZE 10,780 SQ. FT. �v)
100% 125% 133% 160% CTN CONC. FILLED Of w
STEEL COLUMN BUILDING SIZE 2,216.5 SQ. FT. w o
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10d 16d 10d 16d 10d 16d LOT COVERAGE 20% (EXISTING)
2X4 UHPKG24 18 1 9/16 3 1/8 1 9/16 4 2 525 620 270 300 325 360 50 99^ LOT COVERAGE 21% (PROPOSED) n-
2X6 UHPKG26 18 1 9/-16 4 7/8 1 9/16 8 3 1010 1200 410 445 490 535 50 WO 0 D BEAM CX 77.00' ~
2X8 UHPKG28 18 1 9/16 6 5/8 1 9/16 12 4 1300 1300 540 595 655 715 50 COLUMN DETAIL O - - - - - - - -
2X10-12 UHPKG210 18 1 9/16 8 1/4 1 9/16 16 5 1300 1300 680 745 820 895 50 W z
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2X6-8 (2) UHPKG26D 18 3 1/8 5 5/16 2 12 4 1530 1820 645 770 775 930 50 a--
SCALE: 1"=l'-O" z z
2X10-12 (2) UHPKG210D 18 3 1/8 7 5/16 2 14 5 1695 2110 680 965 970 1160 50 zz
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HARDWARE SHALL BE MANUFACTURED BY SOUTHERN METALS MANUFACTURING COMPANY, INC., INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S I I U N
Ld
SPECIFICATION PRODUCTS MANUFACTURED BY OTHER SUPPLIERS MAY BE USED IF STRAP SIZE, GAUGE AND UPLIFT AND LATERAL CAPACITIES ARE EQUAL °
U W
TO OR EXCEED THE VALUES STATED. \ 5/8" CDX PT PLYWOOD ON `— a_
J 2"x8" PT JOIST ® 12" O.C. w � L
• DOUBLED ® FRONT & REAR M °Q
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36"X36"X36" CONC. P I a v=i
2 x8 T
« 5 8" CDX PT PLYWOOD ON \
WOOD "LATE ° I m o
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`� r-----� FOUNDATION W/6- W/1/2 r� THRU A I I W oz
2x8 PT JOIST ® 12 0. I �i�lll #6 EA.W., 3" COVER BOLTS ® 24" 1'-0" GALV. METAL DRIP (TO MATCH EXIST.)
DOUBLED ® FRO I I O.C. SECURED TO PLYWOOD W/1" SHANK Q
I I NAILS 4" O.C. LAPPED NOT LESS I— cn 0 <w
I I THAN 8" OVER 1X2 P.T. NAILER 1/2" oz
CLEAR FROM STRUCTURE I w U
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2-2 x10" PT. WD.
BEAM W/ 5/8"0 �.
4"x4"x1/4" STEEL COL. M.B. ® 24" O.C. U J —
CONC. FILLED TYP. OF I
rn 3 I 50.00' I 0 W Q
2-2"x10" PT. WD. o I °o EXIST. COVERED PORCH
BEAM W/ 5/8 LLI
° c�i 19.5'
M.B. ® 24" O.C. -- --- V
W
2'x8 PT I I I
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WOOD PLATE o I I " " 7.5' axQO' I�-►�-7.5' O O
W/1/2"0 THRU N I
48 X48 X36" CONC. 4x4 x1 4 STEEL COL.
BOLTS ® 24" I N W/6-
" C / " �-
O.C. ------J FOUNDATIO " CONC. FILLED TYP. OF c�i
#6 EA.W., 3 COVER 3 EXISTING CBS HOUSE ; 14401.''
7437 S.W. 64th COURT PROPOSED
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CARPORT '' ��.� �!Z. �►.
co io I 50.00' I `
EXIST. t j d �=+
BRICK PAVER ':
I ° DRIVEWAY
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EXISTING CBS HOUSE EXISTING CBS HOUSE „ '
tj p i SAL �1r•4� '"�
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77.00 f
11'_10" 36"X36"X36" CONC. EXIST. GRADE F r}V
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FOUNDATION W/6— N
_ DRAW
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#6 EA.W., 3” COVER o CCR
.... .... . .... ..... .... .... _.. I I _ N CHECKED
EXIST. EXIST. I I
OVERHANG OVERHANG I
TH M
I I 116" MIN. I DATE
CONC. FOUNDATION 1 I
W/6#6 EA.W., 3" 1 1 I 1 - - - - - 1/15/01
SOIL BEARING NOTE: COVER SEE FOUNDATION I L J� I S.W. 64th COURT JOB NO.
VISUAL INSPECTION PER S.F.B.C. SEC. 2403.2 REVEALS THE SOILS TO BE I I
R 0 0 F FRAMING PLAN FOUNDATION PLAN COMPOSED OF FIRM SAND AND ROCK WITH AN ASSUMED BEARING CAPACITY PLAN FOR SIZE I BOB
OF 2000 P.S.F. SHOULD CONDITIONS VARY FROM THIS ESTIMATE THE ENGINEER SHEET
SCALE:1/4"-1'-0" SCALE:1/4"-1'-0" S E PROCEEDING WITH THE WORK. ALSO A LETTER WILL j
E SUBMITTED AFTER S BEEN BROKEN ATTESTING THAT THE SITE SECTION I __°_ _ I S I T E PLAN
HAS BEEN OBSERV AND THE FOUND N CONDITIONS ARE SIMILAR TO THOSE
UPON WHICH THE DESIGN IS BASED. SCALE:1/2"-1'-0" SCALE:1"-20'-0"
SEE ATTACHED SOIL BORING REPORT.
OF SHEET
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