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CONVENTIONAL FRAMING I
OVER EXISTING ROOF TRUSSESiIO
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FOR SHADED AREA,
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I I •QG PRE-ENGINEEREE WOOD TRUS S r
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I 2x6 CONT. PLATE OVER EXISTING ROOF TO BE REMAIN
EXISTING ROOF FRAMING
2x4 0 16" O.C. r I
EXTERIOR WALL FRAMING TYP.
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NAIL PLATE TO EACH TRUSS
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EXISTING HOUSE
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WWF, ON 6 MIL VAPOR BARRIER, FASTEN CONVENTIONAL
ON COMPACTED SOIL. EXISTING WALL FRAMING TO RIDG`
TOP OF SLAB TO MATCH EXIST. AND FOOTING TO REMAIN
W/ 4-16d COMMON TYP
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5 N
S_2 CONVENTIONAL FRAMING OR
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OVER NEW ROOF TRUSSESco
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6 -2 6 I-oll5$-loll3 -0 of 9 1/2 91 22 -6 1/219 MATCH EXIST. `--
g" TYP Q
18'-0" PRE-ENGINEERED WOOD TRUSSES ® 24" O.C. Now
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FOUND ION PLAN ROOF FRAMING D Q
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SCALE: 1/4"=l ' -0" SCALE: 1/4"=V-011'-0" Q n-
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N3;rS: NOTES:
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1. FIELD VERIFY AND ADJUST ALL DIMENSIONS AS NEEDED F
1. SEE DESIGN NOTES ON SHEETS-2.
2. TRUSS BEARING ELEVATIONTO Q Q
2. SEE TYPICAL FOUNDATION DETAILS SHEET S-2. MATCH EXIST. TRUSS ELEVATION
3. FIELD VERIFY AND ADJUST ALL DIMENSIONS AS NEEDED.
3. PRE-ENGINEERED PREFABRICATED ROOF TRUSSES ® 24 O.C. MAX. Z LL
4. REFER TO BEARING WALL SEE SECTIONS 1/S-1 FOR SHEATHING TYPE 4. SEE WALLS AND ROOF SHEATHING AND THE NAILING PATTERN IN SECTION 1/S-2.
LL
O ALL FASTENERS SHALL BE SIMPSON TYPE OR EQUIVALENT.
AND NAILING PATTERN IN FASTENING SCHEDULE ON THIS SHEET. 5. � Q
5. • DENOTE TO HOEDOWN CONNECTOR (HTT22) SEE PLAN FOR LOCATIONS. 6. SHADED AREA SHALL BE CONVENTIONALLY FRAMED TO MATCH THE NEW ARCH. ROOF LAYOUT, O
FOR LOCATIONS. SEE CONVENTION FRAMING SCHEDULE ON THIS SHEET.
LIVE LOAD = 20 PSF
CONVENTIONAL ROOF FRAMING DEAD LOAD = 10 PSF
DEREOON = L/240
FRAMING/ SIZE
WOOD TYPE MAXIMUM SPAN
(AT 24" O.C. MAX.) I
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2x6 SYP #2 11'-9" v O
2x8 SYP #2 15'-3"
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2x10 SYP #2 18'-2" w w
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LO
JOB NO. 200722
DRAWN: A.H.
CHECKED: FSD
SCALE: AS SHOWN
S - 1
DRAWING NO.
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DESIGN NOTES: 1/2" PLYWOOD OR 7/16 OSB
ROOF SHEATHING 2�'0�
CODES: 8d NAILS 0 8" O.C. 0 INTERMEDIATES ADD CORNER BAR �
& 4 O.C. 0 THE EDGES c
FLORIDA BUILDING CODE 2001 EDITION, ASCE 7-98 N
PRE-ENGINEERED ROOF TRUSSES g rn o
DESIGN DATA: 12 OR RAFTERS
WIND LOAD 120 MPH �4 En o
WIND EXPOSURE B H-10 STRONG TIE HURRICANE IBJ ���
IMPORTANCE FACTOR 1 CONNECTING 0 EACH TRUSS END
BUILDING TYPE PARTIALLY ENCLOSED TRUSS BEARING EL. EXISTING NEW SLAB, SEE PLAN I C"
ori
TO MATCH EXIST. LO
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SOIL BEARING CAPACITY (DESIGN MAX.) 2000 PSF � �� � c�
#4x3 -0 DOWELS � 36 O.C. n �, co � �
LOADING: DRILL & EMBED 12" IN EXIST. V 'a a
ROOF LIVE LOAD 20 PSF SPH4 0 32 O.C. MATCH EXIST. � � U �
CONC. W EPDXY GROUT
CONCRETE (28 DAYS): �
FOOTING 3000 PSI 2-2x4 SYP #2
.................................................................................... SEE PLAN & SCHED � Y
TOP PLATE '-' FOR REINF SIZE.
WOOD:STUD
SPRUCE-PINE-FIR EALL PINE�FIR #2 OR HEM-FIR MINQ (SAWN LUMBER)
�2 / Fb 1150 PSI ��
2x4 STUDS
0 16 O.C. _I /
P. ADDITIONAL CORNER REINF,
ALL OTHER MEMBERS (SAWN LUMBERS � N�08RC�6SHEATHING
SOUTHERN PINE #2 / Fb 1200 PSI 8d � O.C. INTERMEDIATES
& 4 O.C. O THE EDGES
LVL MICROLLAM / Fb 2400 PSI SECTION r2w DETAIL 3
STEEL ANCHORS: SCALE: 1/2"=l'-o" S-2 N.T.S. S-2
WOOD TIE RODS X07 4" CONCRETE SLAB
W/ 1-LAYER 6x6-W1.4xW1.4 WWF
REINFORCED CONCRETE NOTES: ON 6 MIL VAPOR BARRIER �
ON COMPACTED SOIL �
1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
2. ALL CONCRETE PLACED SHALL BE VIBRATED BY MECHANICAL VIBRATORS. P.T. WOOD PLATE EXISTING NEW FOOTING r7Z
3. LAP SPLICES FOR REINFORCED STEEL SHALL BE MIN. 40 TIMES BAR DIAMETER W/ 112"0 x8" J.B. an
4. CONCRETE CAST AGAINST EARTH SHALL HAVE 3" CLEAR CONCRETE COVER W/ 2x2"x1/8" WASHER SPH4 O 32" O.C. �(n
5. FOOTING AND SLAB SHALL BE PLACED ON COMPACTED STRUCTURAL SOIL, WITH MINIMUM DENSITY EQUAL do NUT 0 24" O.C. �
z 4" CONCRETE SLAB 3-#4x3 -0
TO 95% OF THE MODIFIED PROCTER MAXIMUM DRY DENSITY v yy/ 1-LAYER 6x6-W1.4xW1.4 WWF DRILL do EMBED 12" IN EXIST.
6. PLACE A VAPOR BARRIER BENEATH ALL SLABS ON GRADE. IXERCISE CARE THAT THE VAPOR BARRIER IS NOT x a x=x x xA, x�x Q ON 6 MIL VAPOR BARRIER CONC. W/EPDXY GROUT
DAMAGED PRIOR TO PLACEMENT OF CONCRETE. ° � w w ON COMPACTED SOIL
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WOOD NOTES: a
a �, ? °D � T F. FL.
1. ALL STRUCTURAL WOOD MEMBERS SHRILL HAVE THE STAMP OF GRADING AGENCY
3-#5 CONT.
2. ALL WOOD EXPOSED TO WEATHER AND IN CONTACT WITH THE GROUND SHALL BE PRESSURE TREATED. �
W� #3 TRANSV. l'-6�� a
3. EXCEPT OTHERWISE SHOWN ON THE DRAWING, THE MINIMUM NAILING REQUIREMENTS SHALL BE AS PER O 36" O.C. �
FASTENING SCHEDULE-TABLE 2306.1 SOF THE FLORIDA BUILDING CODE.
to a' . N
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4. SHEAR WALL SHEATHING SHALL BE CONTINUOUS THROUGH INTERSECTING WALLS. 1 291
5. ROOF AND FLOOR DECKING SHALL BE NAILED AS INDICATED ON THE PLANS & SCHEDULES TYPICAL WALL SECTION MIN.
6. PROVIDE MINIMUM UNLESS NOTED OTHERWISE IN THE DRAWINGS OR SCHEDULES:
2-STUDS @ EACH SIDE OF OPENING < 8 FT. NOTE: � V-1 Q
3-STUDS 0 EACH SIDE OF OPENING > 8 Ff. ALL CONNECTORS SHALL BE SIMPSON OR EQUIVALENT � � n
3-STUDS O EACH WALL CORNER TYPICAL STEP DOWN Qfy_
2-STUDS 0 EACH END OF SHEAR WALL 0
2-STUDS BELOW GIRDER TRUSS
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WOOD TRUSSES NOTES: SECTION DETAIL r4 SECTION 5 �-
1. WOOD DESIGN AND PRE-ENGINEERED WOOD TRUSSES SHALL CONFORM TO THE REQUIREMENTS OF THE SCALE: 1/2"=1'-0" S.2 SCALE: N.T.S. S-2 SCALE: 1/2"=1'-0" s.2 � � _
NATURAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AND THE RITC TIMBER CONSTRUCTION MANUAL,
ALL LUMBER SHALL BE SURFACED DRY, USED AT 19% MAX. MOISTURE CONTENT. Q - U
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2. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWING INDICATING ACTUAL TRUSS LAYOUT, DESIGN, WIND UPLIFT
AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, EfC.SHOP DRAWING AND CALCULATIONS SHALL BE
SIGNED AND SEALED BY A REGISTERED FLORIDA PROFESSIONAL ENGINEER. 0 m
3. ALL CONNECTORS SUCH AS HURRICANE ANCHORS/ TIES, ETC. SHALL BE HOT DIP GALVANIZED.
4. CONTRACTOR SHALL TAKE DUE CARE N01f TO CUT OR DISTURB ANY MEMBER OF PREFABRICATED TRUSSES � r---, U
WITHOUT PRIOR APPROVAL OF TRUSS MANUFACTURER � �
5. WOOD TRUSSES SHALL BE BRACED 80'TH TEMPORARILY DURING CONSTRUCTION AND PERMANENTLY IN
ACCORDANCE WITH THE RECOMMENDATIONS OF THE TRUSSES DESIGN � z
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DOUBLE TOP PLATE --�
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THE LOCATION OF THIS STRUCTURE IS IN THE ZONE OF WIND BORNE DEBRIS REGION, AND DESIGNED
AS A PARTIALLY ENCLOSED BUILDING. THE WIND PRESSURE FOR COMPONENTS AND CLADDING SHOULD
BE APPLIED AS SPECIFIED IN THE SCHEDULE ON THIS SHEET. ROOF TRUSSES BRACING SHOULD BE CRIPPLE STUDS
SPECIFIED BY TRUSS MANUFACTURER, AND GYPSUM CEILING SHALL NOT BE USED AS TRUSSES BOTTOM
CHORD BRACING HEADER SPH4 AT EACH
KING STUD
SEE SCHED.
ON THIS SHEEP FULL LENGTH �
WALL STUDS (KING) J
W ~
BEARINGI- w
STUDS (JACK) p �
Z �
FASTENING SCHEDULE "SIMPSON OR EQUIVALENT" � cn
ITEM CONNECTION CONNECTORS FASTENERS REMARKS HOLDWN CONNECTOR w o
SEE PLAN p �
1 ROOF SHEATHING 1/2 PLYWOOD OR 7/16 OSB 4" 0 EDGES, 8" 0 INTERMEDIATES 10d BLOCKED DIAPHRAGM 000z FOR LOCATIONS w
2 WALL SHEATHING 1/2 PLYWOOD OR 7/16 OSB 4" 0 EDGES, 8" O INTERMEDIATES 8d BLOCKED DIAPHRAGM
3 TRUSS / TOP PLATE SYP #2 1-H10 8-8dx1 1/2/ 8-8dx1 1/2 UPLIFT < 900 Ib
4 TRUSS /-TOP PLATE SYP#2 1-MTS12 14-10d EACH UPLIFT < 1000 Ib SPH4 AT EACH
5 TRUSS / TOP PLATE SYP #2 1-1-116 2-10dx1 1/2 / 10-10dz1 1/2 UPLIFT < 1470 Ib JACK STUD
6 TRUSS / TOP PLATE SYP#2 2-MTs1 z 14-10d EACH UPLIFT < 2000 lb TYPICAL FRAMING AND CONNECTIONS
wZ
=3
7 BOTTOM PLATE / WALL STUDS SPH4 0 32" O.C. 10-10d x 1 1/2" FOR 0 �
8 TOP PLATE / WALL STUDS SPH4 O 32" O.C. 10-10d x 1 1/2" N af
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9 HOEDOWNS WALL CONNECTION HTT22 5/8" A.B. IN CONCRETE / 32-16d IN WOOD W (na w
10 ALL OTHER FASTENING NOT LISTED TABLE 2306.1 (FLORIDA BUILDING CODE) HEADER SCHEDULE �
MAX. SPAN JACK STUD KING STUD CONNECTORS FASTENERS
6'-0" 1 2 ST22 18-16d
10'-0" 2 3 2-ST22 18-16d � Q
COMPONENT AND CLADDING WIND PRESSURE 1s'-o„
LOIr-
CN 3 3-ST22 ,8_,sd
ROOF (MAXIMUM) WALLS �
AREA INT. ZONE END ZONE
SQ- F7- JOB NO. 200722• INTERIORS PERIMETER CORNERS POS. (+) NEG. (-) POS. (+) NEG. (-) DETAIL 6
10 42.8 78.1 78.1 36.3 48.7 36.3 57.6 N.T.S. S-2
AWN: A.H.
20 41.9 72.2 72.2 35.6 47.2 35.6 54.6
63.4 32.5 45.2 32.5 51.0 CHECKED: FSD
50 40.4 63.4
100 39.8 57.5 57.5 30.8 44.5 30.8 47.2
SCALE: AS SHOWN
END ZONE WIDTH "Z" = 5'-0"
S 2
DRAWING NO.
i
FIBERGLASS SHINGLE
CONVENTIONAL TR%USSES
PRE—ENGIN ERED
TRUSSES
8HARDI HARDI EXISTING HOUSE
i BOARD BOARD
00
Li I
F R [IN I v � TI ❑ N
SCALE. Y4'= 1'-0"
ol..'� FIBERGLASS SHINGLE
Rl ❑ � ID � � N
SCALE. Y4"= 1'-0`
EXISTING HOUSE HARDI
BOARD
te
3. S11UTH [- LEVI ITI ❑ N
EXISTING HOUSE
SCALE. Y4'= 1'-0'
6'
717
3' 3.5'
ROOM ADDITION
FIBERGLASS SHINGLE
za" io-
EXISTING HOUSE
717
3' 3°5°
6, 3' 6'-4 �,2. N [IRTH ELEV ATI ❑ N
3.5' 3'5' II SCALES S'4"= 1`-0,`
CIJI
6'-2' 3 -3'--ISS'-10' 3
I '
18' S 1/2' �9 l/2'
A \
Y4'1— 1�-O" PROPOSEDSCALE
MRS. MARY WILLIAM
LOCATIONS 670 SAILFISH DRIVE
ATLANTIC REACH, FLORIDA 32233
SCALES }' = 1'-0' DATE'
5-21-07
DRAWN HYi CP
REVISED:
APPROVED BYE DRAWING N0, A-1