|
3
<br />Q
<br />0
<br />NO
<br />cn
<br />0
<br />0
<br />CV
<br />0
<br />N
<br />0
<br />W
<br />0
<br />J
<br />d
<br />STRUCTURAL SHEATHING, SEE PLAN AN[' nrr�III MID
<br />ATTACHMENT
<br />='
<br />PRE-ENGINEERED WOOD
<br />r
<br />TRUSSES AT 24" O.C. MAX.
<br />-OR-
<br />2x BLOCKING AT SHEATHING EDGES
<br />2x RIBBON BOARD ATTACHED
<br />w/ (3) 8d NAILS INTO TRUSS
<br />TO TRUSS w/ (3) 10d NAILS,
<br />CONTINUOUS STRUCTURAL
<br />24" O.C. CENTER MAX. SPACING
<br />SHEATHING NAIL PER CONTINUOUS STRUCTURAL
<br />TYPICAL SHEATHING DETAIL
<br />SHEATHING NAIL PER
<br />TYPICAL TRUSS
<br />TYPICAL SHEATHING DETAIL
<br />ANCHOR PER PLAN DETAIL
<br />AT TRUSS HEEL > 9 1/4" TYPICAL TRUSS
<br />ANCHOR PER
<br />NOTE:
<br />PLAN
<br />REFER TO ARCHITECTURAL DRAWINGS AND/OR
<br />TRUSS MANUFACTURER
<br />DRAWINGS FOR SPECIFIC TRUSS PROFILE
<br />INFORMATION. (i.e. HEEL HEIGHTS,
<br />SLOPE, OVERHANGS)
<br />STRUCTURAL SHEATHING,
<br />SEE PLAN AND DETAILS
<br />FOR ATTACHMENT
<br />PRE-ENGINEERED WOOD
<br />TRUSSES AT 24' O.C. MAX.
<br />TRUSS ANCHOR PER PLAN
<br />FASCIA, (SEE ARCH DWGS)
<br />BOND BEAM PER
<br />PLAN
<br />DETAIL AT TYPICAL TRUSS w/ HEEL < 9 1/4'
<br />ROOF TRUSS
<br />ON MASONRY
<br />1 l V 1 5e:
<br />1 /2"=1'-0" RWM-010
<br />2x4 BLOCKING AT 2'-
<br />O.C, w/ (2) 12d TOE
<br />EACH END TO TRUSS
<br />NOTE:
<br />REFER TO ARCHITECTURAL DRAWINGS
<br />STRUCTURAL SHEATHING SEE PLAN
<br />AND/OR TRUSS MANUFACTURER DRAWINGS
<br />AND DETAILS FOR ATTACHMENT
<br />FOR SPECIFIC TRUSS PROFILE INFORMATION.
<br />(i.e. HEEL HEIGHTS, SLOPE, OVERHANGS)
<br />PRE-ENGINEERED WOOD
<br />_
<br />TRUSSES AT 24" O.C.
<br />T
<br />MAX.
<br />OR
<br />2x BLOCKING AT SHEATHING EDGES
<br />2x RIBBON BOARD ATTACHED
<br />w/ (3) 8d NAILS INTO TRUSS
<br />TO TRUSS w/ (3) 10d NAILS,
<br />CONTINUOUS STRUCTURAL
<br />24" O.C. CENTER MAX. SPACING
<br />SHEATHING NAIL PER TYPICAL
<br />CONTINUOUS STRUCTURAL
<br />SHEATHING DETAIL
<br />SHEATHING NAIL PER TYPICAL
<br />FRAMING PER PLAN
<br />SHEATHING DETAIL
<br />FRAMING PER PLAN
<br />STRUCTURAL SHEATHING,
<br />DETAIL AT TRUSS HEEL > 9 1/4'
<br />SEE PLAN AND DETAILS
<br />FOR ATTACHMENT
<br />PRE-ENGINEERED WOOD
<br />TRUSSES AT 24" O.C. MAX.
<br />TRUSS ANCHOR PER PLAN
<br />FRAMING PER PLAN
<br />FASCIA, (SEE ARCH DWGS)
<br />CONTINUOUS STRUCTURAL
<br />SHEATHING NAIL PER TYPICAL
<br />DETAIL AT TYPICAL TRUSS w/ HEEL < 9 1/4" SHEATHING DETAIL
<br />TRUSS ATTACHMENT:
<br />ALL TRUSS ENDS ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE FULL OPTION
<br />MUST BE USED FOR CONTINUOUS LOAD PATH:
<br />a. INSTALL TYPICAL TRUSS ANCHOR THROUGH EXTERIOR SHEATHING. EXT. SHEATHING IS CONTINUOUS AND WILL
<br />TRANSFER COMBINED SHEAR & UPLIFT.
<br />b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL w/ H2.5A @ EVERY
<br />OTHER STUD TO TOP PLATE. EXT, SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT.
<br />c. INSTALL ANCHOR AS CALLED FOR ON THE PLANS. TWIST STRAPS ARE TO BE INSTALLED ON THE INSIDE OF THE
<br />WALL ANY STRAPS FROM THE STUDS TO THE UNDERLYING STRUCTURE WILL BE CALLED FOR ON THE PLANS.
<br />d. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE. EXT SHEATHING IS CONTINUOUS AND WILL
<br />TRANSFER COMBINED SHEAR & UPLIFT
<br />ROOF TRUSS ON FRAMING
<br />1 1 V G S.W..
<br />\ 1/2"=1'-0°
<br />2x4 LADDER FRAMING AT 24' O.C. REQ'D AT
<br />OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS
<br />iEE PLAN TOP CHORD w/ (2)-16d NAILS AT 24" O.C.
<br />MENT CONT. 2x6 w/ (2) 12d NAILS
<br />:RED
<br />24" O.C.
<br />SHEATHING PER PLAN
<br />BOND BEAM PER
<br />PLAN AND SCHEDULE META16 AT BLOCKING w/1/4"
<br />MAX. GAP FROM TOP OF
<br />8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING
<br />FOR VERT. REINF.
<br />Q�, WALL�BRACI�GA�TN ON -BEARING EXTERIOR WALL
<br />"X" - 10%
<br />HOUSE WIDTH
<br />0
<br />4
<br />RIDGE
<br />GABLE END
<br />BOSTON HIP
<br />"X" - 10%
<br />HOUSE WIDTH
<br />x
<br />3
<br />RIDGE' �
<br />GABLE END
<br />GABLE X
<br />STRUCTURAL SHEATHING PER PLAN
<br />2x BLOCKING BETWEEN EA.
<br />TRUSS MEMBER OR TRUSS WEB.
<br />2x LEDGER w/2-10d 0 EA.
<br />CROSSING TRUSS MEMBER
<br />FOR ROOF SHEATHING
<br />NAILING
<br />"X" = 10% OF
<br />HOUSE WIDTH
<br />0 0 / 7
<br />C
<br />RIDGE` `
<br />0
<br />HIP X
<br />RWW-020
<br />VALLEY SET TRUSSES
<br />AT 24" O.C.
<br />ROOF SHEATHING
<br />PER PLAN
<br />MIN. 9" LONG 20 GA.
<br />FLAT STRAP w/ (8) 10d
<br />SHEATHING PER _OR
<br />PLAN.
<br />UNDER TRUSS
<br />TRUSS CHORDS
<br />CH END.
<br />VALLEY SET OVER FRAME
<br />I1VV 1"m
<br />2x4 OUTLOOKER
<br />PER DRAWINGS
<br />2x6 FASCIA
<br />1 x6 w/(3) 8d @
<br />EA. OUTLOOKER
<br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT
<br />EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING
<br />TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS.
<br />BLOCK 8'-0" BACK FROM GABLE TRUSS.
<br />2x4 DIAGONAL BRACING w/ (5) 12d COMMON
<br />NAILS EA. E4ND @ 32" MAX. SPACING
<br />IF LENGTH IS LESS THAN 4'-O" USE 2x4 'L" BACK,
<br />IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 'L"
<br />BACKS. NAIL 'L' BACKS w/12d 0 12-O.C.(NOTCHED
<br />0 TOP w/2-12d TOENAILS
<br />"L" BACK -EXTEND 6" PAST
<br />LOWER ROOF SHEATHING
<br />SHEATHING PER
<br />R09C)PARTIAL GABLE END TRUSS DETAIL
<br />PARTIAL GABLE
<br />STRUCTURAL SHEATHING PER PLAN
<br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT
<br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS
<br />TOP CHORD w/ (2)-16d NAILS AT 24" O.C.
<br />CONT. 2x4 w/ (2) 12d NAILS
<br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK.
<br />2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L"
<br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW).
<br />3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4
<br />x
<br />"L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS
<br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL
<br />MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID
<br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF
<br />SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO
<br />THE SECOND DIAGONAL, A STRONGBACK IS ALSO
<br />REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED
<br />TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5
<br />CONNECTOR.
<br />ROOF SHEATHING
<br />NAILS
<br />ROOF FASTENING ZONES
<br />SHINGLE:
<br />7/16' SPAN RATED PLYWOOD OR OSB
<br />8d RING SHANK
<br />0,113" x 2-3/8"
<br />1
<br />2
<br />3
<br />OFFSET DIMENSION "X" = 10% HOUSE WIDTH
<br />"X"
<br />"X"
<br />TILE: 15/32" SPAN RATED PLYWOOD
<br />OR OSB
<br />PANEL EDGES @ SUPPORTS (1)
<br />6" O.C.
<br />6" O.C.
<br />4" O.C.
<br />PANEL FIELD 1
<br />6" O.C.
<br />6" O.C.
<br />6" O.C.
<br />METAL:
<br />15/32" SPAN RATED PLYWOOD w/24 GA.
<br />19/32" SPAN RATED PLYWOOD w/26 GA.
<br />NU I LS:
<br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL.
<br />2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES.
<br />3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE.
<br />30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE
<br />I�ROOF SHEATHING ATTACHMENT DIAGRAM
<br />20 OUTLOOKER
<br />PER DRAWINGS
<br />2x4 FASCIA
<br />SHEATHING PER PLAN.
<br />GABLE TRUSS — OR
<br />PER PLAN
<br />2x4 BETWEEN EA.
<br />OUTLOOKER w/(2)
<br />10d TOENAILS
<br />EDIMENT BLOCKING @ GABLE
<br />20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH
<br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING
<br />AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK
<br />FROM GABLE TRUSS.
<br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE
<br />SIDE OF BLOCKING.
<br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO
<br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE
<br />3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48"
<br />O.C. @ APPROX. 45-DEG ANGLE.
<br />O SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP
<br />NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C.
<br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2"
<br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE).
<br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN
<br />AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 z 10"
<br />STRUCTURAL SHEATHING ('�MI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL.
<br />SEE PLAN FOR ATTACHMENT C/y WASHERS AND 7" EMBEDMENT.
<br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED
<br />BEAM PER PLAN. FOR RAKED BEAM AT VAULTED
<br />TRUSS w/ 12d's AT 4" O.C. rntinrnnti SEE PLAN AND DETA!
<br />CONTINUOUS
<br />STRUCTURAL
<br />SHEATHING SEE PI
<br />FOR ATTACHMENT
<br />FIELD NAILIN
<br />PER PLAN
<br />�� , �.,,...,. ".,,_.
<br />T. 2x4
<br />20 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED
<br />BRACE) NAILED TO DIAG. w/ 10d GUN @ TOP
<br />NAILS @ 8" O.C. BUTT JOINT ALLOWED
<br />(48' MIN MEMBER LENGTH), BRACED
<br />REQUIRED TO BE CONTINUOUS OVER DIAG.
<br />BRACE SPLICE SHOWN
<br />BLOCKING AT 48" O.C. -
<br />USS BAYS
<br />FRAMING 2x6 NAILED @ BOTTOM
<br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE
<br />GABLE END TRUSS BRACING DETAIL
<br />".r.& GABLE END
<br />PRE-ENGINEERED ROOF
<br />VALLEY SET TRUSSES VALLEY SET TRUSSES TRUSSES @MAX 24'O.C.
<br />AT 24" O.C. AT 24" O.C.
<br />ROOF SHEATHING �PEORFPLANAIHING
<br />PER PLAN
<br />SHEATHING PER —OR— SHEATHING PER
<br />PLAN. PLAN.
<br />�� -_---,----,- T-
<br />-, -- -
<br />- - — 7
<br />\-2x4 PURLIN @ EA VALLEY
<br />(1) SDWC15600 TRUSS SCREW TRUSS. NAIL TO COMMON
<br />TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS
<br />BOTTOM CORD OF VALLEY
<br />TRUSS NAILED TO PURLIN
<br />w/ 10d GUN NAIL @ 8" O.C.
<br />SHEATHING PER PLAN.
<br />GABLE TRUSS
<br />PER PLAN
<br />STRUCTURAL SHEATHING PER PLAN
<br />20 OUTLOOKER FRAMING AT 24' O.C. OVER
<br />DROPPED GABLE END TRUSS. ATTACH TO
<br />TRUSS TOP CHORD w/ (2)-16d NAILS.
<br />CONT. 20 w/ (2) 12d NAILS
<br />SIMPSON H10A w/(16)8d NAILS MIN. —
<br />STRUCTURAL SHEATHING
<br />PRE-ENGINEERED WOOD
<br />TRUSSES AT 2'-0" O.C. MAX.
<br />TRUSS ANCHOR
<br />SEE CONN. CHART
<br />BOND BEAM PER PLAIJ� \
<br />FASCIA
<br />SEE ARCH.
<br />DRAWINGS
<br />(8) 10d NAILS EACH '
<br />ENGINEEREL
<br />ROOF TRUS
<br />O.C. MAX.
<br />CMU WALL
<br />(4) 1/4' 4 c 2-1/4' MASONRY
<br />SCREWS AT EACH STRAP. (1' SIMPSON HTSM16
<br />COND110NS OF USE: (OR APPROVED EQUAL)
<br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED
<br />2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION.
<br />3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS.
<br />IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION.
<br />nR13R1MISSED TRUSS STRAP REPAIR
<br />fu
<br />(TYPICAL CMU WALL CONNECTION)
<br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH
<br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING
<br />AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK
<br />FROM GABLE TRUSS.
<br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE
<br />SIDE OF BLOCKING.
<br />3
<br />SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL
<br />SHEATHING.
<br />3
<br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 1" BACK.
<br />2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2z4 "L"
<br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW).
<br />2x SH5TG.
<br />3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4
<br />BLOCKING
<br />"L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS
<br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL
<br />MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID
<br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF
<br />8" CMU WALL OR LINTEL, SHEATHING PER
<br />SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO
<br />SEE PLAN FOR PLAN
<br />THE SECOND DIAGONAL, A STRONGBACK IS ALSO
<br />REINFORCEMENT
<br />REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED
<br />TO EACH Y' BACK WITH (2) 12d's AND ONE SIMPSON
<br />H2.5A OR ONE USP R15 CONNECTOR.
<br />SIDE NAIL ALL I" BACKS AND STRONGBACKS w/ 12d's
<br />AT 6" O.C. NOTCH 'L" BACKS AT TOP AND BOTTOM.
<br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO
<br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE
<br />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48"
<br />O.C. @ APPROX. 45-DEG ANGLE.
<br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP
<br />NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C.
<br />TRUSS ANCHOR
<br />SEE CONN. CHART
<br />WOOD FRAMING PER PLAN
<br />R09B �UTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE
<br />BOSTON HIP
<br />^k Al I
<br />1A FURRING AT MAX.16'
<br />SHEATHING PER ARCH O.C. w/ (3)1 Od AT EA
<br />INSTALLED PER MANUF. TRUSS
<br />sot EXTERIOR CEILING FURRING
<br />SCALE: N.T.S.
<br />FA'5T£KIEta
<br />ALLaWA E OADtS
<br />a KTOR.
<br />0A V 7V
<br />ts�MLQ
<br />��-')cm, i:a
<br />ic5G
<br />f :3
<br />F2:.M
<br />ifETA15,-
<br />9
<br />Isla
<br />fIzNO
<br />f2: 770
<br />,2}ME Am
<br />g' Z- eft 3 v
<br />Fi:i25
<br />F2 : ia13
<br />12} fiE7AI6
<br />i-rc:
<br />F I : iW
<br />F :'7.
<br />'� 21 HE?Ai€s12
<br />p 2- � 3-p-"v
<br />Q.I52'x3_.i�'z9
<br />-
<br />23u3
<br />133
<br />F 2 . I'.'
<br />Hs"1135
<br />L
<br />1 a, i4 ,x 2'ro
<br />_
<br />11P
<br />1-5
<br />HTUG
<br />2.
<br />-
<br />isle
<br />-
<br />i5'T,4IS
<br />14
<br />tT:i;B'x2_ 2"
<br />-
<br />I235
<br />ta9S"'.D`32
<br />2
<br />14$ �6-1141
<br />—
<br />47137
<br />"-
<br />-
<br />fi,ti35S��=F+i�
<br />mzT
<br />22
<br />GAA3')V3-'
<br />_
<br />33355
<br />FI.:773
<br />i
<br />zza' ATR
<br />F2:523
<br />3 'a'ey
<br />i
<br />3F-'A F
<br />la
<br />1 V4 1-1 SOB
<br />T2 611c
<br />UvJT51E55,15
<br />2
<br />aam" A7F
<br />—
<br />F„i5Z
<br />b'Ci-.
<br />I
<br />5 f.' ATF
<br />_
<br />44c,
<br />r : i 133
<br />Y5:
<br />V4N3° 5
<br />rl:-530a
<br />2
<br />/Z' Alf.
<br />7 r z, a
<br />F.:31R-S
<br />32
<br />V Ix3" was
<br />F2. O ,
<br />;p 2
<br />I
<br />_. i'� A7R
<br />?�r3lsus
<br />-
<br />US Zn�3ek m
<br />215.2 :x miA
<br />_
<br />3i TzY
<br />3,E;� AT
<br />--
<br />Ssl�s
<br />-
<br />I3
<br />�a.14rx3-1,1:'
<br />25.I>.&'x3'
<br />i
<br />3 ATa
<br />5445
<br />IZ
<br />� ixr 'a�5-I1'i`
<br />s u
<br />I
<br />TF
<br />IBM
<br />2473
<br />i2
<br />c i 2')�-V_7'
<br />JiZ:5A
<br />IQ
<br />Q133 U-L '
<br />_
<br />sF3
<br />fi:iL
<br />F2 II0
<br />HI2:4
<br />I8
<br />11St aI-i r2
<br />-
<br />ism='
<br />F
<br />F :.85
<br />is
<br />al.'rXI.112'
<br />F_:5w
<br />i
<br />14
<br />yli & 2-3/4' Then 2
<br />3s: i
<br />ii33
<br />—
<br />I-;'X3
<br />LUIS z1z
<br />4
<br />I R 3°
<br />833
<br />1153
<br />SFH4
<br />33
<br />Cilaa i-'.
<br />-
<br />&' de a4z
<br />-
<br />4
<br />�'l V xs >�,W7 � 1 2
<br />Fi: 3s
<br />A35
<br />12
<br />i3 'ki-vZ'
<br />-
<br />-
<br />fl iw,
<br />fZ:3�Z"
<br />gi}3dL--v
<br />i
<br />'ssffi€L 3
<br />5
<br />Fi 11
<br />C.O.A.# ARCHITECTURE:
<br />AA26002802
<br />C.©.A.# ENGINEERING:
<br />29349
<br />D THOMAS A. WEBER, PE
<br />F.E. # 73242 FLORIDA
<br />■ BENJAMIN NIESE, PE
<br />P.E. # 86025 FLORIDA
<br />2/16/21
<br />[?ACE �1�1�ItI t II��I
<br />�3ra
<br />.. !
<br />o
<br />No. 8
<br />iwF w
<br />S7 4F
<br />ORV
<br />...
<br />7tl/tlilltl
<br />^,
<br />O
<br />o
<br />W
<br />(y)M
<br />r—+
<br />v00
<br />c�
<br />o
<br />0C=>
<br />000
<br />IT
<br />^�
<br />F--1
<br />�
<br />i-1
<br />0
<br />v
<br />C
<br />.I.J
<br />c-
<br />r-+
<br />•
<br />'.
<br />•O
<br />�
<br />wbJD
<br />0
<br />N
<br />�
<br />4
<br />tpu Ite f2a
<br />PRODUCT MANAGER
<br />RELEASE
<br />DATE: xx/xx/xxxx
<br />PROJECT TYPE
<br />Single Famil
<br />SPECIFICATION LEVEL
<br />Pulte
<br />1PLAN NAME
<br />Tower
<br />NPC CHILD NUMBER
<br />1569.501
<br />SHEET
<br />S4.1
<br />
|