Marsh View Court 1477 DATE:
04/01/02
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P�PPROVED RECEIVED
CITY OF ATLANTIC BEACH
BUIL.DINO OFFICF-
JUN 13 '1002 Cjt� fg Atlantic Goach
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FEF\SFECTIVE PAGE
DUILD SET SELLERS RESIDENCE
DATE:
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DATE:
04/01/02
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DATE:
04/01/02
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0
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MASTER 13PKM PORCH CATHEDRAL CEILING
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6 TO 10' FLAT 1190 N ft
6 FLAT CEILING — — — — — — — — — -- — — — — — — — — — —
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LEFT ELEVATION 04/01/02
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174
NOTE:
UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION
PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION
SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP
SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE
OF EVALUAT"ING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL
DOES NOT CONTAIN POCKETS OF' UNSUITABLE SOIL (I.E. ORGANIC SOIL,
UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL
STRUCTURAL SETTLEMENT.
HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED To ESTABLISH
THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL
BE RECOMMENDED BY THE SOIL IENGINEER.
IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL
BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING:
THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE
SOIL CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW
FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE CAD FILE NAME
OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER LOT I-T �l We," 4ist
THROUGH SOIL REPORT OR SO103REMOVAL, THEN ENGINEER OR UNDERSIGNED .P oma
SHALL BE NOTIFIED AND POSS19LE FOOTING DESIGN REVISIONS 19 R4�� av"�� .. , FLORIDA DRAWING NO.
(I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED DRAWN BY: APPROVED BlY:
PRIOR TO COMMENCING WITH FOOTINGS WORK. Zr ou is
APPROVED ey: LJG jj—a6 e SHEET NO,.,
DATE: 2— 9610 93ro4n oakmfvd
-74-, VY32257 0 OF
SCALE: AS NOTED
OL
HT1 iA-Ict( c
GA
0D
I Bull
ul� TABLE FOR SHEAR WALLS FRAMING
(GROUND FLOOR)
1�5 THE SHEAR WALLS TA13LE: WAS ESTABLISHEII ASSUMING THE FOLLOWING CRITERIA
NOTED IN THE TABLE. UNLESS OTHERWISE
A
WOOD sHEATING TO STUDS NAILING SHALL BE Eld COMMON NAILS.
GYP- 130ARD TO STUDS NAILING SHALL 13E 5d &
RESPECTIVELY. 6d COLLIER NAILS FOR 1/2" & 5/8" THICK BOARD
C) SOLE PLATE-CONCRETE: SLAB ANCHORS SHALL EIE 1/2*ox 40* LONG "J- LT
r4 OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS.
80 S' 0307 STEEL) FOR EXTERIOR WALLS
REQ'D. SINGLE-OR SHEATHING TO STUDS FLOOR TO FLOOR
DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACIN
7 G ANCHOR SPACING
7/16* OSB SINGLE
(BLOCKED) 6" 12"
7*1 DATH CC) �1_ 60* O,C.
7y'
7/16' OsB SINGLE
(BLOCKED) 4" 12-
60" O.C.
711 r>" OSB SINGLE
(BLOCKED) 3" 12"
36" O.C.
7/16" OSB SINGLE
2' 12"
\j BLOCKED)
24" O.C.
AWS) Ili:0 3e-7" Epox-f C7900 TE PoCl S
NAIL PANEL EDGES ONTO DOUB STUDS. lh� T"9utl5c-;,b ICODJ 1-0
&hI6YF_
SPliCING-
ADDITIONAL NOTES-
1) FOR LOCATIONS CLOUDED AS
01 INDICATE LOCATIONS WHERE HEADER SEAM SHALL BE
BOLTED PER DETAIL "13" ON SHEET # 1'3
2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED AE30VE SHALL
BE E30LTED PER DETAIL "E' ON SHEET #1,3
3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON
SCHEDULE "A' ON SHEET,# 11 . STRAPPING WILL BE A0EQUAlrE TO RESIST SHEAR FORCES
ACTING SIMULTANEOUSLY WITH UPLIFT FORCES.
4) THE ALLOWABLE.SHEAR VALUES OUTLINED 13Y SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS
HAVE BEEN REDUCED By 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR
7 WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY (OF ALL METAL STRAPPINGS THAT
CONNECT STUDS TO TOP PLATES, SHOE PLATE. SHEAR WALL H(OLDDOWNS AND To STUDS OF
FLOOR ABOVE OR BELOW HAVE BEEN REDUCED By 187. FOR THfE SAME REASON MENTIONED
ABOVE.
5) FOR LOCATIONS CLOUDED AS '(D2 , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE SP:,�APPED
0�) AT TOP & BOTTOM AS SHOWN ON DETAIL -A- ON SHEET #
c
FRONf PORCH, (MA0 .LJ
),Zx 14 6) SMILL I&F
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7) 3\ F-TAIL"C" OF
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SCHEDULE lfA_$p
ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE
OF BEARING 'NALLS (PRE-ENGINEERED FRAMING)
TRUSS No. OR UPLIFT TRUSS TO TOP
DESIGNATION (lbs) PLATE OR TO STUD TOP PLATES TO FOOTINGS
ALL MUSS ENDS
.EXCEPT ONES 0- 6s �k5 r":slmp_W4"j, C'Llp-5 1/2"d GATOR 13OLTS SPACED AS
OUTUNED BELQW SHOWN ON SHEET #12
13 31&1,c i'/Dz,,o3/
1415 11,51KPSONl We$ 1/2-0 GATOR BOLTS SPACED AS
SHOWN ON SHEET
is-,,s)I, E
tAT-5 0 f4 (ONE) 1/2-0 GATOR BOLT LOCATED WITHIN CAD FILE NAME
toop 151scli NwLeD WjCt4) 6" OF CENTERUNE OF TRUSS BEARINQ
I act A 1111.4 N AILS LOT V7 1+�JAe-^
6 tklv� lgeaA FLORIDA DRAWING NO.
DRAWN BY* APPROVED BY:
APPROVED 8
Low
so o'o Y; LJG 's-7. CJafir'etr ��� SHEET NO,
9610 Orok
DAM en oakq3fvd
Ja;t, qT32257
WALE; AS NOTED 11" OF
SFE TRUSS ENGINEERING BY F04 TRUSS DESIGNATION. Ll
A
TABLE FOR SHEAR WALLS FRAMING
(SECOND FLOOR)
DA-m THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERVOSE
NOTED IN THE TABLE.
A� WOOD SHEATING TO STUDS NAILING SHALL 13E 8d COMMON NAILS.
*FC1 _�DATH a GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d coLLER NAILS FOR 1/2" & 5/8' THICK BOAf
RESPECTIVELY OR 1-1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS.
GLo5E,r X
DEPROOM
REQ'D. SINGLE OR SHEATHING TO STUDS
DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING
CA)
7/16" OS13 SINGLE 6" / 12"
(BLOCKED)
LG E R SHEA:HIN 0
L 0 G
T IL
S:HEA HITNGN:AT SPTA:
C
SINGLE 6 1 2
__j ------------------------ 6
NGLE 4" 12"
@ 7/16- OS9 Sl
(BLOCKED)
(F) -7/16"OS6
OPEN OELOW DEPROOM ADDITIONAL NOTES:
LSTI)B- "SIMPSOW, FLOOR
1) FOR LOCATIONS CLOUDED AS USE (ONE) MOM NO-
TO FLOOR TENSION TIE.
FLOOR
2) FOR LOCATIONS CLOUDED AS USE (Two)MoICIL No. LS
TO FLOOR TENSION TIE. (D.
CI.05ET
3) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, WHERE WALLS ARE A CONTINUATION
OF GROUND FLOOR WALLS, MAY BE E30LTED PER DETAIL "I" ON SHEET #1,5
4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE M 0,bFL, MO' C 5 ZO 51M P S 0 fj"
SPACED ON 32' O.C. 0 BOTTOM A N�D A LS 0 0 f V L I E n 0 TOP PER DETAIL 'D" ON NbxT
Slitf_r YMERE SECOND FLOOR WALLS ARE SUPPORTED BY FLOOR GIRDERS AND ARE N_Qj A CONTINUATION
OF FIRST FLOOR WALLS. EXTERIOR WALL OPENINGS MAY BE STRAPPED PER DETAIL 'K* ON NEXT SHEE-T
�ITTING-
TABLE 1606.1.4
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
FOR WOOD STRUCTURAL PANELS
MASTER DPIRM FORCH FASTENER FASTENER SPACING(In.)1,2
TYPE
Panel Span_,� 2 ft 2 It<Panel Span 4 It<Panel Span 6 It<Panel Span
<4ft <6ft -.5aft - -
od Serew3 16 16 12 9
J, 2.1/2 116 We --------
2 1/2#8 Wood Screws 3 16 16 16
7171_11T17t 12 6 4
DQuble-fleaded Nails'
S1- I Inch=25.4 min I foot=305 mm
Notes:
_4 1. This table Is based on a maximum wind speed of 130 mph(58 nds)and mean roof height of 33 feet(10 in)or less
2. Fasteners shall be installed at opposing ends of the wood structural panel.
0�Lt't— 1—o
e) c Uj 3, Where screws are attached to masonry or rnasonry/stucco,they shall be attached using vibration-resistant anchors having a minimuin withdrawal capac�
ity of 490 lb(2180 kN).
4.'�Nails shall be 10d common or 12d box double-headed nails.
FLORIDA BUILDING CODE BUILDING.
_T
4
P
�e,
L
5ee 'Ae'�Zj"c OF ,
#13 for 0&ay- 13 o It
I ),S tr'w,i-�
CAD FILE NAME
LOT 1-7 ' Vi i aa&,A P
-Fhr"'.�j sti"t- g0dj FLORIDA DRAWING NO,
A,U"hc ige",
DRAWN BY' APPROVED BY:
L(yu is
au
�71 6rie C T_ SHEET NO,
APPROVED i3y, LJG 7. ja&J,
DATE: 5 luz- 9610 Oroksn 0akQ3[,vd
ja.t., T132257.5/?
SCALE., AS NOTED 12- OF
SCHEDULE "C" GARAGE DOOR HEADER
ROOF TRUS ROOF TRUSS ITYP)
RRUP7ED SPAN LENGTH OF THE MD. ESIGN CRITERIA 5?"
WALL PLATE HEIGHT STUD SIZE SPACING TE — LATES
RECOMMENDED STUD SIZES MID SPACING 4JOHE PLATE: HFJGHT REPRESENTS'THE VERTICAL
N
IF HORM CONTINOUS BRACE CAPABLE OF TRANSFERING 1) LIVE LOADS:
LATERAL LOADS TO SHEAR WALLS DOES EXISL ............................20i/sq. It. FLOOR.............. .............�.ACT#/Sq- ft.
8�-T THRU-T-10' 2x4 THEN 71`1�.SCHEDULE SHOWN ABOVE OCIFS-NOT
APPLY. x
2x6 x
10'-C)'THRU 114'-0' THREE SECOND GUST WIND VELOCITY PER FBC-2001....................120 MPH x
I (IMPORTANCE FACTOR)=1.0, WIND EXPOSURE "B", CATEGORY "11" BUILDING x
14'-1"THRU 113�-6' 2x8 is' CCPi 0.1 (ENCLOSED BUILDING) I
TINUOUS STUDS
19'-0'THRU 22'-0` 2x8 12 COMPONENTS & CLADDING DESIGN PRESSURES
2XIO 12" ROOF (ANYWHERE)= -65A Psf. +14.9 Psf
WALLS: ZONE '5' IS WITHIN 3 IL OF CORNERS. ZONE -4* IS ANYWHERE ELSE. PRESSURE
ONERAL S—TRUCTURAL -NOTES: ZONE EFFECTIVE WIND AREA (%.III PRESSURE ZONE EFFECTIVE WIND AREA (sq-ft) 1/2"0 GATOR BOLT STRA @
4 10. 25.9 -28.1 5 10.0 25.9 -34.7
1) T IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 0 24.7 -32.4 C,520�"Slm P'SON PER-SHEET #I?_
4 20.0 24.7 -25.9 5 20.0
P Is S W?S90
REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF
CONSTRUCTION AN:P OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE 4 50.0 23.2 -25.4 5 50.0 23.2 -29.3
4 100.0 22.0 -24.2 5 100.0 22.0 -26.9
WITH ALL APPLICABLE CODES AND REGULATIONS. ING SURFACES THREE OUS
LUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILD 3) STUDS
P CONTIN6'
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR
TO COMMENCING WORK.
3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, x
S AS MAY SCHEDULE "D"
ANGLES, PLATE% OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHE x
BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN OWTHE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOPS FOR ALL LOAD BEARING WALLS x
4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWINPS) ANCHO TO SLAB @ 8 M
x ........
REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE (N.T.S.)
ENGINEER, OPENING WIDTH IN FEET
UP TO 31_O" 3'-1" THRU 61-0" 1 6'-1" THRU.�10'-V_j
5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND I PPING
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK $ PIT STRA *
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, LINTEL (3)-2x1O',j (3)-2x1'2's UPPORT GIRDER EXTERIOR WALL OPENINGSZ E TOP & BOTTOM
TTOM EXCEPT AT �,� <N,T,S,� t
[JAMB USE TWO(2)STUDS OF THE SAME SIZE AS ESE OF THE 'WALL BEING CONSI!!!�Dj STRAPPING 0 TOP & 80 At -
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATIONS WERE DESIGNFD T[I EXTERIOR WALL OPENINGS GARAGE DOOR & OTHER LOCATIONS SHOWN DOOR JAMB
FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING TWO (2) PLATES WITH A 1/24 PLYWOOD FIL ER MAY BE USED INSTEAD OF E30TTOM ON SHEET #It OF THE DRAWINGS 7N_CHORAOE 0 TOP & BOTTOM RIM JOIST OR BEAM
CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. THE THREE (3) PLATES MENTIONED ABOVE. STRAPPING 0 TOP &
(N,T�S.)
7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE: PLATES.
SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING
ERECTION. x
CONSTRUCTION NOTES: ROOF TRUSS NOT RQOF TRUSS PREENGINEERED ROOF TRUSSES
CONCRET SHOWN FOR CLARIT7Y\\\, GATOR N�T'
TOP PLATES
ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI x
x 3'x 3"x i/a,
SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE.
COMPRESSIVE STRENGTH AT 28 DAYS GATOR WASHER
2) FOOTINGS S14ALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON POST STRAPPING @ TOP
STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM
5 vi"'s lkr sorif 16-rPoes HURRICANE STRAPPING PER TOP PLATE (N.T.S,)
DRY DENSITY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (I ft.) BELOW.THE BOTTOM OF THE FOOTING. 0 32" O.C. SCH. "A�' ON SHEET OF WALLS
3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS,
WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING 6"x 6' OR 4"x 4�' POST
LFVEL SOILS, ArTFR COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED 'x
A6U, "SIMPSOW, pasl-
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) AlNe,�Iog
-�1/2"O GATOR BOLT
4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, C PER SHEET # 1/2"0 GATOR BOLT
ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS, PER SHEET #12, DRILL 6o INTO CONCRETE
5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FQOTINGS SHALL, BE
L51016.".&I K?too, POST STRAPPING 0 E30TTOM
LAP SPLICED A MIN. OF 36 BAR DIAMETER
OTHERWISE NOTED. SPACE 0 32",O.C.
S OR 24�, WHICHEVER IS GREATER UNLESS: (MAX.) BATOR COUPLER
6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT.
FOOTINGS (TO MAIN REINFORCEMENT)............11.......3 inches f4 POST STRAPPING !A
SLAB ON GRAOE�......................................................CENTERED CORNER DETAIL 4
TOP & BOTTOM
7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT V-04 AROUND CORNERS OR
CO M)A 0,%S 14 9jjj
CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. SHOE PLATE
8) CONT T*I
REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES 1-4 is LS 0 f
RACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETO, NECESSARY TO SUPPORT IV I
SHALL HAVE ENDS WNCH ARE PLASTIC TIPPED OR STAINLESS STEEL. SUPPORT BEAM OR ZXI+ 5 o,c,-
9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR! GIRDER PER SHEET #it
EXTERIOR WALL OPENINGS
DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DEITAILED 11 1/2�'O GATOR 13OLT.
OTHERWISE ON THE STRUCTURAL DRAWINGS, STRAPPING @ TOP BOTTOM PER SHEET. #17 GATOR BOLT SYSTEM
DETAIL <N,T,S,) INSTALLATION INSTRUCTIONS
10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH IHE BUILDING CODE REQUIREMENTS GATOR COUPLE�,.
FOR CONCRETE" ACI 318 LATEST EDITION, AND 'SPECIFICAT-IONS FOR STRUCTURAL CONCRETE STUD TO STUD STRAPP G 1 1) DETERMINE THE STARTING POINT AND MARK EITHER THE
FOR BUILDINGS" ACI 301. (N.T.S.) FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR
_MASONRY 1/�"o GATOR BOLTS SPACED rEXPANSION1 JOINT -See 1--(P. Q�NbATIOW IF "J-13OLTS" ARE USED OR BOLT LOCATIONS DIRECTLY
1/2'0 GATOR BOLTS SPACED ON THE HARDENED CONCRETE IF' EPDXY ANCHOR BOLTS
PE SHEET # 17_ . ADDITIONAL ARE USED.
)NCRETE PER SHEET #IL, . ADDITIONAL kn AT GARAGE DOOR
1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CC ,�STUD WALL RECESS SLAB 3/4�'x 10" WIDE
MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH' EXP. BOLTS MAY BE NEEDEQ,.PER —#4 RODS CON r. EX . BOLTS MAY BE NEEDED PER
OF 2000 PSI ( f I M = 1500 PSI SHEAR WALL TABLE ON S14ftT �11 F 4�' CONC. SLAB W/6x6x1O/10 W.W.F. SH AR WALL TABLE ON tHEET #11 exoX10/10 WW.Fl EPDXY GROUT CORNER LOCATIONS SHALL BE PER DETAIL "C' ON�THIS
SHEET.
2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S.
STUD WALL
:4"
3) INSTALL COUPLER% WASHERS & NUTS WHERE REQUIRED
ENT SHALL BE GALVANIZED TRUSS-TYPE WITH
3) HORIZONTAL MASONRY JOINTS REINFORCEM EVERY OTHER BLOCK COURSE, MAX. 16 In, D.C.. &BAD/io W.W.F. PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S
6 in. LAP AT ALL SPLICES AND PLACED AT MIL V.D. OVER CLEAN, CONCRETE FOOT R�QOMMENDATIONS-
LL COMPACTED TREATED FILL z
WOOD FRAMIN T:.
a
1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL _�,-#4 RODS VERT. ON 48" D.C. & AT CORNERS.
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. VERT. ROPS SHALL BE HOOKED 6" INTO
FOOTINGSI 0 BOTTOM AND 12" INTO SLAB cq (2)-#5 CONT. HOOKED TURN DOWN SLAB DETAIL BOLT R DETAIL (T
I M (N.T.S.)
2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: 0 TOP. FOR HORIZ. REINFORCEMENT, USE & TIED AT CORNERS
9117=1 Lul 1 1,
.IT— 9 a. HORIZ. JOINT REINFORCEMENT MIN. 181, 0 GARAGE.
LAM. VENEER LUMBER
SAWN LUMBER Fb = 2,600 PSI TTP:V ON 16- D.C. .(MAX.)
Fb = 1120 PSI
Fv = 90 PSI __Fv- - 285 PSI
E = 1,900,000 PSI 48' (MAX) OR
Fc1 = 566. PSI
BLOCKING REQ`D.
FG = L455 PSI CONSULT BETWEEN OUTRIGGERS
E = 1,600,000 PSI TURN DOWN SLAB DETAIL 2X4 BLOCKING 0'SHEATHING JOINT 2x4 OUTRIGGER
20'(W)x 10"(H) CONCRETE FOOTING 4�' FROM CABLE END 0 4V O-C /-HURRICANE CLIP H-2.5 CONT, 2x4 SCAB FROM TOP TO
3) ROOF & WALL SHEATHING SHALL HE 7116- ORIENTAL STRAND BOARDS (OSB) OR BETTER, REINFORCED W/(2)-#5 RODS CONT. EXCEPT GARAGE U-HANGER OR EQUAL 0 484 D.C. BOTTOM CHORD TO SERVE AS NAILER
7/16' STRUCTUR G 20 BARGE RAFTER CONT. FOR X-BRACING 0 8! D.C. PROVIDE CLIP FOR 400 Ibs.
SPAN RATED AS SHOWN ON THE DRAWINGS. — — — — — — — — AL ROOF SHFAIHIN OF LATERAL SHEAR
4) ALL WOOD MEMBERS EXPOSED To WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUNDATION DETAI r 6x6XIO/10 W.w.F. SHINGLE STRIP BOTTOM CHORD OF COMMON
OR SOIL SHALL BE PRESSURE-TREATED, TRUSSES 0 24' D.C. BOTTOM CHORD OF CABLE
FASCIA END TRUSS
12d NA%S 0 e D.C.
neduers
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH _F _9x
APPLICATION, FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM pw per shlol 4 TOP CHORD OF CABLE ERD (3) 12d NAILS
TR
RODS CONT. I
(2 USS DROP 3-1/2" DOUBLE TOP PLATE
6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. ILI< snw
FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-1�53-80. 2X4 SCAB CONT. TOP TO MAX.
N N N . BOTTOM CHORD 0 8 ft. OPENING
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. long INTERIOR STEP DOWN DETAIL FROM CABLE
strap.
8) GRADE or LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 - — — — — — — — — — — — — — — — — — — — - 4 SCAB FROM TOP TO 2x4BLOCKING 0 48" O.C. BE-fWEFN.
NMNOUS CONT. 2x
BOTTOM CHORD 0 X-BRACING CABLE END TRUSS AND FIRST
INSTEAD OF SYP #2. GATOR BOLT SOLE PLATE SHALL BE (PROVIDE ADDITIONAL &4�� AT COMMON TRUSS
ANCHORED TO SLAE3 9// 2x4 SCAB IF VERT---- VERTICAL IF HIGHER THAN 48"
1/ 110 WEB IS NOT PRESENT TO FORM AN 'L" SHAPE) -
2x4 STL DS 2 GATOR BOLTS SPACED CONT, 2x4xR'#2 SYP. LATERAL
0 16" D.C. PER SHEET #I?- . ADDITIONAL BRACE 0 t-V D.C.
SCHEDULE ."E3" — MISCELLANEOUS FASTENING SCHEDULE DGATIR 3ELf EXP. BOLTS MAY BE NEEDED PER 12d NAILS (TfV BOTTOM CHORD OF (3) 12d NAILS ISOMETRIC MEW
X-BRAcING CABLE END TRUSS
CONNECTION FASTENER NUMBER OR SPACING 6x6xlO/10 W.WF. SHEAR WALL TABLE ON SHEET #I SHOWING LATERAL BRACE TO
GABLE END TRUSS
2 IT-rt9,"-SVA Pon". (2)-20 TOP PLKfE —PLATFORM FRAMIN-0—
TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON HOLDDOWN 1__� -1 - - . . .. , -z , . 01T.S.)
4 - CONT. 2x4x8' #9 SYP
STUD TO SOLE PLATE� TOE NAIL 8d COMMON -,. N NOTE. LATERAL BRACE 0 2.LCO-C- 20 STUDS 0 16" 0.16.
DOUBLE STUDS. FACE NAIL 10d COMMON 24" D.C. (Z�H'rfzz UNEIRACED LENGTH OF X-EIRACING MAY
"St Soo CAD FILE NAME
v T EXCEED 110 ft.. IF LENGTH DOES 2x4 BLOCKING 0 48' D.C.
'D. BETWEEN GABLE &FIRST TRUSS 0,rcxxs�_-
10d COMMON 161, D.C. TT . I .
TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - -16d OR 3-10d COMMON 1 11 ., . . .0 EXCEED 10 ft., ADDITIONAL SCAB IS REQ to
DOUBLE TOP MTES� FACE NAIL Houbo S NO
2 :. ...
CONTINUOUS HEADER, 11#0 PIECES 16d COMMON I G" O.C. ALONG FA, EDGE CONCRETE SLAB k2'-#5 RODS CONS.
CUP 0 48" D.C.. CLIP MUST
PROVIDE A MIN. 400 Ibs OF SHEAR.
0"
ELYWO ELOLR� SHEATHING: 2 A_bLA11_e DRAWING NO.
CL -------
_LATL PLATFORM FRAMING
ROOF 7/16" OR GREATER 13d COMMON 6" D.C. EDGES & x., INTqRIOR THICKEN SLAB DETAIL
2� ,. _. ..-- 'i z: GABLE ENE) DRAWN BY.
B" D.C. INTERMEDIATE APPROVED BY.
ES & Detail Jamb stra APPROVED ey. LJG SHEET NO.
WALL - 7/16" OR GREATER Bd COMMON 6" O.C. EOG pping Detail Jamb. str
12" O.C, INTERMEDIATE .9. MISC. FOUNDATION DETAILS
0 top Bott. - -5 16?-- LOUIS f�-A. P.E.
FLOOR - 3/4` T&G PLYWOOD Bd COMMON 6' D.C. EDGES & op & Bott.� (N,T.S.)
12" 0,C. INTERMEDIATE SCALF-- AS NOTE 7- OF
0,
TS P",
IT
I�XTERIOR WALI
S �P G C
TRA IN 01
N.T.
L'*- OK see 6qng- wqLL'TA%LES D
((N.T.S.))
((N.T S, �ifi f�5i, vi,e Lj
C4,
7.
72 ff WOOD BUCK 910 x 11/1' MINIMUM EMBEDMENT OR
/@ 3/16' PFH TAPCONS WITH
4,563'- 1112' MIN, EMBEDMENT (TYP) 1 U111IS Wd.K INVUO KI AT LVAIDS M111110 Of A CNI R
(2) PER HEAD JAMB EVEN WH IMI THE WE KNEEN IK[VI If CWI M 60A
10 ill[11163 1916 AU K(53 MIT IS INVUP N
1/4' CAP MAX. 0-414(M(A3 WERE Hif UNIT mo THE AKA ME UNO 10
A(CIPI VAIR 1911012
.150' S%RF RATINfi
WE VAIN IRIM111 a vAll Numlim
awiffli 110 ED
PositIve Not Approvedl[::]) 0�F-
7F
o'F
N ive A r x
01
MATERIALS LIST
W. 01SCRIPHON PARI OBER (w(His
its to, V000-Hoo JAMB
lot WUSION VIAIN(RSIRIP
VOOO-SIRICLAH— I VV x 4 9/16'MILIULgL_
a FIXED THRESHOLD
lop COIL EV-05
8111/16' INTERIOR79 /16' 2jL-kEm
26 a.(ml ig qw)
MAX EXTERIOR SlEft F11 )a fill 1 a Fmp-4�1
fft1ffjwLEAuI1L— BASF FOAM - DENSITY n TO 2.5 Ibsfit'
BOTTOM(WIL I x
k
V000 LOCK—SLOCK IV49
Ev.01
V091)
CV-06
LOCK FILLER PLATE EV-09 a THICK PLAS11c
-T Id,HIK EV-15 .097 THICK(STEEL)
VOOD-HIN61�JAMB a-11 I I/V x I 9/w Hit, 10 BE v000
/16'111,11,111111,111, 1,1,
VOOP HIN61 STILE 116'X 15/16'X 79 5/16'hl(. ig k VIIII)
110 x 3/11QUK9- N)KREVS PER HINE
0 0 x 2,
x 2,rjus, (2)SCREVS PER 11INGE
IT, VIVI HINU IT
ff8 I �
ffq I A
91 M,10�Ioml
1.25' (2)SCR(VS PER PIKE
OTE%m-'� —F 18 x
_FRV-S, V AT EACH STRIKE PLATE
LOCKS[l VIKSIT ORANO 20 LOCK
ME CUR H05IFICAIJUNS eallo
2 BY VOOD BUCK A101 IR it. hw 041(--Nly moolfICAIION3
am P'o'm ttf�knt 11,1 .111i U
pia 4,!n'o STl,m
T ON
1UN B-B "110 x 11/1' MINIMUM EM w, NJ . y
PUMINI OR a F0
Y16' PFH fAPCONs WITH
1112"MIN, IMPEONEN1 (111)) RRR Hiff MIN.
INWINGQ) PER HEAD JAMB 'A SHEIT 2 Of 6
DOOR CONFIGURATIONS
fig 3/4'MAX
4-MAX V MAX
—3-MAX 4-..x (NTERIOR
3 -MAX
AJAX r-'AX 100*MAX
J L-1-MAX 5. J!5.MAN 31 1/4,
X 14AX 37 1/2'MAX
F9 314, 29 V11 3/4,
13.MAX MAX 33 3/4, MAX
MAX
x
0 15,"X SMIN MA
MAX /11 OX
rr
15*MAX
U c-
�-j
A
37 I/a-..x-
4-MAX I AA MAX T 1,
1.51"X 4-MAX A 9/16,
r w EL I C. 4-MAX —3 MAX 3 14-MAX 16
-AX--`I F-MA MAX
F,-V...X 1 141
I I I -4
6-M44i I ll I
3-H491 Lj—, _I L
4-MAx—J L
I-W.1 0 r- 0 IN
4-MAX -- SEE CLAZ
-Ax
TL� . I G
— 1/4, EXTERIOR
Is,MAX
ar
MAX
0'r-
SECTION A-A
1-11 PAZ
1 OTHER CONFIGURATIONS
14;
INSWING
GLAZING DETAIL
5-MAX
a.MAX
X"A X
4-mX DOVIN VILLIAMS 850A AX 37 1/
EXTERIOR GRAM LATEX CAULK MAX2
EXTERIOR
132L
LIMU-KESS WIED.fK DEC m
11jum.REss hoka,sm axi.as
Al ENGINEER- U11. REVISIN --LL�Lf�lsy 1 INTERIM C ane calmly maQW(CAIM
4z PART MW APMFU"�DAS CmI;'LyQrJ"'rH THE _L_ADMI FAIL 5(0XR Tf[WS)
IL t " : mg 7.9EVS fQ Lift FIKS
CIA',;: I WE t-,11-01 T- - 4 11111146svEm hit an in A Ago oxg oan mwlcmr
1 1/2 A I it
pw g.-1 FAIII �---m
PREMI)OR ENTRY SYSTEMS 3 1-102 04' GLASS BITE 29 tTAD FrW—
FROM C 01.01VISION III C-EfrUM SHEET:'�. PROO Rl I'lu"'U'R LNIRY VTVIFM�
O','ILVING COOE COIAMANCS OFFICE 11111M.IS_6616? -;.'�' OL ON 31-1020-EW-1
AcclipwsceNo 1/8' TEMKRED CLASS smommmoccom FFICE ITT t Sl F OF 6
ACCill A
------------------- C
sk e vi 0�f,
Kheo Product Ratings
EfTective: Mzrch 3,2002
PRODUCT LINE RATING(usf) SME(in)
IV140/50-SH +30 -35 53x78
Standard single hung +30 -35 36x96
M40HP/50HP-SH +50 -60 53-63
High performance sin le hung
9 +50 -55 53x761/4
+35 -35 53x96
TW-SH +50. -.50 5308
Tilt sash single hung
+35 53x96
TB-SH .+50 -50 53x96
Tilt thermal break single hung
MP-SH +70 -70 53x78
Imoact single hung
RW HP +35 -35 127x6l
High performance horizontal slider
RW XHP +55 -55 74x5l
Extra high pefformance horizontal slider +45 -45 1 12x63
M2/3/4/5 SGD +35 -35 4068 panels
Standard sliding glass door' +30 -36' 3080 panels
2"Sill
M2/3/4/5 HP S(3D +45 -45 4080 panels'
High performance sliding glas3 door
2-1/2"Sill
j'V
12/3/4/5 XHP S(3D +55 -55 5080 panels
Extra high performance sliding glass door
2-1/21, Sill
5' wide panels not available in M3&5
Revised:04/04/07
CAULK BEHIND -:I— VINDOU —L� Tkin By FRA
YRIDOW FIN BY OF)ICAS %I INSTALATION ANCHOR %JCOI) UUC9 AdCHOI? CONCRETE OR MASONRY
orki ' PEHIU 3116' DIA.CONCRETE OPENING by OTPERS
1/4. 14AX AULK a vvmv roi SCREV ANCHOI? 1-1/9*NIN VIBE91107 COIICRETC OR MASONRY
SPACE� BY OTHERS CAULK 1ICI%IECN WOOD BUCK 1) 1
,,�1IPrnINCj By OTHERS 01a
S IrAYNIIJO IILILII.A
IWO BY rRAMING I HERS SHIII AS REO-D., I, "I"'0111"TI"L 1,1.C.F,1I1,1,T1L1AIION 1111NQ�RS UJOH&L044 8CARR�q S01115, MAX.
OUCK By OTHERS or 13111CR$ i &MASONRY OPENING By [)I A-11 S . IACI
1-1/4' MIN V/LOAD Y WOOD IIIA,All I,,,ALLOf 61;i7USC SHINS 1111 RE SPACC GRFAICR INAN jjI6*13 pqSCI,
INSTALLATION ANCHOI? BEARING SHIM BUCK By OTHERS '51 -%GR1CR"1'151 D"T'LLA"ON ArICHUR$Pun it or sl)rrl
a.1-1/6,InIa TWO DY WOOD It CRETE SIT AC IISrVeE,I,,C11brp,11f
INSTALLATION ANCHOR AULIC BETWEEN VAS LL t�U � OF SUIFICIENt
1110 SCREV (TYP.) PIIRY LsNGTN TO ACHIEVE MU1 ElIsrDIT11111i rollr,11-114*INTO HA�SohRy 02 CONCACTE.
BIG SCREW (IYP-) OPENING& VOOD BUCK 13 MAX ALLOVADLE SPACING RET11EEN 910$
SHIM AS RED'& BY OTHERS oc.MAX. Cgril ANCHOR$�Afjo C01CREIC SCREW ANCI.CkS]a SE Z4.
V/ L CAD 5, USE LATEX CAULK CI EQUIVALCUT FM PER)IIETER 1EAL AP12U�11§9TERICIR or Duag
1/4'HAX. DEARING SHIM SLIDING CLASS %JCOa OUCK ANCHOR Ir EJACAFICI WQR SIZE IS IJOT L.1,SrAEa IjjS;,jCj
I U C j%ICHa r LUSE A?C, UANTITY LISTED VITII IIIXT
5/16, VIA CONCRETE LAR( 3111,J"OR'1,hr AP11G1 4U f R
SPACE 4 DOOR FRANC C 0 7) rDit PIKKC, R rS USE 4 IREWD,
SCREV AJI H R BY OTHERS PLACC COhCPETE SCREW ANCII 40 1r
JAME OLS$ICIS IFRUN'PASS DOOR SI
I DF ,a CIIIIrIGURA
VAR I GFG� S,,RU,AS...WN TION TO rftUSjI UpE,jj,I[j
1/4'14AX. 0) GLASS'""KNI`15"A' A,N 1 C1300 CLASS CHARTY,SIHGLC 1AAZIriG
is SMI)VII INS.I.ATILIC GLASTSF&I ALSO(IIIALIFICU.
Ifla SHIN SPACE 9) JAIJO.SILL C0RI1fA$AND ALL ANCHaRS IHRDUCH SILL ARPE 10 ZC SCALCI)WITM 4 SHALL JUIIIT
2 $CAN SCALER,
EXTERIOR 101 ALL IH3TA I)C HADc IIF C"RAOSD
HOL h 11) NOT ALL ON T,1IRIES1DSRTAA1114Y I�KkIJCRIALS_
Elf) OUCK MEMO 111) �.Mflffi ',,�f ITAL kiEVVI JIISIALLATIDI
A, �f
'jj�APP,L,11 1130 111 LAINY,Or'ALL 4Ci�rIGURATI4NS.
By 011 MARX I L HARK 3, JIG LIE
wD BY 21 (TYP.) A3QVC ARC SHOVII
FIN FLRA14C JAMB WO Irks 701PERED 6LASS NOVI. TiNIS�RINT ALSO APF S To jj4pK
EXTERIOR FInIsm
Be OTIjERS EXI, FINISH (Typ)
PER By QINCRS
SECTION 2 BUIE'ICR CAULK
Y 0r,CRS PERIMETER CAULK 1-1/4, MIN INSTALLATION-AFI-CTIOR—C:HAART ---
PLAII[EYER CAULK— BY OTHERS H8CI)MEHT 111- 1110 SCRnJS DI 3/16' DIA., CONCRETE MIG SCREWS Q
WINDOW BY OTHERS CALL OVERALL FRAME HEAD SCREW IN FRAME SILL E:A.
V11140011 - I SIZE SIZ UP 1 46 P 1�22 4. HDQ STMIR
DTM EXI rimmi I'll 61,011 UP 111 16, PSr 61 PSr LIP TO 61 PSF*
BY IflER9 TO TEO To
up
... �'D :1
S 60 45 r i�(I Psi, It PSI,
SLIDING CLASS 5068 XO.Ox.Xx 60-IWI 70 PST,
DOOR FRAME 3 -3
IWAD �_PS.G.D.VIVIII SiJ/4'MAX, 660 XD,nx. XX 72-11/14� a" 3 3 6' 6
IT 3
4 4 4-1 4 1 a
SILL STOOL 114 SPACE 00613 X0.OX, Xx 96-11/16 go 5 5 6
006 X OX 3 -5 5 3 6
By 9 13 6 7
0 00 7 9 19 7 77 9 3 6
a OXII 81-5113 X 60
21,D.C. MrffX_XtFUW I - L_ 9
HC16fir X a __G_ _r____j _+_ ,
MAX. 0YP,) 12060 OXXO, XXXX 144-11,116,x'80 7 7
JAG a IIXXO1 X 9 10 7 71 0 a
Xx 192 11"16 10 13 15
TEMPERED 200 a OXXII.XXXX 240-11/16 go 13 12 9 Ida ILI 3
CLASS CTYP,) Sol"X011:.11.11:xx�',' 0-11/116 a
2 EDUAtLY 1-1/8,MIN, 6080 X 7,_I1/16 x 96 3 3 3 3 33, 3 6
WINDOW T_ 4 4 6
H r SPACE EmBEI)Iirta sISIALLAYRIN ANCHOR 4 4 41 4 6 6
EI HT 8080 XD.119. Xx '36-HdUl X 96 5 5 6 5
AjICNQr?S UM)SCRE%/ a TOP 55 5 4 6
11 X N�. 9 a 6 7
OYPI) 9 so XD - 9 --r-_6 6
0 --i— 6 6
1/4'MAX CAULK BETWEEN 12000 IIXO 7 _L_
SPACE 4S-Sia x 96 a jo 11 1 8) 9 6
vollo FRAME L 1-5jo n -36 10 13 6 6
H013K STRIP 1 --42— 9 13 1.
90 INSTALLATION IROGO 1) 7 9 -A__.__6__
ANCHOR SCREW 144_11�'1'6'�'3s 7' ID 11 7 6 T
—J- 16000 OXXD a-11/16 96 11 34 17 9 8� 9 6 6 6
BY VOOD 20080 ma X�,(",X 12 6 6
6'IIAX. FAIA&E By OTHERS
TWO BY FRAMINIO 0 0 0 (TYP) -j
By OTHERS SLIDINC. GLAS
DOOR FRAME
—7 SILL SLIDInD CLASS
DOOR IfOUK STRIP
MON I b
61 MAX.(YVP.>
.U?,UIIUI4 ALLOY 6003. 1 1 r L=4= 2
1AUST Of OF SUFFICICIII LTH. 10 ELEVATIOU EMBCOHEN7 BY OTIICRS
)F I'INIO FRAMING MEMOER.
6'FROM CORNERS& 24'D.C. VIEWED FROM EXTERIOR EXI FINISH I J
By hI11ERS
ATOMEAD&JAMBS WITH DUOSIL OXO DOOR SHOWN EMERIOR-ELUATjohl
PvE EOL'APPLICATION OF DUO-SIL PERIMETER CAULK LAW XXXX DOOR silawl'i
IRLY VOTH SEALANT IWIVACTURER'S TEMPERED GLASS BY OTIJERS
CAULA BEHIND FIN AT VIIIJ=11 SILL. SE) SILL III BE, (TY
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