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9117101
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13UILI) SET 130HRER REGIDENCE
Aq-te/q;>5 6- C" 7-
64' DATE:
041/2 19111/2 8, 9/17/01
7' 12'1/2
5'5 1/2 61 9113/4 9113/4 310 42
H05E R11313 LOCATION
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SUIlERINTENPENT: DATE:
NOTE FLOOR COVERING PETAILS 9/17/01
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SCALE: 1/4" = 1 FOOT
2-2- Plq-e AD 15 6- CT
FRONT & RIGHT ELEVATION5 DATE:
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- - - - - - - - - - - - - - - - - - -
4_�
- - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
F
UNLESS R , By THE SOIL ENGINEER OR CONSTRUCTION
ULED OTHERWIS HISTORY OF THE SPECIFIC
FAMILIAR wffH THE
PROFESSIONAL THAT IS NSITE,THE
AREA OF THE CONSTRUCTIO I k_
CONSTRUCMONSMORTHEGENERAL cm%.23 FT.DEEP
NDS THAT AT LEAST
UNDERSIGNED ENGINEER RECOMME LANAI (4"
ONSTRUcnON SITE FOR THE PURPOSE 4
SOEL BORINGS BE PERFORMED AT THE C
N AND To INSURE THAT THE SOIL LOWER)
FF SOIL CONDITIO
OF EVALUATING THE DE LE SOIL (I.E. ORGANIC SOIL ,
FORCH (41' DOES NOT CONTAIN POCNETS OF UNSUITAB USE FUTURE DETRMNTAL
UNCONSOLIDATED C j
LOWER) LAY, -ETC ) THAT MAY CA
STRUCTURAL SETTLEMENT-
BORINGS SHOULD BE PERFORMED TO ESTABLISH
HOWEVER,(6).FF.DEEP SOIL
THE DEFM OF SOIL ExCAVATION AND BACjouL NUMBER OF BORINGS SHALL 0
NDED By THE SOIL ENGINEER. AREA
BE RECOMME
ISPERFORMED(LE.25 Fr.DEEP SOIL
4SnGA11ON lie 5q ft
IF NO DEEP SOIL BORING W MES THE IzOIJOWING:-
BoRINGS)THEN THE UNDERsjqNED ENGINEER ASSU
ERsIGNED(LE.ENGINEER)HAS No KNOWLEDGE OF ANY SUBSURFACE
THE UND
L SOIL CONDITION REPORT;THUS,ALL FOOTINGS ARE DESIGNED AS SHALLOW
L FOOTINGS BEARING ON SOIL THAT POSSESSES A MA=fUM BEARING PRESSURE
FOUND ANY
OF 2000 PSF . IF CONTRACTOR DIFFERING CONDITIONS EITHER
THEN 711GINEER OR
THROUGH SOIL REPORT OR SOIL REMOVAL REVISIONS
45 UNDERSIGNED SEKM BE N011FIED AND POSSIBLE FOOTING DESIGN KENTED — — — — — —
b
(LE.MAT FOUNDATION OR M"OUNDATION)MAY HAVE,TO BE IMPLE
WUH FOOTINGS WORK.
PRIOR TO comm%NCING
L — — — — — — —
MAIN SLAD
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GARAGE (411 LOWER)
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OAV LOUIS GABFZI P.E.
WAM AS N13TED OF
— — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
04 73, �0)1 OR�
SLOPE FROM 6 TO 10'
CATHEDRAL CHLIMS
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TABLE. FOR SHEAR WALLS FRAMING SgeoK WALLS pL" THUROM COVIS LifttOOT '/'4*s l-p
(GROUND FLOOR)
THE SHEAR WALLS TABLE WAS ESTABLISHEd ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWIS.E ,
NOTED IN THE TABLE'
A WOOD SHEATING To STUDS NAILING SHALL BE ed COMMON NAILS. le & 5/80 THICK BOARD
B� GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR
RESPECTIVELY- FOR EXTERIOR WALLS
C) SOLE PLATE-CONCRE7E SLAB ANCHORS SHALL BE 1/fox 10* LONG wJ-130LTS' W07 STEEL)
OR ilro x 70 ADHESIVE ANCHOR BOLTS FOR iN7ERIOR WALLS.
STUDS ' FLOOR TO FLOOR
REQ'D. SINGLE-OR - SHEATHING TO CING
DESIGNATION SHEATHING DOUBLE sHEATH�ING NAIL SPACING ANCHOR, SPA
7/16- OS8 SINGLE 600 O.C.
(BLOCKED)
0 7/16- OSFJ 51NGLE 4* 120 60, O.C.
.J=o (BLOCKED)
ADDITIONAL NOTES:
, INDICATE LOCATIONS YMERE HEADER BEAM SHALL BE
1) FOR LOCATIONS CLOUDED AS (D
BOLTED PER DETAIL w8o ON SHEET # 10
2) ALL EXTERIOR WALL OPENINGS 07HER THAN THOSE MENTIONED ABOVE SHALL
ae 8'opo *V-, ON SHEET .
3) ROOF TRUSSES SHALL 13E STRAPPED To Top PLATES OF BEARING WALLS AS SHOWN ON
SCHEDULE OA" ON SHEET # . STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES
ACTING SIMULTANEOUSLY WITH UPLIFT FORCE&
4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS
HAVE BEEN REDUCED BY 10% TO ACCOMODATE THE USE OF 02 SPF GRADE OF LUMBER FOR CAD FILE NAME
ALL METAL STRAPPINGS THAT LOT. 12- P6jzjqajSF_ COVE
WALL CONSTRUCTION. ALSO THE ALLOWABLE UPUFr CAPACITY OF STUDS OF
CONNECT STUDS TO TOP PLATES, SHOE PLATEo SHEAR WALL HOLDDOWNS AND TO
FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MEN11ONED tl'rLAUTIC. 66(laH, FL. DRAWNG NCL
ABO - CRAN n Nymm ft
5) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WERE WOOD POSTS SHALL BE STRAPPED AppRoym". Di� 5HEE7 NO.
AT TOP & BOTTOM AS SHOWN ON DETAIL wAw ON SHEET #10 DA10 LOUIS GABRIEL P.E.
WAM AS-NOTED_1%------- 4)/1 D to or
L 0 Cq-r'O W; C,t OvF)E'D t)5 IRALL GIE SMAPPEZ P C(� :3['rAtL"0"OF ------
5ftET*10.
.01
roof Por sheet#
Headws PW dMWk f a
Rowof SE;
ROOF TRUSS
"c"
DESIGN ',RITERIA SCHEDULE
LIVE LOAM RECOMMENDED STUD SIM NO SPACING
R DDIF................I_-................ fL WALL PLATE HEIGHT MW SIZE SPAM 20. 24" long
W-cr nw V-10' 2x4 Wed WOP
W':L' wrk-4
WWDIVEirry (PER SBC-1997 EDRION)........ -------'0(0 M-P.H- 10%-e 7HRU 14'_0 2x6 16, ous 'A
JEFFEC111C PEU ACCELERATION.Aa<(LO6
SEISMIC LOAD (PER SBC-1997 EDITION)..............�EFFECTIVE PEEAK VD.00ITY.AKO-05 14'-1"THRU 18!-G* 2d "Siffifsoo
of
12: (11 Alit. C 10)Wx 14; 1/2-0. GATOR BOILT
GE E STRU TURAL NOTES: ig'-W THRU 22'-0" 2x8 SHEET fdj
200 12 PER
1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL ur
REMENTS OF THE AUTHORITIES HAvo AMOM OVE8R 74S TYPE OF IHE PLATE HEIGHT REPKSENTS THE VER11CAL
ICTIDN AND 0 PANCY. ALL CMITRACTORS SHAU DO THEIR WORK IN CONFORMANCE UNINTERRUIPIM) SPAM LENGTH OF THE STUD.
REGULAMM F HML OONTINOUS BRACE CApABLE OF TRANSFERM LVASC. SIM?sop) 0 CATI314 BOLT
LATERAL LOAD$ 70 SHEAR WALLS DOES EXIST.
2)THE CONTRACTOR SKU VERIFY ALL CONIAMS AND DIMENSIONS AT THE JOB SITE PRIOR THEN 1HE SCHEDULE SHOW ABOVE DOES NOT
TO COMMENCING WORK. APPLY.
3) COWRACTOR SHALL SUPPLY, LOCATE AND 13UILD INTO THE WORK ALL WSERTS, ANCHORS,
m LES. PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE V LTirs,6
DRAWNGS AND TO ACCOMMODATE OM WORK NOT SHOWN ON THE DRUINGS. BE AS FOLM FOR ALL LOAD BEAM WALLS (2)jjY1r%z
(EXCEPT AS OTHERWISE NOTED
BE KOURED BY ATTACHED FRAMNO SMAE FOR WOW SML
ON THE DRAIIIINGS)
H%DUUVM
JE AL r4 AV 1A 17C
IT
RELis THE I
L(2)21111
4)TF ESE DOCUMD95 ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR "
RE vwuCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER; OPENING WIDTH IN FEET o o�
ALIL DETAILS AND SECTIONS SOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND F_ Up TO S_r 7HRU 6'-W 6'-1*THOU OP ENINGS tEN o ObNCRETE SLAB
;HALL BE CONSTRUED To APPLY To ANY SIMILAR SITUATION ELSEWHERE IN THE WORK (3)- (3)-202's SUPPORT GIRDER EXTERIOR WALL
5) LIWEL (3)-203 2xlO!s XCEPT AT
i EXCEPT WHERE,A DIFFEEM DETAIL IS SHM. STRAPPING 0 TOP 5u I rom E SHOWN SIM
LIM M 9M OF TK SK Sa AS 7MM Of TIE Wu Min OWNERED EXTERIOR WALL OPENINGSzejK�,_ GARAGE DOOR & OTHER LOCATIONS
TIONS KRE U 4;
AKE FOUNDA
a) SUBSURFACE SOIL CON" INFORMATION IS NOT AVAIL L MAY BE USED INSTEAD Or STRAPPING 0 TOP BOTTOM ON SHEET #q 0 Ot
FOR A 2000 PSF SOL BEARING CAPACITY, CONTRACTOR SHA L REPORT My DIFFERING *0 TWO /2* PL
DESIGNED F THE DRAWINGS
THE L2)FLATS WITH A I YWOOD RAM
omoNs TO THE DE90NER PRO TO COMMENCING WORK REE (3) PI.ATES MEWFIONED AM CKTZ)
7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AM STUDS %VU BE_CC*MNUOU$ FROM TOP RATES To SUE PLATES. Detail "B", Jamb stropping
SE MENCE To INSURE THE SAFETY OF THE BL"NG AND IT'S COMPONENT PAM DURING EEI ROOF TRUSSES
ER CTION. ROOF Iltu PREENGINEM 0 top & Bott.
COIs STRUCTION NOTES: R" TRUSS NOT GATOR NUT Detail "C", Jamb stropping
TOP PLATES 3% S*x 1/y
SHOWN FOR CLMT7
1) CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHAU. HAVE A MIN. OF WOO PSI CATOR WASHER ((N.T.S.)) @ top & Bott.
CONJEZSSINVE STRUaTH Ay 28 DAM SLABS ON GUM MAY BE OONSTRUCTIED W/2500 PSI CONCRETE,
SHALL BEAR BELOW DISTURBED &ORGANIC SOIL AND UPON MHER THE SURMIAL SOIL OR UPON HURRICANE STRAPPING PER
2)SWjCTURAL FILL COMPACTED To A DENSITY OF AT LEAST 959 OF STANDARD PROCTOR MAXIMUM 4 'Spo."juptswf.oft w1clowA $01. "A' ON SHEET f ((N.T.S.))
DRY DENSITY Wv D1557)FOR A DEPTH OF AT LEAST ONE FOOT(I fL) BMW THE BOTTOM OF THE FOOfta C-l" 6 32- O.r_
3) BEARING MATERAIL. THE FOOTINGS SHOULD BEAR IN OTHER IRE EXISTING FINE SANDY SOILS-
STRU RAL FILL THE BEARING
WICH ULL REQUIRED PROM COMPACTION- OR IN COMPACTED M 95X OF THE MODIFIED
LEVEL SOILS. AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO
PROCTOR k"MUM DRY DCNSITY (ASTM D1557) 11:rd CATON HOLT 1/2*0 GATOR SOILT
301, PER SHEET 010 PER SHEET f
4).+3,0 : STU ShALL BE ASTM A-115 OR" 60 STEEL CONFORMING TO AD
I rACI 31 L
IS
SA
AND am mANuAL of STANDARD PRACKE. LATEST EDITIOI&
5) CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING %TEEL IN F001INGS SHALL BE
SPUCED A MIN. OF 36 BAR MWETERS OR 24*. WHICHEVER IS GREATER UNLESS
SPACE 0 32� OLC. 1 oo CATON COUPLER
071 IERMSE NOTED. (MAY.) TOP PLATE
-ir E INN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 K. MIN. FOR REINFORCEMENT. 0 OF WALLS BEAM
FOOTINGS (TO MAIN REINFORCEMENT)................3 indl4a RIM JOIST OR
,3LAB CA4 GRADC......................................_......-CENTERED
T,
0
7) Ii.-I.R-ZONTAL BEAM AND FOOTING BARS SHALL BE SENT 1'-0'AROUND CORNERS OR SHOE PLATE
C-,pIkR BARS WITH 2'-0' LAP SHALL BE PROVIDED.
CONTRACTOR SHAL, PROVIDE SPACERS, CHAIRS, EIMSTERS, ETC, NECESSARY TO SUPPORT
REINFORCING STEEL. SUPPORT MIS WHICH BEAR ON EXPOSED CONCRETE SURFACES Ucz
SWI HAVE ENDS WHICH AM PLASTIC TIPPED OR STAINLESS STEEL SUPPORT BEAM OR
SHALL COWORM TO MANUAL OF' STANaw pRAcncE FOR GIRDER PER SHEET 0 EXTERIOR WALL OPENIN,C-:,.:;I F 1/9"S CATON BOLT
9)ALL REINFORCING DETAILS PER SHEET f
DETAILING REINFORCED CONCRETE STRUCTLM ACI 315 LAIIEST EDfnON. UNLESS DESAILED STRAPPING o Top & BOTTO1 4�
OT�ERWISE ON-THE STRUC11LIRAL DRAWNM DETAIL D CATON COUPLER POST-STRAP��O T�P
10) t.LL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'W BUILDING CODE REQUIREMENTS CORNER DETAIL (N.T.S.)
roR CONCRETE'ACI 318 LATEST EDITION, AND 'SPECIFICATIONS FOR SWJCTURAL CONCRETE STUD TO STUD STRAPPING T ) i
FOR BULDwT AD 301. (N.T.S.) i 6"x 4r OR 4"x 4* POST
1/2*0 GATOR BOLTS SPACED I EXPANSION JOINT
X_ASONRY 0"* GATOR BOLTS SPACED PER SHEET #Q . ADDITIONAL RECESS SLAB 3/4"x id' WIDE GATOR BOLT SYaXM_ USE Piew "'31mv0d. POST
STLID WALL EXp. BOLTS mA'y BE NEEDED PER AT GARAGE DOOR 11"VIDIL
11) C$NCRETE MAsoNRy UNITS RiALL BE ASTM C90-75, HOLLOW LOAD-W-ARING CONCRETE PER SHEET #dk ADDITION& , I 'TAME ON S11EET fj 0 w.W.F. EPDXY GROUT INSTALLATION INSTRUCTIONS DRILL 6- INTO
MW4Ry UNITS TYPE 1.GRADE N-1 NORMAL WEIGHT. WITTH A MIN. COMPRESSIVE STRENGTH EXp. BOILTS #WOE NEEDED PER #4 RODS CONT. SHEAR WALL F 6AXIO/I 1)I)CIUMIE THE STAMO PONT AND MARK ETOCR'M CONCRETE
_DITA'L
To S��u STRAPPING
RECESS
AT GARAGE
or 2000 PSI ('f rn 15W PSI SHEAR WALL TABLE ON SHEET 14 4* CONC. SLAB W/6x5x1O/1O W-W-F- Molt To CONCRETE P(RIN
FOW BOARD OOLT LWATIOld 1 *6 ONECILV
USM at BOLT LOCAW
AR
STUD WALL IF I7ULTM POST STRAPPING_0B011OM
,ONFORM TO ASTM C270 AM BE OF TYPIE M OR IS KA EN D CwxTC IF ww*CHOR BOLTS
2) MORTAR %iALL C J.. Aw usm
CN.T.S.>
3) HOM ONTAL MASONRY JOINTS REINFORCEMENT 94ALL BE GALVANIZTED TRUSS-TYPE WITH "X10/10 W.W.F.
Z LICES AND RACED AT EVERY OTHER BLOCK MUM MAX. 16 In. D.C. (2)45 CONT.HOOKED CONCRETE FOOTING 2)COMM U=100 SOLL W pa OCTAL'V ON 1�0
6 in. LAP AT ALL SP 0 MIL V.& OVER CLEAN. TIED AT CORNERS Svw-
WELL COMPACTED TREATED FILL POST STRAPPING
MIN. le 3)Vq&*LALL CWpLEft WASHIIRS&NU
w Sim M
_0 FRAW—G r
PM TOP & BOTTOM
IG %LqL BE SYP J2 AND INSTALLED PZR AITC AND TPI AND NATIONAL "�#4 RODS VERT. ON 48* = & AT CORNER& BOLT RUN D E TAIL (TyP)
i) ALL WOW FRAMIh VERT. RODS SHALL BE HOOKED So INTO �j
FOR WOOD CONSTRUCTIOK 'P (2)--#5 CONT, HOOKED TURN DOWN SLAB DETAIL.
DESIGN SPECIFICATIONS FOOTINGS 0 BOTTOM MD 1r INTO SLAB "T.S.)
VE
CEMENT. USE dc TIED AT CORNERS
HAVE THE FoLL(y" wK DESIGN VALUES. 0 TOP. FOR HORIZ, REINFOR MIN. ur .9 GARAGE
2) AIf STRUCTURAL WOOD MEMBERS SHALL LAM. VENEER LUMBER 9 90, HORIL JOINT REINFORCEMENT
SAWN LUMBER w 2,600 PSI ON IC Ox- (MAX.)
Fb - 1120 PSI Fb BLOCKING WO'11
Fv - 90 PSI Fv a 285 PSI 'A's J. BeTwEEN Ou7naams
E - 1,900,000 PSI 48*! (MAX ORA r4
Fel - 565 PSI INEER '.* .: I 2X4 BLOCKING 9 sHEAMW JOINT
Fc - 1,455 PSI CONSULT ENGINEER �4 TURN DOWN SLAB DETAIL r ff= GABLE 00 i-mm"CAM ckr H-Z5 OONT. 2x4 SCAB TO TOP 70
R OR EQUAL 0 4r 0.r_ BOTTOM AS NMM
E - i.00,000 PSI F NG U-Hma 2x4 R*M RAFUR CW FOR X- Or Oa PRWDE CUP FOR AM bIL
BOIARDE; (058) OR OMER. 20*(W)x 107(H) CONCRETE FOOTING EXCEPT 0 GARAGT 7/14r$7WA7kF_4L ROOF SHEATHM OF LATERAL 914EM
3) ROOF& WALL SHEATHING SHALL BE 7/16* ORIENTAL MAND -- . REINIFORCED W/(2)-#5 RODS CONT. BOTTOM CHOW or CcwON
SPAN RATED AS,SHOW ON THE DRAWINGS; SONRY WE TYPICAL FOUNDATION DETAIL F — —— — — —— — — — exSX10/10 SMOLE STRIP TRUMS 0 2V MQ BOTTOM CHM OF GABLE
4)ALL WOOD MEMBERS EXPOSED 10 *UTHEN OR I" CONTACTED WITH MA' CONO FASCIA 12d NAILS 0 r'CLQ DID TRUSS
OR SOIL SHALL 13E PRESSUK-TREATED-
7-:!7T* 2*4-0 1 Ur CHORD OF GABLE END (3)Ild N&S OWEILE TW PLATE
0 of OLQ TOM DROP 3-llr
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH
APPLICATION, FASTENING SUBJECT To MOISTURE SHALL BE HOT-oppED GALVANIZED TO ASTM SCHEDULE "Ass (2)-#5 ROOS QG+lt
A-153-30.
MAX
6) ALL MEr CONNECTIONS AND FABRICATIONS SHAiLL COMPLY WITH ALSO. SPECIFICATIONS. 2.4 SCM=T-O'OPAM
AL BE HOT-DIPPED*GALVANIZED 70 ASTM A-153-80- ROOF TRUSSES STRAPPING SCHEDOLE TO TOP PLATE BOTTOM a
1NEERED FRAMING) FROM GABLE
FASTENING SUBJECT TO MOISTURE SiAU. OF BEARING WALLS (PRE-ENG INTERIOR STEP DOWN DETAIL 24 K=Nia 0 48"0&_SETOW
7) Sao BLOCK A OUT 2x4 SCAB FROM TOP 70 OAEu END TmM AND FIRST
_L JOIST AND RAFTERS AT POINT OF SUPPORT. ;FjW QM 0 X-BRACV40 COMMON.IRM
- — —— — — — — — —— — — — AwTiONAL 20's AT
TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATES TO FOOTINGS
THE FABRICATION Of STUD WALLS MAY 13E SPF 12 TION (lbs) PLATE OR TO STUD soLE PLATE SHALL 13E
s) GRADE OF LUMBER To BE USED FOR DESIGNA CATON BOLT ANCHORED TO SLAB W/ 2x4$cAs IF VOWT TO FORM Vkt= Cc"T.2x4xr2 SYP.LATERAL
INTEAD OF SYP J2. WB 15 NOT PRESENT BRACE 0 2,4F ac.
'Cof 1jr0 OATON NX-M$PACED AS U4 STUDS 1/210 CATOR DOLTS SPACED ISOMETRIC MEW
BOTTOM (3)12d NAILS
ALL TRM DOS SHM ON SKE7 010 a 16" O-C_ PER SHEET f4t . ADDITIONAL CHORO OF
www"tow I Ev. BOLTS MAN BE NEEDED PER (3)12d NAL5 Go"Do TRUW SHOWING LATERAL BRACE TO
SCH DULE "B" miscELLANEOUS FASTENING SCHED LE sx6xjO/i0 W.W.F. SHEAR WALL TABLE ON SHEET #1 AT X-OtMa4 GABLE END TRUSS
(2)-2x4 TOP PLA1E -PLATFORM FRAMING-
FASTENER NUMBER OR SPACING li-14,�,Tv-se. ,46fo r,,A.,W,,s,,spACEO AS ww&)
CTION
CON CW. 2*4x8'#2 SYP
2 c LtP5 2A4 VWDS 0 16*QQ
CAD FILE NAME
TOP SOLE PLATE To STUD. END NAIL 16d COMMON LKIERAL BRACE 0 %dbx
TOP SOLE PLATE. TOE NAIL w COW" 4 2X4 I!LMING 0 20 O.C.
SCUD r3 lrev".'f-7 '4t*k
Dou STUDS. FACE NAIL 10d COMMON 24'O.C. TT BEWUN GABLE&FIRST M99 LOT- 12- Pft?-A'1315S COU'�
10d COMMON 16* O.C. To-mr, �': .
UOU TOP PLATES. FACE NAIL (2)-#5 RODS COAT. CLIP 0 48" 0LC_CLIP MUST
7 WV S. LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-iOd COMMON -n-sl'-no 4144 (1)LST,4 34,%I#fW 'ITE"IM'CF4S5W= pRWM A MIN. 400 ba OF SHEAK -rLAM_nC- 6cAcH, FL. DRAWING 'NO.
'n Ow HEAW, TWO PIECES I§d COMMON 16'O.C. ALONO EAL EDGE OF
CONTI 15 2Cr
PLATFORM FRAMING
INTERIOR THICKEN SLAB DETAIL CABLE END DRAW V.
Sd COMMON V O.C. EDGES & NOTE- QL-rx) AMRGVM 9,.- LJIG SHEET WO.
RO 7/16* OR GREATER 8*o.C. wMMEDIATE UNBRACED LE"M OF X-BRACING MAY --------
NOT EXCM 10 fL IF LENGTH DOES P.E
8d CCIMMON V D.C. EDGES misc. FOUNDATION DETAILS EXC=io ft-AM110ML SW Ili Rea-D. DAM OLLO L IS GABRI L
WALL - 7/16' OR GREATER or
12' D.C. INTERMMATE ALPINE FOR am Nsoo— SCALF_ AS NOTED 30 [c)
FLOORj- 3/4"T&C PLYWOOD Sd COMMON 5' O.C. EDGES 4c SEE TWSS EN004WMG
12* O.C. INTERMEDIATE
L.OR Sq E SHEA13 WALL
MESSINESS_
RECEIVED
4 1 11 N 6 C31-11N NGIV 14 -1001
C'ty Of Atlantic ocac,,j
-1 <ITG�4EN
5 1fl 0 ard ZDniq
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8
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C=> Jp- --e—]L�' 1[ C�'— T---T
LL BEICUMENTS� INCLUDING ORIGINAL BRA ]Mr.& SpECIrICAT113N.&TFIL,,LD,,N-TESEC.,
5 E ED R'0 C t—o WO PURSUA a MO
1-0 STIMATES AND DATA. INCL DING COMPUTE PROGRAMS 'N
RE AND WILL REMAIN THEUPR13PERTY 13F WAYNE AUT014ATIC ]RE SPRINKLMINC.
ArS)AS INSTRUMENIS OF SERVICE. THEY ARE N13T INTENDED,NOR REPRESENTED
a BE SU T ABLE FOR RE-USE By THE CLIENT,CIR OTHERS,ON EXTENSION or THIS
L VNG Rajr 3 REUSE OR ADAPTATION Or THE 3Nfll-
C7, OR FOR ANY OTHER PROJECT,ANY . TTEN WAFS
MATIGH CO TAINCI) NERE114 WITHOUT SPECIFIC WRt PERMISSION FROM
ILL BE AIN'THE CLIENTS sOLr *19Y, WITHOUT LIABILITY, 13R LEGAL EXPOSURE TO
ArS,^NB WILL ENTITLE WAr3 To rL)RTHER COMPENSATION AT RATES TO BE AGRELD
BETWEEN WAF% AND THE CLIENT, THE CLIENT SHALL ALSO INDEMNIFY AND HOLD
ENT -4 10 -01 AFS HARMLESS FROM ANY A"ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES-INCL-
4 1 UDING ATTORNEYS FECS RESULTING FROM ANY SUCH PERMISSIONS-
7 1-10 4 IMPORTANT OWNER INFORMATION THIS DRAWING IS BASED ON THE OWNERS
ACCEPtAMCC OF THE LATEST ED171CIN Or NFPA OES AS THE APPLICABLE STANDARD
FO THE INSPECTXGKTESTINGAND MAINTENANCE OF WATER BASED FIRE PROTECTION
R THIS PAN E
SYSTEMS. IF THE BUILDING OWNER HAS NOT *ECCIVED A COPY OF -T
AMILIAR WITH THE D MA NTENANCE NC
8—ti PLD/O OPERATION AN C
AN IS NOT F S, THIS_� SIIE
I. r
'r
7— 3-5 EASE CONTACT TWr NEAREST OFFICE Or WAYNE AUTOMATI FIRE
a 3 1/2 3 1�1111
'T'E f PR NO. DATE REVISIONS
.............. T-1,4 5 T E fR
OZD CO I
I
CD
-4 ft
-4
00 -4
7
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1 5'-0 1/2
H-0--- 0 0 n'KT
El-I �44 L L 7-5 WATER UPPLY INFORM N/A _Q 14 1
__jz7I STATIC PRESSURE 60 FIRE PUMP
kD U-)
Lf I-) I RESIDUAL PRESSURE 50 SIZE GPM 0 PSI N/A
M # PI1OT READING TYPE OF DRIYER N/A
U-) E)E EDR00t` FLOW IN G.P.M. low ELECTRICAL RECIS N/A
I
4 C-4 E-7 CO T0fLET DATE OF TEST 9-24-01
-k �j A 5 T rE F� EHOWER TIME OF TEST &00 kK
TEST TAKEN BY "YK AUTOMATIC FK SPRIIIIERS
0 A T�4
E�A H U�
C14 0 HYDRANT LOCATION AT SITE
C
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-4 <
1-0 TUB
-0 (01-11 DESIGN CRITERIA
k 1 TO!L HT __L(l 0 SYSTEM
M # #
/2\ 1 /z�J n 7 DESIGN AREA
0-1 - T1 15— —5 8-5 L 5-4 1a) p DENSITY N/A
7-7 1 8 -------- __J
DESIGN AREA S.F. ROOM ROOM
-1-4
PSI REUD 0 SRC 32,748 46.635
4
n
'_0
0
1,�rm(71
7ORMATIo4N
GPM REQ'_ 34.59 24.02
D 0 SRC
TOR SNKLER 2
Ir
'N ARE:A�:
TtE
"E'ATION 0 10 FT.
ST S
—HIGHEPKR 10 FT.
DOR 5f=R1N<LER 5�r'&TEM R15ER HOSE INSIDE-OUT N/A N/A
5UFf=L'T' FROM 5Uf=f=LT'
SIDE OF LUATER �4EATER SPRI —LERS SPACING
SYMBOL MAMMIUM MINIMUM COMMENTS
20' 8'
6'
SPRINK.LER R15ER
INSIDE WALL
HARDENED HEX HEAD SELF THREADING SCREW TO SYSTEM
IS FURNISHED WITH THE HANGER AND IS THE
MINIMUM FASTENER SIZE ACCEPTAB
Q QUANTITY S RINKLERS
SYMB, QUANTITY SZE K TEMP MODEL
0 16 7/16' 4.2 155 CENTRAL ROC
R]
4 112" 5.6 155 CENTRAL ROYAL FLUSH
NOTF- HEAD SPARE NOTE: HYDRAULIC DATA
HEAD BOXES W/WEAD SIGNS ARE TO BE LOCATED
WRENCWES ARE To BE AT R15ER LOC4TION
LOCATED IN GARAGE
GENEfRAL NOTE5 CPVC SINGLE FASTENER STRAP TYPE HANGER
SYSTEM TO BE DESICkINIED A1�0 INSTALLED IN ACCZMDANCE W1 WPA 13D (D CENTRAL RESIDENTIAL RISER MANIFOLD I' TXT W/ TOTAL THIS SHEET 20
ALL Pift AND FITTR406 TO BE 'CENTRAL'UL LISTED SCW-40 CPVC.UNO. FLOW SWITCH, GAUGE, AND to DRAIN VALVE.
ALL WANCOERS TO BE SPACED IN ACCORDANCE WITH MAKFACTURER'S RECOMMENDATIONS. FIGURE 22 - CPVC HANGER I' r_PVC FEMALE ADAPTER
(D 11 cpvc FEMALE ADAPTER
*eALr
ALL pENETRATIOwSTO f5e :0 sROUND PIPINCs. I' IBUTTERMALL VALVE WAYNE
ALL UNDEW ACCESS PANEL
,RoUNc>FwIPIWA TO BE FLUSHED 515POM CCHWECTION TO ABover
MAX$PACING3 Or SPRW�LERSTO BE AS NOTED IN TITLE 15LOCK 0'-4' NIPPLE Automatic -Fire Sprinklers, Inc`&
ALL WIRIWs Or- DEVICES BY OTHERS. (D OUT WALL 1, cpvc uJITH V CPvC 45 WITH ORLANDO-JA'CKSOWLLE-FORT MYEM
ALL pAIN71W HARDENED HEX HEAD SELF THREADING SCREW I X 1/2' FEMALE ADP. W1 1/16 ORIFICE SAWN PoMPAW-cHARLOTM NC
g Or-PIPE To 5E BY OrIWERS. IS FURNISHED WITH THE HANGER AND IS THE 5PRIN<LER. CORPORATE OFFICE-ORLANDO,FLORIDA
SPRINKLERS MAY ISE OMITTED PROI IWE POLLOWWa; MINIMUM FASTENER SIZE ACCEPTABL ON15PECTOR'5 TEST IN ACCORDANCE W1 13R) 222 CAMOL COW OCOM FL 9761
1)15ATWROOM5 WWEMTWE AMA DOE5 NOT EXCEED"60,"-AND TWO WAL1-5 AND CEILINI306,IRCLUDW, v CFVG PIPE FFOE:(407)W-3030 FAX (40 6U-S=
BEHIND FIXTUPES,ARE Or NC*4COMOUST15LE OR LAMITED CCMIBUST15LE MATERIALS PROVIDIWI A6 15 MINUTE 11 CPvC ZO ELL
THERMAL EARRIER, PRMCI.�
3 LNIte WHERE THE ARE!A OF T14E M(DWnD M7D) M
2)CLOTWE$CLOSETS,LINEN CLOSETS,A14D PANTRIES WITHIN THE DWELLIW
SPACE DOES NOT EXCEED 24 00,M AND T14E LEAST DIMENSION DOES NOT EXCEED %Fr AID Ti41E WALLS
AND CEILIWIS ARE 6URI=ACED WITH NONCOMBUSTIBLE OR LIMITED C01"IM67115LE MATERIALS AS I[DEPINED BY?4r-PA 220' ED
3)ANY PORCHES,BALCONIES,CORRIDORS,AND 5TAM TWAT ARE OPEN AND ATTACHED, s(CPS RWRAMR (30,0119
4)ATTICS,PENTHOUSE EQUIPMENT ROOMS,CFtAWL SPACES,ISLOOR/CEILNG 6PACES,ELEVATOR 04WAI-*Tb,AND OTHER 71.
COW-EALED SPACES T14AT ARE NOT USED OR INTENDED rOR LIVW3 PURPOSES OR 6TORACNE-
10 ENTRANCE FOYERS TWAT ARE NOT REOJIRED AS A MEAN$OF EGRESS. �hWJRACT
\"84
fWAYNI
kj 7
MAINTENANCE Or-THE SMINKLER SYSTEM 16 THE RESPONSIBILITY OF THE OWNER.
I-EAIW-x OF ROOMS TO PREVENT FREEZING5 By OTHERS
SUPPLY FROM
SUPPLY SIDE Of: RE
WOT WATER PEATER SLA SYSTEM III SYSTEM #1
A., A ' 'I . - _u
404 14
DRAVN BY: &PETERSON
A '46
ity
CPVC DOUBLE FASTENER STRAP TYPE HANGER CHECKED BY:
LISTED BY: R.PETERSON
DATE: 11-12-01
FIGURE 24 CPVC HANGER 1/4"
fR I 6E fR DETAIL Pmu ?)ISE C-r Aft AT1ANT1C BEACH
N.T.S. CONTRACT
SHEET I
SCALE 1/4'=I'-O' FP I OF