HomeMy WebLinkAbout814 Mulberry Ave - BC04-000896 (CHURCH WEST) (ADD BATHROOMS) (A)PERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
M,I" m
LL_
ELEC"IRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PER -MIT NUMBER FEE
SUBDIVISION
PERMIT #t)46*^n6 DATE ti -2,1104
PERMIT DESCRIPTION
PERMIT VALUATION Man
SQUARE FOOTAGE
r
PLAT OF BOUNDRY SURVEY
WEST SANFORD FREE WILL CHURCH
LEGAL DE5CRIPTION
LOTS 9, 10, AND 11 AND THE NORTH 1/2 OF VACATED STREET ON THE SOUTH, BLOCK 10, TIER 20, SEMINOLE PARK,
ACCORDING TO THE PLAT THEREOF A5 RECORDED IN FLAT BOOK 2, PAGE -15, OF THE PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA.
SURVEY NOTES:
1) NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERRE LOCATED BY TH15 SURVEY.
2) THE ABOVE-DESCRIBED PROPERTY LIES IN FLOOD ZONE X.
3) THE STREET ADDRESS OF THE ABOVE-DESCRIBED PROPERTY 1,5614 MULBERRY AVENUE.
4) BEARINGS SHOUN HEREON ARE BASED ON THE SOUTH R/W LINE OF 8TH STREET BEING DUE EAST (ASSUMED DATUM).
5) THIS SURVEY WA5 COMPLETED ON THE GROUND ON MARCH 2003_
INDEX OF DRAUJ1NC-:�5
SHEET # DE5CRlFTi0N
C6 COVER SHEET
I EXISTING FLOOR PLAN, NEW FLOOR PLAN
FOUNDATION PLAN d NOTES.
2 EXISTING ROOF PLAN, NEW ROOF PLAN
FRAMING PLAN 4 NOTES
3 ELEVATIONS, BUILDING SECTION, DETAILS
d NOTES.
NEW CONSTRUCTION
NOTE: THIS STRUCTURE HAS 5EEN DESIGNED TO MEET
OR EXCEED THE REQUIREMENTS OF SEC. lroOro OF THE
FLORIDA PUILDING CODE 2001 EDITION.
I. 5A51C WIND SPEED = 110 MPH
2_ WIND IMPORTANCE FACTOR = 1.0
3. WIND EXPOSURE = CATAGORY C
4. INTERNAL PRE55URE COEFFICIENT = 1.0
5. COMPONENTS AND CLADDING = (242:51 / -42.39) PSF
RECE�IV,EpD
JAN 0 7 2004'
AD D I T I ON5 FOR:
W�Jfi SANFORE) FREE WILL CHURCH
5EMINOLE ('ARK
5AND1=0i;P,D, FLORIDA
SITE ('LAN
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Sanford Fire P eve ion iv.
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1.) I' -h" THICK MONOLITHIC EDGE W/
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2.) SCRAPE 4 CLEAN EXISTING FOOTER WERE INDICATED.
OR WERE REQIRED. PREP FOR NEW CONC. SLAB.
3.) REMOVE CONC. SLAB WERE INDICATED. SCRAPE 4 CLEAN
FOR NEW CONTRUCTION.
4d SCRAP 4 CLEAN EXISTING SLAB WERE INDICATED PREP
FOR NEW CONTRUCTION.
5.) NEW CONC SLAIr3E WILL- k3E ATTAC"FID TO EXSITING FOOTING.
DRILL MIN. S" X 5/8' DIA. HOLE INTO EXI5TIN(S FOOTER,
4'-0" D.C. OR WERE REQUIRED USING EPDXY U1/ 0 5 BARS.
6.) EXISTING FOOTER CONTR4TOR SHALL VERIFY LENGHT,
AND THICKENS OF EXI5TING FOOTER..
l,) EXISTING S' CMU WALL
80 EXISTING WINDOW TO BE REMOVED AND REPLACED WITH
DOOR PROVIDED 15Y OWNER.
g Nr=w CONC $LABE WILL BE ATTACHED TO EX5ITING FOOTING.
DRILL MIN. 8' X 5/8' DIA. HOLE INTO EXISTING FOOTER,
0 4'-0' O.C. OR WERE REaUIRED USING EPDXY UJ/ 0 5 BARS,
LE NE)
- pENOT1=5 1=XgIT1NG CONC, WALL
DENOTES NEW CONC. WALL
- - DENOTES EXSITING TO BE REMOVED
LNC
6YMOL.
MODEL.
DESCRIPTION
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F:ED LETTERS.
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;^QUAL. TO CI-ILORIDE 2NLU11RX
4a, 2 -1 -ITE FLOURESCENT WFZAPAROUND
40 -WATT, EQUAL. TO METALUX W240A
Wl/ DUST COVER
10-1/8' ARUM FIXTURES EQUAI_
TO PROGRESS P-35-2ro-roo
WALL FIXTURE HFW 50 WATT EQUAL
TO HUBBELL NRG121
VENT. FAN
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110V OUTLET
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1.) EXISTING ROOF.
2.) CUT 4 REMOVE EXISTING RAFTER TAILS WERE INDICATED. CLEAN AND
PREP FOP: NEW CONTRUCTION.
3.) NEW BUILT-UP ROOF. MATCH EXI5TING ROOF. ATTACH, PATCH, 4 MATCH
WHEN REQUIRED, OR INDICATED.
4.) NEW PT. 2X5 RAFTERS Q 2'-0I O.0
5.) EXISTING RAFTERS.
6.) EXISTING FOOTER. CONTRATOR 5HAL1- VERIFY ALL DIMENSIONS
OF EXISTING FOOTER.
-I.) EXISTING 8' CMU WALL
SJ SLOPE ON NEW ROOF TO MATCH EXISTING SLOPE.
9.) IXIO FACIA 4 1X4 TIM 50ARID 4 31 DRIP EDGE TO MATCH EXISTING.
PATCH 4 MATCH WERE REaUIRED OR INDICATED.
10.) "15 L135. FLET PAPI=R OvER, -1/w 0513 PLY UID,
II.) HURRIGAN STRAP.
12.) SOFFIT TO MACTH EXISTING. CONTRACTOR NOTE IX SOFFIT TRIM.
13.) 2X8 NAILER. ATTACH WITH `1" J -DOLT.
2
NEW FP,00F PLAN
LGzENID
- DENOTES EX5TING CONIC. WALL
- DENOTES NEW CONC. WALL
- -- - - DENOTES EX51TING TO BE REMOVED
- DENOTES EXISTING RAFTERS
- DENOTES NEW 2X8 RAFTERS 2'-O" O.C.
in RON rod
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RUILDIN EXISTING
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A ALLOWABLE MIT,BTF4288 AND DE$MG CRITERIA:
I, 6UILDINQ GOpE tpZpJIR1-Ru n FOR REMFPFj-�ED CONCRETE AGI 318
tY
I.) EXISTING ROOF.
AS APPROVED 13Y THE PJILDNG OFFICIAL.
L
2.) CUT 4 REMOVE EXiSTING RAFTER TAILS UJERE INDICATED. CLEAN AND
s,
ip
3) CONDF-MATT: LiNES SHALL BE MIN. 3/4' DiAMETER PVC
4
EXISTING PAiNT 4 MATCH
RUILDIN EXISTING
r.
ON E3ACK WALL 4 42" LCA.
ON SIDF- WALL BrEGINNING
12" FROM E3ACi< WALL.
HANDICAFFED. TOILET FROOM ELEV.
PROVIpE LEVER -TYPE CONTROLS, TOILET TISSUE HOLDER, PAPER TOWEL
HOLDER, SOAP DI6PEN51ER AND 1UA51'E REECEPTACLE
TOP CORD 15LOCKING AT 4'
O.C. MAX. IN FIRST 2 FRAMING
spAcEs AT EACH END.
R RUSS
O T
RAFTER
ROGN SHEATHING LAYOUT RooF SHEATHING i
AND ENDLUALL E3RACING
i
v
BUILDING LENGTH i
DOWEL LAPPED
WIT[[ WALL REINP.
GROUTED CELLAS CORNER BAR
ALL LAPS 25' MIN,
T P. Rr=15AR I-. AF
a CORNERS
NAIL.INQ SC :HEIDUL.E ALL C NOTES IN REI=E=RE �IC�E
ROC f VIA ,i _ TC> 1994 '��0� 1Tgi1C` >N p -C )F fur .B.0 0 .�*►
USE 1/18' Oka OR 1/2' FLY MTH 08 SM RLAILO AT 4' O� AT S 1 A N A F A...../ B x..11 L -E> I N �..+� � C> E>E `7
0t111PdR 0 F°AItEL tZ6 AND 00 GM HAILO AT 6' Or- AT
tMEMMIATE OUP ORID. ALW SEE DETAIL
F :XT "-ATHR 3 TO CIA6I1 MO FfWM
UM 00 QW NAILS � 4' Ol.. }����g /�'_',�J�y'`'
Mx rmlom 8W-AMOIT�_ pa �` ��
ME 1/16' OAD. OR V1' FLT. a '4D dO4 T� / g fd (:P AT
PAF EL 01DE0 .a1d� '� GIH
FAtim dt+D �0 csuN rLULd AT 6' or- AT V I- E$T $LAS AT LIVING AREA ORALL BE MiNit1U`t lo' AHOvE
NMM-IFDtATE Wrro", AJ -00 OeH ORTAIL. GROM OF FRGNTAGI~ F�OAD OR AS NOTt v oN PLANS.
NOTA:: 6M NAILS SHALL BE PER'IITTED AS AN 2) UNLE55 OT14EIWOE NOTED, THIS BUIL.Di45 18 NOT INTENDED TO BE
ACCEPTABLE PAsTENER FROF'i ANY I1ANFFAC1-URER CONSTFII D WITHIN A FLOOD ZONE RECDIIIRM-5 A FINISH FLK ELEVATION
ApV, 10J5' t EAN SEA LEVEL. CONTRACTOR BNALL VERIFY ELEVATION
NAL I2EC�U IREMENTS
OF FMI3H PLo4R BLA03 WITH $IGNBQ ANIS eHALEP $1JRvUY.
SIZE
Ink al _V�r NO -^.
E 5
LENGHT
DIA..
TENSIL STR.
8d
12UUND,MUDiFIED
OR T
1 7/8'
.113
170,000
loci
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1/8'
1120
170,000
1-
A ALLOWABLE MIT,BTF4288 AND DE$MG CRITERIA:
I, 6UILDINQ GOpE tpZpJIR1-Ru n FOR REMFPFj-�ED CONCRETE AGI 318
tY
I.) EXISTING ROOF.
AS APPROVED 13Y THE PJILDNG OFFICIAL.
2. WIL
2.) CUT 4 REMOVE EXiSTING RAFTER TAILS UJERE INDICATED. CLEAN AND
s,
ip
3) CONDF-MATT: LiNES SHALL BE MIN. 3/4' DiAMETER PVC
PREP FOR NEW CONTRUCTION.
CONTINUOU8 WALL FOOTING.
c�
Q
3,) NEW )=GUILT -UP ROOF. MATCH EXiSTING ROOF, ATTACH, PATCH, 4 MATCH
4) PROVIDE AIR CHAMBE=R FOR ALL WATER $UPPLiEB.
3. GONCRETI= AND REMfORVW4
WHEN REQUIRED, OR INPICATED.
A. ALL CONCRIETE WOW OHALL 13E IN ACCORDANCI= WITH ACI 'BIO AND WITH
5) SHOWER HEADS TO HAVE FLOW CONTF*L DEVICE TO GIVE
4.) NEW PT. 2Xa t-AFTI=RS a 2'-0' O.G
MAXIMLM FLOW OF (3) THREE GALLONS MR MINUTE EACH
B. ALL CONCFiTH SHALL DEVOLOP NINIMUM COMi'FESBIVE BTREWsTH OF 2500
� K
5J EXISTING RAFTERS.
F,) HOS£ i51M TO SE PROVIDED WITH BACKFLOW FREVENTER
rod EXISTING FOOTER, CONTRATOR SHALL VFRIr-Y ALL D(MEN51ON5
C. REINFORCING FSAR$ SHALL C0NFOW TO ASIM A015 A816 OR 6tl, GRADE 4P)
OF EX15TING TOOTER.
"i.) EX15TING a^ Ci'"1U WALL
EXCE-ED 40 WATT$ FER SOIIAFM FOOT OF TANK SURFACE AREA.
8.) SLOPE ON NEW POOP TO MATCH tEXiSTING SLOPE.
A M ACCORDANCE WITH $BCCI C4A.F'T1=F2 tb:
9J IXiO FACIA 4 IX4 TIM BOARD 4 3' PRIP r;ir->GE TO MATCH EXISTING.
PATCH 4 MATCH WERE REQUIRED OR INDICATED.
ON E3ACK WALL 4 42" LCA.
ON SIDF- WALL BrEGINNING
12" FROM E3ACi< WALL.
HANDICAFFED. TOILET FROOM ELEV.
PROVIpE LEVER -TYPE CONTROLS, TOILET TISSUE HOLDER, PAPER TOWEL
HOLDER, SOAP DI6PEN51ER AND 1UA51'E REECEPTACLE
TOP CORD 15LOCKING AT 4'
O.C. MAX. IN FIRST 2 FRAMING
spAcEs AT EACH END.
R RUSS
O T
RAFTER
ROGN SHEATHING LAYOUT RooF SHEATHING i
AND ENDLUALL E3RACING
i
v
BUILDING LENGTH i
DOWEL LAPPED
WIT[[ WALL REINP.
GROUTED CELLAS CORNER BAR
ALL LAPS 25' MIN,
T P. Rr=15AR I-. AF
a CORNERS
NAIL.INQ SC :HEIDUL.E ALL C NOTES IN REI=E=RE �IC�E
ROC f VIA ,i _ TC> 1994 '��0� 1Tgi1C` >N p -C )F fur .B.0 0 .�*►
USE 1/18' Oka OR 1/2' FLY MTH 08 SM RLAILO AT 4' O� AT S 1 A N A F A...../ B x..11 L -E> I N �..+� � C> E>E `7
0t111PdR 0 F°AItEL tZ6 AND 00 GM HAILO AT 6' Or- AT
tMEMMIATE OUP ORID. ALW SEE DETAIL
F :XT "-ATHR 3 TO CIA6I1 MO FfWM
UM 00 QW NAILS � 4' Ol.. }����g /�'_',�J�y'`'
Mx rmlom 8W-AMOIT�_ pa �` ��
ME 1/16' OAD. OR V1' FLT. a '4D dO4 T� / g fd (:P AT
PAF EL 01DE0 .a1d� '� GIH
FAtim dt+D �0 csuN rLULd AT 6' or- AT V I- E$T $LAS AT LIVING AREA ORALL BE MiNit1U`t lo' AHOvE
NMM-IFDtATE Wrro", AJ -00 OeH ORTAIL. GROM OF FRGNTAGI~ F�OAD OR AS NOTt v oN PLANS.
NOTA:: 6M NAILS SHALL BE PER'IITTED AS AN 2) UNLE55 OT14EIWOE NOTED, THIS BUIL.Di45 18 NOT INTENDED TO BE
ACCEPTABLE PAsTENER FROF'i ANY I1ANFFAC1-URER CONSTFII D WITHIN A FLOOD ZONE RECDIIIRM-5 A FINISH FLK ELEVATION
ApV, 10J5' t EAN SEA LEVEL. CONTRACTOR BNALL VERIFY ELEVATION
NAL I2EC�U IREMENTS
OF FMI3H PLo4R BLA03 WITH $IGNBQ ANIS eHALEP $1JRvUY.
SIZE
HEAD
LENGHT
DIA..
TENSIL STR.
8d
12UUND,MUDiFIED
OR T
1 7/8'
.113
170,000
loci
' Iz
1/8'
1120
170,000
3) LOT DRAINAGE SHALL CONFOF" TO ALL LOCAL CODE$, REGULATIONS
AND FMOTRICT(ON5 HAVING JUMOVI(MGM
4) ALL GN -SITE DRAINAGE SHALL M DIRECTED DY MALE$
OR OTHER SYSTEM TO AN OFF-SITE PRAMAGE FACILITY.
3) LANDSCAPING IRFt" AT G`J GERMING ETC &HALL CGFJFOFd•1 TO LOCAL
C�RDUTED
BONE) BEAM z
TIE. TO HORZ. BARS � �!
V MiN, EMEDMENT . p
HORZ, REINFORCING_" REiNF.
�,° HOOK k -VERT. iN GROUTED
CELL
z
:
GLEANOUT RECQ'D
•4 FOR GROUT LIFT
5 FT. UNLE55
HORZ, REINFORCING- ft:;� FOOTING DWL 15
ro ° HOOK y NOT REOV.
HORIZONTAI-NERTICAL REINFORCING ZI) O
#g GUN NAiL5 /@4p O.C. #S GUN NAILS Q
TOP 4 BOTTOi" 1 EDGES v �, ^ Q C. IN FIELD
LU
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w z zo
@ z :3 ,
�O4�
TTP. EXTERIOR SHEATHING
ATTACHMENT FOR ROOF SHEATHING
(O.aB. TO 5E STRUCTURAL GRADE)
T` F, EXTERIOR SHEATHING ATTACHMENT
FOR SHEAR, AND UPLIFT
(0.5,5, TO 5r= STRUCTURAL GRf4DE)
GONNEGTORS FROM PLATE TO STUD TO PLATE
ARE NOT REOUiRED EXCEPT AT OPENINGS
0
NOTE, NAiLS To 0E t M.15Y M"ER OF INT.
CODES, REGULATICTN$ AND FESTF fIGN3 HAVING JURISDICTION$ AND
STAPLENAIL 4 TOOL ASSOCIATION
A9 8E ECTED BY WILDER.
6) BWII G• m, POOL, DI;cK, GPA, AND ABsOCIATED WOw, 13 TO tat;
Crj
C�EEERA C.NQ0TE-Q
'F"TD!�UPARATELY t!YEIAGMEREDSHOPpAVR,G.
1. p£$GN AND LOADG
L -VM INC�C> ES
1-
A ALLOWABLE MIT,BTF4288 AND DE$MG CRITERIA:
I, 6UILDINQ GOpE tpZpJIR1-Ru n FOR REMFPFj-�ED CONCRETE AGI 318
V SANITARY LINES $HALL M OF CAST IP4N, CR PVC (SCHEDULE 40)
MC 2001 EDITION
AS APPROVED 13Y THE PJILDNG OFFICIAL.
2. WIL
2) WATER LIM=B $HALL BE CPVG
s,
A. Nl--T Al-LOWA15LE SOIL MARINO F1;E88URE USED IN DESIGN 2000 P81 FOR
3) CONDF-MATT: LiNES SHALL BE MIN. 3/4' DiAMETER PVC
Q
CONTINUOU8 WALL FOOTING.
(SCHEDULE 40), INSULATED WITH 1/2' AMAl1..EX.
Q
m
4) PROVIDE AIR CHAMBE=R FOR ALL WATER $UPPLiEB.
3. GONCRETI= AND REMfORVW4
A. ALL CONCRIETE WOW OHALL 13E IN ACCORDANCI= WITH ACI 'BIO AND WITH
5) SHOWER HEADS TO HAVE FLOW CONTF*L DEVICE TO GIVE
SMCIFiCATICM F -GR $TFIMRAL.. CONCRETE BUILDING ACI 30).
MAXIMLM FLOW OF (3) THREE GALLONS MR MINUTE EACH
B. ALL CONCFiTH SHALL DEVOLOP NINIMUM COMi'FESBIVE BTREWsTH OF 2500
"I IN 28 DAYS
F,) HOS£ i51M TO SE PROVIDED WITH BACKFLOW FREVENTER
C. REINFORCING FSAR$ SHALL C0NFOW TO ASIM A015 A816 OR 6tl, GRADE 4P)
ELECTRIC WATER HEATER SHALL HAVE A 8TAN17BY Log$ NOT TO
4 DESIGN LOA"LOA"1)
M
EXCE-ED 40 WATT$ FER SOIIAFM FOOT OF TANK SURFACE AREA.
A M ACCORDANCE WITH $BCCI C4A.F'T1=F2 tb:
WIND LOADS IN ACCORDANCOAD$ OF 20 E WITH BBCCJ CUF�NT EDTION FOR 100 MFW REGION
8) FIXTUt B, TRIM, AGCE83ORiE8, COLORS, ETC. SHALL
INTERIOR PARTiON9, 6 PSP' PERPENDICULAR TO WALL FACE
t3E SELECTED l3Y C)I1. M FROM MILDER'$ OFFERINGS.
5• LlM13ER
9) ALL POOL PLIUMING AND RELATED EQUIPMENT $HALL
A. ALL OTRtG1UAL. L1AM13FR SHAM. OF "a HTP EXCEPT INTERIOR 15F�a WALLO OR
13H F'F 4MDEFJ 8T POOL CONiRACTOR AND SHALL 6E FEWITTED
EXTERIOR WALLS, LUIIM£R FOR INTERIOR ORCL AND EXTERIOR WALL$ TO PE 02 GRADE SEPARATELY, SEE POOL CONTRACTOR'S EW31NEESEP SHOP DRAWNG5.
OR MTTER 8F'F (ALL LUMBER F_XP08ED TO WEATHER, OR ArGAM$T $OIL, CONCRETE 'AB.BUILT'
OR MASONARY SHALL B£ FRESSUFV TREATED)
PLUMEMWA CONTRACTOR SHALL PROVIDE TWO COPIES OF
RISER DIAGRAM$ ANA PLAN LOCATION$ TO OWNER
6. TRI.IWE$
A. F'RfT-kT1GMEERED WOOD TRlSSEB SHALL PE DESIGNED IN ACCORDANCE WITH 55ccj
j0) ALL CLEANOUT$ FLUSH WiTH GRAVM
CUM4ZENT irDITION,
714188 MANUFACTUM-=R SHALL SUBMIT SIGNED AND SEALED DRAWW-4 FOR APPRAVAgp NO VENT $TAc &HALL. PA88 THRcx4H FOOFw CRJCKET$, VALLF_'Y8,
PRIOR To FA.HRICATIGN,
R0312$.
1.6A1 A69 DOOR
A ENGIN): IBRED FOR 100 MPH MR WIND LOAD.
12) 81ZE AND LOCATION OF CLEANOUT$ $HALL CONFOW TO STANDARD
Fl-UM15M CODE CJFKREFiT FOITICN.
B. DETAIL TO 151= SUPPLIED 5Y OARA5E DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO MWIT PACKArE BY BUILDER
13) FIXTURE SUPPLY SIZED SHALL CCNFOR N TO STANDARD 151IILOW- CODE
CURRENT EDITION.
r-=CDUNC)1Ate°'IC: N 1`rIC)TE E8
14) PLUMBER TO DIVERT ALL VENTS TO F2l;AR ELEVATION WHEN POSSIBLE.
1., FOUNDATION DESIGN IaASFD ON 2000 P.S.R MIN. ALLOWABLE E31«ARINGr
15) ALL WATER CLOS>~78 SHALL BE WATER SAVING 1-6 GALLON FLUSH TYPE
FQl., N[DA" T1QN fi QTES
2. ALI.. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 3ml AND
SWOP DRAWINC-15 WITH ACi 315. !SHOP DRAWINGS 34ALL E315 SUB1-i1TTEP
1. CONCRETE MASONRY UNIT$ 8HALL Bl; HOLLOW CODE OR SOLID UNIT
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR
MASCNARY IN ACCORDANCE LATH ASTM CW AND CI45 AND $HALL
HAVE A NET AREA GOM'fP 651VE 5TRIU GHT OF IWO PSi.
B. CONCRETE 28 DAY STF?tNGHT SHALL BE 2500 P61 W/ 3/4' MAXIMUM
MORTAR
AC1ClRl=GATE
L MORTAR SHALL m TYPE N M ACC.OR7ANCI: WITH ASTM C2 -7o.
M!_TA. ACCE8$ORIE6
I. .JOINT REINFORCEMENT, ANCHORS AND TIES 814ALL CONF'OW TO THE
4. ALL .5LA133 $HALL BE MIR 4' THICK CONGF-IETE OvER 6 MIL VAPOR
FOLLOWINGt
BARRIER OVER CLEAN WELL COMPACTED TNi;t 1ITF-C? TREATED SOIL.
A. ASTM A82 FOR JOINT REMFORCEMENT AND WIRE ANC4C3R3,
5. REINFORCED STEEL; A5TM "15, GRADE 40. N/ERTiCAL RRINFDRCEMENT
13. A5TMA3h FOR PLATE, HEA17ED AND 15ENT DAR ANCHORS.
C. ASTM A360 FOR SHEET METAL ANCHOR$ AND TIES,
SHALL BE 95 DOXEL BAR5 W/ A h' HOOK P-ff DOWEL PLAN LAYOUT.
x. METAL PLATES, B, BOLTS AND NAILS IEP
ALL COI-`IERS AND OPENIN05 GREATER THAN V. TIE VERT. 1->ou)EL5 TO
E MATHCONNECTot O SUER)
ICH SHALL DIRECTLY To THE WEATHER OR $UBJl=Cr TO $A1.7 CORROSION SHALL
HORN. BARS AND LAP VERTiCAL BARS TO POU1ELS MIN, 25',
IBE STAINLESS STEEL OR DIPPED G4LVANI2r%D MEI= Wi THE
6. ANCHOR E)OLTO SHALL EGF LOCATED ON EACH SIDE OF ALL WOODt
O1�IP'.E RIeN CF GENERALiAOTM a9m.
MASONRY,ALI.
FRAME SWEAR WALL OPENINGS AMP $HALL F3E 1/2'x$' W/ 2'xVA/$'
L RrA JOINT6 FORL EXTEND E
LMORTARJO�iNTUNITS
IFOR
AT 3' O.G. STARTIW-i AT a' OFF EAC14 COINER
FULL WIgTH Or FACE SHELLS. 50L D MASONRY
'1. DESIGN LOADS: IN ACCORDANCE WITHSB�C.Cd., CHAPTER 16,
MASONRY UNiT$ °HALL DE RILL HEAD ANF? VEP JOINT$.
2. BED AND HEAD JOINTS $HALL BE 3/6' THICK.
ROOF LIVE LOAD: 2fD PGF
20WIT
3• MASONRY WALL$ SHALL BE f;"4{INC, OR STACK BOND CON5TFWcTIvR
S I3.C. SECTION 12f05
CC; TION 1
WIND LoADB: M ACCORDANCE
WHEN MASQPIARY UNiT$ ARE LAID $TACK OcND,,5 GAGE Hoi;RJZONTAL
CL.1R EDITION FOR 1IDID MISE
JOINT RE1WORCEMENT, IN ADMITICN TO VERTICAL MINFORCEMENT
s, FOOTING RF1NFQRGING SHALL BE 2-K3 FZEUAR9 1-5TORY,
SHALL BE PLACED IN E3ED JOINTS AT NOT MOFirz THAN Ib' Or -
'3v -5 MBAR 2 -STORY. OUIER E5AR MUST BE CcWINUOU5 AROUND
REiNFORVW5 STEEL, GENERAL:
COI;NERs. UsE COi;zNER PAR$ OR F312KI REF3AR LAP A
1. REIIJFOR ING STEEL $HALL BE NO.5 BARS.
MINIMUM OF 25.
2. 04EN 2 OARS ARE IN THE SAME CELL THEY MAY !3£ VL>TIDLED.
3. $FLICE LENGTH$ SHALL BE A MINIMUM OF 25'.
9. ALL FOOTINCs3 1^LEYATIOAI MUST l3E 12' BELOW
4• C INFORCIW3 STEEL SHALL 13E MIN" GRAVE 40 AND IDENTIFIED
IN ACCORDANCE WITH ASTM A615, A616, A6111, OR A106.
FIN15H GRADF
10. FINISH SLA13 TO f3E $' AF3Y. FINISH GRADE
C�RDUTED
BONE) BEAM z
TIE. TO HORZ. BARS � �!
V MiN, EMEDMENT . p
HORZ, REINFORCING_" REiNF.
�,° HOOK k -VERT. iN GROUTED
CELL
z
:
GLEANOUT RECQ'D
•4 FOR GROUT LIFT
5 FT. UNLE55
HORZ, REINFORCING- ft:;� FOOTING DWL 15
ro ° HOOK y NOT REOV.
HORIZONTAI-NERTICAL REINFORCING ZI) O
#g GUN NAiL5 /@4p O.C. #S GUN NAILS Q
TOP 4 BOTTOi" 1 EDGES v �, ^ Q C. IN FIELD
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w z zo
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�O4�
TTP. EXTERIOR SHEATHING
ATTACHMENT FOR ROOF SHEATHING
(O.aB. TO 5E STRUCTURAL GRADE)
T` F, EXTERIOR SHEATHING ATTACHMENT
FOR SHEAR, AND UPLIFT
(0.5,5, TO 5r= STRUCTURAL GRf4DE)
GONNEGTORS FROM PLATE TO STUD TO PLATE
ARE NOT REOUiRED EXCEPT AT OPENINGS
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