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Scheidel Court 1124 1126 (3) • <1 W r• Esposito UIR 9 PIU% Nq zq Cheek z S cheidel C 0 ur t 13 LIPI exes 0 0LU I - z c ............ . Assoc ® unm O -, 1124 = 1126 ScheledelBeach u � • Architects uva oun ori a - 0 4540 Southside Blvd. C suite 502 cn Jacksonville, FL 32216 Gly OF ATLANTIC S OH (904) 641-6649 LU Drawing Index FEB IA2005 z w Sht.No. Drawing Title Not Valid,.i� 41 `' aY: Perm' Al Title/Index W i t h o I S�p A2 Architectural Foundation Plan Si g n a t u D, s 6 Seal, r A3 1st Level Floor Plan A4 2nd Level Floor Plan FL Lic. No. 25 A5 Building Elevations Fred R. Chek,0 � C ❑ A6 Building Elevations • A7 Roof Plan / AS 1st Level Electrical Plan A9 2nd Level Electrical Plan Q IL/ � A10 Construction Details Q ti LLI O u � II II z X ,4BBREVIATICN5 Building Code Summary 415V ABOVE FLR FLOOR SDLTS VIDE LIGHTS CODE ENFORCEMENT JURISDICTION: DUVAL COUNTY PROJECT LOCATION � AC AIR CONDITIONER FP FIREPLACE SGD SLIDING GLlA55 DOOR AFF ABOVE FINISHED FLOOR FIR FRENCH DOOR(S) 5H (2) SHELVES (QQUANITY) ZONING CODE-THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER (956, ZONING CODE FOR AHU AIR HANDLER UNIT FXD FIXED SHWR SHOWER (1(� BLK BLOCK FXT FIXTURE T.B. TOWEL BAR. RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM BUILDING HEIC-SHT OF THIRTY FIVE FEET (35'). CABS CEILING CRL5 HOSE T.45 TOILETF'SHC;EW HOLDER D� /tile County Wind peed Zones Q t4� 4� � cLG CEILING Ha HosE BIB Tay TUB and SHC7WER ZONING CLASSIFICATION: 4w Y .■ CHR CHAIR RAIL <5 KNEE SPACE TEMP TEMPERED COFF COFFERED LAV LAVATORY TR TRANSOMmaa COL COLUMN LT LAUNDRY TUB VOL VOLUME WIND CONI=: 105 MPH I10 MI-14 115 MPH 119 MPH 120 MPH (WIND-BORNE DEBR18) • GOMP COMPRE55OR MRBL MARESLE WC WATER GL055ET Scheidel Cour; t lu II GRN MLD CROl1N MOULDING MC MEDICINE CABINET WD WOOD FLORIDA E3UILDINC-s CODE:2001 EDITION FLORIDA BUILDING CODE - FUEL. GAS: 2001 EDITION � w CVAC CENTRAL VACUUM 5Y5TEM MIR MIRROR WH WATER HEATER 4 DBL DOUBLE MTL METAL WNCT WAINSCOT FLORIDA BUILDING CODE - PLUM5ING:2001 EDITION NATIONAL ELECTRICAL CODE: 2000 EDITIONS 1 ` LU PIACs DIAGONAL OH OVERHEAD Ws WATER SOFTENER FLORIDA BUILDING CODE - MECHANICAL: 2001 EDITION FLORIDA FIRE PREVENTION CODE:2001 EDITION crxarv�u'ff V r ` DR DOOR oPNG OPENING WASP WASHER 1 , ctou�a u V' DRY DRYER OPT OPTIONAL DW DISHWASHER R45 GLOTHE5 ROD and SHELF ASSEMBLY 5U5INE5S EDUCATIONAL � 1 ( � � � Ef3 EYEBROW REF REFRIGERATOR n FL FLOOR LINE (MAT_CHANGE) S_D_ SOAP DISH MECANTILE RESIDENTIAL FACTORY INDUSTRIAL �- ,4 p p Occupancy — ..,, � � CITY �F ,��tfr ��INSTITUTIONAL (UNRI~ST) INSTITUTIONAL !REST) STORAGE Imi.i t sc R ��16�IfVCaCN �:OD ,4551„�B L.�1' Classification O LU _ x HAZARDOUS MIXED OCCUPANCY N/A Z �, k., E'er 1 .` 'f I `°' .. ...............................:.. (PER FSC 104.2.1.1 x fiF� • P. INDICATES PRIMARY OCCUPANCY, 5: INDICATES SECONDARY OCCUPANCY ~ Itj � . € hRRN I,, o A u ROOFING SYSTEM: ASPHALT SHINGLE OVER HIGH SLOPE ROOF TYPE I TYPE IV (P) TYPE v (UP)(4:12 OR GREATER) y --�- TYPE I I TYPE IV (UP) TYPE VI (P) i W r 1? Construction • MATERIAL: FIBERGLASS REINFORCED HVY WT ASPHALT ROOF SHINICsLE ype TYPE III TYPE V (P) TYPE VI (UP) t 1= 1 W/ ONE LAYER OF UNDERLAYMENT FELT. MIXED CONSTRUCTION It JO E3'*;w ¥r B 045331 FASTENING REQ.: FOUR (4) ROOFING NAILS EACH SHINGLE, PER SHINGLE " �x` I; # P: INDICATES PRIMARY CONSTRUCTION, 5: INDICATES SECONDARY CONSTRUCTION MANUFACTURERS WRITTEN SPECIFICATIONS SPRINKLED: YES NO FIRE DISTRICT: YE3 NO DATE, 11/10/04 ? Height APPROX HEIGHT AFG: 23'-3 MEAN ROOF HEIGHT AF^F: 20'-0' t HH�.. FRCxD LASHING REQ.: CORROSION RESISTANT METAL FLASHINS INSTALLEgei g 4 FIRSTST FLOOR A/C: �12� OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA ; = ;�r�a�tua. � � � ICD- Buildin PER DETAILS SEE SHEET EIGHT (8), B ' uildingACC$ SECOND FLOOR A/C: OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NATOIAL 'pea � S ED: ❑ ro33d� �, , w WIND RESISTANCE RATING: 110 MPH OR GREATER, AS PER ASTM D 3164 (MODIFIED). 13450 OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA �. LU GARAGE: NA w LANAI/PORCH: NA RE V 15E D: ENTRY: 57* 0 7 14 21 Niles H W TOTAL UNDER ROOF: 1433* Lot Area GROSS AREA: 000000 rte, BLDG 15 A DUPLEX TOWNHOME SOLD 0 AS "FEE 51MPLE' UNITS. BUILDING COMPLIES WITH I ZONE LOCATION t"1AF C!7 THE SEPARATION REQUIREMENTS SET FORTH IN FBG 2 D(OI- -104.4 � PROJECT L IE5 IN THE 1201"FH ZONE. A O U1.� z 0 0 Q COPYRIGHT 2003 ESPOSITO, CHFEC a ASSOC., INC. • DESIGNER HFRE5 r' EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY F 6,WIN63. THESE PLANS, DFS16NS AND DRAWINGS ARE NOT TO BF REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC.. NOR SHALL THESE PLAINS BE A5516NED TO ' b1 ARTY WITHOUT FIRST OBTAINING SAID WRITTEN PFRMISSION AND CONSENT. copy l I,� Sc c • � 0 0 �.. LU n Esposito , r k z 0 0 LU z c Assoc . I LL. LL- Inc . CD CD 0 LID A 2 5T0 Y M0 B 2 STORY MODEL C U Architects � LU ENTRY LEFT ENTRY RIGHT D 0 5EPARATION WAL 4540 Southside Blvd, ry suite 502 cn 25'-0" 25'-0" Jacksonville, FL 32216 � 1( .4 . 4'-m° 2'-�° �'-�° 5'-O° 5'-O" �'-m° z'-&° 4'-r0° 10'-&, (904) 641-6649 w 0 '1191'-4° -m'-4" Z MN) , (MIN) Not Valid,, ,J, - -- - -- -- - - - --- i r r / �� P e r m t t r •' o e Witho f &LAS NOTE �� '•,�' = Signat r std I. FOUNDATION 15 DESIGNED FOR AN ASSUMED 4. HEIGHT OF ALL STEP-DOWNS SHOWN ON 1 NF3 NB 1 � Q MINIMUM SOIL GEARING PRE55LIRE OF DRAWINGS ARE MINIMUMS and MAY VERY Seal, r 2,500 PSF. IT SHALL BE THE CONTRACTORS AT BUILDERS OPTION AS REQUIRED BY ,,r•\•�, �r� `� kti RE5PONS1511-ITY TO VERIFY THAT THE SOIL SITE CONDITIONS WILL SATISFACTORILY SUSTAIN THIS LOADING, T FL Lic. No. AAm�Sr REQ 5- VERIFY LOCATION OF ALL PIPING and 2. (49 2500 P61 CONCRETE SLAB W/ 6x6 CONDUITS REQUIRED BELOW SLAB. 5EEI I Fred R. Cheek"""' I0/10 WWM OR (4') 25001=51 FIBERMI=SH FLOOR PLAN FOR ALL PLUMBING FIXTURE Q CONCRETE SLAB OVER 6 ML POLY- LOCATIONS. ETHELENE VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL (TYP) • 3. VERIFY LOCATION OF ALL INTERIOR LOAD GEARING PARTITIONS W/ TRU55 ENGINEERING DRAWINGS and PROVIDE THICKENED SLAG @ _0 AT ALL LOCATIONS (5EE DETAIL) I [il ctl MINIMUM STEP DN DISTANCE Q DETAIL/SECTION NUMGER 4' �NOT_�g_5TEP DN OR I 0 _0" -0'-0' ff RECESS IN CONG SLAB g _ I � DETAIL PAGE NUMBER DENOTES-SLOPE GONG -0' 3'-0 SLAB 1/8' PER FT (MIN) ° I I LLI 0 SLP NOTE !!! I I 0,LP � �1I u L 4 ROOF TRUSS ENGINEERING WAS NOT AVAILABLE � 4. 0 Z PRIOR To ISSUANCE OF THESE CONSTRUCTION DRAWINCG5. VERIFY INTERIOR ROOF TRU55E3EAR1— ING RNG PROOUGE[7I SPECEIFI ALLY OR THIS USS I PREOJIECT. I I I � -A LU 0 _ -0'-4" _ -0'-�l" Q ' IMIN) `n � � — — — � J MIN) `t V `9 l NB JOS#: 045331 DATE: 11/10/04 zz 14'-2' 10'-10° I0'-101 14'-2" �' DRA�JN- DP cHKD: c z�'-m" � ISSUED: 50'-0° LU iZEVfSED: w LU J 11 n n n Q FOUNDATION FLAN � 1 /4 � 11 - 0 ARCHITECTURAL MONOLITHIC Q 0 Z 0 • COPYRIGHT 2003 E5P051TO, CHEEK B A550C., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC,., INC.. NOR SHALL_ THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. l 1 Z llz� Sch ldE4 C.F. • Q �� ® >CB LU AGEspo Cheek z 2 STORY I"1opEL 2 STORY 1"1opEL O ENTRY LEFT SEPARATION WALL ENTRY RIGHT 0 W H TYFICAL, EACI4 UNIT 50'-°�' z Lv Assocm ff 21-61 V-3 1/2' �,,g„ 5,_ 1" 5,��" �,_�„ 1'-8 i/2" V-3 1/2" 2'-6" LLL 1st LEVEL LIVING: -11210'-&" I 4' 0" I 2'-ra" I 3'-O I 2" `-2" 3'-0" I 2'-(o' 4' ON I 10'-61 O X033 2nd LEVEL LIVING: d� ------------------------ ----�I ---- ---�I�-----�------�� ,r<----_ �------7I ----- ---- I�-------------------- ----- � Inc . 0 I I I I I I I I OTHER NA i i i i i i i Q LU TOTAL LIVING: 1345 41I i i i i i i i ArC,-hitect U Cz'o'RA'Cx)=` NAi i i i i i i i Q LANAI: NA i I , l \ 2- ' / ' I 3'- I/23'-7 1/2 ENTRY: 57 0 --�� - ' 4540 Southside Blvd" C ' cON 6LA51 1 4CON SLA I --��- suite 502 1 a , Jacksonville, FL 3221 b p STORAGE 31 # , p I A/C 2 A/C TOTAL CINDER ROOF., 1433 # 3052 SH � `'' `i' � � coM I AIO I � OMP � � i � I _ 3052 5H (ro'�-101112" HDR) HB i _ � ryj o i H5 (6'-101/2" HDR) (904) 641 bb49 H 5L _ gip_ o �JCLI.CsV� z `,� 1111�rrrr�rr� STOR � IWH � I WHI ) STOR `� WJ m S GLG �.I/ S CLCx � � L;I lip :• ..(� NINN _ E D fR� 2 42'H 1C WALL 42'H lC WALL E3 E D #2 - -• OV � I I� C I 30,1-jN N F2A L W GAP W CAP— 3 'H NA d I LIP � � � Z° �� 'V � /�� ABV ABOVE S' GLG U r UP r UI I S' CLG �; rZ AC AIR CONDITIONER - 1 -' 4" I 4„ - _ : j �' 1rJ AFF ABOVE FINISHED FLOOR `� I 1 1 m =� '• `�b4 AHU AIR HANDLER UNIT ELIC 1�LOCiC R 2x6 WALL 2x6 ALL R '+• • •r.r FL Lic. No. AAQd6564. **Q ' CABS CABINETS Fred R. Chee�(r111 ""��''� CL CEILING LINE N � o Q CLG CEILING GHR CHAIR RAIL 508 zg6a �,4TN #2 S,4TI-I #2r1l COFF COFFERED `pS' CLG 8' CLG �9COL COLUMN 3'_0" s c0 Y 3 -000MP COMPRESSOR � _____ -- _ - - - - - _ — _ VINYL VINYL N �-- Rs5 � � 2868 GRN CROWN MOULDING i N - - - - N I Q GVAC CENTRAL VACUUM SYSTEM 8 - - I Q DBL DOUBLE ' - - � -__ ..--- 41 ha PNG I 41�m NG --------�- ' (� cv I111 - OIAG DIAGONAL 1 4 �� 8'-I I/2' 2'-S" 3'-5" 10'-7 I/2" z" 2' 10'-� I/2" 3'- 2'-8" 8'-1 I/2" `3� N DR DOOR `' I N '}j� s8 I `' O �- DRY DRYER SPACE I z b 1 ;, 7 N � , q N_ OT�: VERIFY NOTE: VERIFY o I m 11_ DW DISHWASHER m I u u I DW EYEBROW I TUB R.D. W/ TUB R.D. W/ L> FL FLOOR LINE (MAT CHANGE) ------- CONTRACTOR I CONTRACTOR ------- U FLR FLOOR {�- FF FIREPLACE OOR p IN I NGS A1� ED IN I N � �� 1� fPE AT 1�� 1R � I � FXD FIXED I S' GLG S' GLG I II FXT FIXTURE i 5' GLG S' GLG 1 U GLS GLASS I 2' 2' N II HB HOSE BIB N �, 2'-4" 2'-4" N X �+- KS KNEE SPACE 1 LAV LAVATORY � 1 FLR INE FLR LINE FLR LINE FL L LINE �� I LT LAUNDRY TUB 1 � VINYL � VINYL 1 � MRBL MARBLE _ _ 1 � � ld I MG MEDICINE CABINET I ytu N N N N (� I MIR MIRROR i �r OI I ! I z p I IO A I � 111 I1 MIR METAL I 4' WO MULL. I r" I 4' WD MULL i Q OHC OVERHEAD CAB5 ; �, 30 a � ICITGNEN I 0 I I II KITCI--ISN °�� 3 �S 1 U OPNCz OPENING a, c-LGU I VINYL I D I I I I VINYL I u OPT OPTIONAL (2) 3052 SH s -1 (2) 3052 SH RdS CLOTHES ROD and SHELF I Im' w-101112" ND R) q I SINK - I I — -� SINK I o (ra'-101112" HDR) I I '� REF REFRIGERATOR SPACE I I S ENTRY I DW I DW I ENTR'1' I I Q SD SMOKE DETECTORtu S' GLG �t L J — I J L I L J tt S' GLG SDLTS SIDE LIGHTS I I OHG rOHG OHCS J OHG m U _ BEAM A5v BEAM A15v SGD SLIDING GLASS DOOR � = _ - - - - - - - - - - - - - - - - - - _ = - - _ SH (2) SHELVES (QUANITY) — — — — — — — HB 3030 SH 3030 SH NB — — — II SHWR SHOWER (ro'-101112" HDR I (r0'-101112" HDR) 4x4 PT POST �" LU� SOAP SOAP DISH 2 1 TB TOWEL BAR Alo TPN TOILET PAPER HOLDER T45 TUB and SHOWER TEMP TEMPERED TOB TOP OF BLOCK (CMU) TR TRANSOM VOL VOLUME 2'-0" ro'-3' 4'-5" 4'-5" ro'-3" 21"0" 6671 • WC WATER CLOSET WD WOOD2" 2" WH WATER NEATER 14'-2" 10'-8" �fz10'-8" 14'-2' WNCT WAINSCOT W5 WATER SOFTENER " 25'_0" 25,x0, OPS � � 533 � DATE: I1/10/04 W5H WASHER SPACE DRAWN- DF C 4<C): C L10 SEPARATION WALL ISSUED: a W V) REVISED- W Ist LEVEL FL001R FLAN 1111 1 /4 w J Q U A o z 0 a © COPYRIGHT 2003 ESPOSITO, CHEEK B ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. TPESE PLANS, DE516N5 AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT50EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND A550C„ INC- NOR SHALL_ THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. 112-4112 scEldp-1 C�* • LU �� C O ?CEsposit kChee z 0 0W H A B C z c 2 STORY MODEL 2 STORY MODAL Assoc ,, ,, FENTRY LIEFT SI~PARATION WALL ENTRY RIGHT LL a -01 50'-0" Inc . 0 �7 25'-0' 2 5'-D' ❑ 10'-g112' 14'-0 1/2" _._.. 14'-0 1/2" Architects /U 2'-&" S'-3 1/2" 12'-4" 2' 2" 12'_4' 8'-3 1/2' 2'-6' ❑ 1'-8 1/2" I'-8 1/2" 4540 Southside Blvd, C z suite 502 to 3052 SH 3052 SH 4052 SH A10 1 3052 SH 3052 SH Jacksonville, FL 32216 in ((01-101/2' HDR) (rte'-101/2' HDR) (6'-10112" HDR) ((0'-101'/2' HDR) ('6'-101/2" HDR) (904) 641-6649 Hw- O 15 14 13 1 13 14 1 3'- 1/2" 2'-6 1/2' 41-24 3'-1 1/2' 3'--I 1/2' 41-2m 2'-ry 1/2" 3'-8 1/2" I I ' DN c 2' 2.. �I I I I�I 1 , ��J> `� � � � � — 36"H_A�R IL aro N AN — IL — N TVI `�E 31 rel -j 6' N _ IL 3 'I I�H&,IDRAIL --' 1 8' GLCx �- I II I �a m 8 CLCD o,, 0? ,SII Il •u - a r �. . t n ,-- 2x6 WALL 2x6WALL MIR FL LIC. No. /V 0662564"o"'yU Fred R. Cheek-.,,,,,,,,,Q p r -3 �- _; STA f 1� NOTES STN l woqq� 1 0ofi -A • LL qj 8' GLG } f;✓ } lK �8' GSL 1. (15) EQUAL RISERS AT -9/lro' EA m ~ m ~ VINYL �� (13) EQUAL TREADS AT 911/2" W/ I" NOSING EA VINYL �. z z Q H- 0 2868 (TOTAL TREAD DEPTH TO 5E 101'/2" MIN) `;� 50ro8 506 8 2. TREA©S SHALL BE 2x12's CsLUED and m NAILEID (RIPPED DOWN AS REQUIRED) "' :' I 8' GLC I x m 1 WSH r DRY N oRY wSN x S GLG I w I — II — 3. RISER-15 SHALL E3E Ix8'6 GLUED and ` O fK 8' GLCx S' GLG ! 4 — J J NAIL)=1D (RIPPED DOWN AS FEQUIRED) / —1 L — J (u sl�laav L J ti R45 C - - �C - - C C - - CC - - C R4S 2x6 WA—LL2ro68 2rv(o8 2x6 WALL 4. LANDIINCx5 SHALL 5E CONSTRUCTED OF U 2x8'5 m 16" OG and DECKED W/ 3/4" T4Cr ra'-10' 1 2" 3'-5' 2 �8 5'-10" 4'-9 1/ " 1 -9 1/2' S'-10' 28 3'-5" 3'-11 1/ " ra'-10" PLYWOOD CsLUED and NAILED {1— STRINGERS SHALL 5E 2x12'8 EQUALLY II SPAGIED (TYP) �y u 5ED 3 (3) SH BED 2roro8 4 I 2roI ) S H 5 E D 11 e 8' GLC3 8' GLC B' GL6 8' CLCD eLU ._._1 { I— H � O I I � U � 3052 SH 1 3052 SH 3052 SH 3052 SH lU (6'-101i2" HDR) ((o'-10112" HD (w'-101/2' HDR) (&'-101/7' HDR) Q Al 1 0 4'-5" 5'-II" 5'-I" 5'-5" 2 10'40" 4'-0' 10'-4' 2" I0'-4' 4'-0" lm'-ro" N 25'-0' 25'-0' 50'-0'1 • SEPARATION WALL J05#. 045331 DATE: 11/10/04 z DRAWN: DP GNICD: < 2NrD LEVEL F-LOOfR FLAN 11 ,411 1 /4 - 155UErD: 0 LU w FREVISED: w 2 F— LU Q U Q 0 O z O ❑ • Q COPYRIGHT 2003 ESPOSITO, CHEEK d ASSOC., INC. DESIGNER HFREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHFR PROPERTY RIGHTS IN THESE DRAWINGS. TFHESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVE=R WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPO°vITO, CHEEK AND ASSOG., INC.. NOR SHIALL THESE PLANS BE ASSICcN�D TO ANY PARTY WITHOUT FIRST OBTAINING SAIp WRITTEN PERMISSION AND CONSENT. SchDdd 11 11� • CW 12 n 4 12 Esposito F4x Cheek z 0 BRG 2ND LEVEL 17'- 1" ❑ _Ij -- & F— W z Assoc „ ® C H VINYL 5I1DING d TRIM I O LO 12 ❑ LU FIN FLR _ 2ND LEVEL Architects tJ BRCx r-1AIN 0 4540 Southside Blvd” a C l 0 suite 502 cn Jacksonville, FL 32216 ❑ 4x4 PT POST (904) 641-6649 LU 0 Not Valid ; % "•'`r'' � "• 1'IN FOR f _ h^'(AIN m'-m° Perm ti � • a��.K " • ,,,,� Witho t ' r 10 R; Signatu e,"" s'. 1 ,, Seal a d, ; s ••,�w� ELEVATION FL Lic. No. AAfP,, IGPT SIDE II II 1 /4 Fred R. Cheek ❑ • A B C ` a F- 2 5TORY MODIEL 2 STORY MODEL � ENTRYLEFT SEPARATION WALL ENTRY RIGHT � LL � �L z , �� ,�------------- 12 --- ---12 12 ice- F- Bf _ 2ND LEVEL 17'-7" 0 � Q 1VINYL SIDING= VINYL SIDING= TRIP 1 �� d TRIM U l) __J Li--1 C14 1III 12 FIN FLR _ 2N1) LEVEL Nt E5RG MAIN DECOR BRACKETS 4x4 PT POST 4x4 PT POST JOEL". 045331 PATE: 11/10/04 U LLU VINYL SIDING DRAWN; DP 21 1 4 TRIM GNKp: Lv VINYL SIDINGDoll FdN FLR MAIN m'-D" ISSUED; Q 4 TRIM W w REV15Ep: w tfP,.,OI T ELEVATION 11 ,411 1 /4 " = 1 I _ 0II J Q U) 0 z 0 © COPYRIGHT 2003 ESPOSITO, CHEEK 3 ASSOC., INC. DEBI(SNER HEREBY EXPRESSLY RYER ESERVES HIS COPYRIGHT AND OTHPROPERTY RIGHTS IN THESE DRAWINnS. THESE PLANS, D5916NS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANcSED OR COPIED IN ANY FORM OR MANNER WHAT50EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPO51T0, CHEEK AND ASSOC., INC.. NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAININn SAID WRITTEN PEW115810N AND CONSENT. LU a� 12 12 4 Esposito , 4 Cheek z 0 BRCx 2ND LE-VEL a w Z Assoc I, ff `)� 1,1 VINYL SIDING V- 4 TRIM Inc . U*) 12 0 FIN FLR - 2ND LEVEL 9'-5��g" Archiu LuVINYL 51DING E TRIM BRG - - "AIN . 8'-1g" 0 4540 Southside Blvd, C suite 502 va Jacksonville, FL 32216 C) a x4 PT POST (904) 641-6649 LU F-- 0 ry� Not Valict,ol" FIN FOR ' ° } \ ii Withou- , '4e tir d _ Signatur d • C!� Seal, al , e. I n II II I II FL Lic. No. AA0 5b4 c;E LEFT SIDE ELEVATION 1 / = 1 � � Fred R. Chee '.......'"" L'' D C B A n �- o � 2 STORY MODEL 2 STORY MODEL � z ENTRY RICHT 5EPARATION WALL ENTRY L�1=T / O u � H � U � II 1 12 I 12 1 x 7 I ice- BRG - 2ND LEVEL I7'-7" Q � U � II VINYL SIDING 1VINYL SIDING U N 8 TRIMLLL TRIM N r-IN FLR - 2ND LEVEL BRG MAIN S'-IIiB" Cn ❑o ❑o • JOB*, 045331 VINYL SIDING `VINYL 511DING z d TRIM 4 TRIM DATE. 11/10/04 D1�;4LUN: DP DOICN4<D; C FIN FLR - - MAIN 0'-�� 155UED= 0 LU cn fzEV15ED= w LU REAR ELEVATION ILII 114 " = 1 ' _ 0 II U Q 0 0 z 0 0 © COPYRIGHT 2003 E5P051TO, CHEEK 6 A550C., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVEIR WITHOUT FIR5T OBTAINING THE EXPRES5 WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND A550C., INC- NOR SHALL. THESE -LAN, BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERM1551oN AND CONSENT. lzq iz& 5chac!,L IL DECK • 2" MIN SIDE LAP ALONG RAKE PLACE DRIP EDGER ON TOP OF UNDERLAYMENT K�7= C ................. ........ 3 ' IDP UNDERLAYMENT INSTALLED WITHOUT WRINKLES. U5E ONLY ENOUGH WALL SHEATHING NAILS TO HOLD UNDERLAYMENT IN """'• PLACE UNTIL COVERED BY SHINGLES X E EXTERIOR FIN15HE sposN�� w-- OVER AIR INFILTRATION � \ BARRIER C SEE DETAIL.) Chleek O " W z z i METAL FLASHING -[1/ NON-coRRODING `- METAL DRIP EDGE (NAIL TO ROOF DECK s.'s o NOT WALL SHEATHING) m ® L.L 4• MIN END LAP " CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT Inc . O ALONG EAVES PLACE UNDERLAYMENT r ON TOP OF METAL DRIP EDGE ROOF GEMENT Tu SHINGLE. NDRLA NT 1/ ArCh1te(Dts Luv 4:12 or GREATER SLOPE o 4540 Southside Blvd, C OVER SAVE AND RAKE EDGES ,� g suite 502 cn TO PROVIDE DRIP EDGEALONG RAKES, CEMENT Jacksonville, FL 32216 ❑ 5HINGLE5 TO UNDERLAYMENT 2 STORY MODEL 2 STORY MODEL AND EACH OTHER INA I u 1 u (904) 641-bb49 F- 4" WIDTH OF ASPHALT WALL FL A5H I NCS 3 = 1 - 0 ENTRY LEFT SEPARATION WALL ENTRY RIGHT O PLASTIC ROOF CEMENT NON-GDRRODING .�� ' ''� f�,...,• MTL SAVE DRIP �� , �, • �� err r (TYP)1 _4� 1'-4" (TYP) rG x".•. � TRIM &'-7' FROM ENCEE ST SHINGLE HI R-30 BATT INSULATION FIBERGLASS SHINGLE b � . TRIM TABS FROM��.' 12 ROOFING OVER ^(TYP) (tYp) ••�.... ••• ALL STHINGL COURSE --- SEE ELEV) 15 FELT OVER 7/16° o5B FL Llc, O, � s ~ �� /� I` S�t-4R I ER COl.F�6� FLf�t4�EMEN I 1/2 II _ 1I _ 0II OVER FRE-ENG WD IV AAo0t�2�¢�},,,,, c TRUSSES X24 OC INSULATION BAFFLE Fred R. Cheek ❑ PLACE SHINCsLI=S PETWEEN EA TRUSS CLOSE TOGETHER `, HURR CLIP Q EA TRU55 4 p- • BUT DO NOT CROWD LZ (SEE STRUCT. DWGS) [L ALONG RAKES, CEMENT . (2) 2x4/6 PLATE 112 SYP SHINGLES TO UNDERLAYMENT 00 AND EACH OTHER IN A ,00 ALUMINUM DRIP OVER ` 4' WIDTH OF ASPHALT VINYL CLAD 2x6 FASCIA PLASTIC ROOF CEMENT �. • II II � }— %' TYPE "C' FULL VENTED VINYL SOFFIT I I I I --i Z NON-CORRODING00 GYP BRD Q CLG SET IN CHANNELS PER U I U MTL PAVE . DRIP - MANUF. SPECIFICATIONS - V PLACE SHINGLES II OVER SAVE AND RAKE E06E5 4' ORV 4' ORVr l� TO PROVIDE (DRIP EDGE 1/2" GYP BRD > R-13 BATT INSUL VINYL LAP SIDING LU OVER TYVEIC HOMEWRAP .-� � II OVER -1/16' 058 OVER �y U 2x4/6 SPF STUDS 16' OG I I �-17� :12 O I I I I I I I I \'11L O II PINCH �- � II II II II II xFIRST COl��SE fi LACEMENT 1/2 11 y11 _0II I I F- - _ - - - -� � - --- - - - - - -� I C--- - -- - -- --.ZI LF- ._.-.._.- 1 f. � o q lu xt011�1112 t o 12/2 11 is t o 121/2. L_ `I > " I, Q �� Ir = = =JI t � � � I - - - � I �� z ,' � to 1 � � � � � � N I'-4' PITCH I PITCH 11-41 ----1 � 1�L1 _ 1-I-ai N I fil 1(TYP) I I I I I I Q © r (� L r IL CD El (TYP) � I I I I tJ- -� (TYP) 5H INC;LE NAILING 311 = 1 ' -0 u � i i I i i i � J0�3�: D45331 V a' ' ' ' ' a DATE: 11/10/04 I I I I I I I I I I I I WN II I I I I I I E)FRA WN: QI I I I I I I I I '-a' 3. 0. ------17'-5 1/23 -0 � - : C ---------------------------------------------/------�Iz-------�1 714-___--7Ic- _---------------------------------------------'11/ 155uE(�: ❑ I W SEPARATION WALL W fREYISED: _ II II 1 /'� II - 1�C Of FLAN w J Q U O z O • © COPYRIGHT 2003 ESPOSITO, CHEEK S ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC- NOR 514ALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. l l2 q 1120 �hV&� Q LU p0 � it x kChee 0 0 0 LU A z Assoc c 110 VOLT DUPMOUNTEDLEX OUTLET-WALL ouNTED 2 S�ORY 1'''10D�L 2 CvtOR1' m d � 110 VOLT SPLIT DUPLEX OUTLET-SWITCHED ENTRY LEFT 5EPARATION WAIL ENTRY RICHT � IncurO St�r- 110 VOLT DUPLEX OUTLET-WEATHER PROOF I L0 110 VOLT QUADPLEX OUTLET-WALL MOUNTED I10Y DUPLEX -CxFCI OUTLET Architects Lu 4� 11OV DUPLEX -GFCI OUTLET-SWITCHED I I I 0 _ 4540 Southside Blvd, C � 110Y DUPLEX -AFGI OUTLET � �� VOLT suite �? U)Ak 110V DUPLEX -AFCI OUTLET-SWITCHED Jacksonville, 32216 (904) 641-6649 110 DUPLEX OUTLET-FLOOR MOUNTED I p � 0 220 VOLT:OUTLET-WALL MOUNTED Z ► TELEPHONE OUTLET ,',, ' 111 i1lrrrr LTLT SWITCH (PREWIRE FAN) " I x > C �PREWIRE FAN) rJ Ft gp ~ O q SDIL 00_ 0tD VA\\ /x + �x •• L -�' SWITCH-THREE WAY I © • .• u� ILI SWITCH-FOUR WAY J �/ - SWITCH-DIMMER I 'nE FL Lic. No. AA06i664,1 •o ❑---I USN BUTTON SWITCH O Fred R. Cheek' 1 j 11 '''0 P O SD SD ...m:wa.... • ® DOOR BELL CHIMES I 0--i CABLE TELEVISION OUTLET r] F - - - ® SPEAKER LOCATION - - - - - LIGHT FIXTURE-CEILING MOUNTED 0 + LIGHT FIXTURE-WALL MOUNTED • LIGHT FIXTURE-CEILINGS SUSPENDED / - \ LT u / \ LT LIGHT FIXTURE-CEILING RECESSED (PREWIRE FAN) / I \\ (P�WIRE PAN) {� W � ® LIGHT FIXTURE-RECESSED E'Y'EBALL 1 Cy � CEILING FAN \J SMOKE DE ECTO -C I X ~ • T ING MOUNTED I I I Q R E L EXHAUST FAN I I OL d - ® d- w -�- EXHAUST FAN/LIGHT FIXTURE Ci"OE30 I I I � I � I r FLOOD LIGHTS-DUAL HEAD / I I I I I I \ U 7E Q II I _ L J L � — IVL LU o ELECTRIC PANEL I STRUCTURED WIRING PANEL WF L_ J }lam J L �1� L J WP I I U �{] QUICKDISCONNECT - - - - - - - � - _ = - - I -- - - - - - - - - - - - - - - � - � QK--I SECURITY'KEYPAD LOCATION N ❑J JUNCTION BOX LOCATION FA FIXTURE ALLOWANCE ` -� LIG14T FIXTURE-UNDER CABINET Cn SEPARATION WALL (D-I THERMOSTAT C!� 1'X4' FLUORESCENT LIGHT FIXTURE J05*': 045331 CEILING MOUNTED Z ,, DATE: 11/10/04 2'X4' FLUORESCENT LIGHT FIXTURE DRAWN: DF CEILING MOUNTED GWiCD: ISSUED: 0 w v) R�V15�D: w H 15t LEVEL ELECTF,- ICAL FLAN II II 1 /4 " ® 11 � IILU Q U a � o O z 0 0 0 Q COPYRIGHT 2003 E5PO51TO, CHEEK 8 ASSOC., INC. DESIG=NER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHAN6ED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC.. NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CO l �� l/Z� • F-7:1 0 A, ■� W Esposito , �C r__ ek Z Che0 0 w A B C z c LCTfP-, 1CAL LEGENDAssoc .o L ®2 STORY i"ODEL 2 STORY M DEL.L � 110 VOLT DUPLEX OUTLET-WALL. MOUNTED ENTRY LEFT SEPARATION WALL ENTRYRIGHTIncl o 110 VOLT SPLIT DUPLEX OUTLET-SWITCHED �t), 110 VOLT DUPLEX OUTLET-WEATHER PROOF Architects U 110 VOLT QUADPLEX OUTLET-WALL MOUNTED 110V DUPLEX -GFCI OUTLET 4540 Southside Blvd. � 110V DUPLEX -(�sFCI OUTLET-SWITCHED suite 502 Un ■ 110Y DUPLEX -AFGI OUTLET Jacksonville, FL 3221 b p I (904) 641-6649 LU 110V DUPLEX -AFGI OUTLET-SWITCHED Q LL1 110 VOLT DUPLEX OUTLET-FLOOR MOUNTED ■ •• r , n@� 220 VOLT OUTLET-WALL MOUNTED 101, TELEPHONE OUTLET — ^ — — LT LT ��— — — — — — — (PREWIRE FAN) wo • (PREWIRE FAN) I I TO 5WIT H TV 511LII t3f OCH I - �y1 ••4 j x SWITCH E � ' . 4- SWITCH-THREE WAY 0 0 0 r I I I I / \ '%;�S •• � .'. -�r SWITCH-FOUR WAY 5D / �J FL Lic, No. AAO54A,110019 5D Fred R, Cheek �° SWITCH-DIMMER • ❑--I PUSH BUTTON SWITCH 1 ® DOOR BELL CHIMES 5D SD ■ C ---i GABLE TELEVISION OUTLET -- Q ® SPEAKER LOCATION I I � x� 0 � - f - - - Z 0 LIGHT FIXTURE-CEILING MOUNTED I— — — — — L _ —II _ —I L J C JL J C 7L � -(�-� LIGHT FIXTURE-WALL MOUNTED l) Y LIGHT FIXTURE-CEILING SUSPENDED O I p D UA gp SD ® LIGHT FIXTURE-CEILING RECESSED CSI V ® LIGHT FIXTURE-RECESSED EYEBALL r r ■ r ■ r ■ ■ u _� A CE I L I NG FAN // �� J LT 0 L J — LT Q SMOKE DETECTOR-CEILING MOUNTED R LT J , R IR I T FAN) I (PREWIRE FAN) ~ (PREWIRE FAN) � I (PREWIRE FAN) (DREW RE � EXHAUST FAN r I F EXHAUST FAN/LIGHT FIXTURE COMBO r �/ FLOOD LIGHTS-DUAL HEAD II oLU ELECTRIC, PANEL I U STRUCTURED WIRING PANEL ❑ I� - - -- - -- I - - - - ❑ --A QUICK DISCONNECT In (� SEPARATION WALL []K I SECURITY KEYPAD LOCATION LIA ❑J JUNCTION BOX LOCATION FA FIXTURE ALLOWANCE • LIGHT FIXTURE-UNDER CABINET JOE3*': 045331 QT--I THERMOSTAT EL_ F: C;TfP---. 1C,4L 114 11 - 011 [DATE. I1/10 /®4 z EI'X4' FLUORESCENT LIGHT FIXTUR1 / CEILING MOUNTED 2N� LEVEL � � IIDRAWN: DP _ GI--IfCp 2'X4' FLUORESCENT LIGHT FIXTURE Issu�D: CEILING MOUNTED LU [J7 REVISED; LU LU U a0 z O (D COPYRIGHT 2003 ESP051TO, CHEEK S A550C., INC. DESIGNER HEREBY EXPRESSLY RESERVES 1--115 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. TI-4E5E PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, OR COPIED IN ANY FORM OR MANNER wHAT50EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC, INC.. NOR SHALL THESE PLANS BE ASSIGNEE) TO ANY PARTY WITHOUT FIRST OBTAININC7 SAID WRITTEN I�ERI'11SSIDN AND GO 11 l � • QO 0 K C F SEPARATION WALL ATTAC2" METAL TRACK TO DECK PLYWOOD SH EATHING �*^� �'^� � G PRE-ENG WOOD ROOF TRUSSES "FLAME CONTROL" #Ira-Ira I n INTUMESCENT COATING X APPLIED PER MANUF E S P®sit ® r,--, 5 C TO UNDERSIDE OF PE DECKING AND TRUSSES, C h C97 e k 4'-0" MINIMUM ............... . .. ......... FIRE GAULK Z HORIZONTAL DISTANCE FROM 130TH SIDES OF SEPARATION WALL W CONTINUOUS GONTINUDUS & F_ BEAD OF BEAD of Z ACOUSTICAL ACOUSTICAL Lv CONTINUOUS FIRE-CAULK SEALANT ALIGN TRUSSES WITH INSIDE EDGE SEALANT SEALANT AsSoc BETWEEN TOP PLATE AND 5HAFTLINI=R, OF FRAME WALL Ll- EACH SIDE ' rE3 SEAL ANT 0� �Cm A2S LO i W rt� Ct CU E3 ZD cc A2S Q 1/2" TYPE "C' or 5/B' GYP BRD Q CLG W 4540 Southside Blvd, c R-30 FIBERCxLA55 BATT INSULATION 'THERMAFIBER" INSULATION FIRE BLOCKING Fire Resistance Ratings - ANSIML 263 suite 502 V7 AS REQUIRED Design No. U336 �- December 06, 1996 Jacksonville, FL 32216 0 m63" USG ALUMINUM ANGLE CLIPS Exposed to fire from separation Wall side only (904) 641-6649 LU SPACED AS REQUIRED Nonbearing Wall Rating -2 Hr ~ Finish Rating-120 Min IL SEPARATION WALL: (Max Height-44 ft) 1- Floor,Intermediate or Top Wall -2 in.wide channel shaped with 1 in.long legs N O t V011 '•��'`��' formed from No_25 MSG galv steel,secured with suitable fasteners spaced 24 in. � r Permik �4 11/2' GYPSUM WALL B � BOARD OVER OC. �` pf 0 2X #25PF WOOD STUDS I6" O.G. 2" Metal Studs-Steel members formed from No.25 MSG galv steel having"H" WIthoui rC\,a ? W: -shaped Flanged spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in. Signator berg W R-11/19 FIBERGLAS5 BATT INSULATION 3. Gypsum Hoard"-Two layers of 1 in-thick gypsum wallboard liner panels, supplied in nom 24 in. widths.Vertical edges of panels friction fitted into"H" Seal, an .d -Y • ��;, -shaped studs. ...... CANADIAN GYPSUM COMPANY-Type SLX. n� P AIR-SPACE, BOTH SIDES (3i4" MIN.) FL Lic. No. AAO ®25, ,,,,,. Q (2) USG BRAND I" GYPSUM LINER UNITED STATES GYPSUM CO-Type SLX Fred R. Cheek C PANELS INSTALLED PER UL-U336 USG MEXICO S A DE C V-Type SLX. 23/32" T4G PLYWOOD SUBFLOORING (2) 2' U5G G-RUNNERS GLUED AND SCREWED OVER B SPACED AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) PRE-ENG WD FLR TRUSSES 425 4. Wood Studs-Nom 2 by 4 in. max spacing 24 in.OC. Studs cross braced at _ 2X SILL PLATE mid-height where necessary for clip attachment. Min 3/4 in.separation between SIM y ACOUSTICAL SEALANT, 130TH SIDES wood framing and fire separation wall. 5. Gypsum Board-Classified or Unclassified*Min 1/2 in.thick,4 ft wide,applied either horizontally or vertically.Wallboard attached to studs with 1-1/4 in. long steel ^�- drywall nails spaced 8 in. OC.Vertical joints located over studs. (Optional)Joints I— covered with paper tape and joint compound. Nail heads covered with joint CONTINUOUS FIRE-CAULK SEALANT R-3D SOUND RATED compound. tl- BETWEEN SILL PLATE AND FIBERCsLASB PATT INSULATISN 6.Attachment Clips-Aluminum angle,0.063 in.thick,2 in.wide with 2 in. and SHAFTLINER, EACH SIDE REMOVED AT CLIE=NTS REQUEST 2-1/4 in. legs.Clips secured with Type S screws 3/8 in.long to"H"studs and with � U r Type W screws 1-1/4 in. long to wood framing through holes provided in clip. L 6A. Clip placement(Item 6)for separation walls up to 23 ft high. Space clips a max of 10 ft OC vertically between wood framing and "H"studs. jQ 613. Clip placement(Item 6)for separation walls up to 44 ft high. Space clips as u :.. C,4described in Item 6A for upper 24 ft. Remaining wall area below requires clips V spaced a max 5 ft OC vertically between wood framing and"H"studs. �I( ~ "Bearing the UL Classification Mark / �a B Reprinted from the Online Certifications Directory with permission from Underwriters �-- 1/2" TYPE "C' or 5/8" 'THERMAFIBER' INSULATION FIRE BLOCKING Laboratories Inc.Copyright 02003 Underwriters Laboratories Inc.® GYP BRD 6 GLG A2S AS REQUIRED1-3 � ACOUSTICAL SEALANT, BOTH SIDES (D z fk 6 A O q NOTE" SOUND RATED ASSEMBLY, Q m�V {{-- U CAULK ALL PENETRATIONS WITH LU SEALANT U.N.O. `` LH lie' GYPSUM WALL BOARD OVER �J R-11/19 FIBERGLASS BATT INSULATION N 2X 025PF WOOD STUDS w 16" O.G. A U 0 Q 4 5 _JCA� I' AIR-SPACE, BOTH SIDES (3/4' MIN.) CL ATTACH 2" METAL TRACK TO CONC. SLAB w b 3 6 W/ "PASLODE" OR EQUIV ANCHORS o :, at 24' O.G. MAXIMUM © 2X SILL PLATE W/ FOAM SILL SEAL �`J 2" "USG' H-STUD V ACOUSTICAL SEALANT, BOTH SIDE5 A2S 2x4 STUD WALL `> T.. 4 to �----VINYL SIDING OVER 11 APPROVED HOUSE WRAP J05#: 045331 Z e DATE: 11/10/04 — 4 I a EXTERIOR SHEATHING ° ° _ _ _ _ _ _ DfZAUJN: DP 4 0AIRSPACE U3'/4' MINIMUM) GF SEPARATION WALL ISSUED: OF SEPARATION WALL LU SECTION A-A }REVISED: LU CONCRETE GRADE PEAM E = SEE FOUNDATION PLAN 1/2" GWP ~ W I" "USG" GYPSUM LINER PANEL J (SEE SEPARATION WALL DETAIL Q THIS SHEET) " Cn r-, --�SEFARATICN WALL DETAIL II I m II r�=EXTE � ICF-.-, f N.T.S. Q Ono 0 • © COPYRIGHT 2003 ESPOSITO, CHEEK 4 ASSOC., INC. DESIGNER HEREBY EXPRE65LY RESERVES 1415 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAU11N65 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVERWITHOUT FIRST OBTAINING THE EXF`RE55 WRITTEN PE121115510N AND CONSENT OF E5P051T0, CHEEK AND ASSOC, INC.. NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERI11S510N ANDCO I JNINUL -6 Jt 1 w W TP15 DOCUMENT I5 AN (2) 14a'5 19 TITS TO TOP fi✓ w/ INSTRUMENT OF �St/69 SI1Ndl_ 1� Q 0 ENGINEER'S SERVICE (3) HT520'6 OR (3) WOOD'Tle RODS g 4' O/C, (z)MT512'S OR (2) (3) HT152m'S OR (3) ® 3 /� 13 � - p Q MSTA24'5 T11 TO 3ply AT OPENINGS USE (2) 1`iSTA24'S a tl3'S TO M5TA2!4'S TIi To 3 I W FOR OTHERS FOR CON- 2x4 "2 5FF POST w/ (2)) MT512'5 g EACH TRUSS TO 2ply 2x4 02 SPF POST 2x4 w2 SF5 POST w/ (ply Z STRUCTION OF PROJECT — WODD•Tle RODS. OR HDR w/ (1)WOOD-Tie ROD.__ WOOD-•Tle RODS. OR W N AS TITLED BELOW. T. l'� 3) H 20' TII O i i - — - - ... Q a Z W B R I(-- -�-- l HT,S S m II To + - l7 INFORMATION DERIVED -_...� _ W FROM THIS INSTRUMENT :;'rt, � `'- Q Z t j CAN NOT BE USED FOR ILLI 4 W OTHER WORKS UNLESS - 1L1 N W `n � AUTHORiZED F3Y THE w U- ENGINEER WITHOUT INFRINGEMENT OF LEGAL �q]I •� Jjj RIGHTS. J01 r- J02 p W 0 ...... - :L -- I i Z -i W u► Q RE DESCRIPTION 7Z LLZ p � Wm 2 T� I T09lid .. W0Q 3 Toa ►- O O Q 4 - -- TM 4'-011 2'-fa" 3'-0" 5'-0" 5'-0° 3'-0" 2'-6" 4'�-m" _.. ----- __ ---. ----7 TOl I p 0 — �__"- - -_ I _� --_ IC= I I C - 1 __ L_ _J -- T06 L-'. __ W Z 0 - " GONG ;_ �GON SLAB Cq m SLAB 4 GON O Y� T05--_ - U Q N - _ Y- G - a _ m j� �SLAB I � r I SLAB ��- 0'1 � U _ T05 N Q 0 X - - - - - - -- - - - ...._ - ---- _ - - - - - T05 T05 - builders Ln —_. - - z � 9 - _- FIrstSource i L - - - _ - - - J = - L T05 X - J I N I I N 1 I j -A 0- U p of Jacksonville 1 STZ T - -- , - — m m m a T05 ;�„ . � 3 N 1 r - - - - - - J L - - - _ - � I - - I I I - ST2 I ,., - ..i ... _ L — — — — — -- — — _ — J I ST2 - _r3 TS20'S _. . .. C3rr�TBZO'ST R�r � y 12 , r t 12 I M5TA24'S TII TO 3ply 2x4 -- M5TA2�4.'5 m TII TO 3 I 2xd 'U Ll ST2 m I I m 5T2 I n sr� POST-W/ (2) -- I - -- - __ �- ---------- SPF >�a5�w/r2) r� ----- "' i UJOOD•Tte RODS. OR (3) 1 12 Q I 1 12 I p HT520'S B TII TO HDR 1 I U100DtTle RODS. OR (3) _ ( I _ _ — _ — _ — — _ _ _ _ _ _ HT520 S 19 TII TO HDRo N 6550 Roosevelt Blvd. 5T2 ST2 I (2) HS'S a TITS TO TOP R w/ C2)MT512'S OR C2) c� - /� Jacksonville, FL 32244 �---- — — -- — — — — — — — — — � �-.. -.. — ._ — _ WOOD'Tfe RODS m 4' O/C. MSTA2415 m TI3'S TO 9 W — — — — — — - — — - AT OPI=NINGS USE !2) 2ply 2x4 "2 SPF POST i{1 X U 'n Tel 904.772-6100 co L- - - -- - --- - - - - — - - — - - r - - - - - - - — _ — — - - - ` - - � 9 MTSI2'SsEACH TRU55TO w/ (i) WOOD+Tie ROD. N Fax 904.317-2835 CILr - 1 I I ry z 4r GON I GO p „ D LLAB 1 101.3" 3'-11"& If I0'_I0" 1 I I0'-i0" 3'-Il" lm' 3" I SLA15 v 12 2104 d) 1H 2x4 02 4" GONG. SLAB REINFORG3=D W/ ST2 I I ST2 I 5TUD5 19 2" o/c. i'~�,� ��•� 2x4 +"2 5FF / STUDS m 12 O/c_ Z 1 EITHER 6x6 10/ICD WWM OR I I 1 1 w FeEFRNIESH ON 6 MIL VAPOR I i i � ►u BARRIER OVER TERMITE TREATED, I 1 m SW SW � � SIW � �+ `� I A I GLEAN, COMPACTED PILL. X �[ � I S/I0 ST2 i i S/10 I 5T2 I ST2 30"x3fD"xi6" W/ I I 36"x36"x20" IW/ 30��y, "x16" W/ 5T2 572 0 I I 1 ` ,CJI/ I 1 CVq 0V (1 3-"5'5 BOTH I 5-"5 S BOTH 3-"5'5 OTH I _ _ I LU w �, ( WAYS 1 WAYS WAYS i L - - - - - - -- -- r- ST2 I I 572 F_ _ _ _... - - - - - I _ w I I a - I_ 6l 4" LONG I —I 4 I 4" GONC 0 VI U CP v 20"x20"x16" W/ ST2 sLAi3 I L — — — — b J L T — _ J I SLAB 5T2 20"x20"A6" W/ I X VI u 2-'5'6 BOTH - J L - _ - - - - - -� 2-"5'5 BOTH V n U - �! I — 0 WAYS 1f` r II II 10 �` 14'_2�� '�I I I � I i I 40 .� 0 0 VI U 5 I�pl 2�c4 "2 2 I 2x I"2 5 I V c. �9 X 0 25'-0" yy yy - ti 05T p BM v7 �15M2 ( �q V i9 /� 50'-0" ! cel II II II g I m flj L g �, I I -A VI 2 (' (2) 520' OR , ) ) HT 0'S R l Q W VI N P a -1 o �� " w I MST 4'S` BI^1 O PT 'S 1 T M X (1 LL 4piy x4 02 FF 5T ly 2 * P T W V n, Q X L-1 �w/ (2 WOO Tie O 5 (2) 00 le R D5 Q 111 V °' I [A'� W c�2) 'S DR 2 N t17 �--A-� % �ly zx os JA O� - �� 2( 9 2x 1n 5 JHIPRA iC u C1 u9�— P I I T I I I 05T. Z Z Ll W 1 _ _Il --- - GONV�NITIONAL F[�'.41'11NCs NOTA LU - I:_ u ( nxl2- /3 i it �tr,i l�_-A L-J I. � - i (z 12-a/ , LL W 0 � IL O � p II II II � Z ALL RIDGES 2x8 rL 5YP Fulz I I Fx4 SPF I I - t I I I I 1 2x4 5 0 Q ul p -1l-lt �� U I 6TUD m 12' o/c. L __ 1 J _, _L J 5TU S m i " o% to O r n ALL RAFTERS 2xro 02 5YP � 24" O/C .•,; ,, � CONVENTIONALLY "' _ L I ,..L.�i� E� �I Uri E� G) �,� � L_.n IJ M � O _.l® (5) .131x3" TOENAILS RAFTERS Td TRAP ALL SECOND _ W7SW S _ z !2 xi0 -- --- -- - -Wff C2rlx; RIDGE/HIP RIDGE/VALLEY. FLOOR ROOF `r7 z DRAWN WDB 3 rll H5 OR H8 m EACH RAFTER To BEARINCx WALLS TO CHECKED LAP PLATE' BEAMS / HEADERS O Q (8) .131x3" TOENAILS m HIP BELOW PER DETAIL 2 STRUCTURAL FLAN o 7) SCALE 3n� RIDGE/VALLEY TO ADJACENT MEMB);R B/CJTI, 51 3/I�ll - -�ll DATE 2-2-m5 (I)MT512 STRAP � NIP RIDGENALLEY JOB NO. J962�18 FOUNDATION FLAN STRUCTURAL ENGINEERING FOR USE WITH I TO PLATE. TRUSSES BY BUILDERS FIRST SOURCE. SQFT. 2066 END ZONE PRESSURES A 00 ;.i ,'%i% � END-ZONE COMPONENTS $ ��`�r��i�1��► COMPMENTS 4 CLADDING P1�SSURES - IN PSF COMPONENTS 4 CLADDING PRESSURES(IN PSF)FOR GARAGE DOORS WITH CNE �� n 11 END UP To 5' INTO AN END TONE-(ALL PRESSURES NEGATIVE,EXCEPT AS NOTED) CLADDINGS PRE55URE5 APPLY � +��. ��.y AREA END INTEROR-ZONES 3 -O = TO WINDOWS DOORS IN WIWI Nr LENGTH(IN FST)OF D10OR INTO END TONE P051TIVE �• DOOR SIZE 1 2 3 4 5 PRESSURIM HIGHLIGHTED AREAS - TYP. � (SIF) POS.l+J NEG.(-) POS.CfJ Nl;Cs.C-) :;: , -1 �•, 0-20 or 41.6 55.9 4'1.6 50.1 a'-m" x�1'-0" 4 _47b -48.1 -4$1.9 -455 -502 +43.1 m THE X DIMENSION ILLUSTRATES e'�'y er ISR SGL oavRs THE MEASUREMENT OFF THE e17 c? . 20-50 sr 46.1 56.8 46.1 49.1 '- W � � � 50-100 of 43.E 522 43.7 468 16'-0"x 9'-0" 4 -455 -45.7 -45.9 -46.2 -46.4 +42.1 CORNER OF CORNER OF THE HOUSE WHERE D GOON. A D TO 30"x30" SHOWN AT THE FOUNDATION iwpGE MAY BE OMITTED IF A STEM-WALL FOUNDATION 15 USED IN LIEU OF A MONOLITHIC FOtUNDATION PAD FOOTINGS LARGER THAN 3fD"x30" ARJ= REQUIRED WITH EITN);R A 5T>=M-WALL OR MONOLITHC 100 of q21 4g1 ay 1 q52 DSL D�►a5 s7JI�d�S Sty FOUNDATION. ADDITIONALLY, WHEN A PAD FOOTING 15 REC�l11RE❑ WITH A STEM WALL FOUNDATION Cf@ 30"x30"), IT NEED ONLY BE PLACED EITHER 13[wLIOW-GRADE FOOTING OR IN THE SLAB, BUT NOT IN BOTH LOCATIONS UNLESS 5PEGIFIGALLY NOTED A5 SUCH. DOORS WITH earth rwNNDs IN AN E>wD xoNr=MUST Use FULL END HOUSE END-ZONE (NOT INT-ZONE) ?Iild; S�rI so e i .. G Exp.C,12Omph B5Kd,55GCp,z To 30' ZONE PRESSURES FFZC1 C4 TABLE (TYP) PRESSURES SHOULD BE USED. � 4 t' WOOD-Tie �tjA inbeP%O 49a F 4n i LEGEND 1'flr PLAN NOTES CONNECTIONS 'f k� NOTE THAT CIERTAIN WOOD"Tle RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING: NON-LOAD BEARIINe WALLS 1) SEE SHEETS STi AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR METHOD OF ATT,AG1-MENT THAT ARE NOT A SHEAR-WALL DO NOT REQUIRE WOODsTie ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EXISTING (2) 2xr-I / 2 <-•--- HEADER/BEAM CALL-OUT DETAILS. MSTA SERIES STRAPS CANNOT BE TWISTED. LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOODiT1e RODS INSTALLED AS FOLLOWS. 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MSTA18 (14) 10d Commone/Totall. THEY MAY BE APPLIED FLAT AND/OR BENT SHEET NUMBER OF KING: STUDS EACH SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT IS MSTA2 (16) 106 Commons/Total, TO CONFORM/ACCOMMODATE REQUIRED ROOF T�?US5 UPLIFT (LBS) WQQD*Tjs Rpp(S) OIC, WOD +Tie OD TOLERANCES NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC MST45 (48) IOcIA-1/2"/Total. APPLICATIONS, BUT THEY MUST NOT BE �0-1000 EXTERIOR ..TOLERANCES SIZE OF HEADER MATERIAL DESIGN CENTER (BFSDG) 15 NOT RESPONSIBLE FOR THE ACCURACY OF CSi& (28) Sd or (22) 10d Commons/Total. TWISTED_ USE MT5- or HTS-SERIES "TWISTED ROD(5) a 4' O/C (INTERIOR) OR 6' O/C (EXTERIOR). NUMBER OF PLIES IN HEADER TP15 INFORMATION PROVIDED BY ANY OTHER SOURCE. SPI-14/6/8 02) IOdxl-1/2". STRAPS" AT APPLICATIONS WHERE TWISTED X1001-2016 ADD (1) ROD ADJACENT TO TRUSS_ XSHOULD NOT *201-1 4 GREATER 3'-0" 3'_0" OVERRIDE ALL EXTERIOR HEADERS (2)2x6-I/z UNLESS NOTED OTHERWISE 3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT MT512 (14) l0d Commons or 1©dxl-1/2"/Total. STRAPS ARE REQUIRED_ CONSULT DESIGN CENTER WcoOD+TIE HAVE BEEN GONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A WT520 (20) 10d Commons or ('24) 10dx1-1/2"/Total. or 1 INTERIOR ALL INTERIOR HEADERS (2)2x6-In UNLESS NOTED OTHERWISE GUIDELINES DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) 16d Sinkers/Each to Truss and Stud Column. f"PROX 1�ATE WOOD,'Tie ROD LOCATION. X OUTLINED PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED BLOCKS_ MGT (22) 10d Commons to Wood Member - 5/8" diameter or Larger Threaded Rod per Accompanying F 2'-0" _ 2'_0„ BELOW IN LIEU OF SPECIFIED HEADER Note on Page $1. ��- ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS HGT-2/3 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page $I. RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT RDD LOCATION. UNLESS NOTED A. CxRAYlT1' L0.4D5: HCxT-4 5/8" diameter or Larger Threaded Rod per Accom an in Note an Page 51. OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, 6'-0" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD BE LOCATED AT SWM SHEARWALL SEGMENT - REFER TO DETAIL F/5T1 AND/OR D/STI ROOF LOAD TOP GHORD._LL=20PSF DL=-IPSP B. LATERAL• ORDS: HTTI& (IS) i6d Sinkers to Woad Member - 5/8" dimaeter or Larger Threaded Rod per Accom an in CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER WIND LOAD - 120 MPH 9 p p y g DETAIL E/STi). RODS SHOWN IN CORNERS MAY BE LOCATED TO EiTHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNIER P05T OR APPROXIMATE WOOD•Tie LOCATION BOT GHORD.J_L=10PSF DL=5PSF SEISMIC ZONE - 1 Nate on Page $1. OTHER SOLiD FRAMING. SEE W0CD#Tta 5EGTION FLOOR LOAD DL=15 PSF HTT22 (32) I&d Sinkers to Wood Member - 5/8" dimaeter or Larger Threaded Rod per Accompanying LL=40 PSF Note on Page $I. k1Bui1derswcod-'3ur_n,m' ,tw(�r �� °�� s Buil r �� - IL'Iftilders ��- �� Firstsource i.�'ei klBuildersS• de SBuilders , wood v- Lam , 3L�ww, FFirstSource v � , � - k1lBuilders� � klBuilders�FirstSourcer{r'lNYli FirstSourceWDD (� r� FirstSource1/l1 k FirstSourceI td`v'V - _ MSTA24 W/(9)IOd/ENOA ON STUD (2)2x4 r1 SYP tNl'a DOCUMENT IS AN APPROVED TR18$-TO-fe CONdECTOR6 ASSEMBLY(TYR 4 w HEADER 4 a SILL) BLOCKING(TYR) OVERHANG$IN EXCESS OF 16'AND UP TO 24" UPLIFT(LBS) CONNECTION UPLIFTS 7 STUD WALL SPECIFICATIONS HEADER[SIZE USE 2x4 SYP OUT LOOKER AT 16"0/4 CLIP TO INSTRUMENT 1 1/16"APA OR TECO RATED 1000 !* PER GALLOUT ON DBL.TOP K.WITH(2)145 W/Mad.OvERWAN625 0-465 (1)H5 W/ 4)ad/END IE HT,(FT) STUD SCHEDULE -OfN41k/8 PLATE 16"OR LESS USE 2x4 SYR OUTLOOKER AT 24" ' SHEATHING ON ROOF DECK 0-145 (1)148 W/(5)10d x 1-I/2"/FND STRUCTURAL 0-9'-1 1/8" 2x STUD * 6"O/C HEADER PER BTRLJGTURAL.PLAN (2)$P14d/b/8 STRUCTURAL i-•_QWEalORS NOT REa'D BLOCK 61HEATWMG EDGES a/c WITH fUFl5 W/(8)8d EN(SINEER S SERVICE WITH 8d NAILS AT 4"O.C.AT PLAN PLAN)OR TRUSS It=APAAECO RATED FOR OTHERS FOR CON- ALL SUPPORTED PANEL `9,5-930 (2)H5 W/(4)8d)E.Nn/EA. 0-10'-1 1/8" 2x4 02 SFF STUDS w 12"O/C U WITHIN d' OF GABLE TIrdJS$ EDGES AND 8"DG.IN FIELD. 1d5-10QJ0 (2)148 W/(5)10d x 1-1/2"/END/EA 0-ii'-I 1/8" 2x4 01 SYP$TUDs+ 12"O/C �+ MAY BE Uf31=D,IJ"t�.!�gYP ONLY LAYOUT IF 9Y8 dZ. > AINING IS NAILED Tr SHEATHING TO FRAMING AT 3"o/c STRLIGTIDN OF PROJECT (6)1-1/4'GALV.ROOFING 0-1000 (1)H16/H16S W/ 10)10d x 1-1/2"TO Ta 2x6 •1 SFF STUDS w 16"O/C IE 150TH $1123 OF PRAMIW.7 Ig CORNER OF II I) lNTQ10F'fE ASSEMBLY t ON EDGES,6"o/c IN FIELD W/8d NAILS + EACH SHINGLE T 0-10(00 (1)MTSI2 W/(T)10 x 1-1/2"/040 x6 D w 6 O/C GARAGE " AS TITL�p )r3ELOW. $HEATING $ $ ?WED. a TOP// Itr TO HDR. 11 II 3 0/p,,pls�NAIL• INFORMATION DERIVELD FROM THIS INSTRUMENT C THE EVENT THE CONCRETE (2)MSTA24 W/ CAN NOT BE USED FOR PURI IN BOTTOM GWORD OF ALL STUB CONTRACTOR OMITS THE II II GAI�,A,crE ` A.P.A.RATED SHEATHING TO OtNER WORKS UNLESS TRUSSES WITH 1x4 SYP NAIL THROUGH APA RATED SWEATWING HPAH1722 EMt3EDnED [(9�ad/END�TRAP`DEA tRlJ83-t0-IE CONNECTOR SEE PERPINDICULAR TO TRUSSES* INTO NO-2 SYP FRAMING W/8d AT 3" STRAPS,It I$ EDACCEPTABLE OF tR1ISS SCHEDULE FOR0-51 PRE-ENGINEERED ROOF 24"O/C w/(3)10d NAILS AT OAC.AT ALL EDGES AND INTO EACH PLY TO SUBSTITUTE(1)MST40 II II AUTHORIZED BY THE GOhW("GTORTRUSS OR RAFTER EACH TRUSS -UNC. OF EACH DOUBLE INTERIOR PLATE,12' SERIES FLAT STRAP PER WALL SHEATWIW WALL Be 1/16" iSHEAT}IINrrt. •gp ONLY 2x +2 SYP 0BL.TOP PL (SLOPED) ENGINEER WITHOUT TUD$ h W O.G.ELSEWHEI� HPAHD22.FACE MOUNT THE ARA.RATED SHEATHING WITH 8d COVi R LOWER.IR..CF_TOP INFRINCsEMENT l�F LI=CtAL L EXTERIOR WALL SFIEATWING STRAP TO THE FOUNDATION NAILS AT 3"OG.AT ALL PANEL. AlfiEl�l Y-IF$Ck:)0IS/8w ODS 4' WITH EITHER(4)V2"0 EDGES AND 8"O.C.IN FIELD A)It ARE FA2E!ERLYLL BE 1/I6"A,PA RATED FOR a7W>=R UPLIFT HARDU)ARIr RIC�I--ITS. (2)2x4•2 SYP TOP IE. FAS ATHING WITH t3c1 NAILS AT 6" U1000•Tle RODS*d'O/C AND COtA1EC71ONS,t3E1;TYPICAL fTYP-UNOJ B14EATWING PANEL) II II "1/16"A.D.A.RATED SWEATWING WITH w/3x3xl/8"WASHERS. EPDXIED ALL THREADS W/ NAILED TOGETHER tad NAILS+6"o%ALONG ALL PANEL (2)Rt?lU�' 10d a 12"OG.(UN OJ MIN OG.AT ALL PANEL EDGES AND WALL SECTION AND TYPICAL 4 1/4"MIN.EMBEDMENT OR SHOULD BE ORIENTED 24"LAP W/(12ACd IN LAP.SFW4/6/8 8"Ore iN FIELD(TYP-UN0.2 HEADER FRAMING DETAIL. (I6)3/16"ax 1 3/4"TAPCON PERPINDICULAR TO FRAMING II II EDGES AND 8"O/c IN FIELD. BLOCK �� 1DESCRIPTION A ATTACH 7D t?lOTH IE' 1/1"GYP ALL EDGES(CONTINUE STUDS t SWEATWIWx +32"O/C�U1OOD•71e RODS +6' SHEATHING PANELS SHOULD BE I/I"0 x 4-1/2" EMBEDMENT WEDGE (2)1x4 02 SYP ANCHORS.FASTEN STRAP TO MEMBERS,UN.O. O/c UJ/3x3xl/8" WASHERS. ORIENTED PERPINDICULAR TO ANCHORS Q$EPDXIED ALL SILL (TYR) AT DOUBLE INTERIOR STUDS W/(20)I6d. TTRU$$ES/RAFTERS FOUND TO UNDERSIDE OF OUTLOOKERS) FRAMING MEMBERS IF EXTERIOR THREADS a 32"0%W/2x2x1/8" SILLS/PLATES/BLOCKIWa,NAIL JACKS PER PLAN II II SHEATHNG TO BE ORIENTED PERI' 1 i AEIER-TO-1E CONNECTORS FINISH 15 STUCCO,UNC. WASHERS * do/c 12 24A/S" w FIRST PLATE TO SECOND PLATE W/ t0 FRAMING MEMBERS,UN.O. - (2)RolLlai IZd COl"IMONS AT 8"OC. MIN 3 KING STUDS EACH CEILNJG HEIGHT YAIelEB 2 L TW CONNECTOR SIDE OF OPENING WHEN•'2V SYP PT BOTTOM w/ 4"o/a WOOD•71a ROD$ + HPA14D22 Ul/123J1bd 70 USING 2x6 FRAMING S KING PURL.IN BOTTOM G140RD OF 51144/6/8 a 32"O/C Q$ INTERIOR SHEARLl/ALLS ADD SIDE PANEL HEKaW7 TO 0-1' (1)145,14a,1416,Q3 MTSI2 IIIOOD•Tia RODS a 6'O/C. EITHER 24"o%SHOT PINS QR 16d WIDTH F21=12UIREh1ENT8 STUD ASSMEBLY(2) STUDS EACH SIDE WWEN 11 ALL TRUSSSES WITH Ix4 SYP 3 . " " " CASE HARD NAILS + 18"o/d. PER SIDE OF OPENING USING 2x4 FP411NG URO_ PERPIN014CULAR TO (2)145'S QR 148'8 QR I/2.Ox1 EMBED A.B.w/2"x2 A/8 WASH ANC BOLTS) h(ft) MIR w II II WOOD•Tle ROD TRUSSES t*24"o/C w/(3) AT 32"o%QR I/2"0 WOOD•Ttw RODS a OR PINS � » /1"ANC 4OR BOLT AS (2"MAX,FROM 4� ll)14th QS,MTSI2 1 2'-I 10d"LO AT EACH TRUSS - 6'O/C W/EITHER SHOT PINS w 240 O/C '"2 SYP FT BOTTOM R PER TAIL ESTI PER TYR WALL SECTION. JACK/STUDS) II II MOTA24 W/(5)10d 7 14' SEE PLAN OR 16d CASE HARDS* IS"O/G. 6' 1'-8 1/2" URO II II NAILS/END +EA SIDE OF JACKS 1'AND SHORTER MAY <`+ " w THIS LOCATION IF ENED 4"SLAB GE x8"tWIG1C- u II II II USE(4)10d iN LIEU OF _ f ° - ;-t 5' 1.-58 22 it �`Q'p CONT.UNDER DOOR II IIWEADER 11 11 EA TRUSS-TO-IE CONNECTION =# i�•°+. ---' I �■ d' I'-2 I/2" (SEE DETAILW6(/8T2) FINISH II II 14EADER t JACKS TO MALL LENGTH a8' D � ° A..a •a• '• GRACE •TYPICAL WALL II II UN.4 x WI.4 1t111F -ALL CONCRETE MINIMt9 i GRADE -- PEAK- TO II': 2x4 STUDS FINK I FINISH 1 ''• � OR FIBERMESH : COrSTUDo NS, IE- Y TO 14'• 2 6$ 42 GRADE �# •:��;� 2500 PSI COMPRESSIVE WATERPROOF BARRIER STRENGTH w ZS DAY$.• --_______ -------- - - - TO-STUD, - STUD-TO-SHOE, T 16': x 1 P'1 t FOOTING TO BEAR ON UNDISTURBED SOIL HTT22 W/5/$"0 ALL - SWOE-TO-FOUNDATION IE IS'= 2x8$YP*2 FW7UJG(SEE TYPICAL WALL SECTION) NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLT,IF USED,WITHIN 8"OF THREAD(5 1/2" BEARING WALL ENDS AND WITHIN 8"OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR EMBEDMENT)(TYR) � - A REINFORCING AND DIMENSIONING OF FOOTINGS. D N T ITIONA METAL N T S 4 QQQ*Tig ANCHORING gQQS P STi TYPICAL WALL SECTION STI 511 - SPECIAL SHEARWALL DETAIL 8T1 - 1'r C GARAGE DOOR OPENING DETAIL STI GABLE END BALLOON FRAMING DETAIL 11-011 1/211 -- 1'-O" Builders •81111 / (2 )HEAR WALLS REQUIRE MftTE 48"OVERLAPS 4 wl SYP T W/MIN.l24)131x3"NAILS +TOP PLATE SPLICES OR(Z) � Q�1,..1�.4_�S APPROVED TRUSS-TO-IE CONNECTORS M5TA24'O W/(9)10d/END,CENTERED ON EACH SPLICE. UPLIFT(LBS) CONNECTION UPLIFTS � STUD WALL SPECIFICATIONS r� •OVER1-L4NG3 5 16" s 24"o/c W/(1)145 a EACH of Jacksonville HEADER PER 8T1�JCTURAI" 7� L OUTLOOKER TO TOP CHORD OF GABLE TRU 1000 SEE 19 HT.(FT) STUD SCHEDULE •OVERHANGS I&" Z 24" w l6"OIC W/(2)145 w EAG 0-465 U 145 (4)8d/END PLAN OR TRUSS LAYOUT STRUCTURAL 0-9'-1 1/8" 2x4*2 SPF STUD * 6 O/G STI ST1 BLOCK SWEAT14M M7�8 OUTLOOKER 70 TOP CHORD OF GABLE TRUSS NAIL THROUG14 APA DR TECO RATED SHEATHING WITHIN 4'OF GABLE TRRUSS 0-145 (1)W8 W/l5)18C x DAE N PLAN 0-10'-I U8" 2x4 112 8 STUDS + n"O/C GJ'�# INTO NO.2 SPF FRAMING PER SWEAR FASTER SHEATHING t0 FRAh11hk, 46-1000 l2)145 W/(4)8d/END/EA 2x4'2 SYP STUDS w IZ"O/C WALL TABLE. (12iSTA24 W/(9110d/END A7 3"/6"OCG,SHEATHING 8d NAILS. 145-1000 (2)W8 W/(5)10d x 1-In"/END/EA. 0-II'-I 1/S" " APA.OR TECO RATED SHEATHING FASTENED t0 0-1000 (U WI6/HVoS W/(10)10d x 1-1/2"TO TOP 2x6 ►2 OFF WIT15STUDw 16 O/G FRAMING PER SHEAR WALL TABLE FROM BEAM TO POST BUILT-UF'OR BOXED COLUMN MAY 0-100rD (U MTSI2 W/(1J lod x I-I/L"/END 0- - /8 2x6 OFF DS a IS"O/C ( SHEAR WALL BLOCK PANEL E S) CENTER STRAP is JOINT �� U$�d-L LEU.-OF„4K4_Q)�6xCa• 1/160 APA 8d COT 1'1ON HOLD D a ENDS IN ADDITION !4)13613" END OR CO TED f2 111)0.ON SrPd1C7uRAt SHEATHING ON ROOF PECK FU1�J-1N BOtt01`1 WITH 8d NAILS AT 4"O.C.AT CHORD OF ALL N NAILING DI TVP.WALL- IE ROD (A/STI 4 FM.AN USE 4pty C SYP QB Silly 01 SPF 2x4 QS, AOR TECO RATED uw SPACING B/$TU WOOD•tIE ROD MAY B1; BUILT-UP GOLIN'•IN ILA dxb NAILS w H SHEATHING TO MATCH I If ZZ ALL SUPPORTED PANEL TRJSSES WITH 614 USED IN LIEU OF ANY SPECIFIED OUTLOOKTO TOP le. ROOF SHEATHING 6550 Roosevelt Blvd. EDGES AND 8"O.C. IN FIELD. PRE-EN54INEEi ED SYP DOUBLE STUDS *EACH END I_IOLD_DOM PT*2 SYP 4x4 POST USE 5plcU 02 SYP Q$5ply-2$PF 2x6 GABLE TOP CHORD Jacksonville, FL 32244 (6)1-1/4"GALV.ROOFING TRUSS DR RAF ER PERPINDICULAR OF SWEAR WALL -COLUI-INS GREATER BUILT-UP COLUMN ILA 6x6 NAILS a EACH SHINGLE TO TO TR.lSSES*24" EDGE FIELD 1-61ORY 2-STORY THAN 10'QR THOSE 2x L-BRACE ON GABLE VERTICALS AS Tel 904.772-6100 gHEATI O/C w/(3)10d I I WALLS Z 15'LONG= NONE I)C816 SUPPORTiNG � r SPECIFIED BY TRUSS MANUR.(MIR 2x4 02 Fax 904.317-2835 NAILS AT EACH SW 6 8 REQ'Dt WALLS C I5'LONG: STRAP ENGINEERED WOOD > Q 6"W/6"o%.131x3"NAILS*MAX24-O/6). Tp1gg _ U.N.O. 14EADER KN,LCs STUD$MAY SERVE !2)SM44/6/8 W/1/!"0 x `PRODUCT: USE PT 12 p AS DBL STUDS AT THE ENDS OF 4-V2"EMBED EPDXIED 14 SYP 6x6 POST. (UNA. GABLE TRUSS (2)•2 SYP TOP M. FASTEN W/(2) S14EARWALLS ALL THREAD t 3x3x1/8• ON STRUCTURAL PLAN) ROWS 10d 12"0/0(UAOJ MIN.24"LA SPW4/6/8+32"0%OR WASHER WITHIN 3"OF I - - - - - T - -- - • TRUSS-704!CONNECTOR SEE W1(12)f0d IN LAP. WOOD410 ROD$W/ STUDS/81144/6/8. t I (2)IJ- 0 &:FP087(EA.n 9PF R `n ?x -B 11413p,90T MI P T CLIP END OF LATERAL"BRACE TO GABLE TRUSS SCHEDULE FOR 3"x3"xi/8"WASHER a 4"0% 2x4'&*CORNERS DIRECTLY R POINT OF GAB X. BOTTOM CHORD WITH(2)145 CLIP$. CONJEGTOR (UI ITED E 5/8"0 x 5-U2' I B ES INWA IR 8' 4 A H EA 8U11 3 8 31C916 DOST TO SLAB CONNECTION BENEATH BEAM WHEN 1 6x6 IS 'n GABLE `W/ TT I M CHORD w 48 a/c le .131x3"TOE SPFI4/6/8+32"o/a $Pt=STUDS STUDS PER PLAN EMBED EPDXIED ALL gJ�PB CsABLE BOTTOM CHORD tO TOP tE W/MOTAIB WITH ABU44 OR ABU66 W/ REQ'D. RA p-7Q� CONIEGTORS OR WOOD•Tle THREAD. 12)16d t I/2'Ox4 1/4"EMBED WTTt& 4 5/)"0x5-1/2" )AGENT TRt115 KING 131x31 » » LENGTH CONNECTOR RODS,W/3"x3"xl/8" e2.13PH4/6/8 W/1/2"0 x 4-1/4' 2)C$IS f;(,P) OXIl=D ALL TWREAAD Qsl EMBED EPDXIED � [ 4/12 PIT . 8'0/c NAILS t0 TOP 1e +3 o%-)7ACiGERED A& Ir'Ea'D. WASHER*6 o/C 811X7 3 8 EMBED EPDXIED ALL STIQAPS 14rT16 4 5/8"0 x 5-1/2" 11 ALL TWREAD a 02 SYP LEDGER FASTENED x 4/12 [1/12 IGH • 6'o/c -1/16"AR.A.OR TECO RATED SHEATHING W/8d NAILS 0-1' (I)N5454I6,Q$MT5I2 THREAD W/3x3xl/8" MBED EPDXIED ALL 1 -_-_ EACH QS, TO 16"0/0 STUDS w/.131x3" r" 7"1/12 PIT = 4'o/c ++6"O:C.AL014G ALL.PANEL. EDGES AND 9"O.G.IN (2)H5'S Q$F18S QR iSTRAPPING, IE WASHER • IREAD. F-- _ ALTERNATIVE A9 GUN NAILS a EA STUD FIELD. BLOCK ALL EDGES(CONTINUE SHEAttIINCa N0T1;8= SHOU.N ON (TRUSS-TO-LEDGER TO MIDPOINT OF GABLE BOTTOM CHORD) !I)WI(, QS,MTS12 CONNECTORS,CLIPS, r . . I STRUCTURAL PLAR CONNECTOR SPECIFIED I) 5/16 HARDI-PANEL IS PERMITTED AS SUBSTITUTION :•e a y 14' SEE FLAN A,B'S AND/OR Uk70D•Tfe FOR RATED SWEAT14 NG ON EXTERIOR BY TRUSS ENGINEER) IF FIRST OUTLOOKER IS MORE RQD3 ARE NOT REQ'O WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN •'. p r I BEAM ABOVE Z2x4 t'2 SYP LATERAL-ERACE (3).131x3" JACKS 1'AND SHORTER MAY A.PA.OR TECO RATED a INTERIOR BEARiWs USE (4)10d IN LIEU OF I 1/16"APA OR NAILS THRDIYsH BRAC TWAN 32",FROM FASCIA,USE TRUSS-TO-IS CONNECTION SHEATHING OVER SPF STUDS WALLS SUPPORTING 2) OPENINGS IN SWEAR WALL SEGMENTS PERMITTED ONLY B INTO EACH (2)2x4'8 FIRST OUTL R ONLY �- HOLD DOWNS IF SHOWN ON TWE FRAMING PLAN. REFER TO DETAIL TECO RATED t tRUSS BOTTOM CHOpRp- I�7CTi;ND ON��FLOOR LOADS. PER TABLE D/STL I SHEATHING W/ "0-116 x6 w/00 NAILS w EACH STUD. BRACE TO FOURTW 4iNMRIOR TRUSS. STUD WALLS WITH BRICK VENEER-) FOOTING[SBE TYPICAL WALL SI=GI•ION) FOOTING(Sl=l=FOUNDATION I » » 6/12 o/a 8dMAX LATERAL B OPTION= SECURE BRICK VENEER PLAN FOR SIZE) "`4-Ia&2_2 I wta)NAILS a EACH STUD, , t ALL EXTERIOR WALL SHEATHING 3)HTT22 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH NAILING- 4 SIDES [ d/12 PITCH +�80% M$TAIB STRAP a •" TO WOOD FRAME w/GALV,TIE=S a A2 SYP BOTTOM Ie W/(Z)ROWS OF 10d » RV»t242-It362 2xi2 w/(Ml)NAIL$w I=AGN STUD. " SHALL BE T/16 APA.RATED HPAW022 !U/(Z3JI6d 1 ' I d/12 C 1/12 PITG:W•6'o/c 48 0%98.131x3' t6"47/r,HORIZONTAL 4 32"o/c NAILS a 12"o/c,STA46aRED. . TVP. PORCH POST 4 ALT. BOXED 1/12 PITCH = 44'0/c TOE NAIL) VERTICAL SHEATHING UAT14 Sd NAILS AT 6 I R O.C.ATNFIELDPANEL E-UAOJ.GES n E SHEAR WALL ASSEMBLY DETAIL BEAM FRAMING DETAIL I COLUMN DETAIL TRUSS LEDGER DETAIL ST1 GABLE END BRACING DETAIL 8"O.C.IN FIELD(T"T'P-UNAJ 3/4"T4G PLYWOOD - SHEATHING PANELS SHOULD BE STI I/211 1'-0" 1/2"-I'-�" n . n T V W NAIL SHEATHING 70 BOTTOM IE 6"/6"o/c 10d NAILS t GLUE ORIENTED PERPINDICULAR TO - I 1/2 1 -� Ilt a It-OrI 1/2" = 111-011 AND BAND BOARD PER REGLAD W/LIQUID NAIL OR EQUAL. FRAMING MEMBERS iF EXTERIOR SWEAR WALL EDGE NAILING. FINISH IS STUCCO,UN.O. (2).131x3" NAIL5/T0E-NAILS FROM NAILER TO HDR OR JACK STUD. TFW55 TOP CHORD STRAP ACROSS JOINTS IN USE 48"STRAPS I.L.O. BAND BOARD W/(IA ISTA24 W/(9)I0d NAILS/END SPECIFIED 40"STRAPS UJOOD•TIE 14DD FROM ABOVE, IF LOOR DEPTH le 16" HORIZONTAL 2x4 SPF 02 SECURED TO BEAM VIA WTTI&W/ NAIL SHEATHING TO TOP I£ (NOT REG2'D U)HEN USING HEADER PER BLOCKING STUN TRUSS (I&A6d NAILS,MIN. n/ PER REQ'D SWEAR WALL WOOD•TIE RODS) STRUCTURAL 11 (4AOd a KING WOOD•71M ROD THROUGH BEAM SECURED VIA WOOD•71E ROD 4 / EDGE"I_W a PIAN STUD-TO-HEADER• CONT 2x4(MAYBE OMITTED iF(U MSTAIS IS USED GENTERLLINEOF BEAM W/ (1)WTT16 W/(18)16d (MAY BE ROTATED EACH END AND FRIM BLOCK-TO BLOCK ACROSS EA TRUSS) 3x3XI/814"WASHER t NUT. 180' TO CONCEAL FLANGE) Q ATTACH 2ND FLOOR STUDS TO FLOOR TtZIJ$S OR I-JOISTS EACH PLY. IST FLOOR STUDS OR FLOOR UPPER FLOOR STUDS TO LOWER 10d a 6"0/0 FROM .L BEAM W/40"LENGTH(48" IF FLOOR STUDS OR LOWER FLOOR TRUE$-TO-le AND APA.OR TECO RATED CONT.2x4 TO 2x4 FLOOR DEPTH fl! 16")OF CSI (2)'2 SYP TOP IE. BEAM WITH 40"LENGTH OF C316 IE-TO-STUD CONNECTOR SHEATHING W/(U ROW OF BLOCKING Ut � STRAPS a 32"O/C W/(i1)10 FASTEN W/(ZJ ROWS 10d STRAPPING WKIirOd/END. SCHEDULE FOR SPACING ATTACH FIN OF WINDOWII 8d NAILS 3"O.G.AT TOP HORIZONTAL 2x4 SPF r1 d/EN7(CENTERED ON FLOOR SPF STUDS 12"o%W1 MIN.(12)i0d IN CENTERED ON FLOOR SYSTEM CONNECTOR(SHEET Stl) TO WDR /NAILER (INTO IE'S)AND BOTTOM SECTION BLOCKING BTWN TRIOS SYSTEM)OR USE WOOD*T1s LAP(URO.)MIN.24" LAP QE WOOD-Tia RODS w 4'o/a (INTO HEADER).NO)PH'S � W (1 RODS w 6'O/C(W O/C w 2x4 02 SPF NAILER II REHIRED W/UPLIFTS UP ROOF SHEATHING jL INTERIOR WALLS). CONTINUE SPF STUD$ ALL JACKS TO HEADER, JACK AND KIt4CT STUDS, TO 10000/fRU". IF TFIW A QUANTITY/Si21=/GRADE/SPEGIE$ APA.OR TECO RATED M9TAi8 W/C6JI0d M QUANTITY PER GALLOUT UPLIFT$EXCEED 1000! WOOD BEAM SHEATHING OVER SPF STUDS EAC14 TRUSS I WT BE STI OF STUD COLUMN SPECIFICATION HEADER(6JI0d IN JACK ON STRUCTURAL PLAN CONTINUOUS 2xd SPF n W/S UJOOD*T I E BEAM CONNECTION A1LTE RNAT i VES ON STRUCTURAL SWEET(81 OR CDNNEC7ED TO THE "2 SYP F"T BOTTOM IE w/SPH4/6/8 w 1/1"0 x 4-1/2"EMBEDMENT WEDGE 11 HEADER SEE 81 131x3"NAILS TO EACH TRUSS S2)THROUGFOUNDATION FLOOR D(1)M 7O 32"o%OR WOOD•Tle RODS w 6'o%. ANCHORS QR EPDXIED ALL ENGINI=ERING SWEET. - --- ---- --"-- ---- --- - VERTICAL t w 6"0%J3hc3" 1/211 _ 11-On q FOUNDATION AND ADD(U 1:816 THREADS+32"o/c W/2x2x1/8" BOW WINDOW II TRUSS TDP GI IOf� NAIL$TO INTERMEDIATE PER PLY ACROSS FLOOR WASHERS OR WOOD•7tes ROD$a OI'710N f FASTEN ADJACENT BLOCKING.ADD(1)MStAIB SYSTEM(OR WOOD•Tie RODS " " 4"o/c-WOOD•Tte RODS* FASTEN ADJACENT KIWsS KINGS AND JACKS W/(2) STRAP W/(1)I0d/END*EA. (3)ROWS OF told NAILS a CONT.TO FOUNDATION). In 0x1"EMBED AB.w/Z"x2"xl/8 N " �4 WASHER AT 32"o/c OR 1/2"0 WOOD-TIO INTERIOR SHEARWALLS ADD AND JACKS W/(2)R ir? ROWS OF 10d *8 OA-. HEE=L/END VERTICAL SPLICE (CONT.2x4 MAYBE _ (I)RAW OF 10d NAILS*= 8"OC.,STAGGERED AS RODS w 6'o%W/SHOT PINS w 24"OIG EITHER 24"o/c SHOT PINS QS,rod OF 10d *Wof--. UIOOD•TIE RDD ADJACENT OF TRUSS OR 16d CASE 14ARpS a 18"o/c CASE HARD NAILS* IS"o%• TO KiNCT STUDS EAC14 SIDE i OMITTED IF(U To BL IS USED N 1/4"OFF OF 2x6. FROM BLOCK-70 BLOCK 1/ O G.STAGGERED,2x&. I ('+ SHOIIf 1 EA PLY. ACROSS EA.TRUSS) (U ROW OF 10d NAILS w 6"O.C. II OF OPENING 2 6'-0' " STI STAdGERED,UATI41H 3/4"OF �- - "-Lz3 ., MAILS ALL JACKS TO BOTTOM OpENINCs9 GREATER THAN 1/16 APA OR TECO RATED CENTERLINE OF 2x4 +# 6'USE In"0 014 3/8"0 SHEA�O ALL PANEL EDGES. 2 I/2 A `J /: • ••: •• : 81414/6/8 PER JACK ANCHORS AT 48"O:C.OR FINIS14� +t r .4. Gpgp 1 A 6 x 6 - UN.d x WIA UAIF I/400 TAPCOh18 AT 32"OC. F# . \:•_ OR FIBERMESW 11 �' - V J "A I I/2 " WATERPROOF 'ALL M CotTE MINIMUM TRUSS-TO-}E CONNECTOR DOUBLE TOP IE OF WALL BARRIER 2500 PSI 0 20 DAYS.- SEE TRUSS SCHEDULE FOR STRENGTH a 28 DAYS• TING(SEE TYPE (DTL A t B/STI) DRAWN YES FOOTING t0 BEAR ON UNDISTURBED SOIL TYP FOUNDATION TYPE t� 211 1 /a'1 NOTE= MASONRY STEMWITHIN 0LL MAY RI G WA IN LIEU of p WITHIN a- F;DOOR INSTALL ANCHOR 60L"T$ DETAILS) STUDS/SHEAR WALL Z �jPF OR S�I 2X�p CHECKED LAP W USED)WITHIN)"OF BEARING WALL ENDS AND WITHIN 8"OF DOOR OPETJiNGS IN BEARING? WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTING$. BUILT-UP COLUMN SCALE 3/1(O ITl M TA C S WQOD•T1ea AI�CyQ)::INCx RODS �'2 SPF OR SY'I 2x4 PLATE HGTS. UP To 16'-1 va" #2 SPF OR SYP2x8 B F h'1 BRAGING OF TRU56 HEELS BUILT-UP COLWMN BUILT-UP COLUMN DATE 8/15/02 STi MULTI -STORY TYPICAL WALL SECTION 8T1 TYPICAL OPENING FRAMING DETAIL - U.N.O. STi (OVER 16 " TALL AT SHEAR WALLS PLATE i-KsTS. UP To' 12'-1 1/s" FAST LL g EATHHNGIN tD PLAN FOR sF>"LL PLIES. PLATE HGTS. UP TO 20'-7" JOB NO. STANDARD IZ"O/G OR GYPStN'1-t0-POST W/MIN 5d'a w d"O/C 1/211 - -0 ' I/2" = I'-mn I/2" = 1'-173" •T7PISA1 coNN>=cT1aN3 +�gtUD SQ.FT. DETAILS COLLtN$._JAC.1 TQ-KIN[g .STUD MULTIPLE PLY POST CONNECTIONS TRUSS BOTTOM CHORD MAY ASSEMEBL 195-CO�EEg EOT.I=TC_ a TOP PLATE MAY BE ' N BE BRACED WITH EITHER (IJ WOOD•7ta ROD ADJACENT f TO STUD POST P PORCH BEAM IS NOTCHED t0 ALLOW PORCH i/2 11-011 THE 614 METHOD OR THE CONVENTIONAL. LUMBER(2x8,2x10,2x12,ETC). (U WOOD-TIE ROD BEAM t0 BE LET IN t0 BLOCKING METHOD. EITHER ADJACENT TO EACH 81D1=OF POST IF PORCH BEAM IS ' ROOT'SHEATHING SUPPORTED EDGE METHOD t)ADEGAJATE AND WALL PROVIDED TWAT!IJ '.'S••�r 111 ;ret NAILING PER PLAN ENGINEERED LUMBER[LSU,LVL,PSL,ETG� 2x4 02 SPF POST IS ADDED •? r DOES NOT DEPEND ON T14E TO EACH SIDE OF PORCH DETAIL t0 BE FOLLOWJED AT ALL The TVOOD*TieAncharing Rod5ystem consist ofverdcally oriented Vx"diameter,A307 threaded steed rods OVERHANG DIMENSION. SEE TRUSS ENGiNEERNG FOR MAX LOCATIONS WHERE EXTTERIOR WALL fj ,• BEAM TO SUPPORT'TOP Ip, secured to lite foundation via an embedment ofnot less than 4-t/4"into 2,500psi concrete with an edge '�'�� 0/c SPACING OF BRACING-SEE RUNS BErTWIEEN TO PAPZALLEL TRU$$E0. �;; NO.2 SYP 2x CONT•70 TRUSS t PORCH BEAM MAY BE;NOTCHED IN ADDITION,(U WDOD•Tla distance oft"(3"when 2x6 framing is used)and secured with Simpson AT Acrylic=lie two-part epoxy,dr �. u „ _ HI B. 91 FOR ADDITIONAL TRUSS 1I 1/4 MAX TOL'PLATE W/.131x3 MATCH BRACING INFOR7"IATION AROUND TOP PLATE PROVIDED ROD SHOULD BE INSTALLED �/FLCVR oNter two part epoxy with equal or lilgtcerallowable tension loads for the identical application two-part epoxy. k -r BOTTOM CHORD OF TRUSS EDGE NAILING SPACING OF THE TOTAL nEPTN OF THE BEAM IS TO 1=AGN SIDE OF PORCH TRUSSEFB 11w rods,a single,continuous rod or rod segments coupled together,culminate directly above the top plate (UP TO A 2X12) gNEARUTALL SHEATHING ]9-1/4"UNLESS NOTED ON THE BEAM AND(1)MSTA24 with a 3"x3"x10ga or 1/8"thick steel washerand nut where it secures the plates against vertical movement. (EITHER 6"o/c OR 3"0%). STRUCTURAL SWEET St SHOULD BE ATTACHED TO The nut should be tightened until Ute washershows the slightest example ofele:formation(about 2516*hof (I)SIDE OF EACH TOT'IE: torque). At exterior wad one WOOD*Tie rod should be installed at each comer / �• p SHEATH TR11,%CLOSEST TO Ix4 SYP CCNT BRACMG q ). Is post-on the side of the post • •�� Z' Jy CENTERED ON THE JOINT. INTERIOR WALL W111166 ARA OR----_, � w/(2)10d TO EA?RUBS, 2X4 92 SPF with the overlapping upper-most top plate-and at not more than six feet on center dcere alter.Openings �/ • ,� ` � ��•' TECO RATED SHEATHING W/8d *3" DO NOT SPLICE - OVERLAP LEDGER w/ greater than six feet in length should have one IVOPD*Tie rod placed at each side of the opening.At interior SII t.QR� ,"•• . OIG.AT ALL EDGES AND 12"O.C.IN JOINTS MIN e2)TRUSSES (4).131 X 3" walls,one WOOD*Tie rod should be installed at each comer post-on the side ofthe post with the ""... TWE FIELD - BLOCK ALL EDGES NAIL DOST TO TO EACH overlapping upper-most top plate-and at not mon than four feet on center thereafter. Additionally,if no //111 1ryf A . (MATCH NAIL PATTERN-SPECIFIED VINYL SOFFIT PORCH HEADER INTERSECTING other hold-down is present,a TVOOD*Tie rod should be placed at each end of each shear-wail segment ifthe 1(�///)/+1j / �1 T111N' FOR SWTN'G a SW BELOW). SWI ANDL W/(U ROUT OF Tl?I18-+° end of the segment does not coincide with a comer or opening. Por two-srory walls,walls over 11'high,orrdi SW WALLS ONLY. Zxd r1 SYP TOP IE; r.•, 3/8"APA I"OiaCH BEAM, -131x3"NAILS *Z" M>=1"IBER- C37�I�" certain other applications when a single,continuous threaded and can't be used,a coupler should be used to EDGE OF 2x NEED NOT Bl~ 6WTN'G w/6" SEE O/C- USE WHEN join two orman pieces ofrod together to create a continuos path from to late to foundalion."!lie coupler FLUSH W/EDGE OF TDP 12. FASTEN SOFFIT r0 0/C 6d STRiCTURAL BOTTOM NAILS* 1 P ' P P P uP 1x4 NAILER w/(Z)10d EACH should be low-carbon steel with a cross-sectional area ofnot less than.20 square inches,ideally 1'/4"long X SHEET 2X FASCIA OR *EA 16"O/C STUD OR 8d TO 1x4 SHEET Sl FOR CHORDS TRUSS OR 11!16".Each rod should be Threaded not less than'/:"into the coupler and the Iwo rods should make contact at MTL FASCIA THRU.��/// to M VER 16 NAILER 4 2x MINIMUM SIZE DIFFERENT or near the middle ofthe coo lea ed be tl tthan so as to r1 vent the movement to& cou ler make SOFFIT TO 2x FASTEN CHANNEL 70 FRAMING, FASCIA SEE DETAIL A/B FOR STUD HEIGHTS ON LEDGER P gh ' P ' P FASCIA w/ SIDING OR MASONARY VENEER w/ SIZE/SPACING REQUIREMENTS. OPPOSITE to threaded rod. AFPV'D NET O.H APPv'D FASTENERS MAX*6'o/c ET O.N. SIDES OF BLOCKING. At exterior walls,APA or TECO rated sheathing,or 5/16"Flank-Panel should be applied to one side ofthe FASTENERS a AT POFX:Ik-0 NOT I PUCIFICALLY IDE USFIED WM A NOTE WALL. wall.An additional row of 8d nails(6d with llanli-P reel)should be placed at 6"o/c into the lop plate SHEAi MIALL("AtWING t MAX 6"o%, To 1OW-ATH POIWA=ILIN%l 414 CONI AJoW wAcr�F pVERI IANC FOR (3).131x3" assembl in addition to an other nailing specified for securing the sheathing to the frame. CONNECTORS PER PLAN MAY tee USED N CGNM Ct1CN WrTW I, A vrm l r A..1i._ R Y Y g Pe n€ g Ocr*rricLrtri h1ATERL41 QS,ti)1r6TaOR f�PH ati�dus (? R}I Ai y[sg O )p u N TOENAILS • At exterior wall applications where the WOOD*TteAnchoring Rods are used io a)resist roof uplifts,b)resist STI CWLM I'lOM1RD P RATW"ht Arr•t.ICAe" EACH overturnin•moments,c resist lateral wind loading(perpendicular to the wall and d distribute shear-wall Data"PREeaur l Yrota TM Se=1F10 APPUCATkX TM STUD POST - I I 2x4 02 SPF POST € ) B(Perp ), ) se4 coNRdll XO BRAc1N4�tYbia 2x4 02 SPF BLOCKING TO loads(parallel to the wa11A additional intemiediate shear connectors are re uired.•Ilse intermediate shear C7 PER PLY OF BEAM FOR N V6RHANC,B TO 16"NET BL=Kl4A7O)Wd MrL94 AN ?lame Ct[Zx BLOCKING w TOP PLATE , , , � CONVENTIONAL LUMBER 2 I 2x4 connectorsmay be either/z"diameter X 4/a"embedment Wreaded/e xied lode or/s"diatneter X 4" ev.. BOT? M(T) M rai Filar M APPLIED To p y 2d"O/C. OF EXTERIOR y p° Tr+e BOtte7l1 cr Ttq:COMML4GITCC1ipIaD.PJ'M1ER t•wTt�elu. •2 SFF PO$t PER PLY OF;PORCH WALL embedment Powers Fasteners Blue-Tip Wedge-Bolts,located at or near mid-points between WOOD*Tie rWT 54 ATTA.C"V To THC Wo/a Ix4'.AS r•exaraareen BEAM FOR ENGINEERED LUMBER Anchoring Roth,but in no case mole Ilan 48"from any two anchor combinations;or'/."diameter X I'/." IN TWO MTALLATWO4 M FaX TIGNa AtdcaAmp wet TWO OrHGNIc MATERIAL EXTERIOR embedment TapCon anchors or.163"(or larger)diameter X I Vz"embedment power-actu.Tted fasteners, NOTE �►QI�tTINUO�GJ• 1M/Q C IN� W'i't' located at or near third-points between W(JOD*TieAncharing Ro&,but in no case more than 32"from any THIS INTERIOR SHEAR WALL DETAIL. iS INTENDED FOR USE IN AREAS WHERE TWE two anchor combinations or 1(x1 case hard nails at not more than 18"o/c. $WEAR WALL RUNS PARALLEL TO THE TRUSSES. TWIS 16 AN ALTERNATIVE TO At each side of the shoe plate joint,any one of the four intermediate shear connectors outlined in the CONTINUING SHEAR WALL FRAMIW_.ABOVE THE PLATE LINE TO THE ROOF DEGIG IF THE HOUSE IS TIED DOWN USING pI I preceding paragraph may be used to secure the plate and prevent horizontal movement.'The shouplatc join) I ' I }�� ^ »}- ��I N PORCH BEAM TO STUD CONVENTIONAL STRAPPING,REFER N TRUSS BLOCKING fastenershouldbelocatedwithin6"of thejaint. St1 ALTS NAT INTERIOR SHEARWALL FRAMING St1 TRUSS BRACING 4 OVERHANG AL I EER �{ATIVES TO FOR ext typical maximum ninstalletension load for each unit dudist atinterior locations and 2,943#at ---� - E .._.._...-- _ ...... sT1 UJr4Ll DETAIL ST1 DETAIL. PORCH BEAM CONNECTION exterior locations,when installed as designed. When a 3"edge;distance is used with 2x6 framing,the typical 1/4" = 11-011 1/211 � 11-011 3/$„ - V-0" DETAILS. 1/21' - 11-0111 maximum allowable tension load for each unit may be increased to 3,499#at exterior locations. 1011lz� its CT r THIS DOCUMENT 15 AN INSTRUMENT OF STRUCTURAL. GENERAL NOTES ENGINEER'$ SERVICE FOR OTHERS FOR CON_ STOP LATH AND 5EE STI FOR VERTICAL WALL CONNECTIOI L 5TRUCTION OF PROJECT STUCCO CORNER--f, AS TITLED BELOW. CODES: BEAD I" BELOW 4" CONC SLAB W/6X&X10/10 lU,l1F INFORMATION DERIVED 4" GONG SLAB W/ 6X6X10/10 WJ.F STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. FINISHED FLOG7 OVER 6 MIL VAPOR BARRIER OVER 2001 FLORIDA BUILDING CODE (FBG) OVER 6 MIL VAPOR BARRIER OVER SLOPE 3/4" X 12" STUCCO CORNER CLEAN, WELL COMPACTED, TREATED FILL FROM THIS INSTRUMENT GLEAN, WELL COMPACTED, TREATED FILL EXP. JOINT AT GARAGE DOOR BEAD I" BELOW 4" GONG SLAB W/ 6X&X10/10 U,U1F MAY BE USED __ CAN NOT BE USED FOR ASCE -f-58 FINISHED FLOG OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDG OTHER WORKS UNLESS 1597 ND5 VARIi 6 CLEAN, LL COMPACTED, TREATED FILLgLOPE GRAD AUTHORIZED BY THE __ ___ __1�. 4" CONG 5LAB W/6X&XIO/10 WU.F - SLOPE ----------- } } I I( _ el)"4 REBAR CONT. HEADER COURSE ENCzINEER WITHOUT _ =IIII=)III —L DIMI=NSIONS ARE (� INFRINGEMENT OF LEGAL GENERAL, ` . 0 OVER 6 MIL VAPOR BARRIER OVER GRADE MIN.DISTANCES „ CL)rAN WELL COMPACTED, TRE TED FILL —_ Q I I I-- —I I I STORY RIGHTS- A. Design is void after two years from original date of issue, unless updated to acceptable codes and practices at than time. II=IIII" IIII _ —IIII=II(I= - r '" II t- °j1111=IIII 41-11 vIMEN310N5 ARE p y g y p p -III I=III-IIII: ____ III I=III I=IIII - _ r� ��= _ ---� 1 I III CLEAN COMPACTED —111 —I 6" 2 STORY MIN_ DISTANCES B. Do not scale. Use dimensions From this architectural Ian. Notify engineer immediate) if dlscre ancies are found between plans. -- - I • • _ _ — , ,— _ I SAND FILL --- RE DESCRIPTION C. All details shall be in accordance with Instructions from manufacturer or designer. =IIII=IIII=1 _II=IIII I — I=IIII I,` " ; IIII IIII,-IIII; L-- - - i TORY W/ 2 OR LE83 couRSEs, D. All temporary shoring shall be the responsibility of the contractor. —_ —_ - _ — '2)'4 CONT. - 1-STORY —_ — _ IA 61 POUR STALL SOLID OR USE 10"x20" FTN'G =III I-=I I)I =III-III III l2 r5 OR (3r4 CONT.- 2-STORY IIII= =I =6 MIL VAPOR BARRIER /O BRICK I (TYP. VERTICAL. REINFORCEMENT> 04 DOUELS � _ m CORNERS 4 48"o% THEREAFTER - BEND _ — _ FOUNDATION : I=IIII= III=IIII= IIII=IIII IIII 1=IIII=IIII IIII - 1111111 IIII (IIII II LS TOP 4 BOTTOM,EMBED - III i Sz°RY -IIII=1I =IIII Iz" ____ =I W/ ICK __I I ALL D�WE„ 3 A. This design has been completed in accordance with Pertinent standards, recommended design soil parameters, and accepted -(1r4 CONT. MINIMUM 6 INTO FOOTING /12 INTO 5LAB g p p g p p " � (GROUT ALL CELLS W/REINFORCEMENT) engineering design procedures, and is based on the best information available at the time of completion. The design is intended 2 STORY I—II I III---II II---II II— Lit rooTlt�SIZE MAX. STEMWALL HEIGHT: (5) 4 to minimize differential movement resulting From the heaving of expansive soil or settling of subsurface soils. It must be recognized to/o BRICK I2"uWID wi CL IN LE GE)W 8" COURSES WALLS I (5) 8" i(7"u� (2)0 W1 BR►GK 20"WIDE IINCLUDIt�a LEDGE)w/(3JR4 orz 12)65 COURSES HIGH REQUIRE w/O BRICK 16"x8"UU 12)64 OR(2)05 CONT. that foundation components will undergo movement. Any subsequent owners shall be appraised of the soil condition and advised to TURNED DOWN EDGE 2 STORY ADDITIONAL ANALYSIS 4 W1 BRICK 20"x8"W1(-3)04 OR(2)5 CONT. 9i n ^r t I 1 I W/O BRICK 16"WIDE UV(3)'4 OR(2)5 CONT. 2 STORY maintain good practices to the future with regard to surface and subsurface drainage, Framing of partitions above floor slabs, and 10 E,`�R INCA STEP I DOWN rp wi BRICK 24"WIDE(MLUDNG LEDGE)W1(aro OR(ars REINFORCEMENT. Wro iBRICK 20"Ao"W1 M04 OR(2r5 CONT. Finish work above the floor slabs, etc. t ' I r I W113RICK 24'x10°W1(4)04 OR(3r5 CONT. e. Design has been based on a non-expansive soil with an allowable soil bearing capacity of 2000 psf. Active EFF- 30 pcf (level backslope). i TYPICAL FOUNDATION QETAIIL i TYPICAL FOUNDATiON DETAIL C. Backfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchor�d to the floor system above or adequately braced to prevent damage to the wall. D. Refer to the Geotechnlcal Engineer's report for all soil requirements For this site. E. All foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or walll. SEE STI FOR VERTICAL WALL CONNECTION. R The location of foundation jogs, steps and top of wall elevations and connections are critical to Foundation performance. These items 4" GONG SLAB W/ 6X6XIO/10 WWF 51/2„ are shown on the plans but may change during the actual construction. As a result, this design can not address proper froundation OVER & MIL VAPOR BARRIER OVER • MAX_ 2 COURSES CLEAN, WELL COMPACTED, TERMITE 411 GONG SLAB W/ 6X6XIO/10 WILF 5 1/2" WIDE GONG. SILL TOP AT MAIN ABOVE 5LA5 LEVEL. SEE 5TI FOR VERTICAL Builders configuration unless stated specifically on the drawings. TREATED FILL OVER 6 MIL VAPOR BARRIER OVER WALL CONNECTION. CLEAN,WELL COMPACTED, TREATE FILL STOP LATH AND SLAG LEVEL. TOP TO GARAGE FLOOR (1)604 CONT. 1N SOLID GROUTED CONCRETE. _ , . STUCCO CORNER VARIES* MAX 5 1/2" (HEIGHTS EXCEEDING VARIES ' r�-^.-=----- :, Ir,�_,-��-�_- rw BEADSI©BELOW WIDTH REQ ADDITIONAL ANALYSIS) U- TYPICAL LOCK O ARB • A Detail reinforcement to accordance with AGI 315-80 (Revised 1988), Detalling Manual. Minimum concrete cover for reinforcement _ _ — = 4 GONG SLAB W/6x6x10/10 WUF �� FLO • OVER 6 MIL VAPOR BARRIER OVER TYP. VERT. OfJacksonville shall be as follows: _____-, =IIII=IIII =1 I I••'•••• : • _ IIII,-;,IIII'-„IIII- CLEAN, LL COMPACTED, TREATED IFILL 1) Concrete cast against earth 3” IIII _ =I =''a�MIL VAPOR BARRIER SLOPE REIhP. DeSlgnCenter,lnC. „ _ ____ 2) Formed concrete exposed to earth or weather 1-1/2 _ _ _ _ IIII=IIII IIII I-IIII_-IIII=III I= GRADE - _ - - I I I ISI I I ISI I I I •.•• • •••••• 3) Interior slabs, walls 3/4" IIII=IIII=IIII E I I I=1 I I I,;,,III =IIII _ -I CLEAN COMPACTED _ _ (0550 Roosevelt P Ivd. _ -n�»4 CONT_ =1111=1111=IIII I I- TYPICAL FOOTING - 5EE I/ST2 FOR B. Minimum compressive design strength of concrete used For foundations and slabs shall be 2500 s( � 28 da s. =IIII=IIII= IIII=IIII 8" — — SAND FILL _ "' ""— SIZE/REINFORCEMENT G. Reinforcing steel shall conform to ASTM A615, grade 40. p y IIII 1=1 III=IIII =IIII-I�-- IIII=IIII=IIII Jacksonville, Florida D. Longitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner bars shall be used. IIII—IIII—IIII—IIII—IIII— III=IIII—IIII - IIII=IIII 322 ` Minimum lap of reinforcing shall be 40 bar diameters, but not less than 20"• =IIII= ; Tel '-304.112-6100 E. All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, STEP DOWN IMENSTYPICAL FOUNDATION l-•---- Fax 904.31`f-2835 and tasting shall be done in accordance with the requirements and application of AGI 301-84 (85), "Specificatlons for Structural Concrete". IONS A IIII---I I I I -1111---IIII—I WOOD: 11 NON--LOAD BEARiNG � TURNED DOWN EDGE IN. DISTANCES h q A. Framing lumber shall be as follows or better: 1 2 OUNDAT I ON AT C->:AP-AGE 2 1=OUN1_- TION AT GARAGE 2 x Rafters/Beams/Joists "2 SYP 19To M.G. I-Joists Provided by TrusJoist, or equivalent. Engineered Beams Provided by TrusJoist, or equivalent. 4" GONG SLAB W/ (vXbXI01l0 U LF Plates 'r2 SYP 1996 M.G. OVER 6 MIL VAPOR BARRIER OVER Studs 02 SPF 1GLEANWELL COMPACTEDTERMITE OVERLAP SLAB RECESS 5LAB 3/4" FOR TREATED,TED 9�a M.C. - Typical - ness Noted HEADER BLOCK OR „ yI=' l UlNd OhTRFILL , 2 1 I/2 THRESHOLD Stud Grade SPF IST. M.G. (2x4 up to W-1 1/8", one story residence only except partially enclosed structures) FORMED 4 CAST e �� DEPTH = STUD + 1 1/4" (FROM B. All nails shall be type "Common" unless noted otherwise. Options to using common nails are as follows: STEP DOWN 1-1/2 OUTSIDE FACE OF BLOCK) 12d=10d=0.131"x3" Gun Nails RECESS 5LA5 3/4" FOR SGD VARIES 8d-0095"x2 I/4" Screw/Glue Shank Gun Nails (provided that the o% spacing is reduced by 1/3. LE.: Sd 6"/12"o/c beccomes = `"� --_-� ----- 4" CONC SLAB W/ 6X&XIO/10 UUF -� .. OVER 6 MIL VAPOR BARRIER OVER 0999"x2 1/4" 4"/8"o/cJ T1i'P. SLAB CLEAN, LL COMPACTED, TREATED FILL =IIII-=IIII= =I 1 TYP. 5LAB G. Where not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, ASCE I-98, :r �w_� _., ' _• ' __ =1111=1111= =IIII=II I IIII=III --- --IIII=IIII= _ Y _� _ RI I�I-I I_I IIII IIII and/or 195'1 ND5 p g. +..•, .. •.:' ' - - - H_ __ �--------- =IIII=IIII=IIII IIIL�-IIII�IIII referenced above_ All sheathingmust be nailed or screwed 4 adhesives SHALL NOT be used in lace of nailing. IIII=_ II=IIII--IIII= =IIII= =IIII IIII=IIII�IIII 17 y q g y — YPICAL FOOTING CLEAN COMPACTED D. Metal connectors to be provided b 51MP50N. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu of —IIII=III =IIII=IIiI=I1 II- TYPICAL FOOTING - SEE I/5T2 FOR III=IIII= III=11 _— — =IIII 11-11 Ill. _ SAND FILL ..- . ,-- specified components. _(2 04 CONT. - t STORY — "'— SEE I/ST2 =1 I I I=IIII III=IIII=IIII SIZE/R1wINFORGEMEN E. All exterior walls to be sheathed with min. `IA&" 0.5.8. with ad -m 6" oc. along panel edges, 12" o.c. in field (S" with partitally enclosed 1111=III I=IIII= =IIII= (2)5 p}z (3r4 CONT.FOR ='t --IIII IIII IIII=IIII FOR gIZE/ _ structures), except as Hated an Structural plan I I III I II=1 I I I II �_gTOR�- III„III III=IIII- INFORGEMEN7 III=III II I ISI I I I F. Engineered componets (trusses, I-Joist, etc.) shall be installed per manufacturers specifications 4 directias. — - I STORY = I IIII= TYPICAL FOUNDATION G. All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per NIB-91 spaced not mores than IG feet o.c. and 11111111 •—) not more than 4' from end of continuous lateral brace. 22 5TO =IIII= IIII IIII=IIII--IIII-IIII-11 �-- STEEL: INTERIOR BE,4RINC IIII-IIII -IIII IIIIIIII IIII A. Detail, fabricate, and erect steel according to AISG 12 S STE��LL STEP DOWN I✓oUND, ,�T J.�.D. � SOUND. AT S.G,Z]. "Specification for the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition. ry B. Structural steel shall be- - A I_ Except as below A5TM A36 Pipe A5T1 A53, Tgpe E or 5,Gr. B 4 CONG SLAB W/ 6X6X0/10 WWF HOLD HDR_ SLK Tube ASTM A500 MARBLE SILL OVER 6 MIL VAPOR BARRIER OVER o C. All bolts shall be A30"1 unless noted otherwise. CLEAN, WELL COMPACTED, TERMITE i02OUTSIDE D. All welding shall be by a certified welder. TREATED FILL 5" MAY VARY I-•I/2” TYP. SLAB TILE HAND TOOL ALL CONTROL JOINT MA50NRY: (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE I411 GONG SLAB W/ 6X&XIO/10 OF OVER 6 MIL VAPOR BARRIER OVER A. Concrete block shall have a minimum compressive strength, F'm of 1500 psi. Masonry shall be laid up using type 5 mortair only. PLAN) IS WORKABLE CLEAN, LL COMPACTED, TREATED FILL — — Any masonry in contact with earth shall be grouted Full. Grout shall have a minimum compressive strength of 3000 pat. --------- =IIII=IIII= rp IIII—IIII B. All concrete masonry operations, shall be done in accordance with the provisions of the latest applicable recommendaitions of the e -b- -- -- �� I=IIII=III — —IIII=IIII= �r ACI Manua I OF Standard Practice. -1 I I—IIII=IIII IIII=IIII C. Lap all vertical reinforcing a minimum of 20". _ - a I I I it I -TI I I I-=I)I I— ,,, TYFICAL FOOTING - SEE I/5T2 D. Provide horizontal Joint reinforcing at 16 o.c. vertically. Reinforcing wire shall conform to ASTM AB2 and ASTM AI67 TYPE 304. IIII i I I I I I =IIII=IIII IIII=IIII SIZE/REINFORCEME T TYPICAL FOUNDATION — — IIII III„III II I IIII 6” • IIII- MIN. 11EA I I _ - --I I D -- 13 SUNKEN SHOWER DETAIL CONTROL JOINT 1II1-1111-1111-1111- 11 9 1=0UND. �T DOO1� 51L� 4 FOUND. AT DOOR SILL DRAWN BAM,RW CHECKED LAP 5TANDARD FOUNDATiON DETAIL& SCALE NOTED - - DATE 1/1-1/02 JOB NO. STANDARD I" AIR SPACE (1)604 x 2'-0" OVER TRUSS DETAILS -FLASHING MUST PASS THROUGH 8"x8" CHASE IN BRICK VENEER is A LEVEL BELOW F - �.�_•. COMG. BLOCK STEM EXTEND FLASHING BELOW SHOE PLATE SLOPE �__ - _ — —_ WALL. EXTERIOR WALLS HAVE THE EXTERIOR GRADE -� T — — r} •Y1\� METAL OR PLASTIC GROUT SOLID — I I—I I ;< 7/ . 4, Ii a Foundation Note : SHEATHING FLUSH WITH THE FOUNDATION, (POLY)FLASHING AROUND PIPE — — i- '�' �U 1'/W'• i PULL ALL INTERIOR WALL DIMENSIONS �''•_ / rr i FROM OUTER EDGE SLAB. WEEP HOLES ® 48" O/C CLEAN COMPACTED _ AROUND PIPE Wood vert I ca l cOI15trUCt i oI'1 • • SAND FILL = ' 3/4" (NOM.) STUCCO OVER LATH 4 PAPER Z 8" MIM. - DEEPEN w �+ J =III .` '... . •_ TYPICAL FOOTING - SEE I/$T2 O 214`1 r •• , '10 I, n atop T o un LIi1(a t I on 1/4" GAP BETWEEN SNEATHNG 4 CONCRETE F FOOTING a CHASE TYPICAL FOUNDATION _ •-. .. . • .. = 'ti 'Z•'I� 3�4")r —I '... ••. . :, . — FOR SIZE/REINFORGEMEN p LOCATION A5 REQ'D TOFi{ til A 1 OF - PROVIDE PROPER -I I (—_ I- {� �` details for clarity. wood FOOTING DEPTH. �c� / - �rUGGO STOP GRADE r "DRESSING" CMU/ ICI or other etruCtura I I- LIGHT COAT MASONRY DRESSING TO FILL FILL VOID BETWEEN BRI UTIL ITS CHASE UTILITY CHASE - �°i ` ' I I BLOCK VOIDS AND/OR HONEYCOMB5 VENEER 4 FOUNDATION Y e r t I O a I c o n e t r u C t• I o 1 y�1 WALL W/MORTAR OR GROUT,FILL SOLID FROM FOOTING TO UNDERSIDE OF � � PLAN acceptable - See STi � r FLASHIN FOUND s��cil"i�5, 15 STUCCO DETAIL I� BRICK DETAIL MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET THESE DETAILS ARE INTERCHANCxEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE ST2 STUCCO ,4DDENDUI„13RiCK /4DDENDUi.i STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS OF - SHEETS LIT-