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1850-1852 Francis Avenue (2)
r i 'vl8 Q 900Z 0 Z N'Vr w .liv,NUZ JNr0l1fl8 �� 3 HOti30 0I1Nb1_L jp A113 EspositoX Cheek z ]Francis venue 1) uplexes 0 0 U-11 z Assoc . , LL • Inc , °0 %%' 1850= 1852 FrancisAvenue, Beach o U') uvalArchitects Lu 4540 Southside Blvd, C suite 502 U) Jacksonville, FL 32216 (904) 641-6649 LU Drawing Index mo Sht. No. Drawing Q Title Not Valu ,� o•e o" • PWith ��er - �. Al Title/Index Y 1 �; r A2 Architectural Foundation Plan9 n l' (,j ty,_ Si n tures A3 1st Level Floor Plan Se I a A4 2nd Level Floor Plan FL Llc. No. AAU0564,,,6++Q A5 Building Elevations Fred R. Cheek Q A6 Building Elevations • A7 Roof Plan AS 1st Level Electrical Plan d A9 2nd Level Electrical Plan Q Q O t— A10 Construction Details _ U- N U 1 W �3 LU U � �— A BR�V«T ONS Building Code Summary (L AB V A ROVE FLR FLOOR SpLtS SIDE LIGHTS CODE ENFORCEMENT JURISDICTION: DUVAL COUNTY PROJECT >✓ATION AC AIR CONDITIONER FP FIREPLACE —AGD SLIDING GLASS DOOR � � �— AFF ABOVE FINISHED FLOOR FR FRENCH DOOR(S) SH (2) SHELVES IOUANITYJ ZONING GODE:THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER (050, ZONINCs CODE FOR 1c, AHK AIR HANDLER UNIT FXD FIXED 5HWSHOWER RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET (35'). Z �^ 73 BLK BLOCK FXT FIXTURE T.B.T$. TOWEL BAR � �y CABS CABINETS GLS HOSE T.P.H.45 TOILET PAPER HOLDER D u v*�l C o u n ty 'A e d Zones n e�+ � (LCs CEILING HB HOSE BIB TIS TUB and SHOWER ZONING CLASSIFICATION: V .T CHR CHAIR RAIL KS KNEE SPACE TEMP TEMPERED COFF COFFERED LAV LAVATORY TR TRANSOM • COL COLUMN LT LAKNDRY TUB VOL VOLUME WIND ZONE: 105 MPH 110 MPH 115 MPH 119 MPH 120 MPH (WIND-BORNE DEBRIS) Francis A COMP COMPRESSOR MRBL MARBLE WG WATER CLOSET Uj CRN MLD CROON MOULDING MG MEDICINE CABINET WD WOOD FLORIDA BUILDING CODE:2001 EDITION FLORIDA BUILDING CODE - FUEL GAS: 2001 EDITION to GVAG CENTRAL VACUUM SYSTEM MIR MIRROR WN WATER HEATERFLORIDA BUILDING CODE - PLUMBING:2001 EDITION NATIONAL ELECTRICAL CODE: 2000 EDITION Z Uj DBL DOUBLE MTL METAL WNGT WAINSCOT DIAD DIAGONAL OH OVERHEAD WS WATER SOFTENER FLORIDA BUILDING CODE - MECHANICAL:2001 EDITION FLORIDA FIRE PREVENTION CODE:2001 EDITION ;+ DR DOOR OPNG OPENING WASH WASHER DRY DRYER OPT OPTIONAL DW DISHWASHER RIS CLOTHES ROD and SHELF ASSEMBLY BUSINESS EDUCATIONAL "' tV B EYEBROW NDREF OREFRIGERATOR E (MAT.CHANGE) AP DI FLFLOOR MEGANTILE RESIDENTIAL FACTORY INDUSTRIAL Occupancy INSTITUTIONAL (UNREST) INSTITUTIONAL (REST) STORAGE / 'v a 7 Z i Classification O c-� �, �{ � 6 CQ ROOF �4SSEMBL_Y HAZARDOUS MIXED OCCUPANCY •• N/A Z (PER FBG 104.2.1.1) •• P: INDICATES PRIMARY OCCUPANCY, S: INDICATES SECONDARY OCCUPANCY p��. ' o�� a —r-r . Tit U l TYPE I TYPE IV (P) TYPE V (UP) ROOFING SYSTEM: ASPHALT SHINGLE OVER HIGH SLOPE ROOF (4:12 OR GREATER) s F� i u t.. ..O f COnstructioII TYPE II TYPE IV (UP) TYPE VI (P) A E,4 go go MATERIAL: FIBERGLASS REINFORCED HVY WT ASPHALT ROOF SHINGLE Tyj)e TYPE III TYPE V (P) TYPE VI (UP) 7,7 -- W/ ONE LAYER OF UNDERLAYMENT FELT. MIXED CONSTRUCTION •• yy �y} d�vu Cn 5 flit, . ( �x\ ~� k �' V •• P: INDICATES PRIMARY CONSTRUCTION, S: INDICATES SECONDARY CONSTRUCTION �'. __� sy � ''�� ; � JOB*: 05541 FASTENING REQ.: FOUR (4) ROOFING NAILS EACH SHINGLE, PER SHINGLE , ER , , MANUFACTURERS WRITTEN SPECIFICATIONS SPRINKLED: YEs NO Y # {r `;; , DATE: I/5/05 z O FIRE DISTRICT: YES NO ^ E .. Building Height APPROX HE IGHT AFG: 23'-1 I' MEAN ROOF HEIGHT AFF: 20'-5" ` 'u _ - y �� � s L :' "' D DRAWN- Df' FLASHING GO °� L G REQ.: CORROSION RESISTANT METAL FLASHINGS INSTALLED FIRST FLOOR A/C: 614 OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA ,':'� - F 0 CHKD: C PER DETAILS, SEE SHEET EIGHT (S). Building Area SECOND FLOOR A/c: 7. 602* OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA "` ,, t . TIN, WIN RESISTANCE 1 TOTAL A/C: 1216'# OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA �0 D RE E RATING l0 MPH OR GREATER, AS PER ASTM D 3161 (MODIFIED). LU GARAGE: NA Cf) LANAI/PORCA H: N F+;v REVISED: W .1 _ ENTRY: NA 0 7 14 21 Miles ! ~ � TOTAL UNDER ROOF: 1242# s J Lot Area GROSS AREA: 000000 �1,4f= I < BLDG IS A DUPLEX TOU' IHOME SOLD AS "FEE SIMPLE' UNITS. BUILDING COMPLIES WITH WIND ZONE L I �1 v THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2001- 704.4 � PROJECT LIES IN THE 12OMFH ZONE. 1AN �o x.06 z O . � o Q COPYRIGHT 2003 ESPOSITO;CHEEK d ASSOC., INC. QY:v 'sem. — • DESIGNER HEREBY EXPRESSLY RESERVES H15 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 SHALL THESE PLANS BE ASSIGNED TO ANY I-ARTRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. • LU r— Espositox Cheek z 0 A2 STORY MODEL 2 STORY MODEL LU ENTRY RIGHT ENTRY RIGHT & 11-- z_ 40'-0" SEPARATION WALL 0— Assoc . / 'Le L1._ 20'-0' 20'-0' 2'-0" 8'-0" 10'-0" 10'-0' 8'-0" 2'-0" Inc , � 4'-0" 4'-0" 4'-0" 4'-0" 0 Architects Lu 0 4540 Southside Blvd. C suite 502 cn _ Jacksonville, FL 32216 0 (904) 641-6649 w F— T_ -4 N IMIN) -Il 314SGD Rf CCESS 344' SGD CCESS Not Valid.-•f - - - - - - - - - - - - — Permi ''• `• � a2 Wit ho' A2 I I I Signat Seal, ars � �, -�-- -h- •., Ne HB FL Lic. No. AAO Fred R. Cheeko"1111"',`%111-4 • eL A5 NOTE e 1,0_6 LPI. FOUNDATION 15 DESIGNED FOR AN ASSUMED 4. HEIGHT OF ALL STEP-DOWNS SHOWN ON ' MINIMUM SOIL BEARING PRESSURE OF DRAWINGS ARE MINIMUMS and MAY VERY 4' 4' Q 2,x500 PSF. IT SHALL BE THE CONTRACTORS AT BUILDERS OPTION 4b REQUIRED BY „— RESPONSIBILITY TO VERIFY THAT THE SOIL SITE CONDITIONS WILL SATISFACTORILY SUSTAIN THIS LOADING. 5. VERIFY LOCATION OF ALL PIPING and V J 2. (4') 2500 PSI CONCRETE SLAB W/ 6x6 CONDUITS REQUIRED BFLOW SLAB. SEE (I 1x- 10/10 WWM OR (4')2500 PSI FIBERMESH FLOOR PLAN FOR ALL PLUMBING FIXTURE N U CONCRETE SLAB OVER 6 ML POLY- LOCATIONS. rjk-0,-0 I I -01-0” ETHELENE VAPOR BARRIER OVER CLEAN _ COMPACTED TERMITE TREATED SOIL (TYP) m Q 3. VERIFY LOCATION OF ALL INTERIOR LOAD I �SL�\ I ( I /�LP� i '(� BEARING PARTITIONS W/ TRUSS ENGINEERING I 1 L V J ca DRAWINGS and PROVIDE THICKENED SLAB / — U AT ALL LOCATIONS (SEE DETAIL) — — I I — `j L- MINIMUM STEP DN DISTANCE DETAIL/SECTION NUMBER ``C;�\\ RECESSSN CONC SLAB OR 1 9 DETAIL PAGE NUMBER DENOTES-SLOPE CONC ' I I Z SLAB I/8' PER FT (MIN) I NOTE !!! U1 ROOF TRUSS ENGINEERING WAS NOT AVAILABLE m I !Q Q m I PRIOR TO ISSUANCE OF THESE CONSTRUCTION I ``' Iz N DRAWINGS. VERIFY INTERIOR ROOF TRUSSLU BEARING WITH THE ROOF TRUSS ENGINEERING I I I I Z PRODUCED SPECIFICALLY FOR THIS PROJECT. I I I I tul -0'-4' NI 10 -0'-4 `;' LLLL- �t (MIN (MIN) 3112' SGD TRACK W/ CONT CAULK BED • 17U) SLOPE CONC. �a at 1/8'/FT MAXIMUM SOB#: 0554"11 DATE: 1/5/05 z •�a a .. 2'-61 5'-0" 12'-ro" 12'-(0' S'-0" 2'-ro' a , . DRAWN: DP 20'-0' 20'-0' GHKD 4 • • ... 4•. 40'-0' ISSUED: W Cn RE1/ISED: w TARE e�40L D D E TA L J A2 1 _ , -0FOUNDATION FLAN " All v ARCHITECTURAL MONOLITHIC C/) 0 z 0 0 • Q COPYRIGHT 2003 ESPOSITO, CHEEK t 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 SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. • Q Q CW TYPICAL EACH UNIT Esposito , X ARE A5 A B C Geek z 15t LEVEL LIVING: 614 >a 2 STORY MODEL 2 STORY MODEL Cheek ENTRY LEFT SEPARATION WALL ENTRY RIGHT 0 2nd LEVEL LIVING: 602 str W OTHER NA 40'-0" & H Z TOTAL LIVING: 1210 20'-0' 20'-0" Aso, GARAGE: NA " oc 6 -0 ' � ' " 9 -0 1/2 4 -S 1/2 4 -g 1/2 g -0 1/20 -0 LL LANAI: NA - � r1C .ENTRY: NA 2'-0" V.01 2 2' 21_0' O STORAGE 26 * TOTAL UNDER ROOF: 1242 * Q Architlects Lu D 0 4540 Southside Blvd. C ���R� � � �� f ®N S ,� I o PATIO suite 502 2 I Jacksonville, FL 32216 Q e , a 3030 SH A10 3030 SH a ABV ABOVE 6068 5GD (6'-101/2" HDR) (6'-10'12" HDR) 6068 SGD I� (904) 641-6649 W AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR ,ol oHc oHc oHC oHc lo\\ �����������������► AHU AIR HANDLER UNIT BASE CAB ,, L — — J L — , r — J L — — J � BASE CAB ;`� 1 � •; BLK BLOCK AccEss �� I I I ACCESS •..••••••.• '., CABS CABINETS 10' EXTENDED j SINK I = = I SINK 10' EXTENDED \' Y =a �. COUNTERTOP I _ O O I COUNTERTOP CL CEILING LINE _ <, CLG CEILING - I I I I - CHR CHAIR RAIL HB IN N i I I I I i N f HB `t - �• L- 1 �¢ �; o COFF COFFERED �, r I DW w p ('�IO OI w 0 DW J I r m VO W k(I�• 4' COL COLUMN S' CLCD m 0 �f 0 m SCLCx v�.• GOMP COMPRESSOR J KITCHEN = 11 I II KITCHEN GRN CROWN MOULDING LL 8' CLG Q IO 01 IO S' CLG `_ �� "••'•%t''•x..`` CVAG CENTRAL VACUUM SYSTEM DBL DOUBLE �0'-4 1/2" 41- 011 2'-11' VINYL (0'-6 1/2" 2' 2' 6,-6 1/2, VINYL 2'-11' 4' 0" (0'-4 1/2" FL Llc. No. AAOOO'18641is DIAG DIAGONAL I = = 1 Fred R. Cheek 0 DR DOOR `, r�F- - O O r - -REF-1 O 1 2068 I I 2068 I DRY DRYER SPACE 4 STORAG I — — — I — J I — I — — — I N STOR4C E Q DW DISHWASHER ;n I -r _ (3)SH l3)SN 8' CLG I N S' CLG , OHG OHC , 0 EB EYEBROW I � l0 �- � - IL - - - J L - - - � - m 1 4J 2 8 1/2 31-51 N 3 -8 2'-B 1/2 I �^ FL FLOOR LINE (MAT CHANGE) i �' �tN I I 1 I I WN UN E - FLR FLOOR - sTlalr�s I I s1fAl s FP FIREPLACE � x6 N tp� ( 1 6 - xd v------- _ Q FR FRENCH DOOR r c\ i ti� �j�"Q I / ICS+�� 68 N r Q FXD FIXED 31-0. ,S' =tt == a., .31-0. - O FXT FIXTURE `1' i ------ ------ i `' /' }— GL5 GLASS _ �'- �----- 3 1/2" 3 'H H D IL 42'H '1/7 WALL 42-H '/7 WALL 3 N L 1/2' ----N - HB HOSE BIB cv N I J W CAP W CAP KS KNEE SPACE 0 \ Q (yo POWDER �� a POUJDER Q / A/C X - 8' GLG UP UP_' 68 8' CLC/ 0- X LAY LAVATORY COMP I �p VINYL a I crl � VINYL `9 `�OMP cn U LT LAUNDRY TUB I / n rn I I L U 1 _ MRBL MARBLE C = - - - - - - - W MC MEDICINE CABINET iv i RES 4'-I' 36'H 112 36'1-1 % 4'-1' RAS i iv (� ('Q MIR MIRROR I — — WALL W CAP WALL W CAPLU — — MTL METAL ASHWR OHC OVERHEAD GAB5 cn II m X f- OPNG OPENING2068 SHWR 1 2068 i Z O L OPT OPTIONAL i QC A10 2. 1_2" RAS CLOTHES ROD and SHELF `9 i Z 0 3'-1' 3'-3 1/2" 4'- 4'-3" 5'-2 1/2' S'-2 1/2' 4'-3" 4'-0' 3'-3 1/2' fes- REF REFRIGERATOR SPACE c., I cl) = cn = I �, Q SD SMOKE DETECTOR - i �� CN � SDLTS SIDE LIGHTS I 0 0 0 a 0 5GD SLIDING GLA55 DOOR `� i �0 cn I i Z SH (2) SHELVES (QUANITY) D� i ��� AT �� � i � SHWR SHOWER m SCLCD Q SOAP SOAP DISH 0 8 Q I TB TOWEL BAR TPH TOILET PAPER HOLDER r r d) T45 TUB and SHOWER TEMP TEMPERED TOB TOP OF BLOCK (GMU) I I Q TR TRAN50M i i u- VOL VOLUME WC WATER CLOSET LINE OF 3068 ENRTY HB 3052 SH 3052 SH HB 3068 ENRTY LINE OF 0 WD WOOD , CANTILEVERED�I 1 " , 1 I<—CANTILEVERED , U lu (6 -10iz HDR) (6 -10iZ HDR) iv 2ND LEVEL 2ND LEVEL cv � WH WATER NEATER L - - - - - - - - - - 2 I - - - - - - - - - - J `�' Cal WNCT WAINSCOT tt 10' 0" 'x'10 101 .011 Q WS WATER SOFTENERn� co WSH WASHER SPACE 4" CON SLAB 4' CON SLAB ff u- I I I I I I I I I I I I 2'-6' 51.01 12'-4' 12'-4' 51.011 2'-(0' • -----7�------------2�-------------------------------7 '----------- -------------------7�------------ ----- 71 10'-0" 4'-10' 4'-10' 10'-0" 5'-0' J05#: 0554-11 20'-0' 20'-0" z DATE: 1/5/05 40'-0" DRAUJN: Dfi Q CHKD: Lv SEPARATION WALL ISSUED: Q W C/) REVISED: W 2 H let LEVEL FL00F� FLAN I� 117411 1 /411 _ 1 I _ 0II W Q U Q O z O Q • Q COPYRIGHT 2003 ESPOSITO, CHEEK a 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 SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. j . • Wec G r\ Esposit0 , x Cheek z O 0 LU A B C z Assoc . 0- 2 STORY MODEL 2 STORY MODEL 0- ENTRY LEFTENTRY RIGHT ILLSEPARATION WALL 0 40'-0" Inc . LO 20'-0' 20'-0" Lu 6'--f 1/2' 13'-2 1/2' 13'-2 1/2" 6'-1 1/2" /-\rchitects 10, D 6'-51/2' 6'-9" 21 2� 6'-9' ro 1/2" 0 4540 Southside Blvd, ry suite 502 cry 2 4052 SH A10 I 4052 SH Jacksonville, Fl- 32216 0 l6'-101iz' HDR) (6'-101iz" HDR) (904) 641-6649 H ? �� 8' CLG � ZIP ,...•. /, 1 1 :� j Q-. `6•. L - - - - - OUJNR5 Alm OUJNRS - - - - - -� r • � • R45 R45 E wyj) G 8' CLCD S' CLCD N = NOTEVERIFY I NOTE VERIFY — V m TUB•R.O. W/ TUB R.O. W/ ^ • p CONTRACTOR CONTRACTOR L Fl- Uc. No. AA000256�4►,,, Ld 8 � 4'- 1/2' 5'-(o 1/2' 3'-1 1/2" 3'-1 1/2" 4'-9" 4'-10' 0 �� Fred R. Cheek C14 e B,4TH #3 /100---, 2' 2' 10 BATH 3 e S T A I R I �l O T E 6 0 8 CLG 8 CLG \VINYL VINYL _ 1. C15) EQUAL RISERS AT �-9/16' EA a (13) EQUAL TREADS AT 91iz' W/ 1' NOSING EA 11 1 1 I I 1 1 I 1 I I I 1 t 1 / r Q _ Q r (TOTAL TREAD DEPTH TO BE 1011/2" MIN) c4 F-0 ? U tr m DN tt u U d 9 ,n 1 3 2. TREADS SHALL BE 2x12's GLUED and O (] M -► 'b� NAILED (RIPPED DOWN AS REQUIRED) Q6' H N R IL m 3 'Hq,414D I 4 RISERS F-11 - -t `N , N :E r - n - 3 NAILED SR PPE DOWN AS REQUIRED) HALL BE IxO's GLUED and 2' r2 WALLS 42'1-1 r W LL � ? I � � I I >~I / AP W/ A n I s I I I>I oIL,4UND IT to IT r 1'-4. `�I I 1'-4' r LAUNDI� I>1 1 4. LANDINGS SHALL BE CONSTRUCTED OF N U `n v uf° — J 8' CLG ``� I I m I I I `� 8' CLG L — mu Q `� 2x8's a 16" OC and DECKED W/ 3/4' T4G 1 ' n — -1 VINYL LL �, LL VINYL zn 9 PLYWOOD GLUED and NAILED � I I� :r1 �' _ 86 I N1 1 N �1 � ,yv�0 m R45 R45 N co I- I^I I 2668 � - - -- - - - - - ^ 2668 1 I�1 I 5. STRINGERS SHALL BE 2x12's EQUALLY u _ cv 8 m N N m 8 N L _ u SPACED (TYP) v L 2668 2668 `�' X N R45 N- 7F 7 t 1 L4' R4S `� w O I X AHU I iv N 2668 J �9 N N2668 `' r r 3'-1 1/2' 3'-0" 2'-3 1/2' 2'-8' 4'-11' 2� 2� 4'-I1' 2'-8' 2'-3 1/2' 3 -4' 3'-0' 3'-1 1/2' Z 11 LU N N z BE D #3. BE D #3 BED #2BED #2 L" 8 cLG 8 cLG > z l.0 Ij 1L N 0 3052 SH 3OE72 SH C6'-101rz' HDR) C6'-101rz' HDR) N2 N z �-1--R 3052 SH A10 I 3052 SH C(o'-101i2' HDR) (6'-10112' HDR) LL 5.-01 41-10. 4'-10' S'-0' 51-0. '-0' • 2" 10'-0" 9'-10' 9'-10" 10'-0" (n 20'-0' 20'-0" JOB*: 0554-11 DATE: 1/5/05 z 40'-0'1 DRAWN: Dim CHKD: C SEPARATION WALL ISSUED: 0 W REV16ED: w 2 F- 2ND LEVEL FLOOR FLAN 11 f� 11 1 /411 1I _ O11 LL, f� Q U Q Q O z O 0 • Q COPYRIGHT 2003 ESPOSITO, CHEEK 4 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 ESPO51TO, CHEEK AND ASSOC., INC- NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERI I155ION AND CONSENT. • 0 LU 12 4 12 Esposito , X r- 4 Cheek z 0 BRG 2ND LEVEL IT-7' 0 W z ❑ C Assoc . LL VINYL SIDING Inc . ,0 FIN FLR — 2ND LEVEL N Architects Luv BRG MAI8'-Ilia' 0 4540 Southside Blvd, C DECOR BRACKET 0 suite 502 Cn Jacksonville, FL 32216 0 (904) 641-6649 LLJ VINYL SIDING O Not Valid t'' tip•••••• ; FIN FLR MAIN m'-m' Perm ' •� ,a�-. Without a �Cn � to , Signatur ,= �, �u ; Seal, a d afi �w� 7��r' f C 51 D E ELEVATION IIAII 114 II _ 1 1 - 0 e0 II FL Lic. No. AA00024i„��� Fred R. Cheek 0 • � Q A B C F- 2 �- 2 STORY MODEL 2 STORY MODEL � � z ENTRY LEFT SEPARATION WALL ENTRY RIGHTN U i w ca � U � X +_ 1 12 12 1 U1 4 I 4 Q I BRCS — 2ND LEVEL IT-T Lu 177 W � Q z U > z !�l VINYL SIDING VINYL SIDING U_ U L L=Lj_ USg w z ' Co FIN FLR — 2ND LEVEL 9'-514' BRG - - MAIN U_ DECOR BRACKETS DECOR BRACKETS • • 0o as JOB#: 0554-11 VINYL SIDING VINYL SIDING DATE: 1/5/05 z DRAWN: DF NKD: C C FIN FLR — — MAIN 0'-m' ISSUED: 0 W U) REVI5ED: LU 2 H LU FRONT ELEVATION " A II 1 /4 II _ 1 - 0 II Q V cn Q O z O o • Q COPYRIGHT 2003 ESPOSITO, CHEEK a 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 SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. 0 LU r\ ,2 Esposito ,12 x � ................... ............... .................... Cheek z 0 .......... .................. BRG 2ND LEVEL I7'-7' 0 W z a Assoc , LL Once o /Lu Q VINYL SIDING FIN FLR _ 2ND LEVEL Architects U BRG MAIN S'-1�i8" D Q 4540 Southside Blvd, C KDECOR BRACKET suite 502 Cn Jacksonville, FL 32216 Q VINYL SIDING (904) 641-6649 LU 11 Not Valid In FIN FLR MAIN 0'-0" �' ti a Permits Q•-`�'- Without Signatur , =_ eID �w Z , Seal, a d LEFT S 1 D E ELEVATION 11A11 1 /4 11 : 11 - 0 II FL Llc. No. AAOcM564Q Fred R. Cheek 0 • � Q C B A o �- 2 STORY 1" IDE 2 STORY MODE ENTRY LEFTENTRY RIGHT � � SEPARATION LUALL � U w �3 ccl X � �- 12 12 I LU 4 I 4 c, : Z CIDBRG — 2ND LEVEL 1�'-�' � ,rt Q W > z VINYL SIDING VINYL SIDING IL d) C14 U � � FIN FLR — 2ND LEVEL 9'-5'/a' BRG — — MAIN El Cn JOB*: 0554-11 VINYL SIDING VINYL SIDING DATE: 1/5/05 z ULL DRAWN: DF GNKD: C FIN FLR — _ MAIN 0'-0' ISSUED: Q W Cn REV16ED: W 2 11 JELEVATION 1 /4 1 — 0 Q U Cn Q O z O Q • Q COPYRIGHT 2003 ESPOSITO, CHEEK 4 ,4550C., 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 SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. DECK • 2' MIN SIDE LAP ALONG RAKE PLACE DRIP EDGE ON 70P OF UNDERLAYMENT 36' WIDE UNDERLAYMENT INSTALLED W WITHOUT WRINKLES.USE ONLY ENOUGH WALL SHEATHING `� C NAILS TO HOLD UNDERLAYMENT IN G PLACE UNTIL COVERED BY SHINGLES � EXTERIOR FINISH T- OVER AIR INFILTRATION X \ Esposito BARRIER C SEE DETAIL) r , Cheek 0 z :.:-:9I & - i METAL FLASHING NON-CORRODING t METAL DRIP EDGE t (NAIL TO ROOF DECK Z NOT WALL SHEATHING) Assoc4' MIN END LAP .CAP SHINGLE - DO NOT NAIL , sem• INSTALL WITH ROOF CEMENT LL_ - - - -'� - - -,1� O ALONG EAVES PLACE UNDERLAYMENTFIBERGLASS SHINGLE Inc . 0 L ROOFING OVER I u) ON TOP OF METAL DRIP EDGE ROOF CEMENT 15* FELT OVER VI6' OSB 1 I Q UNDERLAYMENT 1/2 it _ 1 t _0 tt SHINGLE OVER PRE-ENG WD i••i„i Ic TRUSSES g 24' OG 1 12 Architects v 4:12 or GREATER SLOPE I �� INSULATION BAFFLES PLACE SHINGLES AS REQUIRED HURR CLIP Q EA TRUSS I ' 4540 Southside Blvd. WLR' OVER EAVE AND RAKE EDGES (SEE STRUCT DWGS) 1 / TO PROVIDE DRIP EDGE S�rte sid U_Y ALONG RAKES,GEMENT SHINGLES TO OTHER II I /� II (2) 2X PLATE 02 SYP Jacksonville, FL 322'16 ,* AND EACH OTHER INA ALL FLASHING. 3 = 1 0 AIR INFILTRATION BARRIER I / 1 BRG _ 2nd LEVEL (%4) 641-W 4' WIDTH OF ASPHALT ABOVE SOFFIT TO PLATE PLASTIC ROOF GEMENT - - -- -- I ALUMINUM DRIP OVER VINYLIf • ..•••.. `� - NON-CORRODING - -O`,- ��`-- WRAPPED 2xh F �� �. MTL EAVE DRIP i -- TRIM 6'-1'FROM -- , --� FASCIA = �• a END '- FIRST - �- ------------ < R-30 BLOWN - :J•; INSULATION • `' SHINGLE --- - i ` VENTED VINYL SOFFIT AINSTALLED PER MANUF SPEC 1/2' TYPE 'C' or 5/8' •t' V TRIM TABS FROM - ----' - � VINYL J CHANNEL GYP BRD 'a CLG �� ,• � �; 1/2 GYP BRD ALL STARTER COURSE �' 2 STORY MODEL 2 STORY 1"IODEL SHINGLES ENTRY LEFT n ENTRY RICHT SEPARATION WALL R-ll BATT INSUL5TAR ER COURSE PLACEMENT ACEME T 1/2 1 _0 �1 VINYL SIDING OR FIBER-GEMENT FL Uc. No. AA0002&A.----Q LAP SIDING INSTALLED PER MANUF PLACE SHINGLES Fred R. Cheek WRITTEN SPECIFICATIONS OVER Q CLOSE TOGETHER APPROVED HOUSEWRAP BUT DO NOT CROWD ATG SYSTEM, (SEE STRUCT DWGS) • ALONG RAKES,GEMENT SHINGLES TO UNDERLAYMENT G— — AND EACH OTHER INA I•' ——— ——————— 4' WIDTH OF ASPHALT V— — �{ PLASTIC ROOF CEMENT ' f- O Q • 23/32' T4G PLYWD SUBFLOORING �-- O Cn _l M L EAVE DRIIP �W_s ' (� IGLUEn PRE-ENG WD FLOOR TRUSSES LL #0200, ' PLACE SHINGLES 3%• I I FIN FLR 2nd LEVEL 9 -5/8 OVER EAVE AND RAKE EDGES ——_ —J I ___ — TO PROVIDE DRIP EDGE I `l w II II L m Lu 0 FIRST COU I I I I X Z � RSE PLACEMENT �/2 � � � I i uj Z c� ( I I C 1st LEVEL ( = I BRG I n 4' ORV 4' ORV I I 2x "25YP TOP PLATE = 1/2' TYPE 'C' or 5/8' l--1 n 'm— I GYP BRD a CL G_r z Ca Ilu VINYL SIDING III/2' to 121/2' 111/2' to 121/2' ——— I �, RIDGE I RIDGE Z I I I INOTE I iuFINaI j Lu to 11/2' I' to 11aaLR V Cn AND SECURE W/ > z lu STARTER STRIP - mommmmmmommmm A.-: ' A LL Tf C�—— z Lu 1 L J L y� J / —— I C G——_ /� I r —— -1/1Co' OSB OVERCa I I I I i I I I 2x STUDS 0 I (SEE STRUCTDWG5) L L==J J e 2x PT PLATE, SET BACK 1/2' - - / FROM SLAB EDGE, OVER FOAM SILL SEAL (SEE STRUCT I i I I PLASTER SKIM COAT OR \ DWGS FOR ANCHORAGE) PAINTED FOUNDATION WALLFIN FLR MAIN 0'-0' SHINGLE NAILING 3t = 11_0t Ij II - I J05*: 0554-11 4.. :a = DATE: 1/5/05 z i I c IIIMIL IPOLYETHYLENE DRAUJN: DP -VAPOR BARRIER OVER Q�Fil! uFUFiI! 11EI�FUFJ�E� a Z. _ CNKD:I I I —III �• • • . III—i CLEAN, COMPACTED 4 ISSUED: IW II— I I—III—I I d TERMITE TREATED SOIL I I I ( FINISH GRADE - — e — FOUNDATION VARIES _-__ ___ ___ ___ (SLOPE AWAY) _—III—I _111— —III—I SEE STRl1GT DWGS) REVISED: W _ � c _ _ _ I I 1=1 I (TYP) SEPARATION WALL I—III—III—III—III;I W (TVP) I —I I I-1 Q (TYP) 1'-4' —1 I—I I �— I Cn ROOF PLAN 1I - 0IIr_"�T%T-F WALL SECTION II I _ II O TWO STORY z 0 (?)COPYRIGHT 2003 ESPOSITO, CHEEK d 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 SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. • 0 LU Esposito , x Cheek z O 0 LU ELECTf;P,e, 1CAL LEGENED (A) g (C) z =(D-- 110 VOLT DUPLEX OUTLET-WALL MOUNTED 2 STORY MODEL 2 STORY MODEL Assoc . ,110 VOLT SPLIT DUPLEX OUTLET-SWITCHED ENTRY LEFT SEPARATION WALL ENTRY RICHT d LL_ 5:0-- 110 VOLT DUPLEX OUTLET-WEATHER PROOF Inc . C L0 110 VOLT QUADPLEX OUTLET-WALL MOUNTED c' IIOV DUPLEX -GFCI OUTLET Architects V M 4;;: 110V DUPLEX -GFGI OUTLET-SWITCHED I I I 0 :E� 4540 Southside Blvd. C 11mV DUPLEX -AFGI OUTLET Suite 502 Cf) ki 110V DUPLEX -AFCI OUTLET-SWITCHED Jacksonville, FL 32216 0 '0 LU 110 VOLT DUPLEX OUTLET-FLOOR MOUNTED �' I (904) 641'-6649 220 VOLT OUTLET-WALL MOUNTED I�� `��ri�������0 ► TELEPHONE OUTLET -� I I �- •O L+r+ T SWITCH i I— -ei SWITCH-THREE WAY SWITCH-FOUR WAY -. t •..•,.. �;. QI I I � SWITCH-DIMMERJjjj '•��t�� ``` FL Lic. No. AA0002UA Q Fred R, Cheek L" c--I PUSH BUTTON SWITCH ® DOOR BELL CHIMES L - - J yI — TIM IL -6- - -i O-+ GABLE TELEVISION OUTLET sD I I / I I I I ® SPEAKER LOCATION I I I j I I I SO I I I I I I O Q - LIGHT FIXTURE-CEILING MOUNTED LIGHT FIXTURE-WALL MOUNTED ^ \\ x > x > �/ \ U_ - LIGHT FIXTURE-CEILING SUSPENDED ( oQ oQ 1 N ® LL '11j LIGHT FIXTURE-CEILING RECESSED C - I w LIGHT FIXTURE-RECESSED EYEBALL ® - - 0 CEILING FAN LT T SMOKE DETECTOR-CEILING MOUNTED �\ (PREW RE FAN) I (PREW RE FAN) ® EXHAUST FAN 1 EXHAUST FAN/LIGHT FIXTURE COMBO �J � w 'Z FLOOD LIGHTS-DUAL HEAD / ; I `C`\ =3 Q z o ELECTRIC PANEL i i W U / \ > z STRUCTURED WIRING PANEL I r , LO QUICK DISCONNECT I AV d) U _ (V {r K1 SECURITY KEYPAD LOCATION I WPIM WP I U 9 L" FJ JUNCTION BOX LOCATION Cal FA FIXTURE ALLOWANCE ff LIGHT FIXTURE-UNDER CABINET QT-I THERMOSTAT SEPARATION WALL 1'X4' FLUORESCENT LIGHT FIXTURE W CEILING MOUNTED JOB*: 0554-11 2'X4' FLUORESCENT LIGHT FIXTURE DATE: I/5/05 z z CEILING MOUNTED DRAWN: Df' CHKD: < ISSUED: LU Cn REVISED: w FLAN H let LEVEL ELEC;Tf;P... 1C,4L FLA � II J4 II 1 /4II _ 1 w Q V 0 �- Q O 0 z O 0 • Q COPYRIGHT 2003 ESPOSITO, CHEEG t 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 SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. • O • LU 7/ G r\ Esposito , Cheek z O 0 & F- w A B C z ELECTRICAL LEGEND 2 STORY MODEL 2 STORY MODEL Assoc . LL_, 110 VOLT DUPLEX OUTLET-WALL MOUNTED ENTRY LEFT SEPARATION WALL ENTRY RICHT \ Inc1109 VOLT SPLIT DUPLEX OUTLET-SWITCHED o LO 110 VOLT DUPLEX OUTLET-WEATHER PROOF 110 VOLT QUADPLEX OUTLET-WALL MOUNTED Architects LUU D 110V DUPLEX -GFCI OUTLET I I I 0 J 110V DUPLEX -GFCI OUTLET-SWITCHED 4540 Southside Blvd. 0 C suite 502 cn � 110V DUPLEX -AFCI OUTLET Jacksonville, FL 32216 0 ' 110V DUPLEX -AFCI OUTLET-SWITCHED I (904) 641-6649 110 VOLT DUPLEX OUTLET-FLOOR MOUNTED IL 1 220 VOLT OUTLET-WALL MOUNTED ILT LT 1110- TELEPHONE OUTLET L — — — — — (PREWIRE FAN) (PREWIRE FAN) L4 -(J)- SWITCH ` �' • t..... c� -4- SWITCN-THREE WAY ■ • ` ' ••.�� J LV�'1•`��� -4- SWITCH-FOUR WAY FL Lic. No, AAOC�02564������� � -cam SWITCH-DIMMER Fred R. Cheek C a- PUSH BUTTON SWITCH D � I � D ® DOOR BELL CHIMES (� 0—+ CABLE TELEVISION OUTLET 0 � ® SPEAKER LOCATION — — — — -� LIGHT FIXTURE-CEILING MOUNTED n l — � QSD I I � �� I I SDS r I n � U_ LIGHT FIXTURE-WALL MOUNTED I I I I p In p m I I I N U r U-1 _ _ L u L - LIGHT FIXTURE-CEILING SUSPENDED I I I w I I CID � ® LIGHT FIXTURE-CEILING RECESSED I — J - I uv U LIGHT FIXTURE-RECESSED EYEBALL 71 X ® 1-1_l � 0 CEILING FAN SD SD O I O SD O SMOKE DETECTOR-CEILING MOUNTED ' O = _ EXHAUST FAN ® I Uj EXHAUST FAN/LIGHT FIXTURE COMBO ��N\ /� �J �/ J FLOOD LIGHTS-DUAL HEAD LT LT 1 l (PREWIRE FAN) (PREWIRE FAN) > Z o ELECTRIC PANEL �� �J �/ \J 1 LT I LT C STRUCTURED WIRING PANEL (PREWIRE FAN) ' (PREWIRE FAN) V N Lo QUICK DISCONNECT . ■ D w KH SECURITY KEYPAD LOCATION OJ JUNCTION BOX LOCATIONLL FA FIXTURE ALLOWANCE SEPARATION WALL • LIGHT FIXTURE-UNDER CABINET TQ-I THERMOSTAT JOB#: 0554-11 (D 1'X4' FLUORESCENT LIGHT FIXTURE /`` I II II II 1 I /� II DATE: (/5/05 z CEILING MOUNTED 2ND LEVEL ELECTRICAL FL AN�l � 1 /4 = 1 — `'G/ DRAWN: DP 2'X4' FLUORESCENT LIGHT FIXTURE CNKD: 1 CEILING MOUNTED ISSUED: 0 W U) REVISED: w 2 H W J Q V Cn 090 O z 0 • Q COPYRIGHT 2003 ESPOSITO, CHEEK t 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 SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. BTC OO � ATTACH 2" METAL TRACK TO DECK OF SEPARATION WALL PLYWOOD SHEATHING B PRE-ENG WOOD ROOF TRUSSES �Q "FLAME CONTROL' #10-10 ' INTUMESCENT COATING APPLIED PER MANUF I Esposito o SPEC TO UNDERSIDE OF DECKING AND TRUSSES, 4'-O' MINIMUM FIRE CAULK HORIZONTAL DISTANCE uheehk Z FROM BOTH SIDES OF O SEPARATION WALL---- 0 /—CONTINUOUS CONTINUOUS W BEAD of BEAD of ~ z ACOUSTICAL ACOUSTICAL —Ly CONTINUOUS FIRE-CAULK SEALANTALIGN TRUSSES WITH IN51DE EDGE SEALANT SEALANT a BETWEEN TOP PLATE AND SHAFTLINER, OF FRAME WALL Assoc . , EACH SIDE LL SEALANT DETitILS N.T.s. o \lit Inc . 0 A25 tX) 0 • w B Architects A25 0 1/2" TYPE "G' or 5/a' GYP BIRD 6 CLG 4540 Southside Blvd. C R-30 FIBERGLASS BATT INSULATION "THERMAFIBER" INSULATION FIRE BLOCKING Fire Resistance Ratings - ANSIML 263 sults 502 Cf)AS REQUIRED Design No.U336 — December 06, 1gss Jacksonville, FL.32216 m63' USG ALUMINUM ANGLE CLIPS Exposed to fire from separation Wall side only w Nonbearing Wall Rating-2 Hr (904) 641-6649~° SPACED AS REQUIREDrr �� Finish Rating-120 Min 1 SEPARATION WALL: (Max Height-44 ft) ', �•.•• ��•a•••61 �� `, 1.Floor,Intermediate or Top Wall-2 in.wide channel shaped with 1 in.long legs Not Valid f c;L 0 J'•• �L = `' formed from No.25 MSG galy steel,secured with suitable fasteners spaced 24 in. Q ; Permit:I GYPSUM WALL BOARD OVER OC. " cc ` 2. Metal Studs-Steel members formed from No.25 MSG galv steel having H WIthOUt t r •�✓ r� 2X "2SPF WOOD STUDS 16 O.G. -shaped flanged spaced 24 in.OC;overall depth 2 in.and flange width 1-3/8 in. ��' 1 �`' 3.Gypsum Board*-Two layers of 1 in.thick gypsum wallboard liner panels, Signatorii I • ? R-11/19 FIBERGLASS BATT INSULATION " supplied in nom 24 in.widths.Vertical edges of panels friction fitted into"H Seal, a d Vit' '••'•' ,�� -shaped studs. CANADIAN GYPSUM COMPANY-Type SLX. I' AIR-SPACE, BOTH SIDES 0/4' MIN.) FL LIC. No. AA0002&A UNITED STATES GYPSUM CO-Type SLX (2) USG BRAND 1" GYPSUM LINER Fred R. Cheek Lv PANELS INSTALLED PER UL-U336 USG MEXICO S A DE C V-Type SLX. 23/32' T4G PLYWOOD SUBFLOORING (2) 2' USG C-RUNNERS GLUED AND SCREWED OVER B SPACED AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) PRE-ENG WD FLR TRUSSES A2S 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 ACOUSTICAL SEALANT, BOTH SIDES wood framing and fire separation wall.ii 1 5.Gypsum Board-Classified or UncInssified*Min 1/2 in.thick,4 ft wide,applied O Q 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 }— O covered with paper tape and joint compound.Nail heads covered with joint CD compound. I 11- CONTINUOUS FIRE-CAULK SEALANT C R-30 SOUND RATED 6.Attachment Clips-Aluminum angle,0.063 in.thick,2 in.wide with 2 in.and BETWEEN SILL PLATE AND FIBERGLASS BATT INSULATI N 2-1/4 in.legs.Clips secured with Type S screws 3/8 in.long to"H"studs and with N U SHAFTLINER, EACH SIDE REMOVED AT CLIENTS REQUEST Type W screws 1-1/4 in.long to wocLi framing through holes provided in clip. 6A. Clip placement(Item 6)for separation walls up to 23 ft high.Space clips a max W of 10 ft OC vertically between wood framing and"H"studs. (1Q 6B. Clip placement(Item 6)for separation walls up to 44 ft high.Space clips as V ' described in Item 6A for upper 24 ft.Remaining wall area below requires clips — spaced a max 5 ft OC vertically between wood framing and"H"studs. X *Bearing the UL Classification Mark ZQ Reprinted from the Online Certifications Directory with permission from Underwriters –l 1/2' TYPE 'C' or 5/S" B "THERMAFIBER" INSULATION FIRE BLOCKING Laboratories Inc.Copyright©2003 Underwriters Laboratories Inc.® (11L GYP BRD 9 CLG A2S AS REQUIRED U � i3 ACOUSTICAL SEALANT, BOTH SIDES cn Z 6 z cx q W } NOTE: SOUND RATED ASSEMBLY, CAULK ALL PENETRATIONS WITH I�I 3 z Q ACOUSTICAL SEALANT U.N.O. } Lu iz GYPSUM WALL BOARD OVER Lij 2 z R-11/19 FIBERGLASS BATT INSULATION N 2X "2SPF WOOD STUDS 6 16' D.G. �- U Y 4 5 A j ' I' AIR-SPACE, BOTH SIDES (3/4' MIN.) U CA z a ATTACH 2" METAL TRACK TO CONC SLAB 6 3 6 W/ "PASLODE' OR EQUIV ANCHORS 8 2X SILL PLATE W/ FOAM SILL SEAL 2 LL at 24' O.G. MAXIMUM I ® 2' "USG' H-STUD ACOUSTICAL SEALANT, BOTH SIDES A25 :( 2x4 STUD WALL <VINYL 51DING OVER 0 a APPROVED HOUSE WRAP JOB#: 055471 4 v aT 5 5 _ n v .n I 4 EXTERIOR SHEATHING DATE: I/5/,a5 °' 1 a — ------------- DFALUN: DF a I � �o SEPARATION WALL 2" 'USG" G-RUNNER CNKD: C U3/ MINIMUM) ISSUED: 0 kOF SEPARATION WALL W SECT I ON A-A REVISED: LU w CONCRETE GRADE BEAM E = SEE FOUNDATION PLAN 1/2" GWB ~ W I' 'USG' GYPSUM LINER PANEL J (SEE SEPARATION WALL DETAIL Q THIS SHEET) 0 ri --� .�A I 1 _ O11 EXTEizIOfR INT RSECTION N.T.S. (Ono S� ����� IOil UJ,�t� � D � � Ill = z 0 Q COPYRIGHT 2003 ESPOSITO, CHEEK 4 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 FOR"( 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 CONSENT. THIS DOCUMENT IS AN `n LLI W INSTRUMENT OF 8 Q ENGINEER'S SERVICE U W FOR OTHERS FOR CON- STRUCTION OF PROJECT Bw (2)2x6-1/3 Sw SW Sw (232x6-tri LCl l� N 1Y AS TITLED BELOW. 71 BW 0 Z )- INFORMATION DERIVED v + _z Z3 FROM THIS INSTRUMENT 1- �- - Q CAN NOT BE USED FOR I I I; U y IL----J L-- r--J L----Ji ,. Z cn W W Q 1- IQ OTHER WORKS UNLESS W N W n AUTHORIZED BY THE +r--- I I ---�I ` _ 14 Q ENGINEER WITHOUT 1, U 4 tu Q Y_ iNFRiNGEMENT OF LEGAL 11 I J l I II U — 1I I 10 0:0� 1 ---�I 7-3R GHT S. L--- tD 2x4 01 SPF 2x6 "2 SPF �}tQ a p 2x6 "2 SPF N z 0 W W Q RE DESCRIPTION STUDS o 12° STUDS a 12" STUDS 0121, 2x4 "2 SPF Q ll �Z Z 212 O/C. O/C. i O/C. STUDS O/C' -----i I I JU i----- Q (V 2 2 STORY MODEL 2 STORY MODEL I I ENTRY RIGHT ENTRY RIGHT --'--1--- ---1 ----- W J W 3 - : , 1- z QOM 4 - _ i �r - 1I I I I I W U1L � W 2'-�" 81-0r �1_�r 110r 81I)1■ ,11-�r - --- O 11f/ V 11ff// f , -r — w o 5T2 ST2 ______ __-____� U � 2x6 02 SPF 2x6 02 SPF L Cl } tL U ccl STUDS ,s 12" STUDS 10 12" to p uJ u,� x I-- -1== - 7 r - - �- On n m (L wm B 14" CONC I I L9 vi I d 4" GONG I 0 m ai � C, U tY O SLAB SLAB �* 2x4 02 SPF x x 2x4 "2 SPF Z _z O W 3 �' I ___J I I I STUDS B 12" n (1)H5 m EACH FLOOR TRUSS (l)1-15 m EACH FLOOR TRUSS r STUDS 12" X W stSou ce '�' O/C. TO TOP 1E. FULL DEPTH TO TOP fE. FULL DEPTH 6 12" ul of Jacksonville y1"YzzzzA O/C. r BLOCKING BETWEEN( FLOOR BLOCKING BETWEEN FLOOR � � - - — - - - - _ _ _ - - - - - - _ _ _ _ - - _ _ - - JOISTS AT WALL. JOISTS AT WALL. �- 1 c� ST2 ST2 cA 1 ---{+ �, �- n — , I W5 1 12 1 1 12 -m'-m I i- ",.' 1-" 6550 Roosevelt Blvd. ST2 I I ST2 I 3,_mr i SW SW (2)MT612-5 OR(2) SW (2)MTS12'S OR (2) SW 5W IN I _ /� w Jacksonville,FL 32244 I - 1 L---- --------- ----J MSTA24'S 6 F09 MSTA2416 ® F09 L---- --------- ----J a X Cn 3'-5" 2 i1" 3'-2� 2" 2' 1" 3'-5" io -6" (2)MT612'5 OR(2) TO 2ply 2x4 02 To 2pty 2x4 n (2)MT512 s OR(2) U x Tel 904.772 6100 0 14 MSTA24'S G FIi To 2piy SPF POST w/ ll) SPF POST w/ (1) MSTA24'6 O F11 To 2piy N Fax 904.317-2835 2x4 V SPF POST w/(1) WOOD•TIe ROD. WOOD•Tle RDD. 2x4 02 SFF POST w/ (1) — — I _ WOOD•Tte ROD. WOOD•Tie ROD. �+ n Z 9 ' �r I r — — — I — — — � I 4r p 4 2 15T FL_OOfz 5TRUCTURAL_ PLAN 9 w 0- L 1 12 12 co I J 51 I, _ i II d U ul � ST2 � - - - I I I J �572M3/I� - 1 -� Z �nw� _ a - --- 1 L_ - - - - -� I I L - - - - -� I --- o N ' SW SW SW - --- I r - - I - - , I --- I ,777771 V X p I i i I L - - - � 11- - -- J I i i I i i V LU in W 0 d m Fr LU 1 I 4" CONC. SLAB 12 I I 12 4" CONC. SLAB I 1 ; (2)MTS12'5 OR (2) (2)MTS12'S OR (2) (2)MT512'8 OR (2) (2)MTS12'S OR (2) ST2 REINFORCED W/ ( REINFORCED W/ c�T2 I '� MSTA24'S o T01 TO MSTA24'5 '9 TOI TO MSTA24'S e T01 TO MSTA24'S ® T01 TO 0 - EITHER 6x6 10/10 ST2 I I I ST2 EITHER 6x6 10/10 _ I TOP fE w/ ll) TOP fE w/ (1) TOP B w/(1) TOP IE w/(1) VI `u. I I N WWM OR F15ERMESH I I �ULM OR FIBEFIIESH N S I WOOD•Tle ROD. WOOD•T1e ROD. WOOD•Tle ROD. WOOD•Tfe ROD. ' ON 6 MIL VAPOR 1 I ON 6 MIL VAPOR ' I �n I X _ BARRIER OVER 12 BARRIER OVER ``� 'c' I V aD `�' X � I I S/10 TERMITE TREATED, 1 ST2 TERMITE TREATED, 8/10 1 I V `=• I I CLEAN, I I CLEAN, -- ST2 COMPACTED FILL. I I 1 COMPACTED FILL. ST7 1 I , I I r N _ -1 L- - - � - - - - - - - - - - - - - - - - - - - -� i 0 O CONVENTIONALLY vl r vl I I STRAP ALL SECOND VX 4CONI t r-- n FLOOR ROOF� ` ------ Im - � + 45LA8C I N n -� I I I I BEARING WALLS TO x I I ' I I ; 1 BEAMS / HEADERS �-�- ___.� �. I SLAB � I, I , LU � \ L_t — � ST2 1 1 ST2 L�1— J Ili I L1 --' ' �- �L' BELOW PER DETAIL ST2 ST2 n -, r- I n M `D N1 — 11 ' i i 111 B/BT1. vi o m n -------- -------- I ' 11 0 U to Vt u LL X 0 Z3 X tp V �' Q W � W v 0 Q 12'-6" t2'-6" 5'-0" 2'-6" ----- I�X I I I I�X t ----- � _ 4D'-0" U _Q Q lid Z 1=- LKIU (2)MT512'8 OR (2)MTS12'S OR Z U ,Z � (Y (2)MSTA24'5 s (2)MSTA24'S ® Z fY N � U O T01A TO 2piy TOiA TO 2ply 1 j 0 LL O (X O d) O F_ C (2)MTS12'S OR (2) 2x4 01 5YP 2x4 r2 SYP (2)MT512'S OR(2) MSTA2415 ,v T01A TO POST w/ (2)48" POST w/ (2)48" MSTA24'S 9 T01A TO Q m W Z a '~^^ 2piy 2x4 02 5PF POST CS16'5 a BASE C516'S m BASE 2piy 2x4 02 SPF POST Q CV V J Lu/ (2)48" CS16'5 0 TO HDR TO HDR w/ (2)48" C51615 O ILL ' //�� 1 FOI.FND f-'c T I ON PLN BASE TO HDR BELdW. `' BELOW. BELOW. :I BASE TO HDR BELOW. m z PICz z DRAWN WDB sl 3/16" = 1'-0" k� sw %W Sw o t CHECKED LAP r Q z SCALE 3/16 2ND FLOOR cJ- TRUCTURAL_ FLAN DATE 1-18-05 3 \ SI 3/l�0�� _ 1 1_�II STRUCTURAL ENGINEERING FOR USE WITH JOB NO. J100615 TRUSSES BY BUILDERS FIRST SOURCE. SQFT. 2432/2484 END ZONE PRESSURES ` ,.�.•, l� `' END-ZONE COMPONENTS �, •*••• -�,,� P COMPONENTS i CLADDINGS PRESSURES - IN PSF COMPONENTS CLADDING PRESSURES(M PSP)FOR GARAGE DOORS WITH ONE CLADDING PRESSURES APPLY Z> • OPNG END-ZONES RNTERIOR-ZONES £�UP TO 5' INTO AN END ZONE.(ALL PRESSURES NEGATIVE,EXCEPT AS NOTED) 3'-5" P`�'•• u, •'• ,•�� ARBA LENGTH(M FEET)OF DOOR INTO END ZONE F05ITIVE TO WINDOWS d DOORS IN lsiF) PDS.W NEG.(-) POS.(4)NEG.(-) DOOR SIZE t 3 4 5 PRESSURE '• a�Fence l •�atne PE HIGHLIGHTED AREAS - TYP. I r4 illseer 0-20 er 41b 59.9 41b 50.1 e'-0"x�'-m" < THE X DIMENSION ILLUSTRATE6 rr sic nai '•g 20-50 of 46.1 56 8 46.1 49.1 LGR 5GL DOORS -41b -48.1 -48.9 -495 -502 +43.1 - !e l q5 THE MEASUREMENT OFF THE _ 50-100 of 43.1 52.2 431 46.8 t6'-m"x 1'-m" + _455 -45.1 -45.9 -462 -46.4 +42.1 CORNER OF CORNER OF THE HOUSE WHERE PAD FOOTINGS UP TO 30"x30" SHOUN AT THE FOUNDATION-EDGE MAY BE OMITTED IF A STEM-WALL FOUNDATION 15 USED IN LIEU OF A MONOLITHIC FOUNDATION. PAD FOOTINGS LARGER THAN 30"x30" ARE REQUIRED WITH EITHER A STEM-WALL OR MONOLITHC > 100 of 42.1 49.1 42.1 452 LGR DBL DOORS HOUSE END-ZONE (NOT INT-ZONE) ��� �� ',�� e; r e FOUNDATION.ADDITIONALLY,WHEN A PAD FOOTING IS REQUIRED WITH A STEM WALL FOUNDATION (fP 30"x30"), IT NEED ONLY BE PLACED EITHER BELOW-GRADE FOOTING OR IN THE SLAB,BUT NOT IN BOTH LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH. EXP.C,Wm 261<4 55GCp,z To 30' DOORS WITH BOTH ENDS IN ES FRO ZONE MUST USE FULL ETD ZONE PRESSUR£s FROM G<G TAt3L£ (TYP) PRESSURES SHOULD BE USED. 1, 494 WOOD*Tie LEGEND PLAN NOTES CONNECTIONS ;`��»������". NOTE THAT CERTAIN WOOD*Tie RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING: NON-LOAD BEARING WALLS 1) SEE SHEETS STi AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR METHOD OF ATTACHMENT MSTA SERIES STRAPS CANNOT BE TWISTED. THAT ARE NOT A SHEAR-WALL DO NOT REQUIRE WOOD•Tie ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EXISTING (2) 2x&-1 / 2 HEADER/BEAM GALL-OUT DETAILS. MSTA18 (14) 106 Commons/Total. THEY MAY BE APPLIED FLAT AND/OR BENT LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD*Tie RODS INSTALLED AS FOLLOWS: 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT SHEET NUMBER OF KING STUDS EACH SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS THAT IS MSTA24 (leo) 10d Commons/Total. TO CONFORM/ACCOMMODATE REQUIRED O/C WOOD*Tie ROD TOLERANCES NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC MST48 (48) 10dxl-1/2"/Total. APPLICATIONS, BUT THEY MUST NOT BE ROOF TRUSS UPLIFT (LB5) WOOD*Tie ROD(S) EXTERIOR SIZE OF HEADER MATERIAL 0516 (28) Sd or (22) lad Commons/Total. TWISTED. USE MTS- or HTS-SERIES TWISTED -TOLERANCES DESIGN CENTER (BFSDG) IS NOT RESPONSIBLE FOR THE ACCURACY OF STRAPS" AT APPLICATIONS WHERE TWISTED "0-1000 RODS) ,w 4' O/C (INTERIOR) OR h' O/C (EXTERIOR). SHOULD NOT NUMBER OF PLIES IN HEADER THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. SPH4/6/8 (12) lOcI 1-1/2". "1001-2016 ADD (1) ROD ADJACENT TO TRUSS. 3,_0„ I 3'-0" 3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT MTS12 (14) 10d Commons or l0dxl-1/2"/Total. STRAPS ARE REQUIRED. OVERRIDE ALL EXTERIOR HEADERS (2)2x6-1/2 UNLESS NOTED OTHERWISE of "201 s GREATER CONSULT DESIG=N CENTER. '' WDOD•TIE HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HT520 (20) 10d Commons or (24) 10dx1-1/2"/Total. INTERIOR GUIDELINES ALL INTERIOR HEADERS (2nx6-1/t UNLESS NOTED OTHERWISE DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) lhd Sinkers/Each to Truss and Stud Column. 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 p } C WOOD Tie ROD LOCATION. X F F I\O X (I I T G X IN LIEU OF SPECIFIED HEADER 2 -0 2 -0 BELOW Note on Page Sl. 1 ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS HGT-2/3 5/8" diameter or Larger Threaded Rod per Accom an in Note on Page 51. ' 9 p p y 9 9 RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED A. GRAVITY LOADS: HGT-4 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page 51. B. LATERAL LOADS: :. t5 OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, 6'-O" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD BE LOCATED AT SW" SHEARWALL SEGMENT - REFER TO DETAIL F/STi AND/OR D/STI ROOF LOAD TOP CHORD_I L=2(OPSF DL=-IP5F WIND LOAD - 120 MPH HTT16 (18) Irod Sinkers to Wood Member - 5/8" dimaeter or Larger Threaded Rod per Accompanying c " CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER BOT CHORD_I L=IOPSF DL=5P5F Note on Page 51. APPROXIMATE WOOD•Tie LOCATION SEISMIC ZONE - 1 g DETAIL OLID. RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR XSEE WOOD•Tie SECTION FLOOR LOAD DL=15 PSF HTT22 (32) 16d Sinkers to Wood Member - 5/0" dimaeter or Larger ea ed Rod per Accompanying OTHER SOLID FRAMING. LL=40 PSF Note on Page 51. r Q�uildersw°° a � G Eftilderss° spa J�uilders �� Builders 'D°�'�k� EFirstDO ers -A"���* - Builders worn v L , °��r ���TicB5Widers Bit, 1310wii� &, F�• 1 QUiLDIiVG�ZCr{ "FirstSourceFW'Pi P FirstSource vWA/yz/ eFirstSourcerr eFirstSource��'IsYYL SourceWOO L� r & ©FirstSource w ' JA�� eFiestSourcei I &L/ MSTA24 W/(9)10d/END,�r,ON STUD (2)2x4 02 SYP BLOCKING(TYP) OVERHANGS IN EXCESS OF Ib" AND UP TO 24' THIS DOCUMENT 15 AN ASSEMBLY(TYP 4 w HEADER 4 w SILL) USE 2x4 SYP OUT LOOKER AT 16"o%CLIP TO INSTRUMENT OF DBL.TOP M.WITH(2)H5 W/(8)ed.OVERHANGS ENCaINEER'S SERVICE APPROVED TRUSS-TO-R CONENEGT UPLIFT!LBS) CONNECTION UPLIFTS > STUD WALL SPECIFICATIONS 1-IEADER ISiZE 1/1ro" APA OR TECO RATED - 1000 SEE PER STRUCTURAL T ON -SPI44/(7/5 PLATE SHEATHING ON ROOF DECK 0"465 fl)145 W/l41 8d/END STRUCTURAL IE HT.(Ft) STUD SCHEDULE " Z 16" OR LESS USE 2x4 SYP OUTLOOK£R AT 24" STRUCTURAL GONNEGtORS NOT REQ D 0> 745 ll)HS lU/(5)imd x I-1/2"/END 0-9'-1 1/8" 2x4 r1 SPF STUDS p Ib O/C HEADER PER STRUCTURAL PLAN ALL FRAMING MATERIAL TO BE (2)SPH4/b/8 BLOCK SHEATHING EDGES o%WITH(UH5 W/!8)Bd WITH 801 NAILS AT 4"O.G.AT PLAN. " PLAN)OR TRUSS II F APA/TEGO RACED WITHIN 4'OF GABLE TRUSS FOR OTHERS FOR CON- 465-330 (2)I45 W/(4)8d/END/EA 0-10-1 1/8" 7x4'1 6PF STUDS s 1�O/C = °2 SYP EXCEPT AS NOTED. •2 6F'F LAYOUT IF SYS 42. SHEATHING 15 NAILED ALL SUPPORTED PANEL 145-1000 (2)W8 W/(5)10d x I-1/2°/END/EA. " 2x4"T 5YP STUDS w 12"O/C MAY BE USED ILO. •2 SYP ONLY TEN SHEATHING TO FRAMING FIELD AT 3"o% STRUCTION OF PROJECT EDGES AND 8' O.G_R OFIFIELD. 0-Il'-1 I/8 COFNER OF INTO TOP iE ASSEMBLY t ON EDGES,6" o/c M FIELD W/801. !b)1-i/4"GALV.ROOFING 0-1000 lI)H16/H16S W/!10)IOd x 1-1r1"TO TOP PL 2x6 •2 SFP_Stl1D5 w I6.O/G ITN SIDES OF FRAMING 15 GARAGE II HEADER W/(1)ROW CF AS TITLED BELOW. NAILS w EACH SHINGLE T 0-1000 fU MT512 W1(1)l0d x I-I/2"/END 0-T2=fT/8" 2x6 r2 SFF STUDS le 6 O%G SHEATHED F144/b/8 s 32°0% 3"o/c Bd NAIL. INFORMATION DERIVED SHEATNCs a TOP E TO HDR II II 'I I IN THE EVENT THE CONCRETE FROM THIS INSTRUMENT PURLIN BOTTOM CHORD OF ALL �jlU�j ® CONTRACTOR OMITS THE l2)MSTA24 W/ CAfZtNER of APA RATED s14EAT14rNG TO CAN NOT BE USED FOR TRUSSES WITH Ix4 SYP NAIL THROUGH APA RATED SHEATHING HPA14D22 EMBEDDED (9)10d/END/STRAP a EA GARAGE MATCH ROOF SHEATHING TRUSS-TO-1E CONNECTOR S££ PERPINDICULAR< / TO TRUSSES w INTO NO.2 SYP FRAMING W/8d AT 3" STRAPS,IT IS ACGEPTABL� END OF HEADER UND_ I OTHER WORKS UNLESS TRUSS SCHEDULE FOR PRE-t7NGINEERED ROOF 24"O/C w/(3)1001 NAILS A7 O.G.AT ALL EDGES AND INTO EACH PLY TO SUBSTITUTE(1)MST48 II II AUTHORIZED B1' THE CONNECTOR TRUSS OR RAFTER EACH TRUSS - U)ND. OF EACH DOUBLE INTERIOR PLATE,12" SERIES FLAT STRAP PER WALL SHEATHING SHALL BE 1/16" •SHEATHING NEED ONLY 2x'2 SYP DBL.TOP M.(SLOPED) ENCxINEER WITHOUT SPF STUDS W tll O.C.ELSEWHERE. HPAW022.FACE MOUNT THE APA RATED SHEATHING WITH Sd COVER LOWER 12 OF TOP fE ALL EXTERIOR WALL SHEATHNG „ STRAP TO THE FOUNDATION NAILS AT 3'O.C.AT ALL PANEL I A55EMBLY IF: INFRINGEMENT OF LEGAL SHALL BE 1/16" APA RATED $PH4/6/8•32"O/C Qg FOR OTHER UPLIFT HARDWARE WITH EITWER(4)1/2"0 EDGES AND 8"O.C. IN FIELD A)tE ARE PROPERLY 1/16• APA RATED SHEATHINGS WITH RIGxHTS. WOOD-Tic RODS a 4' O/G AND CONNECTIONS,SEE TYPICAL (TYP-UND-). SHEATHING PANELS II II l2)2xd•2 SYP TOP M. FAS lW $HEAT14ING WITH 801 NAILS AT b" EPDXIED ALL THREADS W/ NAILED TOGETHER w/3x3xl/8"WASHERS. WALL SECTION AND TYPICAL " SHOULD BE ORIENTED 8d NAILS a b" o/c ALONG ALL PANEL (2)ROWS 1001 w 12" O.G.(UND.)MINO G.AT ALL PANEL EDGES AND 4 I/4 MN EMBEDMENT OR B)TRU55 CLIPS/STRAPS EDGES AND 8'o/c N FIELD. BLOCK 24"LAP W/(@)10d IN LAP.SPH4/6/8 8" O.G.IN FIELD (TYP-UNDO HEADER FRAMING DETAIL. (16)3116"Ox 1 3/4 TAPCON PERPINDICULAR TO FRAMING I (I ARE ATTACH TO BOTH 12'$ RE DESCRIPTION 101/c 32" O/C QE WOOD•Tte RODS w b' SHEATHING PANELS SHOULD 8E Irl"o x 4-1/21 EMBEDMENT(LEDGE !212x4•2 5YP ANCHORS.FASTEN STRAP TO MEMBERS,U.N.O. 1/2"GYP ALL EDGES(CONTINUE STUDS t SHEATHING O/C W/3x3x1/8" WASHERS. ORIENTED PERPNDICULAR TO ANCHORS QS EPDXIED ALL SILL (TYP) AT DOUBLE INTERIOR STUDS U1/(20)1601 JACKS PER PLAN TRI55ES/RAFTER$ FOUND TO UNDERSIDE OF OUTLOOKERS) SILLS/PLATE TO S C OND NAIL II II SHEATHING TO MEMBERS,IURO. PERP. 1 FRAMING MEMBERS P EXTERIOR THREADS a 32"o%W/2x2x1/8" FIRST PLATE TO SECOND PLATE W/ I CEILING HEIGHT VARIES TO 2 RAFTER-TO-1E GOt•WEGTORS FN15H 15 STUCCO,UND. WASHERS OR WOOD•Tfe RODS a MIN.3 KING STUDS EACH f2)ROWS 12d COMMONS AT 8"OD. LENGTH CONNECTOR 41 SYP Pt BOTTOM fE w/ 4"o/c WOOD-Tie RODS e SIDE OF OPENING WHEN - 5PH4/6/8 a 32"O/C Q$ INTERIOR 5HEARWALLS ADD SIDE PANEL HEIGHT TO HPAH022 W/(23)I6d TO USING 2x6 FRAMING,5 KING PURLN BOTTOM CHORD OF (i)H5,148,Hlb,OS MT812 WOOD•TIa RODS a 6'O/C. EITHER 24"o/c SHOT PNS OR Ibd STUD A55MEBLY(2) STUDS EACH SIDE WHEN II ALL TRUSSES WITH Ix4 SYP 3 - WIp1N REQUIREMENTS PER SIDE OF OPENING USNG 2x4 FRAMING UN.O- PERPINDICULAR TO CASE HARP NAILS o 18"o/a WOOD•Tre ROD (2)F+5'S QS H8'S QS iR"ox1"EMBED A.B.w/2"x2"xl/8"WASH AN MOLT(S) h(ft) MN w (I II „ TRUSSES a 24"O/C w/(3) _ 1-14 (1)HI6 QS MT512 AT 32" o%Qg 1/2"0 WOOD•Tre RODS e Z OR T PINS 2'_1° /2•ANCHOR BOLT AS (2 MAX,FROM 1001 NAILS AT EACH TRUSS - 4 6'O/C W/EITHER SHOT PNS a 24"O/C 02 SYP PT BOTTOM M PER TAIL E/STI PER TYP.WALL SECTION. JACK/STUDS) I I MSTA24 UU(9)10d 6' 1'•8 1/2" U.N.O. I I NAIL5/END w EA SIDE OF >14' SEE PLAN OR Ibd CASE HARD$ a 18" O/C. II II 5' I'-5" •HPAHD22 NOT r�n'n 4"SLAB W/8"x8"THICK- 1.11 ENED EDGE W/0U04 JACKS 1'AND SHORTER MAY N 4' I'-2 Irl" a THIS LOCATIEA STUD A50VE ON IF CONT.UNDER DOOR a I HEADER 1 JACKS TO USE(4)1001 N LIEU OF _- -=. WALL L�� 2 48' HEADER TRUSS-TO-IE CONNECTION 'F . �y�.•• , • •• .•' FINISH (5E!_DETAIL 6/S72) FINISH I I :.a. - - •TYPICAL WALL a I 1 6 x 6 - Wl 4 x W 4 WWF -ALL CONCRETE MINIMUM GRADE CONNECTIONS: 12- M4-1- OR 1 ". OR FIBERr1E5H TO 14'= 2x6 SPF•2 GRADE �! •:��: 2500 PSI COMPRESSIVE PEAK- 70 il'= 2x4 STUDS WATERPROOF BARRIER sTRENGTI{ w 28 DAYS.• I vtor - I I I TO-STUD, TO 16'= 2x6 SYP02 ' W � SHOETO-FOUNDATIONSTUD-TO-SHOE, E I6': 2x8 SYP•2 FOOTING TO BEAR ON UNDISTURBED 501E HTT22 W/5/8"o ALL iFOOTINGS(SEE TYPICAL WALL SECTION) THREAD (5 1/2"TE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTIF USED,WITHIN 8"OF BEARING WALL ENDS AND WITHIN 8"OF DOOR OPENINGS N BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR EMBEDMENT)(TYP) � A REINFORCING AND DIMENSIONING OF FOOTINGS. D H STI TYPICAL WALL SECTION ST1 SUJB - SPECIAL SHEARWALL DETAIL sT1 IT 1'A C T G DOOR OPENING DETAIL s s I GABLE END BALLOON FRAMING DETAIL 1/211 3 11-01' 1/211 = 11-011 1/211 = 11_011 1/2" = 1'-0" � � zzzzzz y zzzzzzz zzz/zzz ,SWI t SM SHEAR WALLS REQUIRE MIN 48"OVERLAPS 2x4•2 SYP OUTLODKER F i t'S$SO P�Ce W/MIN (?4l.131x3"NAILS a TOP PLATE SF'L(GES OR l2) MSTA24'S W/(9)l0d/END,CENTERED ON EACH SPLICE• -OVERHANGS S ib" a 24"o/c W/(1)H5 a EACH of Jacksonville APPROVED TRUSS-TO-112 CONNECTORS STUD WALL SPECIFICATIONS UPLIFT!LBS)I ccrAfECTION UPLIFTS > HEADER PER STRUCTURAL K rL OUTLOOKER TO TOP CHORD OF GABLE TRUS 0-465 (t)145 lU/(4)t3d/EtND 1000 SEE }P HT.(FT) STUD SCHEDULE ® PLAN OR TRUSS LAYOUT •OVERHANGS Ib" >24' a 16"o%W/(2)W5 a EA 0-145 (U 148 W/15)1001 x 1-1/2"/END STRUCTURAL 0=9=1 I/8" 2x4 02 SPF STUDS a 16"O/C NAIL THROUGH APA OR TECO RATED SHEATHING ST1 STI BLOCK SHEATHING EDGES OUTLOOI�R TO TOP CHORD OF GABLE TRUSS PLAN 0-10'-I I/8" 2x4►2 SPF STUDS a 12' O/C ''ISI INTO NO.2 SPF FRAMING PER SHEAR WITHIN 4'OF GABLE TRUSS 405-990 (2)145 W/(4)8c1/END/EA - SW FASTEN SHEATHING TO FRAMING 0-11'-I I/8" 2x4•2 SYP STUDS w 12"O/C)S IrWALL TABLE. " " r,V � y 145-1000 (2)148 W/l5)1001 x I-iR'/END/EA APA OR TECO RATED SHEATHING FASTENED TO !2 M5TA24 W/f9r0d /END AT 3 /b O C.W/801 NAILS. 0-1000 (1)MTSI2 UU(1)IDd x 1-1/2"/END �T2�r8 2x6 r1 SPF STUDS w 16" O/G (BLOCK PANEL E ES) SHEAR WALL U.N.O.CENTER STRAP *JOINTN STRUCTURAL 8 I USED IN LLT-UP OR IEU OFD x4,OR bxbLLM AY APA OR TECO RATED 0-1000 (1)1416/14169 lll/(10)1001 x 1-1/2"TO TOP PL. FRAMING PER SHEAR WALL TABLE FROM BEAM TO POST 1/16" APA OR TECO RATED - " 8d COMMCN HOLD DOUN a ENDS IN ADDITIONl4).131x3° QS END SHEATHING ON ROOF DECK PURLIN 50TTOM • NAILING TO TYP.WALL SECTION(A/STI t PLAN. USE 4pI9•2 SYP QB 5p19•2 OFF 2x4 NAILS w SHEATHING TO MATCH WITH 8d NAILS AT 4"DJC,At GHORp L SPACING B/STI). WOOD-TIE RDD MAY BE BUILT-UP COLUMN ILA 4x4 OUTLOOKt0 TOP IE. ROOF SHEATHING 6550 Roosevelt Blvd. ALL SUPPORTED PANEL TRUSSES WITH 1x4 USED IN LIEU OF ANY SPECIFIED EDGES AND 8° O.C.IN FIELD. SYP DOUBLE STUDS o EACH END HOLD-DOILN PT 02 SYP 4x4 POST USE 5p19 02 SYP QS 5p19 02 SPF 2x6 GABLE TOP CHORD Jacksonville, FL 32244 PRE-ENGINEERED PERPINDICULAR OF SHEAR WALL -COLUMNS GREATER BUILT UP COLUMN IL.0 6x6 X (6)1-1/4"GALV.ROOFING TRUSS OR RAFTER TO TRUSSES•24" EDGE FIELD II-STORY 2-5TORY THAN 10'Q9 THOSE Q 2x L-BRACE ON GABLE VERTICALS AS Tel 904.772-6100 NAILS a EACH SHINGLEATIMCs O/C w/(3)1001 I b 8 WALLS 2 15'LONG:NONE 12616 SUPPORTING L SPECIFIED BY TRUSS MANIUF.(MIN 2x4•2 Fax 904.317-2835 SHENAILS At EACH SW REQ'D*WALLS <15'LONG: TRAP ENGINEERED WOOD > U SPF W/b o%.131x3"NAILS a MAX 24"o/c). TRIW - URO HEADER KINCs STUDS MAY SERVE (2)SPH4/6/8 W/IR"0 x / PRODUCT: USE PT'1 p AS DBL STUDS AT THE ENDS OF 4-1/2"EMBED EPDXIED 1[ SYP 6x6 POST. (UND. - GABLE TRUSS R •2 SYP TOP 12. FASTEN W/(2) SHEARWALL5 ALL THREAD t 3x3x1/8" ON STRUCTURAL PLAN) r- - - - - - - - ROWS 1001 12"0%(tJlND-MN 24"LA SP144/b/8 a 32"o/c OS WASHER WITHIN 3.OF (2)02 SCF 2x4 a EA.CORNER o TRUSS-TO-1E CONNECTOR SEE W/(12110d N LAP. WOOD•Tle RODS W/ STUD5/SPH4/6/8.• I ILA.4x4 POST.l3)a2 SPF 2x -B NG t MI r CLIP END OF LATERAL BRACE TO GABLE TRUSS SCHEDULE FOR 3"x3"xl/8"WA5HER a 4"o% A 2x4'5 w CORNERS DIRECTLY A POINT OF GAB "X" BOTTOM CHORD WITH(?J 145 CLIPS. CONNECTOR � 3 8 !I1 IttD W/5/8"0 x 5-1/2" 3 GSI6 POST TO SLAM CONNECTION( BENEATH BEAM WHEN bxb I5 N B 5 (NWA IN S' 4 A EA EMBED EPDXIED ALL GABLE BOTTOM CHORD TO TOP IE W/MSTA18 5PH4/6/8 a 32"0% SPF STUDS STUDS PER PLAN THREAD. WITH ABU44 OR ABU66 W/ I REQ'D. JAGENT TRUE W/l3)J31x3" „ RAFTER-TO-IE CONNECTORS 1t " " STRAP w/C1)10d/ENp s 48"0/o OR.131x3 TOE OR WOOD-Tie I2)Ibd �IQ°0x4 I/4"EMBED HTTIb t 5/8"0x5-I/2" � MAXNAILS TO TOP IE •3"o/e-STAGCSERED AS REQ'D. RODS W/3"x3"xl/8" (2)SPW4/b/e W/1/2"0 x 4-1/4' EPDXIED ALL THREAAD Qgl EMBED EPDXIED < 4/12 PIT 8'o/e LENGTH CONNECTOR 2X-u°tb C' WASHER a b"o/c .-. 5u12 3 8 EMBED EPDXIED ALL STRAPS ll)14tt16 1 5/810 x 5-Ir2" ALL THREAD s 01 SYP LEDGER FASTENED x 4/12 <1/12 I C4 ■ 6'o/c 1/16" A.P.A.OR TECO RATED SHEATHING W/Bd NAILS 0-1' 1)H5,146)416,QS MT512 THREAD W/3x3x1/8" EMBED EPDXIED ALL �_-- -- EAC44 Qg TO Ib"o/c STUDS w/.131x3" ' >1/12 PITC 4'o% a b"O.C.ALONG ALL PANEL EDGES AND 8" Or-IN (2)H5'S H8'S Q$ WASHER• THREAD. -_ ALTERNATIVE AS GUN NAILS s EA STUD FIELD. BLOCK ALL EDGES(CONTINUE SHEATHING 'STRAPPING,<E F-- (1)Hit, 128 MT512 CONNECTORS,CLIPS, SHOUN ON (TRUSS-TO-LEDGER TO MIDPOINT OF GABLE BOTTOM CHORD) > 14' SEE PLAN AB'S AND/OR IUJOOD•Tie 1) SA6 HARDI-PANEL 15 PERMITTED AS SUBSTITUTION STRUCTURAL PLAN CONNECTOR SPECIFIED FOR RATED SHEATHING ON EXTERIOR ° ° BY TRUSS ENGINEER) RODS ARE NOT REQ'D WALLS ONLY IF Nut ED ON THE STRUCTURAL PLAN //\// `° //�/ /�\/ ///� ' BEAM ABOVE i t-U--� \` F FIRST OUTLOOKER 15 MORE �J APA OR TECO RATED INTERIOR BEARMG /�// / / / /� I 1/16"APA OR NAILS THROUGH BRACE INTO EACH THAN 32",FROM FASCIA,USE JACKS 1'AND SHORTER MAY \/\\ \ \ \ 2x4•1 SYP LATERAL BRACE.l3).131x3" (2TSxd'S.FIRST OUtI R ONLY USE(4)1001 IN LIEU OF SHEATHING OVER SPF STUDS WALLS SUPPORTMG 2) OPENINGS IN SHEAR WALL SEGMENTS PERMITTED ONLY \/\ TRUSS-TO-1E CONNECTION HOLD DOWNS P SI40LLN ON 714E FRAMING PLAN REFER TO DETAIL �/\/\/ / / I SCO RATED LEDGER t GOM IETION SGJ4EDULE CPfR TRUSS) TRUSS BOTTOM�RD EXE ONLY FLOOR LOADS. �\ I FOOTING(SEE TYPICAL WALL SECTION) PER TABLE D/STi. \�\\ \' FOOTING(SEE FOUNDATION SHEATHING W/ RV•0--M6 2x6 w/(5)NAILS a EACH STUD. BRACE TO FOURTH INTERIOR TRUSS. STUD WALLS WITH BRICK VENEER / i I 6"/I2"o%801 MAX LATERAL BRACING SPACING: OPTION= SECURE BRICK VENEER PLAN FOR SIZE) RV•111-1241x8 w/(8)NAILS a EACH STUD. N ) t ALL EXTERIOR WALL SHEATHING 3)HPA 22 W SPECIFIED FOR SU MAY BE SUBSTITUTED WITH NAILING - 4 SIDES < 4/12 PITCH • 8'o/e 48"old STRAP• .• Rv 1242-18621x12 w/(12)NAILS s EACH STUD. TO WOOD FRAME w/GALV.TIES a ►1 SYP BOttOM IE W/12)ROWS OF 1001 SHALL BE 1/16" APA RATED HPAHD22 W/C23rbd /'1 I 4112 <1/12 PITCH • b'o% \ / 48"0%Qg.131x3" 16"o/c HORIZONTAL t 32"o/c NAILS a 12"o%STAGGERED. TIP. PORCH POST 4 ALT. BOXED R > 7A2 PITCH 4'0% TOE NAILS VERTICAL SHEATHING WITH EL NAILS AT D SHEAR WALL ASSEMBLY DETAIL BEAM FRAMING DETAIL I COLUMN DETAIL TRUSS LEDGER DETAIL STI GABLE END BRACING DETAIL O.G.AT ALL PANEL EDGES AND E 8"O.G. IN FIELD (TYP-UND-) 3/4" T4G PLYWOOD - SHEATHING PANELS SHOULD BE STI 1/Z 11 - 11-011 1/211=11-mn u- 1 n11111-011 NAIL SHEATHING TO BOTTOM 12 6"/b"o/c 10d NAILS t GLUE ORIENTED PERPINDICULAR TO - I i/2 -1 -m = 1/2r = 11-011 AND BAND BOARD PER REQ'D W/LIQUID NAIL OR EQUAL. FRAMING MEMBERS IF EXTERIOR SHEAR WALL EDGE FINISH IS STUCCO,UND. (2).131>611 NAILS/TOE-NAILS FROM STRAP ACROSS JOINT S IN „ TRUSS TOP CHORD USE 4a"STRAPS I.L.O. NAILER TO HDR OR JACK STUD. BAND BOARD W/11�1STA24 II SPECIFIED 40"STRAPS SECURED TUO BEAM VIA� W1 /•, -It p W/(9)1001 NAILS/END F LOOK DEPTH tE 16" HORIZONTAL 2x01 SPF 02 HEADER PER BLOCKING STUN TRUSS (1811bd NAILS,MIN. �• p a W- EDGE NAIL SHEATHING TO TOP 1P '1 (NOT REQ'D WHEN USING (4)10d a KING %, BEAM SECURED VIA WOOD-TIE ROD t 11iJ¶ PER REQ D SHEAR WALL WOOD•TfE ROD$J STRUCTURAL II CONT 2x4(MAYBE OMITTED IF fU MSTAIS 15 USED IUDOp•TIE ROP THROUGH ,�/ / (1)HTT16 W/fl8rbd (MAY BE ROTATED O STUD-TO-HEADER GENTERLRNAS BEAM T. 180•TO CONCEAL FLANGE) EACH END AND � FROM BLOCK-TO BLOCK ACROSS EA TRUSS) 3x3x1/8"WASHER tNUT. � 'j NAILING& PLAN � ��'.%- ATTACH 2ND FLOOR STUDS TO FLOOR TRUSS OR I-JOISTS EACH PLY. IST FLOOR STUDS OR FLOOR UPPER FLOOR STUDS t0 LOWER I0d w 6"0/0 FROM ji i • / BEAM W/40'LENGTH(48" F FLOOR STUDS OR LOWER FLOOR TRUSS-TO-}E AND APA OR TECO RATED \ CONT.2x4 t0 2x4 j FLOOR DEPTH M 16')OF CSI (2)•2 SYP TOP 1E. BEAM WITH 40" LENGTH OF C6I6 M-TO-STUD CONNECTOR SHEATHING W/CU ROW OF / BLOCKING ! V1/ U- SCHEDULE FOR SPACING ATTACH FIN OF WINDOW8d NAILS 3 O.C.At TOP HORIZCNTAL 2x4 SFF 02 STRAPS a 32" O/C W/CII)IID FASTEN W/!2)ROWS 1001 STRAPPING w/111J10d/END, II d/END(CENTERED ON FLOOR 12"o/c W/MIN.02)1001 N CENTERED ON FLOOR SYSTEM SECTION / SPF STUDS CONNECTOR!SHEET STI) TO HDR/NAILER (INTO HEADER)NO SPIN'S ' BLOCKING BTWN TRUSS j SYSTEM)OR USE WOOD•Tte LAP(U1N.0-MIN.24" LAP QS WOOD-Tie RODS •4'o/c. LU 2x4 "2 SPF NAILER a REQUIRED w/UPLIFTS UP RODS w b'O/C(4'O/C w ROOF SHEATHING ���-uuu INTERIOR WALLS). CONTIMUE SPF STUDS ALL JACKS TO HEADER JACK AND KING STUDS, II TO 1000•/TRUSS. IF TRUSS S A APA OR TECO RATED MSTAIS W/l6r0d IN QUANTITY PER CALLOUT EACH TRIS$MUSUPLIFTS EXCEEDT' STI WOOD BEAM 1 QUANtITY/SIZE/caRADE/5PECIEB SHEATHING OVER SPF STUDS HEADER 16)1001 IN JACK ON STRUCTURAL PLAN I I _ CONTINUOUS 2x4 SPF n wr l3) UJOOD#TIE BEAM CONNECTION ,4LTERN/4TIVES -i OF STUD COLUMN SPECIFICATION CONNECTED t0 THE ON STRUCTURAL SHEET(SI OR 42 SYP PT BOTTOM M w/SPH4/b/8 w iR"0 x 4-1/2"EMBEDMENT HEDGE II HEADER SEE 51 i i• w 131x3"NAILS TO EACH TRUSS 82)THROUGH FLOOR SYSTEM TO 32"o/c OR WOOD•TIs RODS •6'0%. ANCHORS Q$EPDXIED ALL -"' ENGINEERING SHEET. i , VERTICAL t e 6"o/e.131x3" 1/2n = it-mtt FOUNDATION AND ADD CU CSI6 THREADS • 32"o/c W/2x2x1/8" ' BOW WINDOW TRUSS TOP CHORD NAILS TO INTERMEDIATE PER PLY ACROSS FLOOR WASHERS OR 1U00p•tte RODS w OPTION II FASTEN ADJACENT j / j j BLOCKING ADD(V MSTA18 SYSTEM COR WOOD-Tia FOUND RODS " KINGS AND JACKS W/(2) i ' /• ; /' % STRAP W/(1)10d/END w EA O 1/2"0x1"EMBED A.B.w/1"x2"xl/8" 4 0%.U100D•Tte RODS w FASTEN ADJACENT KINGS II " � � (3)ROWS OF 1001 NAILS a CONT.TO FOUNDATION). INTERIOR BHEARWALLS ADD AND JACKS W/(2)ROWS ROWS OF 1001 e 8 OG. HEEL/END VERTICAL % / �' % , i" SPLICE MONT.2x4 MAYBE - _ (1)ROW OF I0d NAILS e= 8"O.C,STAGGERED AS WASHER AT 32"o/c OR iR"0 WOOD-Tic RODS a b'o/c W/SHOT PINS a 24"o/c EITHER 24"o%SHOT PNS QS Ibd OF 10d a 8"O.C. WOOD•TIE ROD ADJACENT / i Ibd A A a t0 KING STl1DS EACH SIDE TOSS j / / % i , > FROOMIM B IF(1)TO BL 15 USED r+ `y C 4"O.C.STAGGERED,1 n • • SHouN £A PLY. OR CASE RDS 18"o/c. CASE HARD NAILS s 18'o/c. 1/4 OFF d OF 2x6. / ��/ � Furl BLOCK-TO BLOCK rT x v l U OF OPENING 2 6'-0" � / / %� ACROSS EA TRUSS) (I)ROW OF 1001 NAILS a 6"O.G. • � ll/• c.7TI STAGGERED,WITHIN 3/4"OF , SLIIL II 1/16"APA OR TECO RATED i % % ! / CENTERLINE CF 2x4 1 r✓-/8 • • n' j-•L:.- : ALL JACKS 70 BOTTOM OPENINGS GREATER THAN SHEATHING ll/6"/8•o/c 801 NAILS % / / 21/211 . ■ - - / 1E: SHP4/6/8 PER JACK b'USE 1/2"0 OR 3/8"0 - BLOCK ALL PANEL EDGES. j / // i/ i i ! i/ i • FINISH ! • •. ' ANCHORS At 48"O.G.OR • • GRgp 4 b x 6 - W1A x WA WLLF ° 1/4.0 tAPGONS AT 32"OC. • OR FIBERMESH II „ • 1 1/2 • WATERPROOF DOUBLE TOP f1? OF WALL • . BARRIER 'ALL CONCRETE MINIT RIM 1R1J55-TO-E CONNECTOR •'• DRAWN YES 2500 PSI COMPRESSIVE TING(SEE SEE TRUSS SCHEDULE FOR0. FOOTING TO BEAR ON UNDISTURBED SOIL STRENGTH e 28 DAYS., TYP FOUNDATIONTYPE(DTI..A t B/STI) tA 1 1)0 DETAILS) 2" 15/8" NOTE: MASONRY (THIN 8" MAY RI USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS STUDS/SHEAR WALL 1 1/2" SPF OR SYP Zxb CHECKED LAP (IF USED)WITHIN 8 OF BEARING WALL ENDS AND WITHIN 8 OF POOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. BUILT-UP COLUMN TRADITIONAL METAL CONNECTORS I1100D•Tte ANCHORING& RODS 12 SPF OR SYP 2x4 PLATE HGTS. UP TO 16'-1 1/a" 81 SPF OR SYP1x8 SCALE 3/16 M BRACING OF TRUSS HEELS BUILT-UP COLUMN BUILT-UP COLUMN DATE 8/15/02 BI MULTI-STORY TYPICAL WALL SECTION STI TYPICAL OPENING FRAMING DETAIL - U.N.O. STI COVER Ire" TALL) AT SHEAR WALLS PLATE HOTS. UP TO 12'-t 1/8" FASB LL SHEAFRAMING HNG5-T-To POST FOR MIN ��-IES. PLATE WSTS- UP TO 20'-7 ]nil = 11-mit 1/211 c 11-mit 1/2 11 = 11-mil 12" O/C OR GYPSUM-TO-POST W/MN 5d'5 a 4"O/C�L �L �L OB NO. STANDARD •TYPICAL CONNECTIONS a STUD MULTIPLE PLY POST CONNECTIONS SQFT, DETAILS COLUMNS,JACK-TO-KMCS STUD TRUSS BOTTOM CHORD MAY ASSEMBLIES. COMER POST.ETC. TOP PLATE MAY B£ it I u BE BRACED WITH EITHER (U WOOD•Tte ROD ADJACENT TO STUD POST IF PORCH BEAM 15 NOTCHED TO ALLOW PORCH 1/Z THE 1x4 METHOD OR THE CONVENTIONAL LUMBER 12x8,2x10,2x12,ETC). (1)WOOD-TIE ROD MEAN TO BE LET IN TO BLOCKINGS METHOD. EITHER ADJACENT TO EACH SIDE OF POST tF PORCH BEAM IS WALL PROVIDED THAT 11J ROOF SHEATHING SUPPORTED EDGE METHOD IS ADEQUATE AND ENGINEERED LUMBER(LSL,LVL,PSL,ETC- \ NAILING PER PLAN DOES NOT DEPEND ON THE 2x4•2 SPP POST IS ADDED DETAIL TO BE FOLLOUED AT ALL • _ " �` '•�.\-A- TO EACH SIDE OF PORCH Ile11'OOD Tie Anchoring Rod System consist /: diameter,A307thrcadedstcelrods OVERHANG DIMENSION. SEE TRUSS ENGINEERING FOR MAX LOCATIONS WHERE EXTERIOR WALL BEAM TO SUPPORT TOP 1E. secured to the foundation via an embedment of not less than 4-1/4"into 2,500psi concrete with an edge o/c SPACING OF MRACING-SEE RUNS BETWEEN TO PARALLEL TRUSSES. � G S►'r�'•. A NO.2 SYP 2x CONT.TO TRUSS t PORCH BEAM MAY BE NOTCHED IN ADDITION,(1)WO=-Tie distance of 2"(3"when 2x6 framing is used)and secured with Simpson AT Acrylio-Tie two part epoxy,or ,' .; Q �. 14.IB.'91 FOR ADDITIONAL TRUSS t u TOP PLATE W/.131x3" -MATCH AROUND TOP PLATE PROVIDED ROD SHOULD BE INSTALLED other two-part e x with equal or higher allowable tension loads for the identical application two-pall 11 1/4 MAX BRACING INFORMATION. ROOF/FLOORepoxy q gh PP' epoxy BOTTOM CHORD OF TRUSS EDGE NAILING SPACING OF THE TOTAL DEPTH OF THE BEAM IS TO EACH SIDE OF PORCH TRUSSES cJ The rods,a single,continuous rod or rod segments coupled together,culminate directly above the top plate (UP TO A 2x12) SHEARWALL SHEATHING >9-1/4"UNLESS NOTED ON THE BEAM AND(I)MSTA24 with a 3"x3"x10ga or 1/8"thick steel washer and nut where it secures the plates against vertical movement. i ° (EITHER 6"o/e OR 3"o/e). STRUCTURAL SHEET SL SHOULD BE ATTACHED TO The nut should be tightened until the washer shows the slightest example of deformation(about 251b•ft of j - • .^. (I)SIDE OF EACH TOP fE • / 1x4 SYP GONt BRACING torque). At exterior walls one HOOD Tie and should be installed at each coma post-on the side ofthe post / Ay W INTERIOR WALLTW/giA6LOSEST TO A PA OR w/(2)10d TO EA TRI56, CENTERED ON THE JOINT. 2X4 02 SPF with the overlapping upper-most top plate-and at not more than six feet on center there after.Openings " DO NOT SPLICE -OVERLAP • TECO RATED SHEATHNG W/tad a 3" LEDGER w/ greater than six feet in length should have one fl'OOD Tie rod placed at each side ofthe opening.At interior I `." w};•., jl f^+�\ ,\' JOINTS MIN l2)TRUSSES (4).131 X 3" walls,one 11'OOD•Tie rod should be installed at each comerpost-on the side of the post with the J, �J r.S v•''1" -3�, O.C.AT ALL EDGES AND 12"O.C.M THE FIELD - BLOCK ALL EDGES NAIL POST TO TO EACH overlapping upper most top plate-and at not more than four feet on center thereafter. Additionally,ifno t 1ii`. (MATCH NAIL PATTERN SPECIFIEDV VINYL SOFFIT W/ll)ROW OF TRUSS P segment ���/// LPORCH HEADER NTERv ECTING other hold-down is present,a 1100D•Tie rod should be laced at each end of each shear-wall ent ifthe m m ����`/(i�y�>y FOR SHTN'G s 5W BELOW). 5W AND 2xd•1 SYP 70P B end ofthe segment does not coincide with a comer or opening. For two-story walls,walls over 11'high,or 5E WALLS ONLY. 3/6' APA PORCH BEAM, .131x3"NAILS w 2" MEMBER- l3) 131x3" certain other applications when a single,continuous threaded rod can't be used, up EDGE OF 2x NEED NOT BE SHTN'G w/6" SEE O/� USE WHEN PP g1 , ed a coupler should be used to FLUSH W/EDGE OF TOP M. FASTEN SOFFIT TO o/c bd STRUCTURAL BOTTOM NAILS a join two or more pieces ofrod together to create a continuos path from top plate to foundation.The coupler Ix4 NAILER w/(2)1001 EACH should be low-carbon steel with a cross-sectional area ofnot less than.20 square inches,ideally 13.:"long X SHEET OR 801 TO 1x4 SHEET$1 FOR CHORDS ON 2x FASCIA OR a EA 16"O/C STUD R l� TRUSS OR 11/16".Each rod should be threaded not less than'/.'into the couplerand the two rods should make contact at MTL FASCIA THRU, 6 MA NAILER t 2x MINIMUM SIZE. DIFFERENT SOFFIT TO 1x FASTEN G14AJWUEL TO FRAMING, FASCIA SEE DETAIL A/B FOR STUD HEIGHTS ON LEDGER ornear the middle ofthe coupler and be tightened so as to prevent the movement ofthe coupleroreither FASCIA w/ SIDING OR MASONARY VENEER tu/ SIZE/SPACING REQUIREMENTS. OPPOSITE TO threadedrod. APPV'D NET O.H. APPV'D FASTENERS MAX a 6"o/o ET O.N. SIDES OF BLOCKING. At exterior walls,APA or TECO rated sheathing,or 5/16"Nardi-Panel should be applied to one side of the FASTENERS a AT rO=W5 NOT 8r•ECFICALLY XMrnFl19 urT11 A NOTE WALL. wall.An additional row of 801 nails(6d with Hardi-Panel)should be placed at 6"o/c into the top plate SHEARWALL!SHEATHING t MAX 6'o/c. To•&HEATH PORT-W CEILNra,•tx4 CUtrMAX J5 DR4cm OVERHANG DETAIL FOR (3).131x3" assembly in addition to any other nailing specified for securing the sheathing to the frame. CONNECTORS PER PLAN MAY DE USM N Cot NCTION LL11T14 EIItlES A VNYL " TOENAILS a At exterior wall applications where the WOOD Rads are used to a resist roofuplifts,lifts,b resist STI 6OMfT/ LNYs MATMAL 99 D<MMOR•GRADE c"YMM OVERHANGS OVER 16 NET APP 8 ) P• ) CEtLNG BOARD OM Y F RATED FOR TWE APPLrww a E'8'� overturning moments,c resist lateral wind loath (perpendicular to the wall and d distribute shear-wall OVERHANG DETAIL FOR DE81614 M E881a&S FOR THE SPECFIC APPLICATION.TW STUD POST - (ply 2x4 02 SPF POST n8 ) n8(Perp ) ) U4 CONTMJOL15 DRACIN3 CTAT NOT�D R•o/c PER PLY OF PORCH BEAM FOR 2x4 02 SPF BLOCKING r0 loads(parallel to the wall),additional intermediate shear connectors are required.The intermediate shear O f OVERHANGS TO 16"NET rATTACWM To EACW WER29CTWA TIBIAS OR 2x BLOCKING,9 TOP PLATE BLOCK NM",/car led NA W,AND PHOT De Al-r'LMO To CONVENTIONAL LIJf"ISER 2ply 2x4 connectors may be either diameter X 4!4"embedment Threadcd/e Pied rods or 1/2"diameter X 4" 24"O/G OF EXTERIOR y p°' TIS 1501 IOM or TWE BOTrer't amain.tltmgR T1AtPt¢lAL 4 SPF POST PER PLY OF PORCH WALL embedment Powers Fasteners Blue-Tip Hedge-Bolts,located at or near mid-points between 11'OOD•Tie MJST BE ATrACWM To TIE C•ac 684'•AS PERSOMM BEAM FOR ENGINEERED LUMBER Anchoring Rods,but in no case more than 48"from any two anchor combinations;or'/."diameter X 1'/." N THE NSTALLA11CN MTT3JCT1"A880CLATFD UTH THE WMFIC MATER AL EWALERIL OR embedment TapCon anchors or.163"(or larger)diameter X 1'/s"embedment power-actuated fasteners, NOTE: located at or near third-points between fVOOD*Tie Anchoring Rods,but in no case more than 32"from any CONTINUOUS WOOD BRAG INCA two anchor combinations or 1601 cue hard nails at not more than 18"o/c. ':- THIS INTERIOR SHEAR WALL DETAIL IS INTENDED FOR USE N AREAS WHERE THE ' ji SHEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS 15 AN ALTERNATIVE TO At each side ofthe shoe plate joint,any one ofthe four intermediate shear correctors outlined in the C CONTINUING SHEAR WALL FRAJ1NCS ABOVE THE PLATE LINE TO THE ROOF DECK preceding paragraph may be used to secure the plate and prevent horizontal movement.The shot plate joint IF THE HOUSE IS TIED DOWN USING T7 N PORCH BEAM TO STUD CONVENTIONAL STRAPPING,REFER N TRUSS BLOCfGING futrnershouldbeloeatedwithin6"of the joint ( . ST1 ALTERNATE INTERIOR SHEARWALL FRAMING STI TRUSS BRACING 4 OVERHANG ALTERNATIVES The r�almons,w when t 3"edge ceiusedwia 2x6fra ng,the (•: �-� �- ST 1 WALL L DETAIL TO THE 51 STRUCTURAL SHEET FOR 2 PORCH BEAM CONNECTION STI DETAIL extesiorlocations,when installed as designed. When a 3"edge distance is used with 2x6 flaming,the typical u 1 It DETAILS. maximum allowable tension load for each unit may be increased to 3,499#at exterior locations. 1/4 1 -0 11<tl = 11-011 3/811 = 11-011 1/211 = 11-mll THIS DOCUMENT IS AN INSTRUMENT OF STRUCTURAL GENERAL NOTES FOR OEER'S SERVICE FOR OTHERS FOR CON- STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTICNL STRUCTION OF PROJECT STUCCO CORNSAS TITLED BELOW. BEAD 1" BELOW 4" LONG SLAB W/ 6X6510/10 WWF INFORMATION DERIVED STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. FINISHED FLOO OVER , MIL VAPOR BARRIER OVER CODE 4" GONG SLAB W/ 6X6Xt0/10 WWF SLOPE 3/4" X 12" STUCCO CORNER GLEAN, WELL COMPACTED, TREATED FILL FROM THIS INSTRUMENT 2001 FLORIDA BUILDING CODE (FBG) OVER 6 MIL VAPOR BARRIER OVER MAY BE USED __ _ ___ ASCE -98 CLEAN, WELL COMPACTED, TREATED FILLEXP. JOINT AT GARAGE DOOR BEAD 1 BELOW 4 CON( SLAB W/ R B X1 RIE WWF _ CAN NOT B USED FOR FINISHED FLOOR OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDG _ OTHER WORKS UNLESS Zr ___ CLEAN, LL COMPACTED, D SLOPE GRAD AUTHORIZED E3Y THE 1991 NDS VARIES =-= -=•-=-- - I I( — (1)04 REBAR CONT. s HEADER COURSE ENGINEER WITHOUT C211 4" CONC SLAB W/ 6X6X10/10 WWF = SLOPE ---------- - - ENT OF LEGAL GENERAL, — _ GLEAN, WELL COMPACTED, TRE TED FILL = DIMENSIONS ARE 4" 1 STORY RiC�HSMI I= IIOVER 6 MIL VAPOR BARRIER OVER GRADE MiN DISTANCES Q �I I I(_A.Design is void after two years from original date of issue, unless updated to acceptable codes and practices at that time. I I=IIII" II — =IIII= :_•___ _ $ — c — DIMENSIONS ARE= L�' �' r CLEAN COMPACTED 6" MIN DISTANCES d..Do not scale. Use dimensions from the architectural plan. Notify engineer immediately if discrepancies are found between plans. = =III = _ = _ _ III SAND FILL - --III =1 2 STORY t STORY W/ Z OR LESS COURSES, RE DESCRIPTION G,AII details shall be in accordance with instructions from manufacturer or designer. I=I II ,rar ahorin shall be the res onaibilit of the contractor. _ — _ CONT. - 1-STORY - — — — c0 0 POUR STEMWALL SOLID OR USE ICD"x20" FTN'G 1 . .. . . _ CLAll temporary g responsibility I=IIII=IIII =IIII=III III (2)5 OR (304 CONT.- 2 STORY IIII= = I=I =6 MIL VAPOR BARRIER /O BRiCK —_ I (TYP. VERTICAL REINFORCEMENT). 04 DOWELS 2 - _ — e CORNERS 4 48"o/c THEREAFTER - BEND F N TA Ion I=IIII= 1 STORY III—IIII= IIII—IIII IIII I=IIII—IIII IIII= I I I I I I I 1 I I I I I I I ALL DOWELS g TOP t BOTTOM,EMBED 3 _ OU D —III �, —IIII=11 —IIII 12 _ I W/ ICK „ !1)•4 CONT. MiNI1"iLtM 6" INTO FOOTING /12 INTO SLAB A.This design has been completed in accordance with pertinent standards, recommended design soil parameters, and accepted 20 _ — (GROUT ALL CELLS W/REINFORCEMENT) - III—IIII—IIII 15T FOOTING SIZE • MAX. STEMWALL HEIGHT: (5) 4 engineering design procedures, and is based on the best information available at the time or completion. The design is intended 2 STORY) WiO BRICK 12•WiDE W/1204 OR(2)5 CONT. 8" COURSES WALLS > (5) 8" I$TORY FOOTING SIZE to minimize differential movement resulting from the heaving of expansive soil or settling of subsurface soils. It must be recognized wi BRICK 20•WIDE CNCLUDNG LEDGE)w/1304 OR 1205 COURSES HIGH REQUIRE W/O BRICK 20IIIx8"uu 1204 OR(225 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 d w/BRICK 20"xB•wr c3r4 OR 4225 CGNT. W/O BRICK 16"WIDE W/(304 OR(205 CONT. REINFORCEMENT. 2 STORY maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, and W/BRiCK 24"WIDE(NCLUDNG LEDGE)W/C4r4 OR(3)5 W/O BRICK 20"x10"W/4304 OR!22'5 Cora. �E�R I NC-c STEP D O UJN W/BRICK 24"x10"W/(404 OR 4325 CONT. finish work above the floor slabs, etc. &Design has been based on a non-expansive soil with an allowable soli bearing capacity of 201' psf. Active EFP= 30 pcf (level backslope). 1 TYPICAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL C,.Backflll adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to the Floor system above or adequately braced to prevent damage to the wall. 0,Refer to the Geotechnical Engineer's report for all soil requirements For this site. F-All Foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or wall. SEE STI FOR VERTICAL WALL CONNECTION P The location of Foundation jogs, steps and top of wall elevations and connections are critical to foundation performance. These items 4" CON( SLAB W/ 656X10/10 WWF B 1/2" are shown on the plans but may change during the actual construction. As a result, this design can not address proper foundation OVER , MIL VAPOR BARRIER OVER • MAX. 2 COURSES p y 9 9 CLEAN,WELL COMPACTED, TERMITE 4" CON( SLAB W/ 656X10/10 WWF �� A80VE SLAB LEVEL. SEE STt 1=0R VERTICAL configuration unless stated specifically on the drawings. TREATED FILL OVER 6 MIL VAPOR BARRIER OVER STOP LATH AND 5 I/2 WIDE GONG. TO TOP AT MAIN Builders SLAB LEVEL. TOP TO GARAGE FLOOR WALL CONNECTION. CLEAN,WELL COMPACTED,TREATE FILL STUCCO COMER VARIES± MAX 5 11111 (HEIGHTS EXCEEDING (IY4 CONT. IN SOLID GROUTED CONCRETE _ — BEAD i" BELOW WIDTH REQ ADDITIONAL ANALYSIS) U-BLOCK COURSE FirstSource FINISHED FLO TYPICAL SLAB VARIES i� ---- A,Detatl reinforcement 1n accordance with AGI 315-80 (Revised 1988), Detailing Manual. Minimum concrete cover for reinforcement _ __ 11A11ri—N -- _ 4" GONG SLAB W/ 6x6x10/10 WWF _ OVER 6 MIL VAPOR BARRIER OVER OfJacksonville %-�t " _ TYP. VERT. shall be as Follows: — I=IIII — I — I IIII,=IIII, IIII- CLEAN0 ,WELL COMPACTED, TREATED FILL REIN — _ Desi nCenter Inc. 1) Concrete cast against earth 3" =IIII=IIII= II(IIII II I=III(= IIII-- =6 MIL VAPOR BARRIER SLOPE _ g __ 2)Formed concrete exposed to earth or weather 1-1/2" —IIII I III=I I I I IIII I=I III=III I=I III= GRADE — _ _ - - — =IIII=IIII_ — — II 3) Interior slabs, walls 3/4" IIII—IIII—IIII =IIII 8„ = I1�4 CONT_=I SAND FI�MPAGTED —IIII I�I I—IIII I I TYPICAL FOOTING �INFORCEMEN 6550 Roosevelt Blvd. II be 28 days. =IIII=IIII= IIII=IIII _ _ _ — _ SEE '/ST2 FORT �.Min(mum compressive design strength of concrete used For foundations and slabs Sha 25M psi y I=III IIII=IIII=IIII =IIII—I I IIII=IIII=IIII Jacksonville, Florida C".Retnforcing steel shall conform to ASTM A615, grade 40. 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=III►=11 t I _• -. IIII=IIII 32244 Minimum la of reinforcing shall be 40 bar diameters, but not less than 20". =IIII= IIII= Tel 904:i�2-�ol� F_All concrete operations, including but not limited to mix design, mixln transporting, g g, placing, reinforcing detailing and placing, curing, p '' 1 TYPICAL FOUNDATION IM IIII—_ _=HIM Fax 9431'1-2835 and testing shall be done in accordance with the requirements and application of AGI 301-84 C85), "Specifications For Structural Concrete". STEP DOWN IMENSiONS A IIII IIII IIII IIII II NON-LOAD BE�4i�iNC-� -� TURNED DOWN EDC->:E M.DISTANCES �= >> 2 FOUND�4TION �T C�,41��4C�E 2 FOUNDATION AT C��4iz,4C�E A,.Framing lumber shall be as follows or better: 2 x Rafters/Beams/Joists n SYP 199'- M.G. I-Joists Provided by TrusJotat, or equivalent. 4" CON( SLAB W/ 656X10/10 WIJ.� Engineered Beams Provided by TrusJoist, or equivalent. OVER 6 MIL VAPOR BARRIER OVER Plates 02 SYP 19go M.G. CLEAN,WELL COMPACTED,TERMITE HEADER BLOCK OR OVERLAP SLAB RECESS SLAB 3/4" FOR Studs "2 SIF 19go M.G. - Typical - Unless Noted Otherwise TREATED FILL 2" 1 I/2" Stud Grade SPF 19io 2x4 up to 8'-1 1/B", one story residence only except partially enclosed structures) FORMED d CAST e THRESHOLD ft-All nails shall bet a M.C.OCcmrC. (2x�rt" unless noted otherwise. Options to using common nails are as follows: STEP DOWN I-1/2" DEPTH = ACESTUD + 1 15L (FROM K.) type OUTSIDE FACE OF BLOGU 12d=10cI=0.131"x3" Gun Nails - -- ------ VARIES __-, •_ RECESS SLAB 3/4 FOR Sd=09911x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3. IE: Sd 6"/12"o/c becomes = Fulml, — _ � _ - -_ _ 4 CON( SLAB W/ 656X10/10 WW'r =:'� rte- OVER 6 MIL VAPOR BARRIER OVER " �� �� =1 I I 1=III 1= = = GLEAN, WELL COMPACTED,TREATED FILLTYP.SLAB .0999 x2 1/4 a 4 /8 o%.) TYP. SLAB I iG,Whe_re not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, ASCE -98, i=�T-_- __� - _ .,- _- - -. _-- _ _ _ _________ _ - 11 I I I—I I_I — — I I I=I 11 12::=: I PEN I i I and/or 199'1 NDS _ _ _ referenced above. All sheathing must be nailed or screwed d adhesives SHALL NOT be used in place of nailing. — I 1=IIII=IIII= =IIII= =i l I I IIII=IIII=IIIILH =IIII—IIII=IIII IIII=IIII=1 Metal connectors to be provided by SiMPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in Iteu of = _ _ _ _ =IIII=III —IIII II=II IIS, YPICAL FOOTING CLEAN COMPACTED —IIII=IIII—I II TYPICAL FOOTING - SEE 1/ST2 FOR III—IIII— III—I I _ _ IIII _ — SEE I/ST2 SAND FILL "' SIZE/REINFORGEMEN specified components. _ — _ _ 2)'4 CONT. -STORY IIII IIII IIII IIII FOR SIZE/ —III I—IIII IIII=IIII—III All exterior walla to be sheathed with min. Z/16" O.S$. with Sd m 6" o.c. along panel edges, 12" or-- in field (8" with partially enclosed I I I I=IIII=I I I N =IIII=I I I I =II= 4205 OR 4304 CONT.FOR = — _ I — REINFORCEMENT III—III IE:—III I structures), except as noted on Structural plan IIII=IIII=� = 16' = I IIII 2-STORY III„III IIII III = IIII IIII= F En sneered componets (trusses, [-joist, etc.) shall be installed per manufacturers specifications d directios. — 1 STORY = I, IIII= TYPICAL FOUNDATION _ g — = — 0-AII permanent bracing of trusses with continuous lateral braces shall be diagonally braced per H15 .11 spaced not more than 16 feet o.c. and 201 = • —IIII— .— I I=I I 11-111= I=I I — not more than 4' From end of continuous lateral brace. 2 STORY 1111=IIII-I 111_1111 SEE- 12 INTERIOR E3E�AIRINC�x IIII=IIII=IIII= =IIII=IIII= .1 0 A.Detail, fabricate, and erect steel according to A15C g STEMWALL STEP DOWN 3 FOUND. ,4T S.0 .D. � FOUND_ AT S.0 .D. � —1 "Specification for the Design,Fabrication, and Erection of Structural Steel Buildings", 9th edition. I L Structura I steel sha I I be: Except as below ASTM A36 Pipe ASTM 553, Type E or S, Gr. B 4 CON( SLAB W/ 6X6510/10 WWF \ OVER 6 MIL VAPOR BARRIER OVER HOLD HDR SLK Tube ASTM A500 MARBLE SILL CLEAN, WELL COMPACTED,TERMITE TO OUTSIDE G.AII bolts shall be A30"1 unless noted otherwise. TREATED FILL 11/2" D All welding shall be by a certified welder. � 1-1/2” TYP.SLAB 5" MAY VARY TILE HAND TOOL ALL CONTROL JOINT (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE 4" GONG SLAB W/ R BARRIER WWF MASONRY IS WORKABLE OVER 6 MIL VAPOR BARRIER OVER — — — PLAN) CLEAN, LL COMPACTED, TREATED FILL ' A.Concrete block shall have a minimum compressive strength, f'm of 15"psi. Masonry shall be laid up using type S mortar only. -IIII=II.1= I-IIII=IIII Any masonry in contact with earth shall be grouted full. Grout shall have a minimum compressive strength of SafA�psf. _ � _I=IIII=III— —IIII=IIII= ELAII concrete masonry operations, shall be done in accordance with the provisions of the latest applicable recommendations of the o �- ---- - - ACI Manual of Standard Practice. _ _____ _ ,��� � I ` •.I IaII =IIII=IIII=IIII IIII—IIII=IIII e o C.-Lap all vertical reinforcing a minimum of 20". IIII IIII I I =)III=I I((=I I I I TYPICAL FOOTING - SEE MEI (-Provide horizontal Joint reinforcing at 16" o.c. vertically. Reinforcing wire shall conform to ASTM AB2 and ASTM A16-i TYPE 304. SIZE/REiNFORCEM _ =IIII=IIII IIII=IIII--�1—� � IIII IIII TI TYPICAL FOUNDATION II I, III IIII=IIII 6" = II �:. .. -: - �•-�� IIII= �--- MIN. SUNKEN SHO�uE R DETAIL IIII—IIII—""—IIII—I I c� --� 13 9 CONTROL JOINT � FOUND. ,4T DOOfi� SILL �. FOUND. >4T DOOM SILL DRAWN BAM,RW CHECKED LAP STANDARD FOUNDATION DETAILS SCALE NOTED DATE 1/11/02 JOS NO. STANDARD I" AIR SPACE (1)04 x 2'-0" OVER �AS 4W3 MUST PASS THROUGH 8"xs" CHASE IN TRUSS DETAILS BRICK VENEER A LEVEL BELOW F - - -`- GONG.BLOCK STEM r b�r .L_ EXTEND FLASHNG BELOW SHOE PLATE SLOPE --- I — I I—I I :`.�• — — WALL. ,\\\\\�aitiiilJ Ihlnpi/�2yN FOu� ,.,j j I O� �O1 �i EXTERIOR WALLS HAVE THE EXTERIOR METAL oR PLASTIC GROUT SOLID GRADE — — � u a (� L SHEATHING FLUSH WITH THE FOUNDATION. (POLY)FLA5HiNG AROUND PIPE GROUT SOLID = �t� PULL ALL INTERIOR WALL DIMENSIONS — — � ••' fir'' FROM OUTER EDGE SLAB. WEEP HOLES s 48" O/C .Q CLEAN COMPACTED •.•.-'- _ AROUND PIPE -� l�®ool vertical construction . . _ _ • 3/4" (NOM.) STUCCO OVER LATH d PAPER SAND FILL I I—I -III G .z f Z 8 MiN - DEEPEN II III i = CJ ®�� a o Foundation 1/4" GAP BETWEEN SHEATHING 4 CONCRETE FOOTING o CHASE TYPICAL FOUNDATION TYPICAL FOOTING - SEE 1/ST2 _ =I . . 1=0R SIZE/REINFORCEM _ Q LOCATION AS REQ'D TO �9 PROVIDE PROPER details for cla r i t wood \ FOOTING DEPTH. - = Q �TUCCO STOP - - UTILITY I i �f�avA�. cm u I c f o r other structural 1 � Q LIGHT COAT MASONRY "DRESSING" TO FILL FILL VOID BETWEEN SRI UT i L i TY GI��SE UTILITY L i T1' CN,4SE � / y1 cit ff BLOCK VOIDS AND/OR HONEYCOMBS VENEER 4 FOUNDATION Q111 .vertical construction I �1TFLLLSAOLI FROM ,p `� FOOTINCs TO UNDERSIDE OF PLAN N acceptable - Se�r STI I f Or FLASH(Ws a Q Q ���I �� STUCCO DETAIL BRiCK DETAIL SHEET s �ci f`ics. 15 14 MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE STUCCO ADDENDUM BRICK ADDENDUM STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS e) T 2 OF - SHEETS