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FUIBUILTMA5ONRY m Q W RIGHT SIDE ELEVATION Q W 12 1 - �9 w — -- 0 5, w Q - - o z i d 0 O 07 CEDAR 12 5HAKE5 9 /�ti► 12 41 DORMER PLATE DORMER PLATE u u u u --La a Ld LOW PLATE OF f,. BEDROOM 2 (FRONT) 'n a EAST POOL HOUSE ELEVATION u 0 o W a r co — 2ND FLOOR Q W W 12 --- - - - ----- - -- 19 Zo — -- —u � I 00 _ N mo co- - - -00 — — - o 1 [ Q LIVING FLOOR I I LIVING FLOOR - I LOWEST GARAGE FLOOR Lrl BRICK APRON Z 5OUTH POOL NOU5E ELEVATION ,r 0 1 N FRONT ELEVATION 3 C( W j,� f -------------------------- C:\I7raftinq\patlbonl9\Chris 12th%\FinioMrawing5\Elevatlon52,dwq,4/8/20101:12,21 PM,ARCH 17(-56,00 x 24,00 Inches),1:48,Jim c0llam 1 OK - lt Ct,` Pv` � ^ I 0 CRICKET FOR UTILITIES SEE ROOF PLAN W W J u 12 Z 19Arg JQ a o _ HIGH PLATE OF BEDROOM 2 (REAR) (Y N { --- — - -------------- -- 0 $ 4 i� - -i,---- --- -- -- --- ZN :�E >-0) i Li �--0 � � o } Qq Li Of 00frame I a-m Z O —._ _ opening __ ---- 3 NI u 12 00 QC0 ' 10� L_ _ — J - -- - 12-- J a N 0) Z 7 3 2ND FLOOR MASTER BEDROOM -- - -- . PLATE N i z z ii QO rn' rn Lu z' CD 0 �Q Q I Ll 0-) o< N O p I 1— d: o L-1 Of W 0 '^ O u, IL LIVING FLOOR LIVING-FLOOR W U Q 4J O W N I U F- m QW k LEFT 51 DE ELEVATION J �. P � _ W B a ,a � 0 0 W "k3�x W/DORMER —N 0 Z "r # 0 d U 10' 3r-- f � f - 12 H + ' W/OUT DORMER 12 10 12 z a10 44 rH RT, k „ l A, i LiIfll- �A`q, F i I O 5: WE5T POOL HOU5E ELEVATION i \I I 12 p D w �I N / ' W W L— - IRU SEE SECTIONS MASTER BATH RAFTER lit, q BEARING {1 12 II ` 7.2 5 j T; ----- -------- L -, f 9 " I co O i ! I i� jLLJ -L- -- i \ 1.1 1 m 00 a I I 0 o I I O N i j 0 I J � I Q W ! UI 0 SSG o - LIVING FLOOR - - - --— a 1 W � 35� NORTH POOL HOU5E ELEVATION REAR ELEVATI ON IN IL � 0 J , 4 ¢ k u 66 Skj: 4 t b k� t2 lig 71, t C;\Graftirq\partitaonl9\Chri512tk 5t\PInlshdrawings\Cross5ecticns,dwq,4/8/2010 10:33 ,FM,ARCH P(3().00 x24.00 Inches), 1;29,)gym gdliam 1 a d f , < t,- i §yj tf r i � d ` 1 � U W ' r U Shingle fasteners shall be 12 gage v z , with 3/8 — inch diameter head , of a l length to penetrate through the Z � Q roofingmaterials and a minimum of ` - -" V o y ; _ 3/4 inch into the roof sheathing . W Where the roof sheathing is less o J!, i \ g �o k - 0 than 3/4 the fastener shall penetrate the sheathing . _ � 0) , s� \ TEST PENETRATION IN A SMALL ROOF , rn Z 0� % N, N 4 b' AREA TO VERIFY COMPLIANCE PRIOR Q z o n = -. ' N 0) 1 ..:...: . i �: \ TO PROCEEDING .WITH REST OF INSTALLATION . SEE ELEVATIONS { t a 2X 12 RAFTER 0 � SEE ELEVATIONS 1 ` � �� � SAVE DETAIL AND AS SHOWN OR kt. PER ENGINEER 12 RAFTER CUT TO BE i= f . BEDROOM 4 ��� 3 1 /2 DETERMINED BY Z (� \ 2x10 OWNER AT A LATER S t �, 7 �- t ? WALL BOARD RAFTER , @ ; -- � TIME VERIFY PRIOR o x1 _ ( � ATTIC FOR � \ 24 0 C . 1 1 I TO FRAMING � �' —� � W I i EQUIPMENT _ o , It N W0i 2 min . ��� L W ATTIC {} - PLYWOOD z FLOORING ,10 - ATTIC Q t k; -- ----- ------- --- - -------- - ---- —— ' W t PLYWOOD ATTIC N z _ _ FLOORING � o t''/ 1— .. . . . . . 2X1 2 CEILING - . — — -- - - -- Q i Q - ' wIN JOIST TYP . 24" DEEP 2X 1 2 CEILING � OPEN WEB Q W _ JOIST f w FLOOR TRUSS J _414SYSTEM a k '1' � 2X6 STUD WALLS :F � 0 Q I� w SEE FLOOR PLANS I o i O a 0 i I � U n 7 tyt ' KITCHEN FAMILY ROOM MASTER BATH / r' O Z LLJ Z f ' 14. x>_ MSLCONCRETE SLAB FLASH 0 , > II t .. , ' Xx—X—>F -- BRICK APRON W/ t1 0 0 METAL TIES @ � n �' 16 0.C. E.W. W W C k THICKENED SLAB @ BEARING WALLS WEEP HOLES @ 4 (� t 8 H RIZ g({ } 4T t GROUT FILL 0 BELOW WEEP HOLE N o 0 zAt NATURAL GRADE VARIES FROM APROX. 10 MSL TO 12 ' MSL STEM WALL � N O FOUNDATION $>; t 0 ss { S £ t tli U Q $U: Z ,k � LC yy O , ,p i' kn,. s -5),1:24,jim clilliam ------ M�, C:\l9raftincj\par0ticnI9\Grl5 j2t�%\Fini5kdrawincl5\Cro5r,5cction2.dwcl,4/5/2010 1:14:49 PM,ARCH P �(9.00 x 24.00 Inch, LL u w u r1r) SEE ELEVATIONS 12 EAVE DETAIL AND RAFTER CUT TO BE 9 0 . . . . .. DETERMINED BY 0) OWNER AT A LATER �q TIME VERIFY PRIOR TO FRAMING zo KAfTER TAIL TPlM �o 0 (No) nO 5Cale A 4. SEE ELEVATIONS BEDROOM 3 \ 12 102" 10 . . . . 12 00 w �,A LL N' SEE ELEVATIONS 12 . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . LLJ LLI A� LLJ MASTER BEDROOM br) 0 Ld -z z 0 0 u GARAGE 0 7E 6' — 1 4'. Q0 A T u� LL] —X—X—X X— iR BRICK APRON SEE ELEVATIONS Y i 1v 1 v U F 11 1 o --�� NATURAL GRADE VARIES FROM APROX . 10 MSL TO 12 MSL 00 P 0 0 L UNDERSIDE OF FOOTING J!i �11;1 , A110, "i;i't: R N- 4 DIM . B GREATER z THAN DIM . 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CEILING FAN / LIGHT fan 1 1 1 1 1 1 1 l I I l a D PHONE �I I © CABLE i I � � cell: I I I I E j fan t I f a n EXHAUST FAN & LIGHT I I R R R R R R 1-- � UNDER COUNTER FLOUR. I I I I I I fan I C I _s I sli� EXHAUST FAN, LIGHT, & HEATEF I I 4' X 1' FLOUR. LIGHT IL--------------7 i I 9 0 ® CHANDELIER [77 I I floor I 2' X 2' FLOUR. LIGHT I plug: I FOUR TUBE I I I ON NITE LIGHT TRACK LIGHT I I R l I I EXIT EXIT SIGN I I I I 1 I EMERGENCY LIGHT floor^ I FIRE EXTINGUISHER � plug 1 I o o I BILLIARD LIGHT I I R PENDANT I i 1 i i N 0 T E S j M M 1.) ELECTRICAL WIRING PER NEC 2005 I 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, I I SINGLE PHASE, 15- AND 20-AMPERE OUTLETS INSTALLED IN BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT-INTERRUPTER LISTED I TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. M 3.) VERIFY ALL CAN SIZES flood #1 I I I floo #2 I ORAWINC NUMBER F I FR S T F LL O O R E L E C T R I C L— A M B E R T S O N R E S 1 L� F-- SCALE: N G E A _ SCALE: 1 /4" OR 1 /8" REVISED: PROJECT ADDRESS: DRAWN BY: � I I I A M 1 2tE STREET 2120 MAYPORT RD. ATLANTIC BEACH, FL DATE: 04/08/201 O REVISED: ATLANTIC BEACH , FLORIDA 904 249 0072 I OF 2 A R C H I T E C T LJ F?A L_ CONTRACTOR E L I T E H O M E S I N C . 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N P 0 0 L I REQUIRED FOR A-S IX ELEVATIONS shallow POOL — STYLE N 3 °It N deep 00 Q No M 8'-4" ' 40, g' AND GATES A-SEVEN WALL SECTIONS o Nrn --- PER OWNER ( y ) W for reference only - see structural ' A-EIGHT WALL SECTIONS and fireplace detail (for reference only - see structural) N ^� lands ,-ape i A-N 1 N E (for reference only— se-3 structural) POOL DE K - I 7'-1 1 15/16" A-TE N 2nd FLOOR FRAMING � not for layout (for reference only - see structural) -J 5-6 1/16 A-E LEVE N FIRST FLOOR ELECTF IC ( Z layout � not for lay A-TWELVE SECOND FLOOR ELECTRIC O � BACK PO-RCH Z O D I � --i MAIN HOUSE STRUCTURAL w� W Z I. 0 - Z A-NINE FOUNDATION PLAN U0, Lli7- NW L � CL I I r- S- 1 GENERAL NOTES N W O m i -' S-2 WALL LAYOUT — FIRST FLOOR W N U I S-3 WALL LAYOUT — SECOND FLOOR i I'> O ; 8,_1 1/16•' S-4 THREADED ROD — FIRST FLOOR A/C W Q W not for layout S-5 THREADED ROD — SECOND FLOOR �- v L --- -6 FLOOR FRAMING LAYOUT S J 00 LLJ I L_ S-7 FLOOR FRAMING Q W In __j S-8 SECTIONS W w S-9 SECTIONS 0 o o - S D- 1 FOUNDATION DETAILS I =I I LEGAL: W F_ F F S D-2 SECTIONS AND DETAILS °0 o 14.2' MSL LOT 3, �� i::LVA VERDE, 11 SECTIONS AND DETAILS 2 OF 2 n I AS RE�:��RDED I N PLAT BOG I; n0, PAGE 150, W 2 CAR OF THE. CURRE=NT MAI N HOUSE STRUCTURAL PUBLIC iz,=CORD5 OF GARAGE DUVAL CC�.'NTY, FLORIDA. S- 1 GENERAL NOTES fn J S-2 STRUCTURAL DETAILS Q ' 4= FRONT PORCH 5' F ONT YARD -BUIL NG LOT COVERH:; SD- 1 SECTIONS AND DETAILS LL - I r� F-1 n MAIN HOUSE (po r;'ie5 included) 40% RE R I CT I O N LINE POOL HOU5E- - 428 LL r ��/� �I) L W w N - - _ _ 112 DRIVE * WA; rervlou5 concrete) 418 j j W E - -- A/C PADS ---� 50 W w w � i ------ I J POOL DECK(bov 11 I.��t Included) 734 � ofs Q I �� 5' PERVIOUS �V ATTACHMENTS W W M CONC. WA l_K 16� TOTAL COVER/\ I 5726 0 L - 11474 ITEM 1 FORM 60OC-01 0 r M WO i L�, LOT FLORIDA ENERGY EFFICIENCY CODE I D PERCENT COVE-f 11 50% N I rrl ITEM 2 SEALED SURVEY \ City of Atlant14 Beach W O l� -- ' -— - Planning and Zon' Department Department E F'�/I 0 U S D __._ ITEM 3 TRUSS ENGINEERING This approval verMes comp once wm appMmb% I \ N zoning, subdivision on other local land IL °.o° I` C 0 f`__ RETE 'I C) PROVIDE i J L E T PROTECTION deveiapm®nt regulations, b does not constitute ■� rmfts. Compliance 0 ' with Florida BuildingCode and all other applicable L ° D; !V E I I F ANY r .)R ALL INLETS local, State and Feeral permitting requirements I must be verified by signature of the City of Atlantic IBeach Building Official prior to a Issuance of a w I NOTES: Building Permit. _j til -- U Q I __ 1 ) OCCUPANCY CLASS IS GROUP R—,3 Approved By ommu y eve opmen ire or In o N O T E S Date: 014 2 Z /p 7'-11 " 51 '-11 ' 2) CONSTRUCTION TYPE IS TYPE 5B 1,) ELECTRICAL WIR NG PER NEC 2005 2) ALL B APNCH ASF CIRCUITS AND THAT SUPPLY 1OUTLETS-VOLT,125 3) APPLICABLE CODES: SINW m INSTALLED IN B:11 ROOMS SHALL BE PROTECTED 2006 FLORIDA BUILDING CODE, RES D E N T I A L D BY AN ARC-FAI L 1 CIRCUIT-INTERRUPTER LISTED TO PROVIDE FIR) =CTION OF THE ENTIRE CIRCUIT, 2005 NATIONAL ELECTRIC CODE N 3J UNUSED 2004 FLORIDA FIRE PREVENTION COEE z __. 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I I S- 1 j � =:��6_1 6�__ � m � �-. � S-2 STRUCTURAL DETAILS 4 I � —_ It - - - I I - r___ I - 35' FRONT YARD LOT COVERAGJ�: SD- 1 SECTIONS AND DETAILS I I � � — - : _ _ � BUILDING 1 � 4 - _ - �� F� 171 I I __ - — - I � MAIN HOU5E (rotche5 incluJed)-40SIG I ! .. .. 0 - I RESTRICTION LINE I C= i 0 0 - - — - - --- - - — I POOL HOL15E---- 428 i C.D I � W W � ���� . En 0) � N 112 DRIVE * WAL< ,Ferviou5 concrete) 4 1 8 I I W > > W I __� A/C PAD5 —___ 50 1 L&J I ff ff U +E C) I I ___j POOL DECK (L)ov,l �iot included) —734 1 M-i i W W S Q:� "zz"_� ATTACHMENTS I examm I I < I '---- 5' PERVIOUS - � W W . � I TOTAL CCIVERA':.Iff 572G I L&. l I 0 � Pr) >_ CONC. WALK I G� t 7- I I I ____ ITEM 1 FORM 60OC-01 'kl� ­­L� I -r-) LiJ I LOT 1 1474 0 rr) r_-) I ­�j—-2 O'----------------r--- � (f) FLORIDA ENERGY EFFICIENC""' CODE m N I � Gr) a PERCENT COVE-'I I-. 50% \ — . ^ I it m I __ I ITEM 2 -- -_ O LO � I L W r- CD I ­_ _< �d 43 W = U 11 I I PERVIOUS � > ...- ITEM 3 TRUSS ENGINEERING 11 \ ,Q) ^ t ;0 9 = 'A j 't � .13 r_1 CONCF'ETE I 0 PROVIDE NLET PROTECTION . I 04 Q� z ,I 0 < CP � DRIVE ­ NLETS 0� 0 � :� VE .. � - ___ ­_ NOTES: 0 mr- 2 � 11 � __ __ � 11 ;-� C��i 0 0 J W W t �OQ < I- - � W " . 0 4 S IS GROUP R-1-5 = U) 0 � 0 10, � I N 0 T E S : �d V. C4 Z: 7'-1 1 P) 5 1 '-1 1 " 1 2) CONSTRUCTION TYPE IS TYPE 5B 9 11 —.---- __4::_ 1.) ELECTRICAL WIR�G PFR NEC 2005 0 :12 ff VIIIIIIIIIIIIIIIIIIIIIIII —VOLT, ;r4 pro 9 _�_,_ III 2.) ALL BRANCH C,:1',C'UITS THAT SUPPLY 125 3) APPLICABLE CODES: Ow m SINGLE PHASE, 15-- AND 20—AMPERE OUTLETS 0 0. ,..., 2 INSTALLED IN B:DPOOMS SHALL BE PROTECTED �;) �� D BY AN ARC—FAL LT CIRCUIT—INTERRUPTER LISTED 2006 FLORIDA BUILDING CODE, RES) DENTIAL �mo � TO PROVIDE FR)'ECTION OF THE ENTIRE CIRCUIT. 0"I rA� z I 1 CTRIC CODE �.) i N I . 3.) UNUSED 2004 FLORIDA FIRE PREVENTION CODE r- . § I I < - CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE 11 < - I I LL . 1) 0 . ­­ - - I I � Wall - 11 . . I L I . I -.-- __­_ ­ _ igNIN4"040 , m== �;w 11 I il I I 011, �,,� _� 9.1, 1".0m. I 0 11 I -90- I .I- 0 OC) — 0 �_O L: i . _____ ___ - _____ - - ___ ______ __ _____._ - __ - — __ - — . _ _ I— . ________ __ ___ ___ — . I 3'-2 5'-6 5HOWER, [3ATh 2A -001 8 DE) I LIVING PIR,31 2'G 00 POCKET 9' FLAT CEI L. TYP. I 7-) 5F-DROOM 2A WET EAR P R,2' 51NK H5 F- 2G50 2G3G 5'-2.. ................... 4'-5 10'-6 12'-2" 8'-8" POOL HOUSIE FLOOR PLAN 5 1 10 -------- 19'-4" 29'-6" 3 1 9'-8 9'-8 9'-8" 10'-2" 3'-6" 3'-6" 30�10 60�,Q 30GO . . . . . . . . . . Ln 12"WOOD T COLUMN5 CATHEDRAL CEILING MA5TER BEDROOM DACK PORCH If In 10 (o CNN 0 LLj 7'-1 4 4 3'-6 6'-6" 1/8" per foot --------------- 7'-6' 5LOPE 2'8 PR 3�40 . . . . . . . . . . . . PR.2' . . . . . . . . PR.3080 PR 30L30 61, Dw COMP, Lf-ty P x 00 5INK/ D15F L J y 00 DENCH I 5F�fTZEfNDING C\I TU5 Z 2'4 F i verify : I WALK IN ol location CL05ET C\j # GA5 KITCHEN FAMILY DAR. RANGE :0 1 C4 MASITER r- 5ta f: ed 1 51NK V 7'-6" 6'-5 �4 L 3' 2'4 WALK IN CL05ET # 2 5 KEN 8'-6 15'-6" 00 0 5h 3 REFER 04 PANT ICE Ky -J . :YF= Go 4' LAN D. (0 44. J;�ic 1 OTT (0 fihn-� 11' 7" 00 1 1 8,J I 8�T JQ" DINING Off ICE -ro L)MIUKA I Ivr- 0) CEILING 2'5 4 1 8'-7 BEAM5 2'8 2'8 locke-I-5 12"COLUMN5 19'-6" G"5TEF5// 7'-2 El El DIM TO CUR5 PROVIDE RANNAI 4"CUR13 WATER HEATING 5Y5TEM FOR HOU5E GREAT ROOM 48" 150�R� Z DIRECT VENT 0 0) El 04 qA5 flUPLA7 GARAGE F 04 N Lj CD 0 F-1 29' 0 CURB VAR.IE5 FROM 4"TO G" 4 3G80 ............ ................. CN -I L-i 5 0 5EE I 5EE 30GO 30GO 30GO 30GO ff LEV ELffV 5' 91 9' 5'-6 5LOPE HI3 91 x 81 Oh 91 x 81 OH 0 1/8" per foot FRONT PORCH LU IR U 12"WOOD 6" 2' 9'-3 V-4" 9'-3" �2 COLUMN5 y F1 FF-11 F-I y AREA5: FIR5T FLOOR HEATED -2G92 5ECOND FLOOR HEATED-1857 9'-6 9' 9'-6 (mcIUCIC5 equipment room*upper 5tair) TOTAL HEATED 4549 23'-10" 28' GARAGE 570 IF RONT PORCH 252 BACK PORCH 442 POOL hOU51f 443 DRAWINC; NUMBER F- I FZ EES -r F- L- C3 C3 FZ F= L-Ak L- AL M E3 1-= FZ -7- 14� C3 F;Z I -- I Mli FE 1= Er-' SCALIZ: 1 /4" OR 1 /8 REVISED: PROJECT ADDRESS- 1 2+,h STREET DRAWN BY: 2120 MAYRORT RD. ATLANTIC BEACH, FL Am Z DATE: 04,/08/201 C, REVISED: ATLANTIC BEACH , F-LORI [DA 904 249 0072 1 2 A6, FZ 11= I -T- I-- C:: -F- LJ FZ L- CONTRACTOR F-- L- I -r F-- C3 M F-=- I C; 30GO 30GO 5'-1," T 4 I-R' Z4 PR Z 724 rXV N -_41 �8 �4 Zr 3G8 - - - - - - - - - - - - - - - - - - - - 7'-6 14' 7 3050 3050 F_ -1 L _J 13EDROOM #! 4 CATHEDRAL CEILING 00 I C14 v 12"x I G" FLUE LINER > Q) Q) L - - - - - - - - -V) IF 5T f LOOR, 6 IP F BELOW <J0 7) (U 8' 5'-4 L 2 walk 1 in clo5et A/C ZGS fini5hed attic in 2' t3ATHA c L 7'-6 C"I A/C — CATHEDRAL CEILING L LJ COMMON N > 0 0 Q) C\j BUILT IN AREA C\1 Q) l'I R5T f LOOP, 5HELVE5 G) 13ELOW N N I T 0 0 A N 7D 0 DOWN N �::3-- Q) 0 C\1 C\1 (2) G"5TEP MODIfIED DOWN INTO ATTIC 3' BEDROOM 2 _j FLI 3. 8';7Ze 8'-4 2'G BEDROOM # 2 2' CATHEDRAL CEILING built 5 _0 up E J, Ow -_i %11 C'e� Icn) floor M V=M D t-"%r\ A U �2 0 U LA\UNDKY C\1 __ - Irr _.) L__j Li 5KY � 0 CATHEDRAL CEILING Ln LITE 0 walk 5'-10" 2' in cloret walk F 7F - 7 in do5et C\j V ciryer 11 wa5her DORMER _J L _J 2G50 2G50 0 0 [3ATH 3 2' DORMER, DORMER DORMER CN 2G50 2G50 2G50 5'-4" 9' 5'-6" 23'-10" 5'-6 — — — — — — — — — — — — — — — — — — — — — — — — F_ 7 F_ 7 F_ 7 L _J L __J L _J L _J_ 29' [DRAWING NUMBER E�- K= C3 K:> P- L_ C3 9=3 FZ F= L_ M E3 a: FZ -r C3 F Z F_=" C> FE C=0 F_- /811 DRAWN BY: I SCAL-E: 1 /4" OR 1 REVISED: PROJECT ADDRESS: I 2th STREET I I 2120 MAYPORT RD. ATLANTIC BEACH, FL A = 3 DATE: 04//08/20 1 (D RE\/ISEC>: ATLANTIC BEACH , FLORIDA 904- 249 0072 OF 1 2 Ak FZ 1= I -r F_- C:: -F LJ FZZAk L_ CONTRACTOR FM L_ I -T- F_- C3 N4 1-. IEB I C; N L4Z' zr. t 21 rr built 5% ur floor -H C) �7 DC L 77�77-t 7 wt 7i 7 -z M4 4`�l-,' ImIll WON "1111 11 Ill 1111111 41BI 200 1;0�,;24 PM,ARCHP(�,65.00 x 2-4.00 IncK-5), 0B.jimclilliam 7 E- P 0 0 L H 0 U S E 7 D I AKA P�7AKA CRICKET CHIMNEY 40 LF--— — — — — — — F-- Li F7 ED] — — — — — -- — — — — — — El Ll Ll FL-7 Fj Li TYPICAL CONVENTIONAL CROSS SECT11ONS Li E ......... )l< X\ 'b\ Ell I 7F] DRAWING NUMBER FZ C3 C3 F- F= L-,ockL L- oAL M E3 e: FZ -r ECS FZ I -- fla I F-=- C: E=- SCALE: 1 /4" OR 1 /8" REVISED: PROJECT ADDRESS: 1 2th STREET DRAWN BY: 1 1 m 2120 MAYRORT RD. ATLANTIC BEACH, FL A DATE: 04-,/08/2010 RE\/ISE:D: ,C�\T LA N T I C B EA C H F L 0 R I [),,a, 904 249 0072 OF 1 2 FZ C; " I -r I=- 1-1-0 -v Li F:;-p L- CONTRACTOR C3 r" a: f4a I " 9= -5 A48,Jim clilham C:\[9raftinq\pffoocn19\0riq 12th%\Fini5Wrawimq5\F1evA'm5-dwq,4/d/2010 1:11:160 PK XCH L9(56.00 x 24,00 Inck, Y "A IL IJ GABLE DETAIL w COPPER PEP,OWNER 5 KY ILI COVEP 12 LIGHT U 9 Z El El -1 El El El E O�IN 0- 0) IN z 0 N 0 N 0) 12 12 3 3 k q, A` CD of LLJ j < LJ f L w 0 w 0 [L z W 1�xi 4 51TE BUILT MA50NRY flu PLACE W RIGHT 51 DE ELEVATION w 12 9 w 0 0' r 0 z CY 0 m CEDAR 12 5HAKE5 9 12 4 F— DORMER PLATE DORMER PLATE U U U U U U CN LLJ LOW PLATE OF BEDROOM 2 (FRONT) EA5T POOL HOU5E ELEVATION Li E C W W LLJ m VI 2ND FLOOR cn Ir 12 19 0) z lu u u �j u u u U U "j Li IN 0 LJ LLJ o t W 00 0 I.- J -00 Li 0 LIVING FLOOR LIVING FLOOR WEST GARAGE ........... NEL 0 FLOOR Ln BRICK APRON z 4 5OUTH POOL hOU5E ELEVATION z f RONT ELEVATION q� LL 0 'R A raftirq\pa0bonI9\Griq 12t�5L\Fini5hdrawiq5\ElcvAion52.dwq,4/B/2010 1:12:21 PM,XCH[9(56.00 K 24.00 1nckc5), 1:4d'Jim qI111an L CRICKET FOP, UTILITIE5 5EE Roof PLAN -TI 12 9 HIGH PLATE OF BEDROOM 2 (REAR) 1-0 Z(N I IF!I FE 11 0 Of u-0 G) F -1 0 uj Q� -00 f rar�e IN Ljj opening M a_ z 0 12 N 0 101 L -J 0 12 0 N G) MASTER BEDROOM 3 2ND FLOOR PLATE u u u u TT— ol z of <0 V-) LLJ 0 I < z Al 0 of 0 0< -j 0 LJ w Z> w 0j LL LIVING FLOOR LIVING FLOOR -c w I- EfT 51 DE ELEVATION w 0 I- Q Q WIDOWER w 0 z 12 0 10, 3F— 0 12 - 13 W OUT DORMER 12 10 12 10 T— WF5T POOL HOU5E ELEVATION 12 W 3 3/4 > > SEE SECTIONS MASTER BATH RAFTER 12 BEARING 9 --17.25 00 < U-1 M 0 0 00 ('v" 0 u- z 0 u < Y1 1) LIVING FLOOR _j F w ko NORTH POOL HOUSIE ELEVATION z z IN REAR ELEVATION Z/ El A \pat&onO\C�ri5l2t�5t\Fini5Mrawirqg\Cro555cction5.dwci, 4/6/2010 1:15:55 PM,ARCH P(-56.00 x 24.00 Inchc0,1:24,jim clilham W, AV PM T U w U J Shingle fasteners shall be 12 (gage lq,`5 �Mf Z with 3/8 – inch diameter head , of a < 4, length to penetrate through the T. z < roofing matericls and a minimum Of .....77 ... . . .. . t0 3/4 into the roof sheathing - lk f Where the roof sheathing is less 0 0 than 3/4 the fastener shall PE�netrcte 0 the sheathing . x 0) TEST PENETRATION IN A SMALL ROOF zo �A AREA TO VERIFY COMPLIANCE PRIOR 4 -0 N 0) TO PROCEEDING WITH REST OF INSTALLATION . SEE ELEVATIONS 12 ------- AL SEE ELEVATIONS 10 1- 2X1 2 RAFTER "AT! AS SHOWN OR EAVE DETAIL AND RAFTER CUT TO BE PER ENGINEER 12 BEDROOM 4 DETERMINED BY 4, 3 1 2 z 2 x 10 OWNER AT A LATER WALL BOARD < RAFTER , @) 0 TIME VERIFY PRIOR ATTIC FOR 24" O .C . TO FRAMING . . . C-0 EQUIPMENT w 0 2 ' min . LL ATTIC PLYWOOD u .. . . FLOORING ATT I C R W PLYWOOD ATTIC U . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . .... . . . . . ... . . . . . . . . ... ..... .. . . .. . . . . . . . FLOORING 0 < .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. .. . . . . < 2X12 CEILING . . . . . . . . . . . . . . . . – . . . . I , 1, �-,' > . . . . . . . . . . . . . . . . . . . � I < JOIST __j TYP . 24" DEEP Lij \ 2X12 CEILING OPEN WEB JOIST FLOOR TRUSS F �11t;-: C/� SYSTEM J 2X6 STUD WALLS SEE FLOOR PLANS 0 0 A; < U CD 0 0 KITCHEN FAMILY ROOM MASTER BATH 0 C/') 14. 2 MSL CONCRETE SLAB mr < FLASH J : 4-_Xx—x– BRICK APRON W/ W METAL TIES @ V) 16 0.C. E.W. CN < > THICKENED SLAB @ BEARING WALLS -------WEEP HOLES @ 48" HORIZ LF GROUT FILL U BELOW WEEP HOLE 0 N 0 NATURAL GRADE VARIES FROM APROX. 10 ' MSL TO 12 ' MSL 00 STEM WALL 0 FOUNDATION 0 n. , w 0 "'i V 141 ............. iV _ig ftirq\pa-Uicnl9\Gri5 l2t�5L\Pini5kdrawirq5\Cro,,55ection2.dwcl,V 8/2010 1:14:49 PM,AU V 56.00 x 24.00 Inchc5),1:24,jim clillian a. A, ,44 4 LL 0 w N 1 u Z SEE ELEVATIONS 12 . . . . . . . . . . . . . . 9 EAVE DETAIL AND 1-0 RAFTER CUT TO BE DETERMINED BY "X�z 0) OWNER AT A LATER TIME VERIFY PRIOR RAfTEP, TAIL TRIM TO FRAMING zo nO 5CaIC 0 N 0) M V, -4p, SEE ELEVATIONS -J, BEDROOM 3 12 d:. J , 10 p, 03 _j LL X SEE ELEVATIONS V.. llu�l 12 U i w V 3 ------------- -- - - -------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . a N- LLJ LiJ Lij MASTER BEDROOM w U lif , w z J) GARAGE V 6 ' — 1 u� x—x V) BRICK APRON W w T , SEE ELEVATIONS U o P 0 0 L NATURAL GRADE VARIES FROM APROX. 10 ' MSL TO 12 ' MSL I 4i UNDERSIDE OF FOOTING j W A, 4 P w in -------- DIM . B GREATER THAN DIM . A z N B _LL p Alk, > Z> Lo -n 0 C) ;u>0 > ozg --1 0 zc C)U) 00 < M< �8 M z M;r, c M C-)m x< 4' 79' cz)2(,n- C-00 z > M,rT, ,C-> > 24'-6" 13'-6" 20'-6" 20'-6" Ln> V)r- CD V) M > m V)M M m M r-r m M rr,;D M>5 10'-2 5' 0 > 0 -0 -------------i- m �000 > m > 0 5 C) M r M 0> m ;K> M M C: M Z z 0 -73 0 �Z- . — 0 U) I z 01 Cli 0 00 — — — — — — — — — Lj 0 — - -- — — — — — — — — — — — — — — — — tQ 0 i�D LA 0 0 011 L C� 4 5- z m 13'-8" m u (A m m C) (A Ln z C: M rq CIt m < z < < I I �1 r" 0 9 I x ;u C;u > -Ij 0 W F- — — — — — — — — — — — - -- (n c m m 0 0 4 -91, :j z z 8'-6 Z) 0 r- V)CA z r- a:c C/1) 0 z SLOPE 2" r M Ut PO C z -k mm L4 x > rD m C� F I" I z C� z F- F- — — — — — — — — — — — — Qct I — — — — — — — — — — — 0 J F — — — — — — — — — — — — — — — — — — — -j I– — — — — — — — — — — — 0 ;u z 0 10'-2 ;u m > 0 i L 0 — — — — — — — — — — — — — — — — — — — 0 -1 1 1 F i m I I 0 > Ln Cli ;u L m LL Qc� C14 I - LA 01) U1 u I" I" 41 N) CiFj— — — — — — — — -- IF r z Ui = > F- "It m c r Ln 19 9 r- I — — — — — — — — — — z cu 5 -1 ;)7\ 1 1 1 v m (f)C0 z m 0 nF- --1 0 m I M X --tti — --f — — — — — m M N) 0) Li I C� m 0 L (A UL- -i Fq 7 V) -i a --A bc m m > u z -u >M-p� I Cf)Z -1 ZX - M C� 00 0 L C)'j C) �u C) 5LOPE cr) 0 Z -0 --------------C- I /8" per foot cl� z ::E - I z - �z(Z) (A-n 0 �n m 0 FU U) > C)C) c I I 00 m m SLOPE I r- Z M::E a) 0 m c . m �� z z rq N) z k :* U)0 L — — — — --L -1 1/8"per foot ;u -A -u C� cn > SILL c:j C-):�E 0� m u M> - :2 z > r- X m > I I I r- m 0 F m r- 0 -V 10 L v w z 0 5 r- -T, > rri z M -u L J -TI ? 0 0 0 �;r\ Z>C L r z F-0 co m m -i u m 0 1 ?� — Zoo 0 Cf) z c)�>- m CD 7 (0 m — — — — — — — — — — — — — — — — — — — — 0 0 C� 0 z C—A > -Tj 00 - F �5 L r, 6 -10i 0 -4 m 0 Z m 0-1 T 6 8' m M n 0 < Z m 10, 13, -,1 > 0 Z M cn> M C/) cf) 20' @ F MM z C m F 9' 33' 21' 15' 5' n — co � 83' m n X AN A-' tzi z 114! M LLJ W! 01 LLJ fli 4� 1, , , J, A C/) 51 LLJ V) z LLJ w LLJ In w V) ry 0 0 U) ry U) < C) u 0 LLJ a- LLJ T- V) C) z < LLJ :D 0 LLJ ry C) V) LLJ Z < 4, Z Li < U '5 — 0 c-,j Cj� LLJ U 0 0 LLJ ry n o < U ry LLJ < 0'-N > F-- LL- V) u w C) Li LLJ LLJ > LIJ 00 z 0 U < E)� LJ < cj:� C) 0) z 0 N -E] 0 N 0) 011 IM: -7 F- NVIO V11V 3" �z < LLJ ----------------- ----------- OSID JOOJ os oj SjoG I di (\J:l a�j 10 1 q 12 �2 < -E:j O-j -7- 41 IL -- ----------- -------------------- z LLJ LJ -C M F I 4- < �P Li FS m z LLJ j oslo jow sjDqq ssmji dia OSID JOOJ sjD;gq S�h�ji �jmdio < IL---------- ------ ---- -A F------ �j Z:4 P� L:4 F i L—L 0 0 < 0 z 0 _j D iAIF, �39 4- 8111 LLJ w C) H SI, ry rp r -0, Li J L J '0 'y ,T 2 z z �yo\1/0, '00 < > W m w W, A�,M� T IF IT: 0 o H 4 H 00 0 C) (-D @ z j u z LLJ Q Co 0 CL 0 0 (3 (a C) 00 LLJ U) cn 0 LL LLJ all LLI C) Li M 0 C� LLJ x C\A x A IV N z ftj CN cn 0 v i"Ut g J! v, v E v 4-w4' �2' ONTO 4/8/2010 1:06;�26 FIVi.NCHP(�,b.00K24.00 Inchaq). 1:4,5jM611111an qLD Z� (UP qp PROVIDE ELECTRIC FOR POOL EQUIP AND Ll A/C wn C S- . R El m flood 3 L———————— 4-- 1 ---�"'od #4 c e; fan cc I c e fan to patio CS to pool Ii hts lig ts C w L —————————— ————————— ————— E3 ———————— 0 L E D G E N D 0C -- PLUG R R R R 0 220 VOLT + SWITCH RHEOSTAT SWITCH 3 WAY SWITCH 0 R F1 3 WAY RHEOSTAT SWITCH INCANDESCENT CEILING MOUNT RECESSED LIGHT I CC) WALL MOUNT LIGHT stck floor 6R R R P W ofug FLOUR. CLOSET LIGHT E, dr 4 X 2 FLOUR. LIGHT a LJ FOUR TUBE A/C I I COMP I FLOUR. UNDER COUNTER LIGHT 1 1 R L fan GARAGE DOOR OPENER Ll flood A/C 3@ FLOOD LIGHT COMP 7if: SMOKE DETECTOR 2 pantry elect a �- C) CARBON MONOXIDE DETECTOR --------------------------------------- --- ---------------------------------- (C) WATER PROOF PLUG E.F. up 0 EXHAUST FAN R R FISER LITHT R R R CEILING FAN LIGHT cell. (S� fan a PHONE c e CABLE f 0 fan r------- ------ EXHAUST FAN LIGHT R R R I;te R R R R R R UNDER COUNTER FLOUR. _fan SE EXHAUST FAN, LIGHT, & HEATEF 7 Q) (C) S -Clite --------------- s 4' X 1' FLOUR. LIGHT CHANDELIER floor 2' X 2' FLOUR. LIGHT plug FOUR TUBE r NITE LIGHT Z-\ Z\ IL TRACK LIGHT R FE—X 17 EXIT SIGN EMERGENCY LIGHT — FIRE EXTINGUISHER 3@ Plug T 2 BILLIARD LIGHT PENDANT 3@ 1 -F N 0 T E S m m 1.) ELECTRICAL WIRING PER NEC 2005 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15- AND 20-AMPERE OUTLETS 4- INSTALLED IN BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT-INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. r 3.) VERIFY ALL CAN SIZES flood #1 floo #2 DRAWING NUMBER -r Fq I C: L- 40k, I" E3 1E FZ -T- ECS C3 FZ F-=" F-- C'3" F-=- V I Fq ICS -I- F- L- 13 C3 Fq 1= L- E- C: SCALE- 1 /4" OR 1 /811 REVISED: PROJECT ADDRESS: 1 2-th STREET DRAWN S'r: REVISED: ATLANTIC BEACH , [=-LORIEDA 2120 MAYPORT RD. ATLANTIC BEACH, FL A DATE: 04-/05/201 0 9 0 4 249 0072 - - - - - - - - - - - - - - - - - - - - I__j (D L R R !L R c ei I > __7 fan R �R�R S _fA A/C an litecL A/C R R I L down L E D G E N D R PLUGR) 220 VOLT cell. SWITCH fan RHEOSTAT SWITCH R $ 3 WAY SWITCH p L? 3 WAY RHEOSTAT SWITCH INCANDESCENT CEILING MOUNT to attic RECESSED LIGHT R R lights WALL MOUNT LIGHT FLOUR. CLOSET LIGHT r '�70 Z_� us Z�oc 4' X 2' FLOUR. LIGHT FOUR TUBE R R R I­-� FLOUR. UNDER COUNTER LIGHT N��fl GARAGE DOOR OPENER f 100�9 FLOOD LIGHT #2 I- _j SMOKE DETECTOR E. (0 CARBON MONOXIDE DETECTOR WATER PROOF PLUG L_ _j E F. EXHAUST FAN F 7F - 7 ceil. CEILING FAN LIGHT fan Oc a L —1 L _j > PHONE @ CABLE fan E.F. F-<> EXHAUST FAN & LIGHT lite [--� UNDER COUNTER FLOUR. (n 1�fan ....................... .F-�>- EXHAUST FAN, LIGHT, & HEATER 'lite -0- 4' X 1' FLOUR. LICHT CHANDELIER L — — — — — — — — — — — — — — — — — — — — — — — 2' X 2' FLOUR. LIGHT FOUR TUBE F 7 F_ --I F_ -1 NITE LIGHT L _J L _J L -1 L _J Z� L Z� TRACK LIGHT EXIT SIGN EMERGENCY LIGHT FIRE EXTINGUISHER BILLIARD LIGHT PENDANT N 0 T E S 1.) ELECTRICAL WIRING PER NEC 2005 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15- AND 20-AMPERE OUTLETS INSTALLED IN BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT-INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. 3.) HALO cons for sloped ceilings or equal. 'r_jTk^Wl"C; NUMBER ES F- C; 13 ED V L_ [3 C3 Fq F__ L_ F__ C:-T-Fq I M L_ AN, M E3 1Z FZ -T' CFm M FZ I=- ES I C> F__ " C; F-=- 1 /4" OR 1 /8" REVISED. PROJECT ADDRESS- 1 2th STREET DR,&.WN BY: _j I r,-",l (-::� I I I I Nl� 2120 MAYRORT RD. ATLANTIC BEACH, FL Am 1 Z sD cA TEL 0 4 5/'2 0 1 0 REVISED: ATLANTIC BEACH , FLORIE)A 904 249 0072 OF 1 2 CONTRACTOR FZ C: I -Ir F_- C: -7- LJ FZ AAL L_ F_:_ L_ I -I- KE C3 M E-:- SEFS I 1= 77 _,==,777777 I �4 W, 'N, ji tig CONCRETE: GENERAL: W 41 i�i A Metal Connector Fastening Schedule Simpson ID D USP ID Uplift Capacity(lbs) Fasteners Anchorage(U.O.N.) en designed in accordance with 2007 Florida Building Code 1. All concrete has been designed ih accordance with "Building Code Requirements �i i T Z 1. Project has 13P A35 -1�1 I � MPA1 rVa (12)0.131"x 1%" n/a (D co for Structural Concrete,"ACI 31A--05, and shall be constructed in accordance with ABU44-Z 0 Building, 2od7 Florida Existing Building Code, and/or 2007 Florida Building PAU44-TZ 2200(SYP) (12)0.162"x 2%"or(12)0.162"x W 5/8"w/Tembed ABU66-Z "Specification for Structural Con%te,"ACI 301. -TZ 518"w/7"embed T ode Residoptial, as applicable. PAU66 2300(SYP) (12)0.162"x 2%"or(12)0.162"x 3%" C W CS16 RS150 1705(SYP or SPF) (11)0.148"x 3"in each end-(22)total rVa in DSP J n1a 775(SY (8)0.148"x I W into studs P or SPF) rVa LM t,4"'1" (6)0.148"x 11/2"into double plate W 2. It is the intent of the Engineer of Record (Engineer)that this work be performed 2. All concrete shall have the following minimum compressive strength at 28 days in DTT2Z DTB-TZ 2145(SYP)1836(SPF) (8)%"x I Y2"SDS Y2*wl 4W embed(mono)and 7"embed(stem) U) in conformance with all requirements of the authorities having jurisdiction over accordance with ASTM C 172, C31 and C39: GBC HC520 n1a (5)0.131"x 1%"into gable brace rVa this type of con a. Slabs on grade,footings, and miscellaneous concrete: f c=2500psi struction and occupancy. 0.131 x 21/2" nto uble ate H2.5A rva:use RT7 600(SYP) (5)0.131'x 2W in each end-(10)total n1a V�t 1, 1 i�%� I E b. Cast-in-place beams, columns,walls, and structural slabs: f c=3000psi N H2.5T 3. The contractor is responsible for the means and methods of construction and n1a:use IRT7 545(SYP or SPF) (5)0.131"x 1W in each end-(10)total n1a H3 RT3A 455(SYP) (4)0.131"x 2W in each end-(8)total n1a shall work in conformance with all applicable codes and regulations. It is the 3. Cement shall conform to"Specification for Portland Cement" (ASTM C 150) .0 U) H6 LFTA6 950(SYP)820(SPF) (8)0.131"x 2W in each end-(16)total rVa Cn contractoes sole responsibility to determine erection procedure and sequence H8 'c MA 630(SYP) (5)0.148"x 1 Win each end-(10)total rVa HDQ8 rVa:use UPHD8 7630(SYP)5495(SPF) (20)%"x 3"SDS VFW 15"embed(SET epoxy only) to insure the safety of the building and its component parts during erection. 4. Aggregate shall conform to"Specification for Concrete Aggregates" (ASTM C33) HDU5 PHD5 5645(SYP)4065(SPF) (14)%"x 2%"SDS 518"w/7"embed(mono)and 12"embed(stem) HDIL18 69 O(SYP)5020(SPF) 20 4 X s 7/8"4 15"em bed(S ET epoxy only) 4. The contractor shall be responsible for all temporary bracing that is required 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, ETA16 16 1810( (10)0.148 x 1 4 am during construction to keep the structure safe and plumb until the entire organic materials or other substances that are deleterious to concrete or steel HTS20,HTS24 or HTS30 HTW20,HTW24 or HTW30 1450(SYP)1245(SPF) (10)0.148"x 3"in each end-(20)total n/a HTWM16 or HTWM20 1175(SYP) (8)0.148"x 3'into wood rVa g, HTSM16 or HTSM20 structure is in place. Any bracing shown on the structural drawings is for the reinforcement. ED N completed structure only. (4)W x 2%"Titen into CM U MIN- (4)%"x I%"Titen into concrete X i", a 6. Additional concrete requirements for structures located within 1500 ft of the Coastal HTr16 rVa 3955(SYP)3400(SPF) (18)0.162'x 2Y2" 5/8"w/7'embed(mono)and 12"em bed(stem) A i F HTIF22 rVa:use PHD5 4165(SYP) 3580(SPF) (32)0.148"x 3" 5/8"w/7"embed(mono)and 12"embed(stem) 5. The contractor shall verify all conditions and dimensions at the job site prior to Control Line (CCL)and exposed to salt spray are as follows: HTT4 rVa 4235(SYP) 3640(SPF) (18)0.162"x 2W 518"w/Tembed(mono)and 12"embed(stem) cc commencing work. a. All concrete shall have the following minimum compressive strength at HTT5 rVa 5090(SYP) 4375(SPF) (26)0,162"x 2%" 5/8"w/7"embed(mono)and 12"embed(stem) 28 days in accordance with ASTM C 172, C31 and C39: LTP4 MP4F rVa (12)0.131"x 1%" n1a 6. The contractor shall supply, locate, and build into the work all inserts, anchors, I. Slabs on grade,footings, and miscellaneous concrete: LSTA18 LSTA18 1235(SYP)1165(SPF) (7)0.148"x 3"in each end-(14)total rVa 51 LU LTS 12 LTW12 775(SYP)665(SPF) (6)0.148'x 3"in each end-(12)total n1a 4, angles, plates, openings, sleeves, hangers, slab depressions, pitches, or other fc=3000psi 4T, components as may be required to attach and accommodate other work. ii. Cast-in-place beams, columns,walls,and structural slabs: MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148"x 3"in each end-(18)total rVa fc=5000psi MSTAM24 1500(SYP or SPF) (9)0.148'x 3"into wood n1a (5)%"x 2%"Titen into CMU 'U� 7. All details and sections shown on the structural drawings are intended to be b. Maximum water-cement ratio:0.40 (5)%"x 1%"Titen intoconcrete CL typical and shall be construed to apply to any similar situation elsewhere in the C. Maximum chloride ion content: 0.15 percent by weight of cement in 72 MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0.148"x 3"in each arid-(22)total rVa LU work except where indicated otherwise. accordance with ASTM C 1218 MSTA36 MSTA36 2050(SYP or SPF) (13)0.148"x Tin each end-(26)total n/a MSTAM36 1870(SYP or SPF) (13)0.148"x 3"into wood n/a (8)114"x 2%"Titan into CMIJ 8. Refer to the structural drawings for all structural details and sections. The 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the (8)%'x 1%'Titen into concrete contractor shall contact the Engineer for clarification in cases of conflict structural drawings.All reinforcing details shall conform to "Details and Detailing of MSTC66 MSTC66 5860(SYP or SPF) (38)0.148"x W in each end-(76)total n/a MTS12 or MT820 MTW12 or MTW20 1000(SYP)860(SPF) (7)0.148'x 3'in each end-(14)total n1a between the structural drawings and any drawings prepared by others prior to Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural MTSM16 or MTSM20 860(SYP) (7)0.148"x 3"into wood rda commencing work. drawings. (4)%"x 2%"Tten into CMU C0 ::3 UJ UJ (4)%"x I%"Titan into concrete 9. All window and door assemblies shall be designed to withstand the applicable 8. Tolerances for foundation and slab alignment as well as placement of reinforcement PA51 TA51 3685(SYP or SPF) (21)0.162"x 2%"or(21)0.162"x 3W J 4"embed SPTI­14 or SPTH6 I O(SYP)1170(SPF) (12)0.148"x 1W rVa SPH4 or SPI-166 design wind pressures and shall be installed according to the manufacturer's shall be in accordance with "Standard Tolerances for Concrete Construction and SSP 350(SYP or SPF) (4)0.148"x 1%"into studs rVa quirements. Materials,"ACI 117. Footing or slab edges may be up to 2"outside and 1/2" inside LU re (3)0.148"x 1 Winto double plate (�D 31'"".NAT of the sill plate. ca STHD14 ISTAD14 14430(SYP or SPF) ](38)0.148'x 3%" her! W 1"K Notes: 0 10. The design of the project structure assumes an allowable soil bearing capacity R.i" Z connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(UU.N.) 2 SY P=Southern Pine;SPIF=Spruce-Pm-Fir __J UJ 0 of 2000 psf. It is the owner's and/or contractor's responsibility to obtain a soils 9. All concrete slabs on grade shall be the thickness as indicated on the drawings over 3 Mono=monolithic concrete;stem=masonry sterrw all or bond beam Zi Ix exploration report. All requirements for site preparation and soil compaction minimum 6 mil. polyethylene(visqueen)vapor barrier. Slabs shall be reinforced with 4 Ancnorage reters to threaded anchors W fth noted diameters and emoodment oeptns CL 7'-1 ce f -A 185, specified in the soil report shall be followed unless more stringent requirements 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conforman with ASTM are specified. The Engineer shall be notified if soil conditions encountered or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY differ from the noted assumptions. complying with ASTM C1 116. V WIND BORNE DEBRIS OPENING PROTECTION WITH WOOD PANELS LL MASONRY: 10.Slabs on grade shall bear on structural fill which shall be clean sand free of debris C and other deleterious material. Structural fill shall be compacted in maximum 12" -EDGE DISTANCE MINIMUM CU lifts to a density of at least 95%of the Modified Proctor Maximum Dry Density General: (ASTM D1557). Fill shall be treated with termite poison before slab is placed. FASTENERS(TYPICAL) E 96"MAXIMUM SPAN Cr 2- cc Cr 1. All masonry has been designed in accordance with"Building Code LO 1 I.Footings may bear upon undisturbed soil or upon structural fill. Structural fill -05, and shall be constructed in Requirements for Masonry Structures,"ACI 530 �J C shall be compacted IN MAXIMUM 12"LIFTS to a density of at least 95%of accordance with "Specifications for Masonry Structures,"ACI 530.1-05 W the Modified Proctor Maximum Dry Density(ASTM D 1557)for a depth of at cu cc, ROOF COVERING: T�_ least two feet(2'-0")below the bottom of the footing. 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength 0 of 2000 psi per ASTM C101 9. Grout shall be mixed to provide a slump between 1. The contractor shall be responsible for the design and installation of the roof (D ;Z 8"to 11". 12.The following minimum concrete cover shall be provided for reinforcement: 0� covering system. 0 co WOOD STRUCTURAL PANEL W--------Concrete cast against and permanently exposed to earth. LU 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to Z A F_ 2"------Concrete exposed to earth or weather,#6 bar and larger. CORROSION RESISTANT X16'OSB OR'Y32-RATED IX .2 U� Uj LU be used in brick veneer. SHEATHING PANEL the manufacturers requirements. FASTENER(TYPICAL) 16 CL 1 1/2" Concrete exposed to earth or weather,#5 bar and smaller. V ILL. I Y2" Concrete not exposed to weather or in contact with earth for the C0 ILL primary 4. The contractor shall be responsible for the design and installation of all flashing reinforcement, ties, stirrups, and spirals in beams and columns. 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile WOOD STRUCTURAL PANEL OR \\\\-CORROSION RESISTANT Z �J, 0) 11 2"--------Concrete walls and slabs exposed to salt spray Installation Manual,"and the manufacturer's requirements. Yie'OSB OR'Y32-RATED FASTENER(TYPICAL) Concrete Masonry(CMU): SHEATHING PANEL 2 Y2-------Other concrete members exposed to salt spray 12 4. Standing seam metal roofs shall comply with ASTM El 514 and be installed 1. Concrete masonry units(CMU)shall be ASTM C90-75, Hollow Load-Bearing according to the manufacturer's requirements. 13.All continuous reinforcing steel in concrete shall be lap-spliced with the following ca -1, normal weight,with a minimum Concrete Masonry Units, Type 1, Grade N minimum lengths unless otherwise noted on the structural drawings: compressive strength of 1900 psi (fm=1500 psi). The contractor shall be responsible for the design and installation of all metal 5. Z UJ 3, #4 bars: 21"minimum < n flashing and valley material. #5 bars: 26"minimum -spliced with the following 2. All continuous reinforcing steel in masonry shall be lap ILL minimum lengths unless otherwise noted on the structural drawings: #6 bars: 32"minimum FASTENER SPACING #7 bars: 46"minimum #4 bars: 20"minimum PER CHART ILU #5 bars: 25"minimum WATERPROOFING: NOTE: #6 bars: 30" minimum 14.Reinforcement in footings shall be bent around comers or corner bars shall be used. ILL PANEL MUST EXTEND PAST WINDOW FAR ENOUGH TO < #7 bars: 35" minimum 0 1. The contractor shall be responsible for all waterproofing and flashing ALLOW FASTENER INSTALLATION INTO WOOD FRAMING. 15.The contractor shall provide spacers, chains, bolsters, etc., necessary to support considerations. reinforcing steel. Support items which bear on exposed concrete surfaces shall have 0 ILL Js 3. Grout all cells containing vertical reinforcement in 6-0 maximum lifts. cc b?" ends which are plastic tipped or stainless steel. ORIENTATION OF RATED SHEATHING STRUCTURAL PANEL U_ ci� ICU 4. Provide cleanouts per ACI 530.1-05 in the bottom course of masonry '01F ""iJ when the wall height exceeds 5' NOTES: WOOD FRAMING: 5. Beam reinforcement shall be continuous across control joints. ILL SYMBOL LEGEND 1) FASTENERS SHALL BE INSTALLED ALONG THE TOP&BOTTOM r! 1. All wood framing has been designed in accordance with"National Design Specification OR LEFT&RIGHT SIDES OF PANEL. ILL Clay Masonry(Brick): VIEW DIRECTION Wind-Borne Debris Protection Fastening Schedule ILL (NDS)for Wood Construction,"2005 Edition SECTION IDENTIFICATION 2) THE SPAN OF THE PANEL BETWEEN ANCHORS SHALL NOT for Y16"OSB or IY32"RATED SHEATHING PANEL 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing EXCEED 96'. Fastener type Fastener sp cina(inches) 2. All wood members exposed to weather or in contact with masonry, concrete or soil PORTION OF STRUCTURE WHERE Brick, and Hollow Brick, respectively. Grade SW shall be used. shall be treated with an appropriate preservative suitable for the exposure conditions. SECTION IS CUT WALL SECTION panel span 2 ft.<panel 4 ft.<panel 6 ft.<panel 3) MULTIPLE PANELS CAN BE USED TO COVER OPENINGS < 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. SHEET NUMBER WHERE THE SECTION - 2 ft. span<4 ft. span<6 ft. span<8 ft. WIDER THAN 48, PROVIDED THE PANEL SPAN DOES NOT 3. If ACID treatment is used on any wood member,then all nailing shall require hot-dipped IS DRAWN vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall CX 00 EXCEED 96" #8 wood screw based openings greater than 16" in either direction,and shall be spaced no more than galvanized nails meeting ASTM A153,Class C, or ASTM B695, Class 50. If borate N anchor w/min.2"emb. C> treatment is used then galvanizing is not required. 16 16 10 8 36"o.c. and placed within 12"of the openings. 4) PANELS SHALL BE PRECUT AND PRE-DRILLED TO FIT OVER C'� co length into wood framing Z LU CHANGE IN SECTION EACH OPENING AND APPLICABLE FASTENERS. LL_ I I Z ,1,1 i, '0 CO 4. Prefabricated wood trusses shall comply with"National Design Specifications (NDS) 0 - ii4 I LOCATION WHERE SECTION WILL CHANGE #10 wood screw based U) 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire La 00 CO 6 cc and shall have a hood embedded in the mortar joint. Sheet meta for Wood Construction,"2005 Edition and "National Design Standard for Metal Plate (a _j C14 I ties shall 5) FASTENERS SHALL BE CORROSION RESISTANT. anchor w/min.2"emb. 1�� d.1 Connected Wood Truss Construction (ANSI/TPI 1-02)." f 16 16 12 9 0 > not be less than No. 22 gage by Ye"corrugated and fastened with I %" AM length into wood framing (D galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at VIEW DIRECTION 6) FASTENERS SHALL BE PERMANENTLY INSTALLED INTO THE 0. 0 X 5. All trusses shall be designed by the Truss Manufacturers registered Engineer. 8 WOOD FRAMING. U) 0 CMU walls. f�A SECTION IDENTIFICATION CROSS SECTION co a- SHEET NUMBER WHERE THE SECTION X"lag screw based Co < 7) FOR CMU OR CONCRETE CONSTRUCTION,THE FASTENERS a 00 6. The truss manufacturer shall submit shop drawings and design notes with a registered IS DRAWN 16 16 16 16 4. Unless otherwise noted on the plans, a 3 1/2"x 3 1/2"x%"steel angle shall be anchor wl min.2"emb. Engineees seal for approval. Design notes shall include the rated load capacity of the SHALL BE INSTALLED INTO THE WOOD BUCKS FRAMING THE 0 1 411 used for supporting brick veneer over openings. This angle will not be required length into wood framing E truss to truss connectors, and the manufacturees license to fabricate trusses utilizing OPENING. E for arched windows where brick is self-supporting. If the length of the opening _J 0 'the connector system proposed.The contractor shall approve fabrication and LOCATION OF DETAIL - SCALE: e 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER- xceeds V-01"then the steel angle shall be attached to the wood framing with installation drawings showing size, shape and layout. DETAIL IDENTIFICATION N/A %"x 3"lag screws @ 16"o.c. PROOFING CONSIDERATIONS. DETAIL SHEET NUMBER WHERE THE DETAIL A DO NOT SCALE 7. Jobsite handling and erection, including temporary bracing, during installation of ISDRAWN 9) PROVIDE PROTECTIVE COVERS FOR PERMANENTLY INSTALLED trusses shall comply with TPI WTCA BCSI 1. SD-1 THIS DRAWING �L'J HARDWARE AND ANCHORS: HARDWARE WHEN SHUTTER IS NOT IN USE. RELEASE DATE: 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened .......... 04-01-10 1. All framing anchors and connectors noted on the structural drawings shall be to their supporting walls or beams with metal connectors as noted in the Truss VIEW DIRECTION manufactured by Simpson Strong-Tie or Engineer approved equal. EXTERIOR FINISH REVISIONS: Connection Schedule. ELEVATION IDENTIFICATION ELEVA ION SHEATHING 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A, SD-1 SHEET NUMBER WHERE THE ELEVATION 9. All gable ends shall be balloon framed or braced in accordance with the applicable IS DRAWN FRAMING AT OPENING: or ASTM F1 554, Grade 36. detail as shown in the structural drawings. HEADER SHOWN,STUD, CRIPPLES,OR SILL SIMILAR LU 3. All metal connectors and hardware which are exposed to the exterior or in contact with 10. The Guardrails, Handrails and Guard In-Fill components(Balusters and Panel Fillers) ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per shall be designed by the delegated Engineer. The Product Approval Report and or 2 Ill.: ASTM Al 53, Class C, or ASTM B695, Class 50. shop drawings shall be approved by the Engineer of Record prior to construction. TRIM 11L A11L I 4. All anchor bolts, threaded rods, and associated hardware located within 11. Provide joist or solid blocking in floor framing at all guardrail and handrail posts. WOOD SCREW BASED DRAWN BY: THREADED STUD 1500 feet of the Coastal Control Line(CCL)shall be galvanized per ASTM Al 53, DJM Class C,or ASTM B695, Class 50 Ye FENDER WASHER(MIN.) CHECKED BY: 5. Wedge/Expansion bolts shall be"Power Stud Rawl Stud"by Powers Fasteners WINDOW UNIT D Rawl, "Trubolt"by ITW Ramset/Redhead, "Wedge-All"by Simpson Strong-Tie, or OSB OR'Y32-RATE Engineer approved equal. Indicates additional requirements for structures located within 1500 feet of the Y16 SHEET: SHEATHING PANEL Coastal Control Line (CCL). -Tie SET or Acrylic-Tie AT by Simpson 6. Anchor adhesives shall be either Epoxy Strong-Tie and installed according to the manufacturer's instructions. Holes shall be C cleaned of all debris and brushed out prior to installation of anchor adhesive CL W Z 0 VERSION:11-09 CD MULTI-PLY ENGINEERED BEAM w 'qt -([V-L or PARALLAM)CONNECTION(U.O.N.): M T_ W c -- - - -- - - - - -- -- - - --- - - - (2)PLY I YeWIDTH BEAMS- (3)ROWS,0.131'x3Y4'NAILS@ 12-O.C. TYPICAL EDdE STRIP(5) .0 Z Im NUT WITH 3'x Tx X4'WASHER a=3.0' r-- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- --- - - -- ALTERNATE:SIMPSON LBPS Y2 (3)PLY 1 Y4'WIDTH BEAMS- (3)ROWS-0-131"xA'NAILS@ 8"O.C.(APPLY EACH SIDE) SLOTTED WASHER WITH I"FENDER TYPICAL INTERIOR ZONE(4) w 2) WASHER. (4)PLY 1 Y4'WIDTH BEAMS- (3)ROWS-SIMPSON V x 6'SDS SCREWS@ 12"O.C.(APPLY EACH SIDE) 0 DOUBLE PLATE NOTES: Y20 THREADED ROD(U.O.N.) E CENTER ROD WITHIN DOUBLE PLATE 1) SPACE NAILS OR SCREWS 2'FROM TOP AND BOTTOM OF BEAM AND CENTER THIRD ROW IN BEAM 4"CONCRETE SLAB WITH 6x6 WlAxl.4 WWF OR FIBERMESH OVER OPTIONAL-Y27 THREADED COUPLING 2) MINIMUM MATERIAL SPECIFICATIONS: T) VAPOR BARRIER COVERING CLEAN,COMPACT,TREATED FILL. S Y2' E=1,900,ODO psi v MINIMUM DEPTH OF THREAD 1 0 POR EACH ROD.) F =2600 psi (D L= b Fcf 750 psi NUT WITH 2'x X8'WASHER cl) Fv=285 psi 'XSD-lr 14� SILL PLATE EMBED INTO SLAB OR FOOTING �SD-1 CN YZ THREADED COUPLING(U.O.N.) x WITH ANCHOR ADHESIVE CENTER ROD WITHIN SILL PLATE 'A 2 e WASHER 13" w,", CHOR BOLT OPTION I OR 2 - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- NO T E: HOLE SHALL BE CLEARED OF ALL WIND PRESSURES ON WINDOWS, DOORS & 0 U) UJ qll L OPTION 1:Y2'x 10'CAST-IN-PLACE SOFFITS (psf) L DEBRIS AND BRUSHED OUT PRIOR Ll__ -BOLT WITH HEADED OR L TO INSTALLATION OF ADHESIVE. 0 7'EMBEDMENT.(HOT-DIP ENING EDGE STRIP(5) INTERIO ZONE(4) 05j[ AREA OF OP :5 MINIMUM 7"EMBEDMENT INTO GALVANIZED OR S.S.) 3: Pos- Neg Pos Neg J CONCRETE(OR AS NOTED) cu 0 to 20 sf 31.4 -42.0 31.4 -34.6 0- OPTION 2:Y2'SCREW ANCHOR -2 LU 0 THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGE BY HURRI-BOLT,INC. 20.1 to 50 sf 30.1 -39.1 30.1 -32.7 - CL 31'-4" (INTERIOR LOCATIONS ONLY) 50.1 to 100 sf 28.2 -35.4 28.2 -30.9 >1 I �'�kjm 2 100.1 to 200 sf 26.6, -32.7 26.6 -29.3 D 0 200.1 to 500 sf 1 25.31 -29.81 25.31 NUT 31.41 -42.01 31.41 Soffit Design Pressure 0 Base Design Pressure 26.601 GCpi 0.18 THREADED ROD ASSEMBLY ANCHORAGE OPTIONS AM U) SIMPSON LBPS X2 SLOTTED WASHER FOUNDATION PLAN cn 1 FENDER WASHER. ca uj -0 Ali( DESIGN LOADS DEFLECTION CRITERIA 'D Roof Framing Notes: THREADED ROD(U.O.N.) FLOORS FLOORS E LIVE LOAD CARPET OR WOOD FINISH 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT,SYP ALTERNATE WASHER DETAIL LIVING AREAS: 40psf LIVE LOAD: U480 uj 2. ALL RAFTERS SHALL BE 2x6 @ 24"oc.(U.O.N.) 0 uj EXTERIOR BALCONIES: 60psf TOTAL LOAD: U240 z 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS 0 EXTERIOR DECKS: 40psf F- WITH(5)10d x lY2"NAILS EACH END. DEAD LOAD TILE OR BRITTLE FINISH F- 4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FACE-NAIL CARPET OR WOOD FINISH: 15psf LIVE LOAD: U600 42 O.C.MAX MR COLLAR TIES TO RAFTERS WITH(5).131"x 3Y4"NAILS. RODS@4 TILE OR BRITTLE FINISH: 20psf TOTAL LOAD: U360 5. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER Lu THAN ADJOINING RAFTERS.(U.O.N.) ROOFS ROOFS a_ 4"NAILS. LIVE LOAD LIVE LOAD: U240 '0 Z 6. FASTEN RAFTERS TO CEILING JOISTS WITH(4).131"x 3Y z 0') 7. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) TRUSS TOP CHORD: 20psf TOTAL LOAD: L/180 0 fl- U) C> .131"x 3Y47 TOENAILS. TRUSS BOTTOM CHORD: 1 Opsf a- LO CONVENTIONAL RAFTER: 20psf WALLS E 2 6 >1 z CONVENTIONAL CEILING: 20psf BRITTLE FINISH Lu DEAD LOAD WIND LOAD: U240 uj CL ..... ..... TRUSS TOP CHORD: cu'l 2x6 R/ =TERS 4 O.C. (D >- u- SHINGLE- 7psf FLEXIBLE FINISH: 0 cu _j TILE- I 5psf WIND LOAD: U120 Z wM LL TRUSS BOTTOM CHORD: 5psf .............. CONVENTIONAL RAFTER: 0 b .............. SHINGLE- 1 Opsf z 40 .. ..... l2x8 RIDC d TILE- 20psf CONVENTIONAL CEILING: I Opsf . ...... ....... cl) 0 w 0 DESIGN CRITERIA: 0 a_ LO 04 c) BUILDING CODE:2007 FLORIDA BUILDING CODE, RESIDENTIAL cu cn 0 WIND DESIGN METHOD:ASCE 7-05 < z Lu BASIC WIND SPEED: 120 mph LL 0 0 rl 11 Pi 11 11 BUILDING CATEGORY: 11 cu _j LL ------------ - -- - -- WIND IMPORTANCE FACTOR: 1.00 a Z L'u P 0 WIND EXPOSURE:C - w LL_ qq' cn ca ENCLOSED STRUCTURE -(OPENING PROTECTION REQUIRED) BUILDING CLASSIFICATION:RESIDENTIAL uj co @ 24-O.C. 2x6 RAFTERS BUILDING TYPE:TYPE V CONSTRUCTION w (OVERFRAME) co THREADED ROD LEGEND: cn 0 W Lo a) ROOFLAYOUT THREADED ROD LAYOUT _0 X2'THREADED ROD FROM FOUNDATION TO DOUBLE _0 LL. PLATE.(7-MINIMUM EMBEDMENT REQUIRED) ca M 6 z Y2'THREADED ROD FROM FOUNDATION TO UPPER FLOOR CL NOTES: DOUBLE PLATE.(r MINIMUM EMBEDMENT REQUIRED) 1 �41 ir C6 Lu cm U- LL_ HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE 3.1 LL_ A�f 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x4SPF No.2 12 �0 LLj STUDS @ 16-O.C.FOR PLATE HEIGHT OF 9'-1 U.O.N. M HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE (D MINIMUM Y2'0 ROD TO HOLDOWN ANCHOR AND CONTINUE :5 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED TO DOUBLE PLATE ABOVE. .9 WITH2x4 ca SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9A Y8'-U.O.N. C14 HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE Am C�l >1 C14 00 MINIMUM Y2'0 ROD TO HOLDOWN ANCHOR AND CONTINUE OL Lo 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS'FLEXIBLE'(SIDING)-U.O.N. 0 TO UPPER FLOOR DOUBLE PLATE ABOVE. 0 c'q NOTIFY ENGINEER OF ANY VARIATIONS. (D M UJ c6 19 r- LLj co to ca cf) __j q� C*4 C) cm > C:) < 0 CL x �_: cj) C) cu .... . ......... ...... . �4 = LL cf) c a- < SHEARWALL LEGEND: 00 E :;Z E . ......... .. . .............. . . .. ......... .. ............... SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER SCALE: X16' OR'Y32'RATED SHEATHING,EXPOSURE 1.FASTEN U) )/4" 1 l-011 (LI.O.N.) CD 'x 2 Y2'NAILS @ 6-O.C.ON EDGES AND L8 CEII JOISTJ 24'0.� WITH 0,131 2_1 DO NOT SCALE (D 12"O.C.ON INTERMEDIATE SUPPORTS, cn THIS DRAWING SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER RELEASE DATE: X6'OR'%2'RATED SHEATHING,EXPOSURE 1.FASTEN 04-01-10 WITH 0.131'x 2Y2"NAILS @ 3-O.C.ON EDGES AND L) 12"O.C.ON INTERMEDIATE SUPPORTS. REVISIONS: 6� AND NAIL W (D WITH DENOTED PATTERN. .7777777777777 77117F SHEATH BOTH SIDES OF INDICATED SHEARWALL cm NOTE:BLOCK ALL UNSUPPORTED EDGES WITH 2A FLAT WISE BLOCKING, t(�2)�2x8HEA�DER �2K WOOD FRAMED HEADER LEGEND: DENOTES SIZE d OF HEADER DRAWN BY: r(2-)2) H E A�DE R DJM CHECKED BY: AN DENOTES QUAN -----\-DENOTES QUANTITY WJD CEILING LAYOUT WALL LAYOUT WIND-BORNE DEBRIS PROTECTION REQUIRED: TITYJ Lu OF CRIPPLES OF KING STUDS SHEET: THIS STRUCTURE 13 LOCATED IN THE VWND-BORNE DEBRIS REGION AND OPENING PROTECTION NOTE: IS REQUIRED, STORM SHUTTERS OR IMPACT RESISTANT GLASS SHALL BE PROVIDED FOR ALL ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM GLAZED OPENINGS. CONSTRUCT SHUTTERS PER THE DETAILS ON SHEET S-1 OR USE LO 0 ALTERNATIVE SHUTTERS VATH"FLnRinA PRnntlrT APPRnVAI (2)2x6 No.2 OR BETTER SYP.INSTALL MINIMUM(1)CRIPPLE AND 05 A 0 IP (WLO:NOIM3A)0aV-lD-a-J -a JOU 03HS iV BNOM-9 lK30 OlHillONON NOOK ONIMO WN09VIO llVM aN3 319VO N01.103S llVM MOB 3NO 8ONRX3 ]VOIdL NOUN Cr 'iNO3 9#W-,k'8OiS OMI Jr-3 v '911VITI NOliVONnOJ33S UNS 1NOO 9#W-AUOIS 3NO .0-3 ca (0310N SV)ISIOr ON11130 Orm ce. 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'cl 'OL It9l LL_ 0 z LLI > 0 0 LLJ 0 LLJ:5 "Ju w ———— ————————————— —————— to '9 0 -—————— —————— —————T_— 5 1# M 11i'V3 "9 LLI 00 ——————— ———————————————- HOUSE FOOTING 10L_ -FT-F ——— - —— ————————— r J 0) r-———————————— 41, -------------- -------------- r p"m to I uj -E3- "Y El 7 _J __j 0 z 0 4--------------------- ----------------- sl- 64 _j LOCATE BOTTOM OF FOOTING 0 TO MAINTAIN MINIMUM DISTANCE 1 (0 416 Pi, 7* 1 ————————————---——— ————————————---——————T--Tj L———--————————————————————— SHOWN FROM BOTTOM OF POOL. El Lu 1:1 0 cm 0R"00^m � _j DOW U- SD- OOOF PL :5 FOOTING DEPTHS AT POOL AREA U) L C0 Lu C14 uJ 1.- '0 w r- U5 H 00 'Jt uj tr 2A E I CONTROL JOINT 0 z 'ji' -T————— E-: ;4l u- I.-Z Lu 0 0 U- SN_ U- Lo R� -W] El go 0 _j j A'� �j OR CONTROL JOINT SD-I/' w 'c 0 1001 ip" a/1 04 cl) co Y^H z z 0 el uJ 3dOlS ��D- _j Fn 2 LLp�" ca I ID z 0 w a_ co Fr r ———— 3r 100 L W w 1 0 0 LIJ ly CONTROL JOINT 9JOIG 0 t__a----------- -E- 00 Of 0 z M 0 _c L__J w > L-------j +' (0 SDA) L�t J. 0 .2—,1,z J-11 _J =J z _k CONTROL JOINT 4 -4— _j U) 001 "'T I .2—,1 z .9—,L I, I I z st C-4 1 r 0 c r z U) c —————- LO 7 r- st < cl 0 L——— ul z 00 8 _j CNI W u') r-——————- L———— ——————————————---———————————--—————————— 0) w ,IN c"l cl UJ �021 - I P� I I I I I I i .1 a 110 E LuLl 0 L T 0 co to I B < K w cc CD z F L————---————————————— ——————————————---————————————————————— 0 z Z U) 'NXS D- CL w 1 0 00- Zo 0 4,' -——————————————---——————---———— ————————— —— - co 0 I= EL 7 T ————————————————————————————— LOU 0 r 4 a ui Lu (D L___ _j jCONTR 4 cn w JOINT w Lu U) —————————— L Z 3dOlS _j SD-1 I V) CONTROL JOINT I L -fa- of zw A w w I C4 It 0 rQ _j z V) _j _J Z j" U)V) 0 L z ^00 204 K Z 0 Z co 0- W W NOTE: w SD-1 U) 0 z 0 0- ___jj 1 C14 0 co W SAW-CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) 0 w a- 00 SHALL BE CUT AS SOON AS THE CONCRETE HAS > 0 0 =j _j z 0 LLJ 0 0 tij 0 0 w w NED ENOUGH NOT TO BE DAMAGED DURING THE HARDE W (D 0 to z m ol w 01 w w U) CUTTING PROCESS. I §" rB m SE RM WEATHER) w 0 (TYPICALLY 1 -4 HOURS IN WA s -1 0 101 00 A" 1 DEEP x WIDE SAW FILL CUT WITH CIH 10 CUT AT DENOTED ---------------- ------------------ ELASTROMERIC _j c1sl------------ Z ------------------- ------------- L---------------------------------------- _j 0 LOCATIONS. I 1 2 r _j - I FILLER w L- ---------------------------------------- --------------------- - L ------------------- ---------------------- -------------------------------------- LL z I (n co 0 z 0 cr-0 0 cl) cf) a-z p ui T: �lc U) U)w W A-l"id m 0 CX 0 5 w ui c� tA_ 0 A uJ p m _J L'J M _J <w 4" CONCRETE SLAB V) M m�ld "I a WH c. C/) 4 i­ AS NOTED Z—,Ot .9 '0Z .9 '0Z .9 Lu cn 5 25 w �Qj cn => US DETAIL CONTRACTION JOINT 6L w CD 0� rx D INC. to 0 11481 ST.AUGUSTINE RD.,#202HULSBERG EN Z C)0=)R CONTRACTOR SHALL VERIFY ALL DIMENSIONS JACKSONVILLE,FL.32258 FLORIDA CERTIFICATE Z 2AU�M EMU MB 5846 w 0 USING FINAL APPROVED FLOOR PLAN PRIOR Phone(904)886-2401 0 LLJ 10 oc-)=0 < Fax(904)26D4367 Lo JEFFREY K.HULSBERG,PE WILL FLC YD S.SIMPSON,PE IL 25 FL PE No.50791 TO CONSTRUCTION. FL PE No.33152 FL 0 _POUNQATIONAAYOUT ONLY 01 jt� -41 A "t-R, .............................. GENERAL: CONCRETE: STRUCTURAL STEEL: dd CD LU Metal Connec r Fastening Schedule M M 0 Simpson ID USPID _Ulplift Capacity(Ilbs) Fasteners Anchorage(LI.O.N.) =3 1 Project has been designed in accordance with 2007 Florida Building Code 1. All concrete has been designed in accordance with "Building Code Requirements GENERAL: A35 MPA1 n/a (12)0.131"x IY2" n1a Z C:) Building, 2007 Florida Existing Building Code, and/or 2007 Florida Building for Structural Concrete,"ACI 318-05, and shall be constructed in accordance with M ABU44-Z PAU44-TZ 2200(SYP) (12)0.162"x 2%"or(12)0.162"x 3Y.- 6/8'w/7-embed W Code Residential, as applicable. "Specification for Structural Concrete,"ACI 301. 1. All structural steel has been designed in accordance with AISC"Manual of Steel ASU66-Z PAU66-TZ 2300(SYP) (12)0.162"x 2%"or(12)0.162"x 3W 5/8"w/7"embed a CS16 RSISO 1705(SYP or SPF) (11)0.148"x 3"in each end-(22)total n/a Construction"and shall be constructed in accordance with AISC"Specification for DSP We 775(SYP or SPF) (8)O�148"x 1%*into studs n/a LU 2. It is the intent of the Engineer of Record (Engineer)that this work be performed 2. All concrete shall have the following minimum compressive strength at 28 days in Structural Steel Buildings,""Code of Standard Practice for Steel Buildings and Bridges," (6)0.148"x I%"into double plate LM a) DTT2Z DTB-TZ 2145(SYP)1835(SPF) (8)%"x 1 W SIDS I/V w/4%"embed(mono)and 7"embed(stem) -0 in conformance with all requirements of the authorities having jurisdiction over accordance with ASTM C 172, C31 and C39: "Detailing for Steel Construction,"and have the following designations: GBC HC520 We U) UJ (5)0.131"x I%'into gable brace n/a this type of construction and occupancy. a. Slabs on grade,footings, and miscellaneous concrete: f c=2500psi Welded connections----------------------------- AWS D 1.1 (7)0.131"x 21/2"into double plate b. Cast-in-place beams, columns,walls, and structural slabs:f c--3000psi Structural steel shapes, plates, etc. ASTM A36 F12.5A nia:use RT7 600(SYP) (5)0.131"x 21/2'in each end-(10)total n1a E UJ 3. The contractor is responsible for the means and methods of construction and Structural steel pipe A53 or A501 H2.5T rita:use RT7 545(SYP or SPF) (5)0.131"x 11/2"in each end-(10)total n/a 9 W IRTM 455(SYP) (4)0.131"x 2Y2*in each end-(8)total n/a 0 H3 shall work in conformance with all applicable codes and regulations. It is the 3. Cement shall conform to"Specification for Portland Cement" (ASTM C 150) Structural steel tubing ASTM A500 56 LFTA6 950(SYP)820(SPF) (8)0.131"x 2W in each end-(16)total n/a contractor's sole responsibility to determine erection procedure and sequence H8 RTRA 630(SYP) (5)0.148*x 1%"in each end-(10)total n/a to insure the safety of the building and its component parts during erection. 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) 2. All structural steel connections and fabrications shall comply with AISC specifications. HDQ8 n1a:use UPHD8 7630(SYP)5495(SPF) (20)%"x 3"SDS 7/8'w/15"embed(SET epoxy only) HDI.15 PHD5 5645(SYP)4065(SPF) (14)%"x 21/2"SIDS 5/8"vd 7"embed(mono)and 12"embed(stem) CIL HDI.18 PHD5 6970(SYP)5020(SPF) (20)%"x 3"SDS 7/8"w/15"embed(SET epoxy only) 4. The contractor shall be responsible for all temporary bracing that is required 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, 3. All steel decking has been designed in accordance with"Steel Deck Institute(SDI)"and HETA16 HTA16 1810(SYP) (10)0.148"x I%" 4"embed C4 during construction to keep the structure safe and plumb until the entire organic materials or other substances that are deleterious to concrete or steel shall be constructed in accordance with SDI "Manual of Construction with Steel Deck". HTS20,HTS24 or HTS30 HTW20,HTW24 or HTW30 1450(SYP)1245(SPF) (10)0.148'x 3"in each end-(20)total n/a structure is in place. Any bracing shown on the structural drawings is for the reinforcement. HTSM16 or HTSM20 HTWM16 or HTWM20 1175(SYP) (8)0.148"x 3"into wood n/a (4)%"x 21/."Titen into CMU completed structure only. 4. All bar joists have been designed in accordance with "Steel Joist Institute(SJ 1)"and X UJ (4)%"x I%"Titen into concrete 6. Additional concrete requirements for structures located within 1500 ft of the Coastal shall be constructed in accordance with SJI "Standard Specifications for Joist Girders". HTT16 n/a 3955(SYP)3400(SPF) (18)0.162"x 21/2' 518"w/7"embed(mono)and 12"embed(stem) 5. The contractor shall verify all conditions and dimensions at the job site prior to Control Line (CCL)and exposed to salt spray are as follows: HTr22 rVa:use PHD5 4165(SYP) 3580(SPF) (32)0.148"x 3" 5/8"w/7'embed(mono)and 12"embed(stem) HTT4 n/a 4235(SYP) 3640(SPF) (IS)0.162"x 2%" 5/8"w/7"embed(mono)and 12"embed(stem) commencing work. a. All concrete shall have the following minimum compressive strength at 49 M 5. All light gage structural framing has been designed in accordance with"AISI Standard HTT5 n1a 5090(SYP) 4375(SPF) (26)0.162"x 2W 5/8"w/7"embed(mono)and 12"embed(stem) Z 28 days in accordance with ASTM C 172, C31 and C39: for Cold-Formed Steel Framing"Grade 33-U.O.N. LTP4 MPiF n/a (12)0.131"x 1%" n1a 0 UJ 6. The contractor shall supply, locate, and build into the work all inserts, anchors, I. Slabs on grade,footings, and miscellaneous concrete: LSTA18 LSTA18 1235(SYP)1165(SPF) (7)0.148-x 3"in each end-(14)total n/a LTS12 LTW12 775(SYP)665(SPF) (6)0.148"x 3"in each end-(12)total n/a angles, plates,openings, sleeves, hangers, slab depressions, pitches, or other fc=3000psi 6. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. LTT20 LTS20 1500(SYP)129O(SPF) (10)0.148"x 3" 1/2'w/4%"embed(mono)and 7"embed(stem) 0 UJ components as may be required to attach and accommodate other work. ii. Cast-in-place beams,columns,walls, and structural slabs: Z MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148"x 3"in each end-(18)total n/a fc=500opsi 7. Holes required for bolted connections may be drilled or punched. Flame-cut holes shall MSTAM24 1500(SYP or SPF) (9)0.148"x 3"into vvwd n/a UJ (5)%"x 2%"Titen into CMU 0 7. All details and sections shown on the structural drawings are intended to be b. Maximum water-cement ratio:0.40 not be used. ca ca typical and shall be construed to apply to any similar situation elsewhere in the C. Maximum chloride ion content: 0.15 percent by weight of cement in (5)%"x 1%"Titen into concrete rL MSTA30_MSTA30 2050(SYP)1820(SPF) (11)0.148"x 3"in each end-(22)total n1a 72 z LU work except where indicated otherwise. accordance with ASTM C 1218 8. Bolts shall be installed to the"snug-tight"condition-u.o.n. MSTA36 MSTA36 2050(SYP or SPF) (13)0.148'x 3"in each end-(26)total rda MSTAM36 1870(SYP or SPF) (13)0.148"x 3"into wood n1a a 2 0 (8)%"x 2Y."Titen into CMU ca 8. Refer to the structural drawings for all structural details and sections. The 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the PAINTING: (8)%"x I%'Titen into concrete .2 0 co contractor shall contact the Engineer for clarification in cases of conflict structural drawings.All reinforcing details shall conform to"Details and Detailing of MSTC66 MSTC66 5860(SYP or SPF) (38)0.148"x W in each and-(76)total n/a between the structural drawings and any drawings prepared by others prior to Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 1. All structural steel shall be shop-painted. Prior to painting, steelwork shall be cleaned in IVITS 12 or MTS20 MTW12orMIW20 1000(SYP)860(SPF) (7)0.148"x 3"in each end-(14)total n/a MTSM16 or MTSM20 860(SYP) (7)0.148'x 3"into wmd n/a commencing work. drawings. accordance with Steel Structures Painting Council (SSPC)SP-6"Commercial Blast (4)1/4'x 21/4"Titen into CMU ca Cleaning"after removal of loose rust, loose mill scale, and spatter, slag,or flux deposits. (4)%"x 1%"Titen into concrete UJ UJ UJ 9. All window and door assemblies shall be designed to withstand the applicable 8. Tolerances for foundation and slab alignment as well as placement of reinforcement PA51 TA51 3685(SYP or SPF) (21)0.162"x 2W or(21)0.162"x 3%" 4"embed Z �NNNNNNNN design wind pressures and shall be installed according to the manufacturer's shall be in accordance with"Standard Tolerances for Concrete Construction and -2. For projects located within 1500 feet of the Coastal Control Line(CCL), all structural SPH4 or SPFIS SPTH4 or SPTH6 1360(SYP)1170(SPF) (12)0.148"x I%" In/a SSP 350(SYP or SPF) (4)0.148"x 1%"Into studs n/a requirements. Materials,"ACI 117. Footing or slab edges may be up to 2"outside and 1/2" inside steel shall be cleaned in accordance with SP-5"White Metal Blast Cleaning"'. 1(3)0.148"x 1%"into double plate I LU J of the sill plate. STHD14 TAD14 14430(SYP or SPF) 1(38)0.148"x 3%" 114"embed ca Notes: capacity 0 U.1 OLLI 10. The design of the project structure assumes an allowable soil bearing 3. Immediately after surface preparation, SSPC Paint 15 (red oxide)primer paint shall be 1.AN connectors are mentitactured by Sirripson Strong-Tie or USPStructtral Connectors(U.0.14) 0 Z 2.SYP=SWhern Pkv;SPF=WLice-Pine-Fir - -J LU of 2000 psf. It is the owner's and/or contractor's responsibility to obtain a soils 9. All concrete slabs on grade shall be the thickness as indicated on the drawings over applied in accordance with the manufacturer's instructions. Painting methods shall be 0 3.==concrete;stem=masonry stem aN or bond bearn :3 to tnreaded anchors w M noted donsters and erroedirent depths > exploration report. All requirements for site preparation and soil compaction minimum 6 mil. polyethylene(visqueen)vapor barrier. Slabs shall be reinforced with used that result in full coverage of joints, comers, edges, and exposed surfaces. 0 0 specified in the soil report shall be followed unless more stringent requirements 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, 42 are specified. The Engineer shall be notified if soil conditions encountered or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY 4. For projects located within 1500 feet of the Coastal Control Line(CCL), SSPC Paint 20 ca differ from the noted assumptions. complying with ASTM C1 116. Type I (zinc inorganic)shall be applied,followed by SSPC.Paint 22(epoxy). WIND BORNE DEBRIS OPENING PROTECTION WITH WOOD PANELS ui 10.Slabs on grade shall bear on structural fill which shall be clean sand free of debris 5. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel 0 Z V- MASONRY: 0 CD and other deleterious material. Structural fill shall be compacted in maximum 12" surfaces exposed and visible to the exterior of the structure. lifts to a density of at least 95%of the Modified Proctor Maximum Dry Density EDGE DISTANCE MINIMUM CL to General: I---- ca M . FASTENERS(TYPICAL) E co 0 (ASTM D1557). Fill shall be treated with termite poison before slab is placed. 6. Field touch-up after installation where required to restore final finish. 96"MAXIMUM SPAN V5 Z 2" W W 1. All masonry has been designed in accordance with"Building Code I I.Footings may bear upon undisturbed soll'or upon structural fill. Structural fill LO C6 CL Requirements for Masonry Structures,"ACI 530-05, and shall be constructed in 4: C1 __J (D >- U- accordance with"Specifications for Masonry Structures,"ACI 530.1-05 shall be compacted IN MAXIMUM 12"LIFTS to a density of at least 95%of 0 the Modified Proctor Maximum Dry Density(ASTM D1557)for a depth of at Lu ROOF COVERING: ca ILL 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength least two feet(2'-0")below the bottom of the footing. Z 0 of 2000 psi per ASTM C101 9. Grout shall be mixed to provide a slump between Z -0 1. The contractor shall be responsible for the design and installation of the roof (D 8"to 11 12.The following minimum concrete cover shall be provided for reinforcement: CL covering system. WOOD STRUCTURAL PANEL 8 3 Concrete cast against and permanently exposed to earth. 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to CORROSION RESISTANT %6"OSB OR'Y32-RATED ZW A 2"------Concrete exposed to earth or weather, #6 bar and larger. Will 0 be used in brick veneer. SHEATHING PANEL CL = W .- . UJI 2 Concrete exposed to earth or weather, #5 bar and smaller. 0 1 1/ FASTENER(TYPICAL) a_ the manufacturer's requirements. to I Y2 Concrete not exposed to weather or in contact with earth for the OR U- CNJ 4. The contractor shall be responsible for the design and installation of all flashing 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile U) WOOD STRUCTURAL PANEL ca primary reinforcement, ties, stirrups, and spirals in beams and columns. �CORROSION RESISTANT U) LU Installation Manual,"and the manufacturer's requirements. 2"--------Concrete walls and slabs exposed to salt spray X16"OSB OR'Y32-RATED FASTENER(TYPICAL) Concrete Masonry(CMU): SHEATHING PANEL Z 2 Y2--------Other concrete members exposed to salt spray W 4. Standing seam metal roofs shall comply with ASTM El 514 and be installed CL 1. Concrete masonry units(CMU)shall be ASTM C90-75, Hollow Load-Bearing 13.All continuous reinforcing steel in concrete shall be lap-spliced with the following according to the manufacturer's requirements. 0 -J -J i U- minimum lengths unless otherwise noted on the structural drawings: co LU compressive strength of 1900 psi(fm=1500 psi). am Z 1-- Concrete Masonry Units,Type 1, Grade N-1, normal weight,with a minimum #4 bars: 21"minimum 5. The contractor shall be responsible for the design and installation of all metal 0 flashing and valley material. 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following #5 bars: 26"minimum ILL #6 bars: 32"minimum minimum lengths unless otherwise noted on the structural drawings: FASTENER SPACING ca #7 bars: 46"minimum (D #4 bars: 20"minimum PER CHART -0 (D LIJ #5 bars: 25"minimum WATERPROOFING: Cn 14.Reinforcement in footings shall be bent around comers or corner bars shall be used. NOTE: #6 bars: 30"minimum W PANEL MUST EXTEND PAST WINDOW FAR ENOUGH TO < #7 bars: 35"minimum Ui 0 15.The contractor shall provide spacers, chains, bolsters, etc., necessary to support 1. The contractor shall be responsible for all waterproofing and flashing ALLOW FASTENER INSTALLATION INTO WOOD FRAMING. reinforcing steel. Support items which bear on exposed concrete surfaces shall have considerations. P4 W 3. Grout all cells containing vertical reinforcement in 6-0" maximum Ift. 2 0 UJ U.) D M T- ends which are plastic tipped or stainless steel. 'a W -.1 C/) M ORIENTATION OF RATED SHEATHING STRUCTURAL PANEL "o LIL- ce) 4. Provide cleanouts per ACI 530.1-05 in the bottom course of masonry ca when the wall height exceeds 5'-0". ca NOTES: (D W WOOD FRAMING: .2 13- 5. Beam reinforcement shall be continuous across control joints. cli Lij _J LL 1) FASTENERS SHALL BE INSTALLED ALONG THE TOP&BOTTOM SYMBOL LEGEND LL 1. All wood framing has been designed in accordance with"National Design Specification OR LEFT&RIGHT SIDES OF PANEL. U- Clay Masonry(Brick): (NDS)for Wood Construction,"2005 Edition VIEW DIRECTION Wind-Bome Debris Protection Fastening Schedule IT W 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing SECTION IDENTIFICATION 2) THE SPAN OF THE PANEL BETWEEN ANCHORS SHALL NOT for Y16"OSB or 1Y32"RATED SHEATHING PANEL A 2. All wood members exposed to weather or in contact with masonry, concrete or soil PORTION OF STRUCTURE WHERE EXCEED 96w. Fastener type Fastener sp cinq(inches) Brick, and Hollow Brick, respectively. Grade SW shall be used. shall be treated with an appropriate preservative suitable for the exposure conditions. WALL SECTION SECTION IS CUT parielspan 2 ft.<panel 4 ft.<panel 6 ft.<panel 3) MULTIPLE PANELS CAN BE USED TO COVER OPENINGS 04 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. 3. If ACQ treatment is used on any wood member,then all nailing shall require hot-dipped SHEET NUMBER WHERE THE SECTION WIDER THAN 48', PROVIDED THE PANEL SPAN DOES NOT <2 ft. span<4 ft. span<6 ft. span<8 ft. vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall ISDRAWN >1 C14 EXCEED96" #8 wood screw based 0- co galvanized nails meeting ASTM A153, Class C, or ASTM B695, Class 50. If borate LO openings greater than 16"in either direction,and shall be spaced no more than 8 " treatment is used then galvanizing is not required. anchor w/min.2"emb. 16 16 10 8 0 36"o.c. and placed within 12"of the openings. 4) PANELS SHALL BE PRECUT AND PRE-DRILLED TO FIT OVER length into wood framing LU 04 M C CHANGE IN SECTION EACH OPENING AND APPLICABLE FASTENERS. 0 LJL c6 4. Prefabricated wood trusses shall comply with"National Design Specifications(NDS) -0 CO 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire LOCATION WHERE SECTION WILL CHANGE #10 wood screw based a i= uJ CO and shall have a hood embedded in the mortar joint. Sheet metal ties shall for Wood Construction,"2005 Edition and "National Design Standard for Metal Plate 5) FASTENERS SHALL BE CORROSION RESISTANT ca Cl) -J - " Connected Wood Truss Construction (ANSI/TPI 1-02)." anchor w/min.2"emb. Q "I' - (D -.4- @D not be less than No. 22 gage by Ve"corrugated and fastened with 1 W, 16 16 12 9 0) 0 > length into woo .0 galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at VIEW DIRECTION 6) FASTENERS SHALL BE PERMANENTLY INSTALLED INTO THE d framing >1 0- C) 5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. I X CMU walls. SECTION IDENTIFICATION WOOD FRAMING. 8 �4 = U- CO 0 m CROSS SECTION CO 0 6. The truss manufacturer shall submit shop drawings and design notes with a registered \1V M2;!/--SHEET NUMBER WHERE THE SECTION V lag screw based < 4. Unless otherwise noted on the plans, a 3 V2"x 3 Y2"x 1/4"steel angle shall be IS DRAWN 7) FOR CMU OR CONCRETE CONSTRUCTION,THE FASTENERS anchor w/min.2"emb. 16 16 16 16 CO Engineers seal for approval. Design notes shall include the rated load capacity of the SHALL BE INSTALLED INTO THE WOOD BUCKS FRAMING THE 0 Nt used for supporting brick veneer over openings. This angle will not be required length into wood framing E for arched windows where brick is self-supporting. If the length of the opening truss to truss connectors,and the manufacturers license to fabricate trusses utilizing OPENING. E exceeds 5'-0"then the steel angle shall be attached to the wood framing with the connector system proposed.The contractor shall approve fabrication and LOCATION OF DETAIL C8 SCALE: installation drawings showing size, shape and layout. DETAIL IDENTIFICATION 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER- x 3" lag screws @ 16"o.c. U) N/A DETAIL SHEET NUMBER WHERE THE DETAIL PROOFING CONSIDERATIONS, (D A i! 7. Jobsite handling and erection, including temporary bracing, during installation of IS DRAWN (D DO NOT SCALE U) trusses shall comply with TPI/WTCA BCSI 1. SDA 9) PROVIDE PROTECTIVE COVERS FOR PERMANENTLY INSTALLED 2 THIS DRAWING HARDWARE AND ANCHORS: HARDWARE WHEN SHUTTER IS NOT IN USE. 1�8 RELEASE DATE: 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened 1. All framing anchors and connectors noted on the structural drawings shall be VIEW DIRECTION 04-01-10 manufactured by Simpson Strong-Tie or Engineer approved equal. to their supporting walls or beams with metal connectors as noted in the Truss EXTERIOR FINISH Connection Schedule. ELEVATION IDENTIFICATION REVISIONS: ELEVATION SHEATHING 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A, SHEET NUMBER WHERE THE ELEVATION 9. All gable ends shall be balloon framed or braced in accordance with the applicable W or ASTM F1 554, Grade 36. detail as shown in the structural drawings. IS DRAWN FRAMING AT OPENING: a HEADER SHOWN,STUD, 3. All metal connectors and hardware which are exposed to the exterior or in contact with CRIPPLES,OR SILL SIMILAR Ld 10.The Guardrails, Handrails and Guard In-Fill components(Balusters and Panel Fillers) ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM Al 53, Class C,or ASTM B695, Class 50. shall be designed by the delegated Engineer. The Product Approval Report and or 2 If CAP shop drawings shall be approved by the Engineer of Record prior to construction. TRIM A 4. All anchor bolts,threaded rods, and associated hardware located within 11.Provide joist or solid blocking in floor framing at all guardrail and handrail posts. WOOD SCREW BASED 1500 feet of the Coastal Control Line(CCL)shall be galvanized per ASTM Al 53, -s DRAWN BY: THREADEDSTUD IV CMF Class C,or ASTM B695, Class 50 Y4'FENDER WASHER(MIN.) (D CHECKED BY: 5. Wedge/Expansion bolts shall be"Power Stud/Rawl Stud"by Powers Fasteners I WINDOW UNIT Rawl, 'Trubolt"by ITW Ramset/Redhead, "Wedge-Ali"by Simpson Strong-Tie, or U.1 WJD Engineer approved equal. Indicates additional requirements for structures located within 1500 feet of the X16'OSBOR'Y32'RATED___------ EP 0 SHEET: SHEATHING PANEL -0 Coastal Control Line (CCL). 6. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson Strong-Tie and installed according to the manufacturer's instructions. Holes shall be to CD cleaned of all debris and brushed out prior to installation of anchor adhesive . VERSION:11-M MULTI-PLY ENGINEERED BEAM(LVL or PARALLAM)CONNECTION(U.O.N.): cj Lu 't TYPICAL EDGE STRIP(5) M a=53 1 Y4'WIDTHBEAMS- (3)ROWS-0.131'x3Y4'NAILS@ 12-O.C. Z c) (2)PLY ca 0 TYPICAL INTERIOR ZONE(4) cm (3)PLY I Y4'WIDTH BEAMS- (3)ROWS-0.131'0V NAILS@ 8-O.C.(APPLY EACH SIDE) LU (4)PLY I Y4'WIDTH BEAMS- (3)ROWS-SIMPSON V x 6'SDS SCREWS @ 12-O.C.(APPLY EACH SIDE) LM NOTES: Uj E Uj 1) SPACE NAILS OR SCREWS 2-FROM TOP AND BOTTOM OF BEAM AND CENTER THIRD ROW IN BEAM 2) MINIMUM MATERIAL SPECIFICATIONS: 0 E=1,900,000 psi Fb=2600 psi Fcjf 750 psi Fv=285 psi CN LL CC> CL LU z WIND PRESSURES ON WINDOWS, DOORS & 0 SOFFITS (psf) 19 LL LLJ 0 AREA OF OPENING EDGE STRIP(6) INITERIO ZONE Uj 0 Pos Neg Pos Neg 0 to 20 sf 34.8 -46.6 34.8 -37.5 72 0 Uj 20.1 to 50 sf 33.3 -43.4 33.3 -36.3 u_ -7. M (L q R 50.1 to 100 sf 31.3 -39.2 31.3 -34.2 cl) 0 29.5. -32.5 0 100.1 to 200 sf 29.5, -36.3. co 6 9'PLATE(2x6SPF#2- O'PLATE SD-3 > . . I.................................... ............................................................... : 1 A - STUDS @ 16-O.C.) ........................................... 200.1 to 500 sf 28.01 -33.0 28.01 -31.0 .9 cn Z�'a ISM Design Pressure 34.81 -46.61 34.81 -3�_8 _0 � CO: . ............................................................. Q) a - --- --- -- Base Design Pressure 29.50 GCpi 10.18 CL M cc ....... SIMPSON SSW 24 x 9 LU LLJ DESIGN LOADS DEFLECTION CRITERIA STEELSTRONGWALL (4)2x6 BUILT-UP 10'FILATE ........ . .. .. . .............................................................. ............................ ............................ POST(MIN.) OW T-- ---- - - -- - - - - -- (2)2x12 PORCH BEAM . ..................... LIVE LOAD CARPET OR WOOD FINISH FLOORS FLOORS W R ____(2)FULL LE14GTH(KINGS) LIVING AREAS: 40psf LIVE LOAD: U480 2 . 310 1:_:Uj Jill AND(1).CkIPPLE EXTERIOR BALCONIES: 60psf TOTAL LOAD: U240 ca LU z SD-3 ............................ .. ......................... ............................ _j Uj Jill EACR81DE OF OPENING EXTERIOR DECKS: 40psf 0 . . ............................ .. ......................... ............................ g! L= -1 2x6 LEE 3ER wl(4)0.131"x 3" DEAD LOAD TILE OR BRITTLE FINISH 0 Jill NOTE: @ 16'C C.(EACH STUD) CARPET OR WOOD FINISH: 15psf LIVE LOAD: U600 Jill EACH EXTERIOR POST SHALL BE TREATED Au TILE OR BRITTLE FINISH: 20psf TOTAL LOAD: U360 4x4 POST ON ABU44-Z POST BASE.STRAP Jill POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. TYPICAL ALL POSTS-(U.O.N.) Jill Jill 3 1 Y4' ROOFS ROOFS a- F LIVE LOAD LIVE LOAD: U240 Z SEE DETAIL"U"ON SHEET SD-3. cc) 3C TRUSS TOP CHORD: 20psf TOTAL LOAD: U180 z 0 Jill a P-4 cn CD NOTE: TRUSS BOTTOM CHORD: I Opsf a a- U-) Jill F16 EACH EXTERIOR POST SHALL BE TREATED -ELL C5 ............................ .. ......................... CONVENTIONAL RAFTER: 20psf WALLS E 6x6 POST ON ABU66-Z POST BASE,STRAP NOTE: >1 Fn z CONVENTIONAL CEILING: 20psf BRITTLE FINISH THIS OPEN PORCH CEILING REQUIRES A 00 LU POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. Jill DEAD LOAD WIND LOAD: U240 (3)2x6 BJILT- TYPI A POSTS-(I.I.O.N.) MINIMUM Y8'SHEATHING. TRUSS TOP CHORD: POST(MIN.) AND(1)CRIPPLE FASTEN WITH 6d COM OR BOX NAILS U_ SEE DETAIL'U'ON SHEET SD-3 SHINGLE- 7psf FLEXIBLE FINISH: cr_ 0 EACH SIDE OF OPENING a Z LLJ UP-// (2)FULL LENGTH(KINGS) AT 6"O.C.ON E C.IN THE Jill U_ DGES AND 12"0 TILE- 15psf WIND LOAD: U120 IFIELD. 0 TRUSS BOTTOM CHORD: 5psf Jill 0 NOTE: CONVENTIONAL RAFTER: SHINGLE- i Opsf Jill M THIS OPEN PORCH CEILING REQUIRES A 0 Jill MINIMUM Y8'SHEATHING. ......... TILE- 20psf 0 FASTEN WITH 6d COM OR BOX NAILS .. ....................... ........... ..................... CONVENTIONAL CEILING: I Opsf .. ..................... ................................. 0 AT 6'O.C.ON EDGES AND 12"O.C.IN THE U-1 ............ CL DESIGN CRITERIA: LO ta2_. - 04 (2)2x6 BUILT-U ...................... .................................. (4)2x6 BUILT-UP POST(MIN.) Jill (3)CRIPPLES BUILDING CODE:2007 FLORIDA BUILDING CODE, RESIDENTIAL cu 0') POST(MIN.) (2)KING STUD co cm Jill 011 : E_ WIND DESIGN METHOD:ASCE 7-05 Z < Ck- 12 Uj Jill 'D Jill Ill Jill J1111 (2)FULL LENGTH(KINGS) BASIC WIND SPEED: 120 mph ca 11 . , AND(1)CRIPPLE 3:111 -0 Jill co I cc Z ==j U_ z EACH SIDE OF OPENING 0 BUILDING CATEGORY: 11 1111 Lu will Lju LU a. Jill w< 0 co a- WIND IMPORTANCE FACTOR: 1.00 Jill F 16 Vill rn WIND EXPOSURE:C ILL R >Lu cc Jill (2)2x6 BUILT-U (3)2x6 BUILT-UP (4)2x6 BUILT-UP SD-3 ENCLOSED STRUCTURE -(OPENING PROTECTION REQUIRED) F_ 1111 9'PLATE(24 SPF#2 Jill ��x co POST(MIN.) (4)2x6 0 POST(MIN.) POST(MIN.) STUDS @ 16-O.C.) BUILDING CLASSIFICATION:RESIDENTIAL LLJ Jill 5 ca 0 CRIPPLES z w 0- BUILDING TYPE:TYPE V CONSTRUCTION Jill ............... ............... cl Jill vi Jill -0 ............... co Jill 0 w LO CO R (2)2x6 BUILT-UP Jill U_ _j ............... POST(MIN.) U_ SD-3 Jill _(2)CRIPPLES Li- 0 uj Z TO RIDGE (1)KING STUD ............ LLI c!) C13 ............. g:11 11 1 :1 Z w I— f) z 0000000000MZZ��� w w ZO _j W w �Ie U_ w 0 a- _j U) U_ 0 . .. ............... LL_ z cp U� - = ....... . .. ..... 04 LLj SOLID: - LL, :;Fc co V5 0 0 - CORNER + F �D In LLJ w U) 0 Uj 0 M Q) LU 02 0 ED < LLI cd Can)I LU M ..... . TIT 0 z CN co u_ 0 00 < U") L CL .... ............. 8 C*4 ..... . .... ............... (D W M -.4- <0 �,SD-3/ 2)2X8 HEADE R C:) LU C�l c') 04 0 co z LL. n 00 J -LTQ-P AT-HEIGHT OF I ANDINGI cl) 4^D C" Ld CO C-4 0 S-9 co 0 Li- tz 0 �,�_9 0 ui > c) z Z cn cf) CL Uj ca_ < 0 x co Lu cn 0 w 0z 8 LL _j a- cf) C-) cc Uj < ZO 6 .5 --,.1 0 8 :j SHEARWALL LEGEND: 00 UOJ 0 corn + . w A R E LU Q E 8 0 M LU 0 cl, SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER SCALE: w a cwn 0 z X16' OR'Y32-RATED SHEATHING,EXPOSURE 1.FASTEN )/411 = 1 1-011 (U.O.N.) -kLD-3 WITH 0.131'x 2Y2'NAILS Q 6-O.C.ON EDGES AND 2_1 (2)FULL LENGTH(KINGS) (2)FULL LENGTH(KINGS) DO NOT SCALE (4)2x6 BUILT-UP AND(1)CRIPPLE AND(1)CRIPPLE (2)FULL LENGTH(KINGS) 12"O.C.ON INTERMEDIATE SUPPORTS. cn 2 THIS DRAWING Lu. POS--(MIN.) EACH SIDE OF OPENING EACH SIDE OF OPENING AND(1)CRIPPLE (2)2x1 0 EADER SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER EACH SIDE OF OPENING RELEASE DATE: ........................................... 2C 2K ....................................... ... !/is'OR'y32'RATED SHEATHING,EXPOSURE 1.FASTEN 04-01-10 ......... L 1?22525�� WITH 0.131NM'NAILS @3'0.C.ON EDGESAND ............................. ........................................................................... ...................................... REVISIONS: .................................................................................................... .. 12"O.C.ON INTERMEDIATE SUPPORTS. 4,:, BALLOON FRAME WALL V PLATE(24 SPF#2 STUDS@ 16-O.C.) SHEATH BOTH SIDES OF INDICATED SHEARWALL AND NAIL WITH DENOTED PATTERN. "At ca NOTE:BLOCK ALL UNSUPPORTED EDGES WITH 2x4 FLAT WISE BLOCKING. 21 A NOTES: cn WOOD FRAMED HEADER LEGEND: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2 DENOTES SIZE DRAWN BY: OF HEADER STUDS @ 16-O.C.FOR PLATE HEIGHT OF 10--1 Ye'-U.O.N. CMF (2) -HEADER 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 CHECKED BY: C K SPF No.2 STUDS @ 16'O.C.FOR PLATE HEIGHTS UP TO 10'-1 X8'-U.O.N. WIND-BORNE DEBRIS PROTECTION REQUIRED: DENOTES QUAN' kkg�DENOTES QUANTITY WJD 40 TITY w OF CRIPPLES OF KING STUDS 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS'FLEXIBLE'(SIDING)-U.O.N. Cc,) ;t HEET: NOTIFY ENGINEER OF ANY VARIATIONS. THIS STRUCTURE IS LOCATED IN THE WIND-BORNE DEBRIS REGION AND OPENING PROTECTION NOTE: 75 WALL LAYOUT FIRST FLOOR IS REQUIRED. STORM SHUTTERS OR IMPACT RESISTANT GLASS SHALL BE PROVIDED FOR ALL ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM m: GLAZED OPENINGS. CONSTRUCT SHUTTERS PER THE DETAILS ON SHEET S-1 OR USE LO (2)2x6 No.2 OR BETTER SYP.INSTALL MINIMUM(1)CRIPPLE AND ALTERNATIVE SHUTTERS WITH NFLORIDA PRODUCT APPROVAL". (1)KING STUD AT EACH HEADER(I.I.O.N.) �2 uj x 16"LVL 2K 9'PLATE(2 �TU S(%I j:_ @ 3 . v w d' F` c m t v> > O N O r Lu ,. N .n W O W � oC a � H Q LL •3 N X O w c V V W Z W ID o cn yr W U (3)2x6 BUILT-UP w CL m POST(MIN.) v O W Z TO RIDGE co a O c _ Q O cl) a _Tcn Fr ;��r H N ca J c = �, J J UJ uum =o _ � -� Q `oLij Z W w J ZJ O a 2x12 LEDGER WITH(5)0.131"x 3 Y" 2x12 LEDGER WITH(5)0.131"x 3 Y" w • NAILS @ 16-O.C.(EACH STUD) NAILS @ 16-O.C.(EACH STUD} 3 a o a 4 5'-10Ya' `o Z f 5'-10Ya"PLATE 9'-1 LATE 5'-10Y"PLATE y- 91-10"P LA PLATE °' o Ic d Lo cc E O 1777777-71 F===7 E_�" > Cn Z cco ^co w uj V` �= rn w O LL = ca W J �U 0 z m LL _ o Z ! �� o Z w� wo J O ++ UjN J .... .......... ............. .... ca •� C) Lu rn p O wIII �(2)2x6(RAISED)/ •3 � � z IIIA 12 - (2)2x6 BUILT'-UP a Q a z POST(MIN.) p III (2)2x6 BUILT-UP m ® V �J LL W a : : :' POST(MIN.) c Q m _ _ = �1 a"x9Y'LVL. INRO�_ !'�1 U - - .. .-- - —_ _ -- -- - IL LI 5'-10 "PLATE H m z v Y � :::::::::::::::... llpu2x10LRAI EDS U = =T = ................. — _ s w ........... (3)2x6 BU LT-UP : -- T PLATE(19'-1 AFF) a� cv ..... S (3)2x6 BUILT-UP I w Ln M M ............... .:. : .. ............ ::: ; ; PO ( ) O T: MI POST(MIN.) � w --� co p v _j w : : : .:: ............... ::: : .. ............ ::: : RIDGEI I c . TO . .. SOLID ^� CORNER \ `° Y ............. .......... �° >- ' ............. .......... .............. : :..:::'.'.:::'..... .'.'.:::..: : . .....:::: v w rn � U- /LT-6 Y"PLATE T-6%"PLATE w ZZ 0 m O co O F' o ' I J 8u) v N Lu J c co Z Q vV M C.0 CDc D — D c Z �-T 0000 co S-9 - e w S-9 `y° u. ? J o cv S CD w >Z l O )7<:;Z I O ¢ (/) O MLL s 2x12 LEDGER WITH(5 0.Ill"x 3 Ya" N Z 3 N U a S SHEARWALL LEGEND: —° NAILS @ 16"O.C.(EACH D) o U- U- I E SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER SCALE: X16" OR'32"RATED SHEATHING,EXPOSURE I.FASTEN `y— WITH 0.131"x 2 Y"NAILS 6-O.C.ON EDGES AND z �11 - 1 -0° U.O.N. a 12"O.C.ON INTERMEDIA SUPPORTS. a) DO NOT SCALE °° I THIS DRAWING a ® = SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER o — —I� RELEASE DATE: %6"OR�%2"RATED SHEATHING,EXPOSURE I.FASTEN a, -- WITH 0.131"x 2Y2"NAILS @(�3-O.C.ON EDGES AND � 04-01-10 12 O.C.ON INTERMEDIATE SUPPORTS. REVISIONS: BALLOON FF AME WALL d� SBS = SHEATH BOTH SIDES OF INDICATED SHEARWALL AND NAIL NOTES: WITH DENOTED PATTERN. Q ao m NOTE:BLOCK ALL UNSUPPORTED EDGES WITH 2x4 FLAT WISE BLOCKING. w 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF N0.2 2' cu STUDS @ 16-O.C.FOR PLATE HEIGHT OF 9'4 Ye"-U.O.N. WOOD FRAMED HEADER LEGEND: cp 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 DENOTES SIZE SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Y6"-U.O.N. OF HEADER DRAWN BY: 2 2xHEADER �' CMF ,L 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"BRITTLE"(STUCCO)-U.O.N. C L K NOTIFY ENGINEER OF ANY VARIATIONS. CHECKED BY: DENOTES QUANTITY DENOTES QUANTITY WJD OF CRIPPLES OF KING STUDS w 10 SHEET: WALL LAYOUT - SECOND FLOOR NOTE: cn75 ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM = (2)2X6 N0.2 OR BETTER SYP.INSTALL MINIMUM(1)CRIPPLE AND o (1)KING STUD AT EACH HEADER(U.O.N.) N S �3 O __j THREADED ROD LEGEND: co w d- • = Y2"THREADED ROD FROM FOUNDATION TO DOUBLE c m r PLATE.(7"MINIMUM EMBEDMENT REQUIRED) z O = YZ"THREADED ROD FROM FOUNDATION TO UPPER FLOOR o, o DOUBLE PLATE.(7"MINIMUM EMBEDMENT REQUIRED) w e p = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE y W EI = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE : W MINIMUM Y2"0 ROD TO HOLDOWN ANCHOR AND CONTINUE O TO DOUBLE PLATE ABOVE. o = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE MINIMUM Y2"0 ROD TO HOLDOWN ANCHOR AND CONTINUE TO UPPER FLOOR DOUBLE PLATE ABOVE. c � U. N cn � r a U) L1J X c � U. Z NUT&3'x 3"x Ya"WASHER o W � Q RAISED BEAM(AS NOTED) 3 o W DOUBLE PLATE a HTT5 W Z + "HOLD�WN HTTS HOLDOWN R Q HOLDOWN .................... ... .. . S �4 AT SILL SD-3 cc AT SILL • • .......................... . ................ __-- ___== �' O ................... THREADED ROD ASSEMBLY c ...... .. • o, THROUGH CENTER OF HTS20 AT BEAM III RAISED BEAM `6 W . .... HOLDOWN • W W AT SILL III o m ... ..... . III .......... ____ _ __ __ __ ____ __ III t . IIII IIII R III o �W wJ sa3 III ........................... : . .. ....................... : III THREADED ROD THROUGH RAISED HEADER/BEAM a � w II{I HDU8 I .......... .............. . ..... ........................... iv H - O J IIII HOLDOWN III NOTE: I-=- U IIII • AT SILL III III HR R ASSEMBLY III EACH EXTERIOR POST SHALL BE TREATED THREADED OD • V IIII 4x4 POST ON ABU44-Z POST BASE.STRAP NUT&2"xY"WASHER 3 IIII • ••' III : POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. SECOND FLOOR SOLE PLATE € w IIII TYPICAL ALL POSTS-(U.O.N.) ,o IIII a IIII IIII SEE DETAIL"U"ON SHEET SD-3 FLOOR SHEATHING o Z rn NOTE: • ({I c I••—� co o I EACH EXTERIOR POST SHALL BE TREATED IIII F16 — .F1L III fO a 6x6 POST ON ABU66-Z POST BASE.STRAP _ = — - - - _ — _ - - IIII ............................ . . ............................ . . .............. ..... E � o POST TO BEAM ABOVE WITH 2 H6•Z CLIPS. III III FLOOR JOIST(AS NOTED) Z O i III FIRST FLOOR DOUBLE PLATE ^LO �cc 00 a :I TYPICAL ALL POSTS-(U.O.N.) VIII N SEE DETAIL"U"ON SHEET SD-3 III rn >- LL- 0 DETAIL OF ROD THROUGH FLOOR SYSTEM w J III III o I (III VIII N III HDU8 HOLDOWN VIII • III . ......... . c0 Z III ................ ............................. ..... ......... ..................... a� III AT SILL NUT WITH 3"x 37x Y"WASHER o , ~ .......................................................... ........................................................ ......... ........ ... .. : . III • .,. ... .. ... ... ... .. ... • ALTERNATE:SIMPSON LBPS Yz o W � � III HTT5 ON ROD III : .........;. SLOTTED WASHER WITH 1"FENDER N III IIII AT BEAM IIII) III WASHER. y w IIII DOUBLE PLATE rn O III ..�' IIII •,...•• ; III Jill olllll ILII III Y"THREADED ROD(U.O.N. � d � w IIII III III CENTER ROD WITHIN DOUBLE PLATE u- J a A IIII "1111 �IIIII III _ IIII IIII m O J u- III OPTIONAL-Y"THREADED COUPLING c IIII III III Lu — �MINIMUM DEPTH OF THREAD IS�" Q' Q OR EACH ROD.) a U IIII ® R III � w SD-3 III NUT WITH 2"x Y"WASHER c IIII IIII Illi) IIII IIII I • ---- -- --- SILL PLATE - m U (D • cn • • • EMBED INTO SLAB OR FOOTING Q w IIII IIII I ............. : • WITH ANCHOR ADHESIVE C- IIII III( " CENTER ROD WITHIN SILL PLATE II{I VIII N IIII HTS20 AT BEAM 1111 �' IIII R 1111 I ..... o p ca w Ln ... . z VIII IIII � � � � M ` : IIII SD-3 HITS IIII ............. III a ° e ° a NOT c E• J • HOLE SHALL BE CLEARED OF ALL IIII HOEDOWN I HDU14: DEBRIS AND BRUSHED OUT PRIOR v; Im = Z AT SILL III a HOLDOWN IIII ¢ z W a z TO INSTALLATION OF ADHESIVE. Y w • • • • --- • _ • • „ ........ .. AT SILL; a W a a a z - }- a - -- - :: a o o ° a ,° MINIMUM 7"EMBEDMENT INTO rn w � . ..... IIII m d m _ oI= EL ° ° CONCRETE(OR AS NOTED) 3 t'�1 tai ' III o UL S r' HDU8 III $ 0 w W THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGEuj IIII mow wc90 y r _ HOEDOWN w o 4a w m f �1 AT SILL � 0 w � co x Y2"THREADED COUPLING U.O.N. - IIII JQO ( ) N III F¢- u-? 2"xYe"WASHER o III IIIIQ z � 0- HDU8 N ( • . ................... ... .................... NCHOR BOLT OPTION 1 OR 2 0 4 LO ¢G ..... . ..... ........... ...................... w HOEDOWN - - IIII o> " " (D M AT SILL = _-___ _ ___ _ = o OPTION 1:YZ x 10 CAST-IN-PLACE c� M .s - ¢ HEA 0 w 00, w DED OR L-BOLT WITH v Z _ 0 7"EMBEDMENT.(HOT-DIP c F= LL J m GALVANIZED OR S.S.) � � III o s w o III IIII m ¢ Zw Q _ d o rn IIII Z > P3 m d -� w sa OPTION 2:Y"SCREW >' = Z a� III u a w a n z SC ANCHOR n ¢ O c x III t 1`i .^ BY HURRI-BOLT,INC. c� F- Y .c u. O " (INTERIOR LOCATIONS ONLY) 3 cn U a III d = o o 9 w z p Op Q c � owF - 0 v w � o E o ui m w a THREADED ROD ASSEMBLY ANCHORAGE OPTIONS $ SCALE: " j w i HDU14 _ x IIII J 0 " = 1'-0" U.O.N. HDU14 • .: HOLDOWN Y ) IIII Z HDU8 HOLDOWN AT SILL i o z NUT DO NOT SCALE AT SILL HTS20 AT BEAM - a THIS DRAWING ' : HOEDOWN SIMPSON LBPSY2 SLOTTED WASHER ;0 II s AT SILL • IIU ..........: : • E E. LEASE DATE 1"F 04-01-10 . R .�I .. .. • ....... •. . .............• ....... •..... . ENDER WASHER U ,N4j.................. .................................................. REVISIONS: ' HTTS TT5 TT5 TT5 TT5 TT5 TT5 TT5 TT5 Y"THREADED ROD(U.O.N.) c HOEDOWN HOEDOWN HOLDOWN HOLDOWN t ; HOLDOWN HOLDOWN AT SILL AT SILL HOLDOWN HOLDOWN HOLDOWN AT SILL AT SILL ALTERNATE WASHER DETAIL ai ' AT SILL AT SILL AT SILL AT SILL AT SILL m c W rn n w. N TRUSS OR BEAM(AS NOTED) _ ci HOLDOWN(AS NOTED) DRAWN BY: FASTENED TO TRUSS c CMF OR BEAM. ai CHECKED BY: w WJD cn SHEET: TH RE:AD E D ROD LAYOUT - FIRST FLOOR THREADED ROD ASSEMBLY HOLDOWN ON THREADED ROD AT TRUSS 1 BEAM C) - N 'i i I THREADED ROD LEGEND: • _ Y2"THREADED ROD FROM FOUNDATION TO DOUBLE PLATE.(7"MINIMUM EMBEDMENT REQUIRED) ami c O Y2"THREADED ROD FROM FOUNDATION TO UPPER FLOOR rn DOUBLE PLATE.(7"MINIMUM EMBEDMENT REQUIRED) w ^/ O HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE y U) O = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE = E O = - MINIMUM Yz"0 ROD TO HOEDOWN ANCHOR AND CONTINUE J Y; TO DOUBLE PLATE ABOVE. o U = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE € MINIMUM, "0 ROD TO HOLDOWN ANCHOR AND CONTINUE a TO UPPER FLOOR DOUBLE PLATE ABOVE, c i' +Z x cm Ico O ' NUT&3"x 37x Y"WASHER � Q0 RAISED BEAM(AS NOTED) 3 O TERMINATE THREADED RODS AT SOLE PLATE ��DOUBLE PLATE ca W 0 0 O a� THREADED ROD ASSEMBLY rn • THROUGH CENTER OF y Q -�� --- \� `-�I� RAISED BEAM w w I 0 `co Ib o = J W I o �— z w i . ( W o THREADED ROD THROUGH RAISED HEADER/BEAM w - fl 1 I < F= v c vi .i THREADED ROD ASSEMBLY f/3 i s �' , op ! <F I • I NUT&2"xYe"WASHER 3 V . r SEE DETAIL"FF"ON SD-3 ( SECOND FLOOR SOLE PLATE 0 FLOOR SHEATHING o I4 E co g , " FLOOR JOIST(AS NOTED) c i � ^ ' tqEa# M FIRST FLOOR DOUBLE PLATE c N Irl r a o gz F- c I oZ I W I LLJw O m DETAIL OF ROD THROUGH FLOOR SYSTEM ! o o } ,4 i ............................................. . _ z y' z I a { I<;� o I (� S 't 2= EL • V I , � NUT WITH 37x 3"x Y WASHER I ¢ I o • ALTERNATE:SIMPSON LBPS Y2 o : . : ............. SLOTTED WASHER WITH 1"FENDER w I F I WASHER. M a DOUBLE PLATE i I ( w " c3o Q �'� III Y2 THREADED ROD(U.O.N. 12 .......... ) So ....................... a a CENTER ROD WITHIN DOUBLE PLATE LL 0 f p o OPTIONAL-Y2'THREADED COUPLING W liz W C Z E— '`' r I —— ——— — - — — —— — — — - — - .............. vwi (MINIMUM DEPTH OF THREAD IS Y2- . N Q _ _ _ __ _ = _ = __ _—.=_ FOR EACH ROD.) U ................... . _ LL ' I L I NUT WITH 2"xYe"WASHER m a� t— t SEE DETAIL"FF"ON SD-3 • SILL PLATE W s f I Z ..:::::'.::::::.... ; _ =_ _= • • EMBED INTO SLAB OR FOOTING U 1 O — — ............. — F' Q ............. :•� WITH ANCHOR ADHESIVE CENTER ROD WITHIN SILL PLATE ......... ... .... y k 0 , �x w _' ( I NOTE: w J _ � k � •, HOLE SHALL BE CLEARED OF ALL � LL w co I� co I DEBRIS AND BRUSHED OUT PRIOR vi 1 ...... 4 .k TO INSTALLATION OF ADHESIVE. 1 ,till " . ......... I I " MINIMUM 7 EMBEDMENT INTO o, v ° c 1 ;F CONCRETE(OR AS NOTED) 3 THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGE v £ 4 f3= 4co ;� .........::.:.: ............. ( I Yz"THREADED COUPLING(U.O.N.) c x F _ v rt; d 2"xYe"WASHER 42o cn c .. I o ( ANCHOR BOLT OPTION 1 OR 2 acoLo rl I 04 LL M 3' ' S OPTION 1:Y"x 10"CAST-IN-PLACE N c- Lu OR L-BOLT WITH z u ago C\ + l= s $t ( w 7"EMBEDMENT. HOT-DIP � ccc € ;: SEE DETAIL"FF"ON SD-3 w I I GALVANIZED OR s J o I I > OPTION 2:Y2"SCREW ANCHOR a Q O c f „ p BY HURRI-BOLT INC. LL o cc 3 (INTERIOR LOCATIONS Oca NLY) 3 U a w � { kAl ( E ! ( THREADED ROD ASSEMBLY ANCHORAGE OPTIONS U SCALE: z DO NOT SCALE NUT a� THIS DRAWING SIMPSON LBPS Y2 SLOTTED WASHER n RELEASE DATE: T� 1"FENDER WASHER. t 04-01-10 -� REVISIONS: Y2"THREADED ROD(U.O.N.) TERMINATE THREADED a r :1 RODS AT SOLE PLATE c ALTERNATE WASHER DETAIL I k W r ,+ TRUSS OR BEAM(AS NOTED) _ cj HOEDOWN(AS NOTED) DRAWN BY: t FASTENED TO TRUSS CMF CHECKED BY: OR BEAM. a> WJD Lu t c ,{ rn .1', N SHEET: THREADED ROD LAYOUT - SECOND FLOORIN J THREADED ROD ASSEMBLY 4 T - HOEDOWN ON THREADED ROD AT TRUSS/BEAM o yi 4 t ws 5, _ wl MULTIPLY ENGINEERED BEAM(LVL or PARALLAM)CONNECTION(U.O.N.): c (2)PLY 1%"WIDTH BEAMS- (3)ROWS-0.131"x 3 Y"NAILS @ 12-O.C. .� (3)PLY 1 Y4"WIDTH BEAMS- (3)ROWS-0.131"x 3Ya"NAILS @ 8-O.C.(APPLY EACH SIDE) rn (4)PLY 1%"WIDTH BEAMS- (3)ROWS-SIMPSON Ya"x 6"SDS SCREWS @ 12-O.C.(APPLY EACH SIDE) h' (> NOTES: 1) SPACE NAILS OR SCREWS 2"FROM TOP AND BOTTOM OF BEAM AND CENTER THIRD ROW IN BEAM c 2) MINIMUM MATERIAL SPECIFICATIONS: cn E=1,900,000 psi v� Fb=2600 psiCL € Fc1 750 psi Fv=285 psi cn3 LD O Q) rn c U .cc m C- 4 A, W , L o cc III OLu ....... .... IIII .... J J F IIIII X " " 0 � III 11 2x6 LE ER w!(4)0.131"x 3 d c LU z W II @ 16" C.(EACH STUD) �• IIIII ...... III _j w F- ... . .... ... J a> !— p 2x12 CEILING JOISTS 24"O.C. IIIII 111 o F= U 11 BOTTOM @ 10'-1 "AFF z 111 3 • 1 M' o L ¢• II III � 1-1 to, — �_ — " III c A = IIIII ..... ..... ... : ... ... .... � � E co .... .. ..... ... ... ... .. ..... .... Q 1111 c IIII �� III cc c �co L , .: FL OR TRUSSES @ 24"O.C. v' 111 o N RIP 2x12 LEDGER%'0.131"x 3"NAILS " o rn IIII TTOM @ 10-1 e AFF Ua c @ 8"O.C.INTO OTTOM CHORD z g W h AND WEBS i w III fy Aj G IIII ,� -� LL IIII - III ~Ny z IIII a � % * III a wz ............. .... ........................ .... IIII ..... ..... .... ... ... ...... .... 111 ski co . t .5 1111 wco w c? -- g IIII � Ua vNi@' � d Ill c .w :I I' 3 1111 � o � o { 1111 - o � o � II � o IIIDco om IIII om N � III zE— � g IIID � ,_., Q J II � I 3 F: IIII 1111 LL I III ��" ` x II g m IIIII O 0 0 111 a LL o { IIII k 1111 — SII IIIIm III rT, U ,� r5 b �` IIII ® :....... — III IIII I— Jill cn IIII IIII Q IIII U) LL � LL 2x12 vi 0 = OgQ = OgQ ............ 22X12 IIII IIII O � IIII " oma IIII p F- "v �. F v \ a> 1111 � N � � cmI= II • O o O IIII LL is N IIII " III o OQ cm III .. .............. w IIII III IIII N i o U N w r Q L IIII N Q LL + C Ll.. 2x8 FL OR JOISTS rn c @ 24"0. .AT LANDING 111 III �' n Ny� co 0 ` . .. .. . .. ...... ...... ..... 6 po Ti- ...... ...... .. U N IIII g N F25 —— c� 7 _j O � � ch v c N if D s/mac o a D a z ' ago S-9 N U) - i .r ; �� III III � � IIIIm ? Z m < ,Q -c < M u n Q O c III " III 3 � a 111 2x12 CEILING JOISTS @ 24.O.C. O m J C OO BOTTOM @ 9'-1 Y"AFI" LL IIII a IIII �I SCALE: y I4O = 1'-011 40, IIII N DO NOT SCAL THIS DRAWINI ........................:.......... . ISI . — RELEASE DATE: 04-01-10 ...................... . s ....................................................... .................................. .... .......... .............. ..... .. ................... .. .. ....... ....................: _ REVISIONS: c W Q rn L W _ `:. DRAWN BY: CMFy - C CHECKED BY: WJD w SHEET: m m E= FLOOR FRAMING LAYOUT j pS �E I _ CD U IR= c INSTALL MINIMUM Vie OSB SHEATHING ON c DORMER WALLS-NAIL @("O.C.ON EDGES AND 17 O.C.IN FIELD WITH a 8d COM OR BOX Lu h DOUBLE RAFTER AT EA.SIDE \ ) U \\ RIDGE BEAM AS NOTED ON PLAN NOTE: M W \ INSTALL Vie"OSB RATED SHEATHING ON DORMER = RAFTERS AS NOTED ON PLAN \ WALLS-SHEATHING SHALL BE CONTINUOUS FROM o W \ \ LOWER PLATE TO UPPER PLATE. NAIL @ 6-O.C.ON EDGES AND 12"O.C.IN FIELD WITH 0.131'x 2 Yz NAILS. c LSTA18 STRAP SHED RAFTER TO \ \\ p LOWER ROOF RAFTER(TYPICAL) \ y 20's @ 16-O.C. a \ N CL ui c � V Q Z \ 0 W \\ \\ \ \ � (' - W Z ca \ "k, a W DC EXTEND WALL SHEATHING TO \ a Z TOP OF RAFTER \ cc O c - \ o F— \ = U. _ �C HS CLIP \ ui (TYPICAL) cc LL W W \ (DO � m a 2x4 NAILER OVER MULTIPLE >1O PLY RAFTER.NAILED WITH H8 CLIP STUD TO RAFTER U (2)16d NAILS @ 6-O.C. p (2)H8 CAPS(TYPICAL AT DOUBLE RAFTERS} m U a ap °Q (3)2X6 BUILT-UP 2x4 SHEATHING NAILER ADJACENT H8(LIPS(TYPICAL RAFTERS) o I-W W 2x4 LEDGER NAIL TO RAFTER TO cn TO RAFTER.NAILED WITH SUPPORT SHEATHING NAIL @ 8"O.C. c W LILI Z O POST(MIN.) (z)t6a NAn @ 6-O.C. m H 0 a STAGGERED WITH 0.131"x 3 Y"NAILS. ami I U �.. ° 0 • 3 W — o z n' r DOUBLE c «cn Fl- cco c a E, �_ 6 L=o w U-) a ate) • - >- i LT 0 DOUBLE m LJi p ~� LLI 8 p g w e.1 I C w a LA r? >- C'4 x m O W rn z w c o OVERFRAME Q Z L LL 1¢ a = O �J J M p0 BLE of W LL_ ........ ... rn Q � wU LL_ 2x12 RIDGE � H W DOUBLE I- vN Q a II 0W � � N O W LO II I I I WJ mM PITCH BREAK III Li _j ch C M �_ (2)1 a"x 9Y"LVL. IN ROOF) �1.� W —_ — — (2)2x6 BUILT-UP . • � V l } a ....... ......... .. . T POST MIN. ( ) (3)2x6 BUILT-UP w CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS POST(MIN.) 3 (2)2x6 BUILT-UP Span Tables for No.2 SYP Rafters � OVERFRAME I POST(MIN.) :: ::.... = = = 9 P Ps _ _ _ No Ceiling Load-20 sf LL,10 f DL 8 ... ...... SIZE 12"o.c. 16"o.c. 24"o.c. o ...... c 2x6 1T-0" 15'-1" 12'-4" 2x8 22'-5" N .... 2x10 26'-Ow 23'-2N 18' N ...... Tables f N 2 SYP Rafters N Cel Joist n 00 „ .... /* Span a es or o. a ers- o Ceiling Jois- 8 N •- ... .. ...... with Drywall Ceiling-20 psf LL,15 psf DL t W .. . ...... ; , . ...... ; DOUBLE' I SIZE 12"o.c. 16"o.c. 24"o.c. o w -o Z �- ado c 2x10 24'-10" 21'-6" 17'-6" Lam°, w �.CO N_ J �3- „ .. . ... 1 26'0" 25'2" 20'-6" J c � 0 (2)2x6 BUILT-UP 2x12 � Z c - U' > a O G POST(MIN.) Span Tables for No.2 SYP Ceiling Joist CL Q O x 222 .. ...... ...... �Q/ 111y� 20 psf LL,10 psf DL 8 Y a U- OVERFRAME SIZE 12"o.c. 16"o.c. 24"o.c. CO 2x4 9'-10" 8'-11" T-8" p 2x6 16-6" 13'-6" 11'-0" E 2x12 RIDGE I 2x8 20'-1" 1T-5" 14'-2" e SCALE: 2x10 24'-0" 20'-9p 1 T-0 Y4" _ n W o I 2x12 26'-0" 24-4 19 10 — 1 0 (U.O.N.) 1 JA D co a: D Span Tables for No.2 SYP Floor Joist 8 DO NOT SCALE 40 psf LL,10 psf DL THIS DRAWING -' x L SIZE 12 o.c. 16 O.C. 24 D.C. �* ?+'� " " " RELEASE DATE: 2x6 9'-8" 8'-10" T-8" 04-01-10 2x8 12'-10" 11'-8" 10'-2" REVISIONS: �_ v ( 2x10 16'-4" 14'-10" 13'-0" DOUBLE 2x12 19-11" 18'-1" 164" 14"TJI 230 23'-10" 21'-9" 19-1" _ api w Roof Framing Notes: E, 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP o 2. ALL RAFTERS SHALL BE 2x10 0 24"oc.(U.O.N.) 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON MTS12 CLIPS = WITH(7)10d x 1y"NAILS EACH END. ci 4. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH(4) DRAWN BY: - 131"x 3Y4"TOE-NAILS. CMF 5. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER m THAN ADJOINING RAFTERS.(U.O.N.) CHECKED BY: 6. FASTEN RAFTERS TO CEILING JOISTS WITH(4).131"x 3,V4"NAILS. w WJD 7. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) SHEET: (2)2x6 BUILT-UP a (2)2x6 BUILT-UP /� .131"x 3Y"TOENAILS. POST(MIN.) v ROOF FRAMING M I N G LAYOUT 8. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SIMPSON MTS12 POST(MIN.) TWIST STRAPS WITH(7)10d x 1Y2"NAILS EACH END OF STRAP. to 9. 2x BLOCKING BETWEEN ALL RAFTERS AT BEARING. o N S �7 m IEm sr cS OZ O w i M N W CL ] F. E LSTA18 RIDGE STRAP 14 i AT EACH RAFTER N ' gI` SPLICE w/(6) x W I 0.131"x 3 Ya"NAILS "Pi, h SPLICE w/(6) ROOF COVERING BY OTHERS t DO NOT SPLICE 0.131"x 3 Ya"NAILS ( ) Z AT PONY WALL @ W SPH6 32"O.C. 0 TOP&BOTTOM 1 sz"RATED OSB SHEATHING,EXPOSURE I-SHINGLE ROOF "%z"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF s FASTEN WITH 0.113"x 2%"RING SHANK 3 W BEDROOM#4 I NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. k EXCEPT USE0.131 x 3 Y NAILS @ 4 O.C.AT OVERHANGS fl ' s gz"RATED STURD-I-FLOOR(T&G)SHEATHING GLUED b� �-bv 2x6 SOLE PLATE W Z I ' AND NAILED.FASTEN WITH 0.131"x 2 Y"RING SHANK ( a s @ 6-O.C.ON EDGES AND 12-O.C.IN THE FIELD. "' ", @ 12�"0 C.�"x 3"SCREWS z%z"RATED STURD-1-FLOOR(T&G)SHEATHING GLUED O 6 AND NAILED.FASTEN WITH 0.131 x 2,V2'RING SHANK ca o ' r SPH6 @ 32"O.C. @ 6 O.C.ON EDGES AND 12 O.C.IN THE FIELD. c Z O t't s sl TOP&BOTTOMce cu Q, O f. c fa � W W m TYP.24"DEEP OPENw a WEB FLOOR TRUSS co W U Q xla3�' SYSTEM H8 CONNECTOR AT EACH TRUSS c w Z L (2)2x6 SYP#2 O " FLOOR FLOOR MASTER BATH DOUBLE PLATE(U.O.N.) 0 1= V a GIRDER '100 GIRDER THREADED ROD ASSEMBLY -C6 • f o ��� AT NOTED SPACING 3 (SEE DETAIL ON € V w a a i° , KITCHEN/FAMILY THREADED ROD LAYOUT) O 2x6 SPF#2 STUDS @ 16"O.C.-U.O.N. c ~ (SEE WALL LAYOUT) 0 o INTERIOR BEARINGca a Ln CONCRETE SLAB FOOTING E Z> o ca co uj uj u) Z 2x6 TREATED SYP#2 SILL PLATE CL N >- LLL ca STEMWALL U m UL O FOUNDATION o Q 0 (D ui c a Lo CDN ca rn z. wp A SECTION 3 ' ` `—; Z S-8 o V Q a caW J LL Z Q cn W V ILL co TWO STORY ROOF LINES(BEYOND) (D T �'! V w r v Q a W N U'1.` C � LSTA18 RIDGE STRAP y w Ln M AT EACH RAFTER �W op cC/)co J M ROOF COVERING(BY OTHERS) vi = Z ami Y W -o (2)133/a"x 9Yz"LVL(IN ROOF) is " N w a /3z RATED OSB SHEATHING,EXPOSURE I-SHINGLE ROOF ' w w %z"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF 3 LL- I SPH6 @ 32"O.C.- A35 LSTA18 EACH SIDE FASTEN WITH 0.113"x 2%"RING SHANK w TOP&BOTTOM NAILS @ 6 O.C.ON EDGES AND INTERMEDIATE SUPPORTS. co (2)CS16 POST EXCEPT USE 0.131"x 3 Y"NAILS @ 4"O.C.AT OVERHANGS c „ S (2)2x6 RAISED co CS16 0 2E No DOUBLE RAFTER(BEYOND) b" I LSTA18 (DO NOT SPLICE AT PONY WALL) COMMON AREA coo v N { . TOP OF M c m a� O W -J N M c III PLATE(BEYOND) u. m b� 23/z"RATED STURD-I-FLOG T&G)SHEATMI�JG GLUED z o u AND NAILED.FASTEN WITH 131"x 2 Yz"RIC I SHANK TWO STORY co �-- Lu m - N F10(BEYOND) @ 6"O.C.ON EDGES AND 1 C.IN THE FI D. co WALL(BEYOND) c > o rn G� O rn CS16 a Q O * { y 3 c a u- �I ILLr- a a c ,I U SCALE: xi H8 CONNECTOR AT EACH TRUSScn 2x6 BRACE FOR (2)2x6 sYP#2 Y411 = 1'-0° U.O.N. z DO NOT SCALE UNDERFRAMING(TYP.) DOUBLE PLATE(U.O.N.) N THIS DRAWING THREADED ROD ASSEMBLY RELEASE DATE: TWO STORY �; AT NOTED SPACING `-SOD ''.L°O OFFICE 04-01-10 WALL(BEYOND) (4)2x6 BUILT-UP POST (SEE DETAIL ON TM a' / b.) THREADED ROD LAYOUT) c REVISIONS: I DINING 2x6 SPF#2 STUDS @ 16"O.C.-U.O.N. c (SEE WALL LAYOUT) aa) 2x6 TREATED SYP#2 SILL PLATE w cn DRAWN BY: CMF f y CHECKED BY: w WJD SHEET: B SECTION Lo o � G S-8 N i f n,; S C LJJ � Z In O C 0 Lu cm W W ti� DC A2 .3 CL N E r i fF x W Z Wo ,i L Yid a1s �. W c tl) �- W Z Z%2"RATED STURD-i-FLOOR T&G SHEATHING GLUED c cn o BEDROOM#3 "' ( ) BEDROOM#2 " ca AND NAILED.FASTEN WITH 0.131"x2 Yz"RING SHANK 9 z%"RATED STURD-I-FLOOR(T&G)SHEATHING GLUED o Z o cn @ 6"O.C.ON EDGES AND 12"O.C.IN THE FIELD. a {s AND NAILED.FASTEN WITH 0.131"x 2 RING SHANK YY I'� @ 6-O.C.ON EDGES AND 12"O.C.IN THE FIELD. O c W W - 17 7011 AA 00 W J N `u co Lu i;-:J 1 o w H8 CONNECTOR AT EACH TRUSS c LLI Z 0 w (2)2x6 SYP#2 i F— U a 4 ' DOUBLE PLATE(U.O.N.) • cu "100 THREADED ROD ASSEMBLY L o ciao AT NOTED SPACING € w GREAT ROOM GARAGE (SEE DETAIL ON o a THREADED ROD LAYOUT) o Z 2x6 SPF#2 STUDS @ 16"O.C.-U.O.N. c o O Lo (SEE WALL LAYOUT) c n. E o co U) Z 2x6 TREATED SYP#2 SILL PLATE m ^00 C15w Lo ami CV �- u- cu cLum LL GARAGE SLAB $ F..� z 0- v ELI imUJ C Lo >- N m O U w po c SECTION .° ~ ¢- � w s-s •► LL_ ` ¢ a 1 J J cu W J_ LLm z F— r, Q � W V vi LL cu MSTA24 RIDGE STRAP Jz- Q w .4 (3)1 3/a"x 16"LVL RIDGE N LSTA18 RIDGE STRAP w � cc Li c O J co r¥th W cu o y (2)13/4x 14"LVL RIDGE = Z co V S Y a ROOF COVERING(BY OTHERS) m LLL 11.4 LL LLj LSTA18 RIDGE STRAPis " /z RATED OSB SHEATHING,EXPOSURE I-SHINGLE ROOF az"RATED PLYWOOD SHEATHING EXPOSURE I-TILE ROOF 1 (2)1%"x 14"LVL RIDGE 1t FASTEN WITH 0.113"x 2%"RING SHANK c NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. N ROOF COVERING(BY OTHERS) EXCEPT USE 0.131"x 3 Ya"NAILS @ 4"O.C.AT OVERHANGS No N d co % 6"OR 1%2"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF 0 _ N a 32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF t M cn to 4 FASTEN WITH 0.113"x 2%"RING SHANK o w to 3- NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. 2/3z"RATED STURD-1-FLOOR(T&G)"SHEATHING GLUED BEDROOM#2 co �o 1k AND NAILED.FASTEN WITH 0.131 x 2 Y RING SHANK cn N @ 6-O.C.ON EDGES AND 12-O.C.IN THE FIELD. co I� I a Q O °�' r U) Y aLL- c dco am., Co _ r ger x#, t E: r b `. 'GN S SCALE: I . -- c.� %" = 1'-0" U.O.N. H8 CONNECTOR AT EACH TRUSS z NOT SCALE 2x12 CEILING (2)2x6 SYP#2 cn DO a) IS DRAWING JOISTS(TYP.) I I DOUBLE PLATE(U.O.N.) RELEASE DATE: AIN THREADED ROD ASSEMBLY o l -lco {2)2x8 HEACIER I AT NOTED SPACING L 04-01-10 ' o —1co AT STAIR LANDING —;OO SEE DETAIL ON c REVISIONS: MASTER BEDROOM MASTER BATH OFFICE GARAGE Em a' THREADED ROD LAYOUT) 2x6 SPF#2 STUDS @ 16-O.C.-U.O.N. a k, (SEE WALL LAYOUT) STAIRS c (BEYOND) 2x6 TREATED SYP#2 SILL PLATE Er s "Ir GARAGE SLAB DRAWN BY: - CMF CHECKED BY: w WJD D SECTION 21 SHEET: N S-9 P . o N U ° BRICK VENEER WITH 1"AIR SPACE c c AND WALL TIES i 2x STUDS @ 16"O.C.(U.O.N.) BRICK VENEER WITH 1*AIRSPACE c •PROVIDE WEEP CONT.FLASHING, 0 c AND WALL TIES r ,t �+ w a ,M HOLES @ 33"O.C. h GROUT AIR SPACE BELOW FLASHING 2x STUDS @ 16"O.C.(U.O.N.) 2x-TREATED SILL PLATE r ^- CONT.FLASHING;PROVIDE WEEP ( 4*CONCRETE SLAB WITH 6x6 _ S (SEE TYPICAL WALL SECTION FOR ANCHORAGE) HOLES @ 33"O.C. ( f W1.4x1.4 WWF OR FIBERMESH E GROUT AIR SPACE BELOW FLASHING ' 4"CONCRETE SLAB WITH 6x6 r- ^ o W1.4x1.4 WWF OR FIBERMESH 2x_TREATED SILL PLATE I f - N (SEE TYPICAL WALL SECTION _— .—_—�-4—� FOR ANCHORAGE) ° z ° a ° �\\\//I a /\\\\VAPOR BARRIER OVER TREATED 4 CONCRETE SLAB WITH 6x6 ° : \/\\\,\\\,� BEARING POST(AS NOTED) \\ N , \\ ,p GRADE W1.4x1.4 WWF OR FIBERMESH °\ \ \ \ \\/\/ VAPOR BARRIER OVER f " \ �AND COMPACTED FILL /'�/�/'� �/j�/jai TREATED AND COMPACTED FILL 4 CONCRETE SLAB WITH 6x6 4"CONCRETE SLAB WITH GRADE \ \ \ ,r AS NOTED \ \ \ ,,\ 6x6 W1.4x1.4 WWF OR v, - #5 CONT. . , .a.. \//\ \//\/� � f:. �1 W1.4x1.4 WWF OR FIBERMESH " u� " " \/ /� GRACE \\/\\�\\\\�\\ 4 CONCRETE SLAB WITH 6x6 ° �, FIBERMESH aco \\�8 CMU STEMWALL WITH(1)#4 @ 48 O.C. H\ / /�� \ //\//\\//\\//\\//\\ �� ----Y-4— W1.4x1.4 WWF OR FIBERMESH x AND IN EACH CORNER. REINFORCEMENT(AS NOTED) — - _— I 4 ° GRADE ,° °°. \\ \\\\\ �� FILL CELL SOLID AT EACH#4 REBAR. g // VAPOR BARRIER OVER TREATED %/,` ° e //\//\//\// �8"CMU STEMWALL WITH 1 °° %\r °\ \ \� - . - cn - \/ " " co /\\ • . i / /\/\/\/\/ O#4 @48 O.C. \ %\/ VAPOR BARRIER OVER '� - o HOOK REBAR 12 INTO SLAB AND 6 INTO \ \ \ \ \ \ a ° `AND COMPACTED FILL 4 0 ✓\ /\/\/\/\r ° / / % /i\/ / z r,\//\o, \/ /\ //A \// ° //\//\//\// ANDIN EACH CORNER. �\ \ \ \ \ \ \ \\�\\� / / ,\ \ ° ° \ \ \ \\ \\ \\ FOOTING. \ \\ \\ \ \\ \\ \ \\ \\\\ /\//\//\ \//\//i/' TREATED AND COMPACTED FILL \/\/ cr/\\ %\/ VAPOR BARRIER OVER .///////// ///\/// //, ////\// FILL CELL SOLID AT EACH#4 REBAR: �\/�\�\ �\\�� \/ %\�/ VAPOR BARRIER OVER "X/,\ \ \ \ /\��/ o /\\/ " " \ \\ TREATED AND COMPACTED �- 5" . \ \//\//\//\// /j\ HOOK REBAR 12 INTO SLAB AND 6 INTO �. r� '` TREATED AND COMPACTED FILL / FILL 6" \\\\\ %`�\ FOOTING. W ONE STORY- 2 #5 CONT. 1'-5" ONE STORY- 3 #5 CONT. 1'-8" (2)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED) " (AS NOTED) REINFORCEMENT(AS NOTED) t TWO STORY-(3)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT. 8 (1)#5 CONT. 0 0 Z to A SECTION STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK E SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K SECTION -THICKENED EDGE P SECTION - INTERIOR BEARING PAD FOOTING ��- Q W SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACTSD-1SD-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. fO Q O 0 .i 1 " N 2x STUDS @ .C. U.O.N.6 0 (U.O.N.) � W 2x CREATED SILL PLATE _ " a Z PA51 STRAP NAILED TO GARAGE 2x STUDS @ 16 O.C.(U.O.N.) o (SEE TYPICAL WALL SECTION 3 MAXIMUM OVERHANG(OPTIONAL) Z DOOR POST.BEND STRAP INTO - D I : FOR ANCHORAGE) -' STHD14 STRAP NAILED TO 2x_STUDS @ 16-O.C.(U.O.N.) z Ll FOOTING AS SHOWN. - GARAGE DOOR POST. 4"CONCRETE SLAB WITH 6x6 4"CONCRETE SLAB WITH 6x6 20 a� Q o z EMBED STRAP INTO FOOTING W1:4x1.4 WWF OR FIBERMESH W1.4x1.4 WWF OR FIBERMESH 2x_TREATED SILL PLATE v uQi 4"CONCRETE SLAB WITH 6x6 `�° " � W THICKENED EDGE AT GARAGE DOOR AS SHOWN: o U W - N (SEE TYPICAL WALL SECTION m a � ' . W1.4x1.4 WWF OR FIBERMESH c w Z cn � w J w z FOR ANCHORAGE) - " z o THICKENED EDGE AT GARAGE \\\\/\ \\ a� F= " #4 WITH 6 HOOK INTO FOOTING DOOR / // ,VAPOR BARRIER OVER TREATED m V / VAPOR BARRIER OVER TREATED \ \ \ \ CURB HEIGHT VARIES u� TE LAB WITH - \ \ \ 4 CONCRETE S 6x6 " w . �`� - z \ \ o / " AND COMPACTED FILL \\\\\\%\\i AND COMPACTED FILL GRADE _ AND BENT 12 MINIMUM INTO ///\ ///�r\ 0 y GRADE \ \ \ W1.4x1.4 WWF OR FIBERMESH = - _ _ - _ ^�a MONOLITHIC FOOTING \ \ \ (1)#5 CONT. - A• k \ \ / _ THICKENED EDGE. \ \ \/\(1)#5 CONT. -�-- �' GRADE GRADE \� // //\//\ \r8 CMU STEMWALL WITH(1)#4 @48-O.C. ° ////%C �8"CMU STEMWALL WITH(1)#4 @ 48-O.C. r.`.; .4$ " / \//\\//\� AND EACH CORNER. v\/\/ v`° \j\\ �f ff ° ° ° \ / //\\//\\//\�AND IN EACH CORNER. r'\�/\/ / / VAPOR BARRIER OVER TREATED ( / FILL CELL SOLID AT EACH#4 REBAR. q _ ��\\/�\\// . ,\ //\ / ° //\//\, \\i /r\\r\\ o o \ \/\/ FILL CELL SOLID AT EACH#4 REBAR. AND COMPACTED FILL " " / /// a ; VAPOR BARRIER OVER TREATED o \j \/\\/\ " m \ \/\ HOOK REBAR 12 INTO SLAB AND 6 INTO \\\\� �' \\ - - /<GRADE - - - - - \ \/ ° �.. \/ / HOOK REBAR 16 INTO PORCH SLAB H� FOOTING. /\ /SAND COMPACTED FILL ° ° \\\/\\/\\/\\/\\/\\/r\\///\//\\//\\//\\//\\//\\//\\//\\ 6" c Ltd I .+; 1'-8" ONE STORY- 2 #5 CONT. 1'-0" ONE STORY- 2 #5 CONT. /\%\/\/\/\/\/\/\/\/\/\/\ \ \ \\/\\/\\/\\�\\ \r \ \ \ \ \ \ \ \ \ \ \ \ N TWO STORY-(3)#5 CONT. 1'-4" TWO STORY-(3)#5 CONT. CONT.CONCRETE FOOTING . fi /\/\/\/\/\/\/\/\ 1-8 (2)#5 CONT. "ALTERNATE:INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA-51 STRAP OR STHD14 STRAP(SEE DETAIL R ON SHEET MI) cc U.1 s o * . B SECTION -STEMWALL SECTION - MONOLITHIC F DETAIL- PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION (MONOLITHIC) L SECTION - PORCH STEMWALL Q SECTION NON-BEARING STEPDOWN z 1 SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 0 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. _ c ; a H . i JV' . .. �. r - SHOWER AREA F 1- SHOWER AREA c w ( 11L 1 MONOLITHIC FOOTING c��o O k t BRICK VENEER WITH 1"AIR SPACE - ).; AND WALL TIES 8w CMU STEMWALL 3 �� �. LL 2x_STUDS @ 16"O.C. U.O.N. FORM EDGE c O CONT.FLASHING;PROVIDE WEEPc Lu HOLES@ 33-O.C.hl PLAN VIEW PLAN VIEW GROUT AIR SPACE BELOW FLASHING ayi U BRICK VENEER WITH 1"AIR SPACE 2x-TREATED SILL PLATE AND WALL TIES " � (SEE TYPICAL WALL SECTION @ (U.O.N.) v 2xSTUDS16 O.C. U.O.N. m I k s FOR ANCHORAGE) 2x STUDS @ 16"O.C.(U.O.N.) °' w ) 2x_TREATED SILL PLATE - a U (1)#5 CONT. CONT.FLASHING;PROVIDE WEEP (SEE TYPICAL WALL SECTION s Q ix : F s# FILL JOINT WITH ELASTOMERIC HOLES @ 33-O.C. FOR ANCHORAGE) 2x-STUDS @ 16-O.C.(U.O.N.) (2)MSTAM36-Z STRAPS I# ! ( JOINT FILLER GROUT AIR SPACE BELOW FLASHING 6"MIN. (1)#4 CONT. 2xTREATEDSILL PLATE `o N I i 2x TREATED SILL PLATE 4"CONCRETE SLAB WITH 6x6 cn NAIL EACH STRAP TO CRIPPLE STUD (D O ' 4"CONCRETE SLAB WITH 6x6 HEIGHT OF CURB VARIES (SEE TYPICAL WALL SECTION v J SEE TYPICAL WALL SECTION i- WITH 13 10d COM NAILS ! 1 ( " FOR ANCHORAGE W1.4x1.4 WWF OR FIBERMESH a ( ) v LL W1.4x1.4 WWF OR FIBERMESH N 6 MIN. FOR ANCHORAGE) 4 CONCRETE SLAB WITH 6x6 ) z w cc z 'MAX.) o FASTEN STRAP TO FOUNDATION _ W1.4x1.4 WWF OR FIBERMESH 1)#4 CONT. 0 0 o vi ,r ✓ -s' ( • z " (8)Y4-x 2Y"CONCRETE SCREWS ami HEIGHT OF CURB VARIES 8 MAX. WALL WITH " _ 6 MIN: HEIGHT OF CURBbARIES(8 MAX.) \\\\/\\ \�VAPOR BARRIER OVER TREATED ¢ INTO MASONRY OR 8 Ya"x 13/a"CONCRETE v_ VAPOR BARRIER OVER TREATED GRADE 4 CONCRETE SLAB WITH 6x6 � GRADE--\ " / O GRADE \ \\/\\ \\ W1.4x1.4 WWF OR FIBERMESH /\\�\\ \/\\ 4 CONCRETE SLAB WITH 6x6 \//\ \//\,AND COMPACTED FILL M = SCREWS INTO CONCRETE. CONCRETE o, ,AND COMPACTED FILL \/jj/jj \ VAPOR BARRIER OVER TREATED W1.4x1.4 WWF OR FIBERMESH \\/\\\\/\r\ SCREWS SHALL BE POWERS"TAPPER"WITH E " °,�__—_ � '•, \\\\\\\\\\` //\ \ \/\(1)#5 CONT. STEMWALL WITH(1)#4 @ 48"O.C. LADE // // /AND COMPACTED FILL GRADE \ \ \ z cu —_—_ PERMA-SEAL FINISH OR EQUAL. al J. / //////, AND IN EACH CORNER. 8*CMU STEMWALL WITH(1)#4 @ 48-O.C. 4 FILL CELL SOLID AT EACH#4 REBAR. g \//\ \/ VAPOR BARRIER OVER / //\ \ " " \ • �. \/\\ " r\\ + ". ,.a w\ \\ o \ ':. \/\ \ 8 CMU STEMWALL WITH(1)#4 @ 48 O.C. \ \\ .. °✓ / _ \ \ \\ FILL CELL SOLID AT EACH#4 REBAR. STUCCO // HOOK REBAR 12 INTO UPPER COURSE OF \//�\� TREATED AND COMPACTED FILL :// //\�/ AND IN EACH CORNER. ` ` �` r> q o \\ \\/\\� c 4°' : ° 'f \, \\ \\\\\\ \\ BLOCKS AND 6w INTO FOOTING. \/ // // // / \//\�//\\//\ \\ • . \\�\� ' / / VAPOR BARRIER OVER TREATED HOOK REBAR 16 INTO PORCH SLAB AND - • //j \//\//j/ \\ \/\\/\\ \\/\\/\\/ / FILL CELL SOLID AT EACH#4 REBAR. /j / / / /\�/\�/ . \\ ° \\\� " ._ NOTE: 5". // /// //%\//\ \\\\\\\\\\\\ \\ HOOK REBAR 12"INTO LAB AND "INTO /\\// //\\//\\/ //\\//\\�/AND COMPACTED FILL \ \ \ \ \ \�// 6 INTO FOOTING. / / THIS DETAIL MAY BE SUBSTITUTED FOR v� N FOOTING, EITHER// \//�\�/ //\ EITHER THE PA51 STRAP STEMWALL OR T N I 1'-5" ONE STORY 3 #5 CONT. 6" \r, \\i\ \/ (STEMWALL) n co I' 3 1-0 ONE STORY- 2 #5 CONT. 6 \ THE STHD14 STRAP(MONOLITHIC), v c� FASTEN STRAP AS NOTED ABOVE TO V-8" ONE STORY- 2 #5 CONT. 1'-9" TWO STORY (3)#5 CONT. 1'-8" ONE STORY- 2 #5 CONT. 1'-4" TWO STORY-(3)#5 CONT: " \,\/\/\/ L- p N o r 1'-8" TWO STORY-(3)#5 CONT. 1-8 (Z)#5 CONT. \/\/ c N ccv c 1'-8" TWO STORY-(3}#5 CONT. `\ EITHER FOUNDATION TYPE. o w E , CD az LL ao c I LLj o cs _€ c SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK G SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH BRICKcc DETAIL - ALTERNATE FOR PA51 STRAP OR �, 8 SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48-CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 Q Q p f' ENGINEER FOR ADDITIONAL REQUIREMENTS. ' ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. STHD14 STRAP Y s u p k[ f I 2x-STUDS @ 16"O.C.(U.O.N.) S SCALE: t � 2x TREATED SILL PLATE N.T.S. -(U.O.N.) (SEE TYPICAL WALL SECTION a FOR ANCHORAGE) DO NOT SCALE . ( THIS DRAWING 1)#5 CONT. RELEASE DATE: FILL JOINT WITH ELASTOMERIC JOINT FILLER 04-01-10 a� r 2x-STUDS 2x-STUDS @ 16"O.C.(U.O.N.) t 2x-STUDS @ 16"O.C.(U.O.N.) @ 16"O.C.(U.O.N.) ci 2x_TREATED SILL PLATE REVISIONS: 4"CONCRETE SLAB WITH 6x6 c W1.4x1.4 WWF OR FIBERMESH 2xTREATEDSILL PLATE 2x-TREATED SILL PLATE ' h d SEE TYPICAL WALL SECTION (SEE TYPICAL WALL SECTION c ( (SEE TYPICAL WALL SECTION c N FOR ANCHORAGE FOR ANCHORAGE) c II z ) FOR ANCHORAGE) 6"MIN. HEIGHT OF CURB VARIES8"MAX. " CURB HEIGHT VARIES rn VAPOR BARRIER OVER TREATED D VARIES(8- 4 CONCRETE SLAB WITH 6x6 c k': ! GRADE \\ \\�\%/j,AND COMPACTED FILL OGRADE--\ 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH 4"CONCRETE SLAB WITH 6x6 Q, zz W1.4x1.4 WWF OR FIBERMESH W1.4x1.4 WWF OR FIBERMESH aD STEMWALL WITH(1)#4 @ 48-O.C. _—_�_°— - - -_ -- AND IN EACH CORNER. \ ° a — FILL CELL SOLID AT EACH#4 REBAR. " //%//%/// /////\ q " _ HOOK REBAR 12 INTO UPPER COURSE %//�// ,° , < ?r/\\//. \��� ° . , \s / > a//\ ° p . ° .•.;, \s\ ////, ci \ \ \ \\ \\ \\ \\ OF BLOCKS AND 6"INTO FOOTING. \\ \\ VAPOR BARRIER OVER TREATED / \\ DRAWN BY: 'r \\ d� / \j AND COMPACTED FILL ,,/i,. VAPOR BARRIER OVER �'�//�//�// /' VAPOR BARRIER OVER TREATED CMF 6" � a> TREATED AND COMPACTED FILL AND COMPACTED FILL CHECKED BY: " V-0" ONE STORY- 2 #5 CONT. 1'-4" ONE STORY- 2 #5 CONT. " �., V-8" ONE STORY- 2 #5 CONT. 1-4 ONE STORY- 2 #5 CONT. w WJD . x " STORY-(3)#5 CONT. 1'-8" TWO STORY- 3 #5 CONT. " rn 1-8 TWO STORY-(3)#5 CONT. O 1-8 TWO STORY-(3)#5 CONT. 4 M N y SHEET: D SECTION -STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INTERIOR BEARING J SECTION - BEARING STEPDOWN N oSD SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 SD-1 SD-1 N ENGINEER FOR ADDITIONAL REQUIREMENTS. @ VERSION:10a ci w d� c m (TYPICAL DOUBLE PLATE SPLICE) Z 48"MINIMUM SPLICE LENGTH c O MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION _ TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT a o (SEE DETAIL"E"ON SD-2) i (16)0.131"x 3"NAILS IN THIS ZONE.. / NAIL EACH PLY OF KING AND CRIPPLE STUDS / (2)2x—SYP#2 DOUBLE PLATE(U.O.N.)NAIL HEADER NAILING REQUIREMENTS c PLATES WITH 0.131"x 3"NAILS @ 8"O.C. Ep JOINT IN LOWER PLATE JOINT IN UPPER PLATE TOGETHER WITH 0.131"x 3 Y"NAILS @ 6-O.C. ' STAGGERED j! DOUBLE PLATE - 2x6 (3)NAILS PER PLY v, " STAGGERED(TYPICAL) TYPICAL STUD TO DOUBLE PLATE �� _ W THREADED ROD ASSEMBLY WITHIN THREADED ROD ASSEMBLY CENTERED 6 OF SPLICE IN LOWER PLATE ON SPLICE IN PLATE OR THREADED ROD CRIPPLES AND KING STUDS 2x8 (4)NAILS PER PLY E N W CRIPPLE STUD AND KING. CONNECTION (AS NOTED) 8"MAX. g"MAX, ALTERNATE:IF ROD IS GREATER ASSEMBLY WITHIN 12"ON EACH SIDE OF STUD REQUIREMENTS '9 (SEE DETAIL"G"ON SD-2) HEADER � THAN 6"FROM SPLICE-ADD JOINT. 6"MAX. (SEE WALL LAYOUT) HEADER(AS NOTED) 2x10 (5)NAILS PER PLY y 0 SSP AT SPLICE.A At a jai NAILS AS NOTED � MSTA36 STRAP CENTERED ON CHANGE IN - 2x BLOCKING(TYPICAL) PLATE HEIGHT — ) IN TABLE 2x12 (6)NAILS PER PLY r (3)0.131"x 3 Y"TOENAILS AT EACH `./ _ !! END(TYPICAL) CRIPPLE STUD 9Yz"LVL NAIL EACH SILL PLY TO KING STUD KING STUDS (5)NAILS PER PLY c N 3 WITH(3)0.131'x 3Y4'NAILS-TOENAIL 11%"LVL (6)NAILS PER PLY N T ' 2x4 BLOCKING BETWEEN STUDS TOENAIL OR ENDNAIL(TYPICAL) 14"LVL (7)NAILS PER PLY W NAIL EACH PLATE TO CRIPPLE STUD OR ENDNAIL EACH END TO ADJACENT BEVEL BLOCKING AS REQUIRED FOR NOTE: c Q WITH 3 0.131"x 3 Y"NAILS-TOENAIL STUD WITH(3)0.131"x 3 Y"NAILS MINIMUM 1 Y"NAIL PENETRATION NAILS MAY BE TOENAILED OR BACK 16"LVL 8 O NAILS PER PLY OR END (TYPICAL ( INTO MAIN FRAMING MEMBERS. NAILED THROUGH KING STUD. Z (TYPICAL) o w W (2)2x SILO 2x_SPF#2 STUDS @ 16"O.C.(U.O.N.) SHEATHING MAY CANTILEVER UP TO o (SEE WALL LAYOUT) 2"MAXIMUM PAST SUPPORTS.ALL 3 LLJ WINDOW ATTACHMENTS MUST BE ANCHORED INTO 2x_MEMBERS. coa DOUBLE SILL REQUIRED WHERE OPENING72Q W Z r WIDTH EXCEEDS 61" U.O.N.) DDETAIL-TYPICAL ARCH TOP OPENING E DETAIL-TYPICAL HEADER TO KING STUD CONNECTION tl I THREADED ROD ASSEMBLY AT NOTED SPACING ca 0 ii (SEE DETAIL ON THREADED ROD LAYOUT) SD-2 SD-2 0 2x—TREATED SYP SILL PLATE �i O �... JOINT IN SILL PLATE I STEMWALL: STEMWALL OR MONOLITHIC: \ ` a, O Yz"THREADED ROD SET 5"IN ADHESIVE Y"x 10"CAST-IN-PLACE HEADED OR a II I ORX"x 8"TITEN HD(SIMPSON) L-BOLT (7 EMBEDMENT) W WW * o W sTEMWALL: TYPICAL STUD NAILING (.� MONOLITHIC: a, � Yz"THREADED ROD SET 4"IN ADHESIVE Y"THREADED ROD SET 4"IN W ADHESIVE NAILING AT STUD OR s " " TO DOUBLE PLATE STUD SIZE DOUBLE PLATE SILL PLATE co U TYPICAL STUD TO SILL PLATE OR/e x 6 TITEN HD(SIMPSON) o �+/ W w Y2 x 9 SCREW ANCHOR BY (END NAIL) c w Z -� THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY OR ANCHOR CONNECTION HURRI-BOLT,INC. MONOLITHIC: 2x4 (2) (3) w O (BEYOND) BOLT(TYPE 1Q, (2),or 30) " " 3 " " s " " STUD > — -j w WITHIN 12"OF EACH SIDE OF JOINT (SEE DETAIL G ON SD-2) OR Y2'x 8"TITEN HD(SIMPSON) Ye Yea'TITEN HD OR Y x 6 SCREW BUILT-UP CORNER POST ANCHOR BY HURRI-BOLT,INC. 2x6 (3) (4) `SEE DETAIL"K"ON SD-2 IN SILL PLATE. SILL PLAT • �NAILING AT STUD 2x8 (4) (5) BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) * ANCHOR BOLT REQUIRED WHEN DISTANCE BETWEEN NQjE; a a TO SILL PLATE c a NAIL EACH PLY WITH 0.131"x 3 Y" THREADED ROD ASSEMBLIES EXCEEDS 60".INSTALLa a CENTER ANCHOR BOLTS � (TOENAIL) 2x10 (5) (6)� � 0 NAILS @ 6-O.C.STAGGERED TYPE 1 OR(2 @ 60-O.C.MAXIMUM SPACING,OR IN SILL PLATE,USE 2"xXk WASHER c F."..I TYPE g3 @ 48-O.C.MAXIMUM SPACING. *ALL NAILS NOTED ARE 0.131"x 3 Y" a Lo (SEE DETAIL"F"ON SD-2) TYPE O -TYPE� TYPE Occ c DETAIL -TYPICAL WALL FRAMING CONDITIONS F DETAIL -ANCHOR BOLT OPTIONS G DETAIL -TYPICAL WALL STUD CONNECTION ..`° Z SD-2 SD-2 SD-2 co o� w c N � a 0 J >- UJ.. H2.5A AT EACH LOOKOUT tm 2x4 LOOKOUTS @ 48"O.C.FOR —SILL PLATE(BELOW) o OVERHANG2x CORNER FRAMING FULL 0 � HEIGHT STUDS(TYPICAL) a ROOF SHEATHING(AS NOTED) I/- JOIST(AS NOTED) c0i 2x4 SYP BLOCKING BETWEEN (2)ROWS OF 0.131"x 3,v4' CONNECTOR WHERE REQUIRED w I-- 55� LOOKOUTS H2.5A AT EACH LOOKOUT NAILS @ 12-O.C. o 0.131'x 2.y2'NAILS @ 6-O.C. 2x4 LOOKOUTS @ 48"O.C. — STAGGERED(TYPICAL) (SEE ROOF FRAMING NOTES) c r, Lo N FOR OVERHANG -� o w >- BALLOON FRAMED STUDS AS NOTED ( ) ROOF SHEATHING — rn z 1" 0 `t (AS NOTED) GYPSUM BOARD 3 --� Z SINGLE PLATE NAIL TO TRUSS 2X6 OR WFRAMED WALL 2x4 SYP BLOCKING SILL PLATE(BELOW) (2)2x SYP#2 DOUBLE PLATE w BOTTOM CHORD WITH 0.131"x 3Y" ( �M � LL. a NAILS @ 6-O.C. BETWEEN LOOKOUTS (U.O.N.) p z! ► 2x4 CORNER FRAMING FULL co J LL BALLOON FRAMED WALL STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYOUT) - W — EXTERIORSHEATHING SHALL BE HEIGHT STUDS NAILED TO BOTTOM CHORD OF TRUSS STUDS(AS NOTED) rn Q (� DOUBLE PLATE MINIMUM OF(3)2x4 BLOCKS 12"LONG GYPSUM BOARD t�TA6LS.C.WITH 0.131"x 2 Y" INTERIOR VAULT NAILED WITH(4 0.131"x 3 Y"NAILS TO w I� — — — — — EACH ADJACENT STUD cv — (U.O.N.ON WALL LAYOUT) EXTERIORSHEATHING ALTERNATE:INSTALL SOLID STUD IN THREADED ROD ASSEMBLY ATNOTED SPACING(SEE DETAIL ON H DETAIL BALLOON FRAMED GABLE END LOW CEILING VAULT SHALL BE NAILED TO THIS SPACE THREADED ROD LAYOUT) y U SD-2 UPPER PLY OF DOUBLE x TREATED SYP SILL PLATE Q a INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y OF EXTERIOR ROOF PITCH 2 PLATE @ s O.C. r--2x4 CORNER FRAMING FULL HEIGHT STUD v; C3 WITH 0.131"x MY NAILS. — - — — — — (U.O.N.ON WALL LAYOUT) 2X4 FRAMED WALL (2 ROWS OF 0.131"x 3 Y" a m O w cLo NILS @ 12-O.C. \\ ^ U_ J M J DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAULT K SECTION -TYPICAL FRAMING AT 90° CORNERS L SECTION -TYPICAL INTERIOR BEARING WALL _ w rn Y sD-2 INTERIOR CEILING PITCH EXCEEDS/l/2 OF EXTERIOR ROOF PITCH sD-2 sD-2 �/1 w LL ILLU- o w m � a> c ENDNAIL(2)0.131"x 3 Y"NAILS AT EACH LOOKOUT 2x6 BLOCKING AT EACH DIAGONAL BRACE04 �, c c 2x6 DIAGONAL BRACE @ 48"O.C.WITH RAFTER(AS NOTED) C c 8 - LoLo (5)0.131"x 3 X"NAILS AT EACH END(U.O.N.) 2x4 FLATWISE LOOKOUT @ 48"O.C. s M N CID ROOF SHEATHING(AS NOTED) �- � FASTEN SHEATHING TO LOOKOUT WITH o w SHEATHING END NAILING REQUIREMENTS. LLi co o cr, cc I—H3 CLIP @ LOOKOUT(TYPICAL) 42 � J c 2x4 L-BRACE AT EACH LOOKOUT NAIL WITH a Q z0 c rn — — x " N o c° ((3)0.131"x 3 Ya NAIL SPF MATERIAL c� Y s w NOTE: ,_ " ACCEPTABLE MAXIMUM 12"OVERHAN � a 2x—SUBFASCIA NAIL TO LOOKOUT WITH o (2)0.131"x 3Ya"NAILS E ENDWALL RAFTER NOTCHED FOR FLAT LOOKOUT SCALE: NAIL SHEATHING @ 6-O.C.TO RAFTER WITH N.T.S. -(U.O.N.) 0.131"x 2V NAILS 2_1 DO NOT SCALE THIS DRAWING NAIL PLATE TO RAFTER WITH 0.131"x 3 Y" NAILS @ 6-O.C. 2D RELEASE DATE: 1x4 LATERAL BRACE @ 48-O.C.NAILED h o 04-01-10 TO EACH JOIST WITH(2)0.131"x 3"NAILS ° . ' PLATE(AS NOTED) INTO(4)CEILING JOISTS.OVERHANG SOLID BLOCKING AT EACH LOOKOUT LOCATION REVISIONS: MINIMUM 2"TO AVOID SPLITTING. WITH(4)0.131"x 3 Y"NAILS INTO LOOKOUT m MINIMUM%s"RATED SHEATHING CONTIUOUS c TO BOTTOM OF LOOKOUTS w NAIL JOIST TO GABLE STUDS WITH (4)0.131"x 3Y"NAILS @ 16-O.C. W NOTE: TOENAIL GABLE STUDS TO DOUBLE 8'-0"SOLID DECKING MAY BE INSTALLED IN LIEU OF PLATE WITH(3)0.131"x 3 Y"NAILS DRAWN BY: LATERAL BRACING AND DIAGONAL BRACING. LSTA18 STRAP @ 48-O.C. CMF (D CEILING JOIST(AS NOTED) CHECKED BY: CIO WJD SHEET: M DETAIL- NOT USED N SECTION- GABLE END DIAGONAL BRACING a SECTION - NOT USED B SECTION - NOT USED o SD-2 SD-2 SD-2)ISD-2 N S 2 O F-R-CF(VERSION:7a) f Lu lot INSTALL DSP CLIP @ 16"O.C. MSTA24 STRAP LOOPED OVERdi DOUBLE PLATE NAILED WITH MAXIMUM SPACING (U.O.N.) c Z O i ((6)10d x 1 Y"NAILS INTO EACH INSTALL MSTA24 STRAP LOOPED OVER c $IbE OF STUD --- 8"MAX. DOUBLE PLATE.NAIL TO CRIPPLE ON w i SD �3 DOUBLE PLATE ; -- EACH SIDE WITH(6)10d x 1 Y"NAILS. I - I c W ` = EXTERIOR BEAM(AS NOTED) I x �-. WALL STUDS � � I 9 N W E STRAP CRIPPLE TO HEADER WITH c DOUBLE PLATE � I I � .'. NOTCH BEAM AS REQUIRED TO I LSTA18 STRAP y Qcn FIT BENEATH DOUBLE PLATE I € N N RAFTER LTT20(U.O.N.) ' SILL PLATE BEAM BEARS ON(2)2x CRIPPLES � 3 NAIL SPLICE WITH(6) 0.131"x 3 Ya"NAILS (TYPICAL-U.O.N.) I N r 2 (U.O.N.) I ( n W NAIL BRACE WITH(5) CONDITION. � Q 0.131"x 3�"NAILS d' J (NOTCHED BEAM) c TO SPLICE(U.O.N.) a Z PURLIN BRACE OR -------------------- ------ I I --- -------- -------- - ------ 0 W W BEARING ------------ ----------------- OPTION#1 ------------------------------ -- I— -- ------ ------rl------T�----I Q • --- I I I I � I I I I I I I I I I I THREADED ROD ASSEMBLY I I I I I I I I I I I THREADED ROD ASSEMBLY MSN 26� — I I I I I I I I I I I I I I I I I I I I 0 INSTALL DSP CLIPS @ 24"O.C.OR I I I I I I I I I I NOTE: I I I I I I I r I I NOTE: 3 W -- I I II II II II 1 I I I II II II II I I Z _-= SPH_@ 32"O.C. I I I I I I I I I I THREADED ROD ASSEMBLY I I I I I I I I I I THREADED ROD ASSEMBLY -�' I i I i i i i i i i I I I I I I I I I I I I I NOT REQUIRED AT GARAGE n NOT REQUIRED AT GARAGE I I I I I I I I I I EXTERIOR BEAM(AS NOTED) I i I i I I I I I I I I DOOR OPENINGS. I I I I I I I I I I I DOOR OPENINGS. .2 W Z I II II II II I I It II II II I � I II II II II I I I I II II II II T crl o � RAFTER DOUBLE PLATE m NAIL SPLICE WITH(6) (2)MSTAM24 STRAPS FASTENED TO i, n Z o 2 0.131"x 3Ya"NAILS STUDS AND FACE OF FOUNDATION BEAM INSTALLED BENEATH DOUBLE PLATE \N 6 ce (U.O.N.) o SILL PLATE in' PURLIN BRACE OR W W RING BEAM BEARS ON(2)2x CRIPPLES ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED OPTION#2 BEA (TYPICAL-U.O.N.) (SEE DETAIL"C"ON SD-2) (SEE DETAIL"C"ON SD-2) 9 CONDITION. 2 FLUSH HEADER CONDITION DROPPED HEADER CONDITION L W —� Q ALTERNATE ~ U (DROPPED BEAM) �� w� w J c w Z O _ OVER WIDE OPENINGS - TYPICAL RAFTER SPLICE AT PURLIN BRACE Q DETAIL- UPLIFT ANCHORAGE WITHOUT THREADED ROD R DETAIL - EXTERIOR BEAM TO WALL CONNECTION s DETAIL - DOUBLE PLATE STRAPPING 0 P DETAIL • sa3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD-3 sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 3 T s SD-3 `./ 4 INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE PLATE _ NAIL EACH END OF BLOCKING TO c Q_ Lo o I I ALTERNATE:MSTA24 STRAP LOOPED OVER d JOIST WITH(3)0.131"x 3 Y" >_ o - DOUBLE PLATE NAILED WITH(6)10d x 1 Y"NAILS >. Fn Z INTO EACH SIDE OF STUD ca ^ w EXTERIOR BEAM INSTALL 2x4 BLOCKING BETWEEN 0 ROOF SHEATHING DOUBLE PLATE N Q J (AS NOTED) JOISTS @ 12-O.C. c �o a r ,s H6 CLIP FROM 3'x 3"xYa"WASHER UPPER LEVEL STUD a� • • >- w co POST TO BEAM #fr ROOF TRUSS BY OTHERS WITH THREADED ROD ASSEMBLY WITH NUT JOIST(AS NOTED) ( ) CS16 STRAP(CUT TO LENGTH)FROM UPPER Z m w BRACE(IF REQUIRED) LAP BEAM PLIES AND STUD TO STUD BELOW @ 32-O.C.(U.O.N.). NAIL EACH BLOCK TO DOUBLE PLATE 0 NAIL AS SHOWN-(5) i (2)ROWS OF 0.131"x 3 Y"NAILS @ 12"O.C. NAIL INTO UPPER STUD WITH(11)10d AND NAIL WITH(3)0.131"x 3 Y"NAILS -v 1 1 TO REPLACE(1)ROW OF LATERAL 0.131"x 3Ya"NAILS PER PLY TALL 2x4 No.2 SYP T-BRACENOTED) I PT POST(AS NOTED) INTO LOWER STUD WITH(11)10d NAILS. 0 Z 1'1 BRACING INS PT POST AS NOTED NAILED TO EACH PLY OF TRUSS WEB AT ( ) ��� 2x_FRAMING(BELOW DOUBLE PLATE) / BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE 11 I ABU POST BASE DOUBLE PLATE H6 CLIP FROM POST 6"O.C.WITH 0.131"x 3"NAILS II (AS NOTED) SPH_CLIP OVER DOUBLE PLATE I NAILING NOT REQUIRED BETWEEN UPPER SILL a w 11 TO REPLACE(2)ROWS OF LATERAL TO BEAM 11-11 1 FRAMED WALL I 1 � �"THREADED ROD PLATE AND LOWER DOUBLE PLATE. c w � � BRACING INSTALL 2x6 No.2 SYP T-BRACE EXTERIOR BEAM j I'I I NAILED TO EACH PLY OF TRUSS WEB AT (AS NOTED) 0 I WITH NUT SET IN ALTERNATE:MSTA24 STRAP LOOPED OVERcc o ADHESIVE / DOUBLE PLATE WITH 6 10d x 1 Y"NAILS �, Z = w =a l ) FLOOR SYSTEM(AS NOTED) I' ', +----- y --------- -- 6"O.C.WITH 0.131"x 3"NAILS PLAN VIEW AT TOP OF POST i •O j INTO EACH SIDE OF S�UD �� (7"EMBEDMENT) n Z c O �j BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE m Q w LL- DOUBLE PLATE 0 Occ e a / Zui NOTE a a a ° i (1)ROW OF 0.131"x 3 Y"NAILS @ 6"O.C. LOWER LEVEL STUD o, Q ° icn ZD T-BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS cc IMPRACTICAL. SIDE VIEW AT BASE OF POST L o X I N OF NON-BEARING WALL TO ROOF FRAMING y L" T SECTION -TYPICAL T-BRACE u DETAIL -TYPICAL CONNECTIONS AT EXTERIOR POST" v DETAIL-ALTERNATE ANCHORS AT 45 CORNER w DETAIL - CONNECTION OF UPPER LEVEL STUD TO LOWER LEVEL STUD SECTION - CONNECT 0 s < w R SD-3 SD-3 SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sa3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sa3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED 1•- o a O w � NAIL SCAB TO RAFTER WITH w J m " INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE PLATE (4)0.131"x 3 Y"NAILS = o 2x_SPF#2 STUDS @ 16 O.C. U.O.N. (SEE WALL LAYOUT) DOUBLE PLATE ALTERNATE:MSTA24 STRAP LOOPED OVER Y w ADD 2x4 VERTICAL BRACE IN EACH 3"x 3"x Y"WASHER DOUBLE PLATE NAILED WITH(6)10d x 1 Yf NAILS RAFTER SET n T/-� } a RAFTER SPLICE IF REQUIRED- 2x_SOLE PLATE(U.O.N.)NAIL TO BAND V 1 (SEE DETAIL) BOARD @ 6-O.C.WITH 0.131'x 3 Ya"NAILS THREADED ROD ASSEMBLY WITH NUT INTO EACH SIDE OF STUD ((3�OH BRA 3 Ya" NAILS TYPICAL AT J EACH BRACE � � � w 5 0.131"x 3Y"NAILS U.O.N. "RATED STURD-I-FLOOR(T&G SHEATHING g UPPER LEVEL STUD 2x4 X-BRACE ACROSS LENGTH OF w O ( ) ) 2x FRAMING(BELOW DOUBLE PLATE) GLUED AND NAILED.FASTEN WITH 8d COM OR " SHEARWALL CS16 STRAP(CUT TO LENGTH)FROM UPPER cn 2x6 No.2 SYP CONTINUOUS PURLIN-NAIL RING SHANK @ 6-O.C.ON EDGES AND 12"O.C. STUD TO HEADER BELOW @ 32"O.C.(U.O.N.). NAIL SCAB TO PLATE WITH(3) WITH(3 0.131"x 3 Y"NAILS AT IN THE FIELD. NAIL INTO UPPER STUD WITH(11)10d AND NAIL " EACH BRACE I 0.131'x3Y TOENAILS INTO HEADER WITH(11)10d NAILS. (2)ROWS OF 0.131"x 3 Y"NAILS @ 12"O.C. / BEGIN NAILING I"MINIMUM ABOVE SOLE PLATE 2x4 BLOCKING BETWEEN JOISTS T No 2x4 No.2 SYP BRACE AT EACH RAFTER ' TOENAILED TO DOUBLE PLATE WITH � � � SPH_CLIP OVER DOUBLE PLATE I NAILING NOT REQUIRED BETWEEN UPPER SILL PLATE 0.131"x 3 Y"NAILS 4-O.C. t c OPEN WEB TRUSS AND LOWER DOUBLE PLATE. @ N M GYPSUM BOARD ALTERNATE:MSTA24 STRAP LOOPED JOIST(AS NOTED) o w cb BAND BOARD OVER DOUBLE PLATE WITH(6) FLOOR SYSTEM(AS NOTED) c w ao 9 cc 10d x 1 Y"NAILS INTO EACH SIDE OF STUD DOUBLE PLATE J `V (2)2x SYP#2 DOUBLE PLATE(U.O.N.) BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE c • TOENAIL TRUSS TO PLATE WITH FRAMED WALL n Q O c CD c DOUBLE PLATE ` : cn 0 m m 2x4 LATERAL BRACE REQUIRED IF BRACE (2)0.131"x 3Ya"NAILS S Y t � LENGTH OF BRACE EXCEEDS 6'-0" GYPSUM BOARD 0 � -� LOWER LEVEL HEADER(AS NOTED) V_ Q 0 GYPSUM BOARD z SECTION -TYPICAL OPEN WEB FLOOR TRUSS AA DETAIL-ALTERNATE ANCHORS AT 90° CORNER LSTA18 STRAP FROM BRACE TO DOUBLE sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 8 SCALE: PLATE SD-3 N.T.S. -(U.O.N.) (2)2x_SYP#2 DOUBLE PLATE y (U.O.N.} 0 y DO NOT SCALE GYPSUM BOARD 2 THIS DRAWING F _ BB DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW CC SECTION -CONNECTION OF PERP. SHEARWALL TO TRUSS RELEASE DATE: DOUBLE PLATE SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sa3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED 04-01-10 ROOF SHEATHING I3 3"x 3"xY4"WASHER 4 INSTALL 2x4 SYP FLATWISE BLOCKING BETWEEN TRUSSES.TOENAL EACH " THREADED ROD ASSEMBLY WITH NUT NOTE: c REVISIONS: END WITH(3)0.131"x 3 Y"NAILS. ATTACH DOUBLE PLATE TO STUD PER a� — (1)ROW OF 0.131"x 3 Y" NAILS @ 12"O.C.(TY DETAIL"W"ON SD 3 KING AND CRIPPLE STUDS AT DOOR RAISED HEEL TRUSS WITH HEEL HEIGHT UPPER LEVEL STUD — w INTERIOR OR EXTERIOR STUD WALL GREATER THAN 6" CS16 STRAP(CUT TO LENGTH)FROM UPPER SILL PLATE o, / 2x_FRAMING(BELOW DOUBLE PLATE) DOUBLE PLATE _ STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). Y"x 3Y"TAPCON SCREW NAIL INTO UPPER STUD WITH(11)10d AND NAIL — (2)ROWS OF 0.131"x 3 Y"NAILS @ 12-O.C. / INTO BEAM WITH(11)10d NAILS. _ j BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE DRAWN BY: THREADED ROD ASSEMBLY SPH_CLIP OVER DOUBLE PLATE I GMF � SHEATH.AREA BETWEEN DOUBLE PLATE BEGIN NAILING 1"MINIMUM BELOW TOP OF BEAM •� TREATED SYP#2 SILL PLATE AND ROOF SHEATHING WITH�s"OSB ALTERNATE:MSTA24 STRAP LOOPED OVER CHECKED BY: 2x RATED SHEATHING.NAIL WITH SHEARWALLJF NAILING PATTERN FOR WALL. DOUBLE PLATE WITH(6)10d x 1 Y"NAILS �° INTO EACH SIDE OF STUD BEAM(AS NOTED) a� i w WJD ` (SEE WALL LAYOUT) SHEET: .r `- —SEE FOUNDATION DETAILS DD DETAIL-TYPICAL RAISED HEEL TRUSS BLOCKING EE DETAIL -ALTERNATE ANCHORS AT INTERSECTING WALLS FF DETAIL- CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM GG DETAIL - CONNECTION AT EXTERIOR DOOR Y DETAIL- PURLIN BRACE N sD-3 sD_3 sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sa3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED O F-R-CF(VERSION:01-M) MAP SHOWING SURVEY OF LOT 3, SELVA VERDE, RECORDED IN PLAT BOOK 60, PAGE 150 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. SE `/ MARINA UNIT � I-V A PEAT BOOK 23. PAGE 4 BLOCK 32 0,00' 15.PALM $ 11.4 k E N 83.42 00" 6 ; ` ,132 22" TWiN LI 12. 11.25 m t 13,pALM vE Oq •13 0 10.8 K 6 m CONCRETE DRIVE 12.17 11.25 - 10.83 j'� o 10.72 4a'25-LI K 12-P 10� OAK � ACM 2q- LI VE OAK 10.66 n z LOT 1 k9_g X11 XX11,7 3 10.4 10.4 70'25 PALM Z 10.08 r^ V, 0) 10.01 16- CM R SIO-PA M AACMt4fl • v {� (� pA �✓15-H CKORY N LIV'� - - - ti,✓ OAK 12 PACM (r1 D L9 1 g- CIVf OAK k 10.3 >"O-4 X 10.3 96 X 17.2 X 70.3 PALM 7"CA E 10.6 W w D 9.72 URL OAK P T o 9.g k1p S O O 3 Wu Z k 9.6% 393pAL k 10 3 jt1 M 4. >;➢ X108 m p Z_ 16.LIVEX99 CIyE OAK J OAK 014 -� LIQ OAK CP LOT 2 OAK 12"B )<9.6 _ 98 98pg'6k '7� 90 9.85 - k1,�f Y- Ar - K17.qD X6 PALM1p- CI ,p5 JPALM OAK 35' BUILDING RESTRICTION LINE - _ - - _ _ _ ` -' -" - - - O 10.0 9.7 9.64 '(96 022-CAlipEC OA 11 k 11,q X 9.75 X 17 7 K 7 0 z 20^ BAY t� 12- o k 12.3 AAACNOCIA 1 - - - - tD.DX 9.59 c OND=11.S 88.55'26 W 75.40' . -k 104 DROP INLET s.4s RADI S=848.51ARC=75.42' X1o.1 NOTES: GRATE= 9.52 9_4Y g51 Xs.g INV. = 6.39 THIS IS A BOUNDARY SURVEY. 95k kg.9 -k 9. Xs.s INE AS PER PLAT. k9-7 - N RESTRICTIONL -s` F v s BUILDING -9.77 9 77 -82 EDGE 0 PA EMENT .8g BOUNDARY DATUM AS PER PLAT. s 65. 7 0 DENOTES: SET 4"x4" CONCRETE MONUMENT, STAMPED, LB 3672 kg 52 X9.61 X9.65 X962 0 DENOTES: SET 1/2" IRON PIPE, LB 3672 2h STREET BENCH MARK USED IS THE NORTH RIM OF A 60' RIGHT OF WAY (PAVED) SANITARY SEWER MANHOLE NEAR THE CENTERLINE INTERSECTION OF 12th AVENUE 1W - 6.54 AND SELVA MARINA CIRCLE. ELEVATION = 9.42 N.G.V.D. (1929) THIS SURVEY WAS MADE FOR THE BENEFIT OF LINDLEY TOLBERT DESIGN, INC. AND LINDLEY A. TOLBERT; ATTORNEYS' TITLE INSURANCE FUND, INC.; AND ANSBACHER & SCHNEIDER, P.A. (FILE No. 070312). THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL NUMBER 120079 0001 D, REVISED APRIL 17, 1989, FOR THE CITY OF ATLANTIC BEACH, FLORIDA. NOT VALID WITHOUT THE SIGNATURE AND DON N BOATWRIGHT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA TOPO AND TREES ADDED SEPTEMBER 1, 2009 FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." CERTIFICATION ADDED JULY 19, 2007 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: DATE: w BY: SWC BOATWRIGHT LAND SURVEYORS, INC. MARCH 29, 2006- DRAWN FILE: 2009-0528 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 2006-1072C ' I I I -- I _ 1 - I - I 1 ' - t 3 i 1 I W N ('� A GJ N .a CO OD �I U7 Ja W N '' tY+r1 I W N n ? rn Cn w !`� D � W -wc � COW (p Wo < �' o O sT aop W -py ro N aWyWo --� D g �' D ° pets O0US ? oc1 C Q m 00 W W G7 3 D C) C7 -I ° a 0 Q ° n W -� I = rt = (� ao _o Z C) fA D nl .Z) C C7 -' D D D D 0 D 3 D pax o y p .' 0) O O C 0)a W =• =. =. ro -, - ° p O 0 CSD W ' �" n W = �i CD a X S N _ O ro -row o - ° m N ° N =• W 7 W m C) vi 0• -- O t11 i m -119 O O 0) C � - fnn = W - X 0 W � < Q• W - ro � 0 0 n 0) SO O _ 3 > > O ,-. NO A � N O W W N W c 3 .+ a 3 - 3 3 0 . a" W. C) �. 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STRUCTURAL DETAILS POOL HOUSE 11481 ST.AUGUSTINERD.,#20 , ; m m � _ � o mg HULSBERG M z z c v z0 T'Cn m JACKSONVILLE, FL.32258 FLORIDA CERTIFICATE OF AU TI NUMBER: 25846 v W o o CLIENT: t� � ELITE HOMES I& D Ca Phone(904)886-2401 �r �� - JOB NUMBER: v -< m Z 367 A J. DERV PE FLOYD S. SIMPSON, PE PROJECT: N G� rn z Fax(904)260-4 JEFFREY K. 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HULSBERG, PE WIL M J. DERY, PE FLOYD S. SIMPSON, PE PROJECT: JOB NUMBER: j e jhulseng@bellsouth.net FL PE No. 33152 L PE No.49025 FL PE No. 50791 Lambertson -pool house (12th Street) 10-0146 I , i i t , IHOUSE FOUNDATION POOL DECK J S U W cm ca m 14 pf 19 24"x 24"x 12 PAD FOOTING _� w w WITH 2 #5 EACH WAY POOL WALL aC I—U ®w OZ t ) Z 03 rn / (TYPICAL) J w m SEE DETAIL"E"ON SDA _J iP ,t U rel g �L� .OL wz L V >0 03 ¢ p r "WaoQ m to 11 89 o ------ ------------- --------------- N W �0w to ' N "9 HOUSE FOOTING ———————————————— —_—- I a _ ,4 7��� ' 4go N I R1 L-------- --------------------- ----------------- -J I ❑ — — — ❑ —❑— rn LOCATE BOTTOM OF FOOTING ; N 0 SFA >s, TO MAINTAIN MINIMUM DISTANCE I I I 1 I I io / SHOWN FROM BOTTOM OF POOL. 1 L-------- --------------- ------------ ------ --- ---- --- — — I 0 I IIYY t ,y -i k H 49" SHOWN I � I (-------- 1 F I 1nRj ❑ ❑ ❑ I ❑ I 1 I I I 1 M o 1 I w FOOTING DEPTHS AT POOL AREA sal SD-1 1 ' _ z " 1 I w I i I I sD- L al I I m w (0 N� I I I 1 uj I I mw I r_L I ar N I I I u� uD I j c� I ` ' , 1, t I `"fi I I I I — m z ❑ ❑ U. ❑ I I __ CONTROL JOINT � 1 lu �' u I a I I in I f J -1 the b � I� ❑ ❑ I I � � I I I I I i.' 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(A 3 0) d (O 3 n .m•. .< C. g n m,ro y m _ O m a y 0 = m m y = S m = , C -, (c O �i S m a is _ - o UD 02m 3 << M W � .a * r = m � mcfl m 3 c -a 3 ra Cr m m . u8 c ar D -D n• m D c g aC a 3 � C o W 3 5 � _ W ° a _ 0 0 � � o - 0) � m y a ,mac c 0 a m a• r ° m m •a mD• n m m .» Cra 3 a �< .-„ 0 m ..v 5 a = c O o: - m = S 0 m 0 tD Crto O O" a y m 0 O =. to p S (c = m Vic' y N a (QD S O y O (=a m m (a d O D 5 ° ° '� y O 'D Q -1% 0 - m 1 tD 0 O _. (fl p' m m ° Z N (� O m O m m .-. O (D O m .. a y 3 m y � y c a m m 3 3 ca a .Q 3 m m m sm y N �+ u; = m m y c •< m = m 3is Cr rr m to 3 y icym (� .. a -„ m _ y m mN M m (a Cr = `L tG O -1 A _r C m m tC] ° O •-. a -* c s O O C• O. C m D � n to O m 0 2 a W«z S VJ � @ to O < O y C S m ' y 3 O m m m 5 W = O .a y .-. C •D (t1 D v� tD Q O - m O = 0-.-.-D _. 0 _ _ _ " S � a " p C N O O (D 0 m D S tp •�� m C S O C] O 0 -+. m � a• @ w .. m m 7 � -a :�• -� -* � 0) 9 y O �'O O. w a) I m - m 0 3 m 0) m @ c - m m O 7C O O D ° c O m .. 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C 0 /� < C - = w O m '+ _ _ ► 2 O. < m m to V to t7r 3 - a o Cra rt - m g 3 - a m O _ c p o - -p, - -, m N 2. O -. O Q C m CT Cl) -, , y m G; 0 0 (mp y (ya C� O. (D N .. N p '^ p �. "� D' C Q• D' 3 ° 1 a s I i O O (n y r m 0 9 . 3 ; v-, m. N Qi Q. r p=j 2 S •m-• (a 0 � p � '' m O O m m m m I e 1 a -, •< _ D O - 3 3 m N S C7 U) 0 (D 11 C * C m N lD Q = mS = Om ^2 6' y N m '_" Q m c� �'O m N - C I 3. i ! 1 N 3 (D a to O N i O - 'D - O CO) � Q(c - NCO - m .. - - m m (D -4 �: m ? = = = 'a - W a y 3 y a n ifl y �: m N < m .. .. .. 1 3 1 _ 1 ! m.. a 3 CC71it N W m S m D m -« y m m -^ S O m is m- (mn °1 y S m . y O v _ p, a o m O O ,.► � m o -D'O _. n ,, ., p 3 y O . Cj X x a .. -, w D• *L �j p .. I tG a' N (n O = sv c� m N < O O• m 3 tD 3 p rt to W N""to.w '& , m 0 N m sT v rt m 3 (1) - 0) F n O 7 _+. Qf _ -' m O 0 _ � (D m p i. y = N _ 0 m O y O y g w g a• m 8 O � (a O w c 8, � * m,= M a a' a 0 � _ y to N C� a ? ,,O O O �_ O C). m m Cr ""` O O m a 3 3 << O (� �, 0 S O ? o y (D - _. S (p 7 0' 3 t0 - tin O ID a s= 'SL O n .. m (o 'a S a y 3 O O O O O O (.� m -n o� O. �e y - t- ,. y (c O - -, 11 L o C]. = O m n tQ 'o m O (a 0 -� 0 tD 0 ° .. 3 r. v� Z7 S Z m (n m 3 3 3 3 C a W t� 0 () - � a, O a C m O m -1 0 �G O N N. � = c C 11� � 11'09 (A � �y (D ° j �. � � N � � � D' - 5: O ([] m m h -� = n S m w S O m (0) C = 0 0 7 5 0 O -, O m (D m@ 3 - m C - t) O Q C� ... m D -o m (D (D O n m �, M! .. ,-. y y (D 0 3 m (D 0 CA W m -) < 2 a a'� = M 0) p `< a N 3 c.).•mD 2 O � m O a m y . +. 0'D a _. - 3' m� (-�. ("'D O m m tD m C Z O o (p Cr M m N 3 tp -n m 9 m D = N o m O y (wj to c.a ° m ° .. 2 G M tD 0 O = ". n W O O -a ," Cr '$ 0 3 3 7 m m 0 3 3 (D 0 3 -0 .< I O D a -. O ^" O i O O S c S = � O D m ' t= ° Q- O S N C y N O (�/ N' (a y (O tD G ° 2 m 'D a < t0 C C c c y 0 0 O X (ma s m - w O �. rt a m �. O. O'D O O 8 m m N a - (D (7 S N O - m 3 3 3 3 0 .. m 0 .. _ O �,. 2 m 0 2 °' 0 g_ < nN � _ (a c„ m v ,_; � y .. y a �` o x -pX 3 0 m .. a • a- a to m to a m �, o m X p to -I = 'D m m O O < D O m . O a y S w @ = m '8 O �" � � O to n O � O C m � 0) D � � D p D (G _�X Cn O -mi, _ n_tQ (D m O Cry -u O O O O . = r O O y m U) O a O a n m N S m m N m 3 x y y m @ 5 C K N ' a Q) O S .-. y O (n d C7 O� Cn to o: 3 (D a O m (A N Cr tD (n t�D N w m (o < m = y to p CJt ? 3 m O (D O a? (� 3 m .. (D m O m 3 C C" O \ . y - S p y - --I < m O y O 1! Iy �•„ D y tT N D - y O - O a a m .. m o ... s) m < 0) � Er w � --1 0 m D �D 8 m a °, 'a 0 = " O O m a i 5 (D.(c t)1 �, 3 m S m C << 2 m 0) .< O. : N t5 w ui 5 m a = CO) .. g [D D 2• .. O (n 2 = .. (A = to O s O O (D -., ..« /f i m m Ci 0 to n 0 ao . a .m.« G a C (D.y Cr ... 0 a = O m a $ � 9 N A m m O O y a .z m -+� .. (� a. m ,p Cr a m (p D � ". m pp � ? ." -w O Q. Co O y W � M S O O Cr 0 C 3 y ,-a; � 0 (D -I to 3 S ai 0 (a m m O m w S t@ O, 9 m ca a m m N O v N m Q, .. n a (D Q c (p w m C � Q � j m @ 3 O .•: (D O O (� � =It .m. C m c(C N o m O a11 I m Q n Q. 0 W O :.e m 7 O CJf °O a ? tr a � R_ (aD O O ® Cr m O m m O (D 3 (D a 0) tSD r. C (a N ^ a = c :: tJ) N (D" m S -" 0) Vi (a = Of O 3 O -_ M m _ a .-. D 5 a O m -� .•. 3 a w a " O m m 0 O '� 0 (a m .! � � n. O = - O . C : y tD O S CL (0 3 m � 3 O tC D .=. .� ,,.,. O = O O Q a 3 m p 3 m 0) a o S 2 m •o o m -, as y D S rn S � y �, y = a � � -� m y m cfl -Ia m = G� ao y too 2 Sc o -ti �' DD •, m tD tm � (C o 3 a m 'D �. O y D O .< .. n 3 a) 0 :-. m y m m m a (D m ,C m O O 'D S - p =' ° - - a m < ? (D ° 3 (a y O . _ -4 2 "a 0 N 0) O O 3 n 3. n O 3 ' „" N t? W tnn m y D y vw, m =' 0 w " 5 a N o '�( -s m N (D ^ to "' m � _' � � c.,a A y � m a � o _. G 3 �. � 5 iv -C�i m 3 O -0 m N (WO C W � a to O - ' °-' s O -, :� C) w - Z C y - >v _ (D = cn C O. 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W C S W `D w .. w �... .. �_ o a S S w w pCCp � Q S m CD R Q S 1 Qa OOOo 0 0 ;� ;� r' I _ a Nm �. N"% j N * T _ S 5 y -i(O Vv pi m w P_ m @ ' _ _ _ i ZZA ZZ2 Z 2. Z ZZi2-Z.Z � Snsn Z2 ? � � Z2Z'Z.Z Zre' ZZ � s," Z 3 G1 D G�= _ mm mmm mmm mmn; m mmmaomm mmmaDmmmmmmm m £ mmoDODm0 V •, I rn rn w_ y Z O 8' y° y ° Z a r Q I -ml v m N ... mmmm m H N T n � � a s F1 R � �$ CL _ 0) .•. cf) = 7 O O ^ � m vv 3 3 y : 9 FASTENER SPACING m H _ N 4! ^M_N_H 9 N. . a, A. �T . z to PER CHART__ r `! 3 � I j, � I 0) , L iO C) n 11 Irn N rn m . F' 9- (min r (u - yp N ?* . - W n ^ D OD M 11 I I - i i f 11 - 11 11 I . 0 2005 Hulsbe Engineering, Inc.-Huls En ineeri}� Inc.hereby reserves its common law co ri hts and other copyrights in these drawings,ideas,and designs.These ideas,designs,and drawings are not to be copied or changed in any manner or form whatsoever,nor they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering,Inc. r9 9, 9 9 ••,ye Y copyrights ; o: (D TYPICAL EDGE STRIP(5) `- MULTi-PLY ENGINEERED BEAM(LVL or PARALLAM)CONNECTION(U.O.N.): o a=5.3' Z p co o (2)PLY 1 a"WIDTH BEAMS- (3)ROWS-0.131"x 3 Y"NAILS @ 112-O.C. e- TYPICAL INTERIOR ZONE(4) c (3)PLY 1%"WIDTH BEAMS- (3)ROWS-0.131-0k NAILS @ 8"O.C.(APPLY EACH SIDE) w (4)PLY 1%"WIDTH BEAMS- (3)ROWS-SIMPSON Ya"x 6"SDS SCREWS @ 12 -C (APPLY EACH SIDE) ' W W NOTES: E 1) SPACE NAILS OR SCREWS 2"FROM TOP AND BOTTOM OF BEAM AND CENTER THIRD ROW IN BEAM o O c 2) MINIMUM MATERIAL SPECIFICATIONS: O E=1,900,000 p� •1=•� Fb=2600 psi : J N Fc1 750 psi .,.. Fy=285 psi 3 'r V WIND PRESSURES ON WINDOWS,DOORS & C' LL W SOFFITS (psf) AREA OF OPENING EDGE STRIP 5 INTERIOR ZONE 4 W Pos Ne Pos Ne �. V 0 to 20 sf 34.8 -46.6 34.8 37.8 W ch O Z 20.1 to 50 sf 33.3 43.4 33.3 -36.3 O 50.1 to 100 sf 31.3 -39.2 31.3 34.2 c R 100.1 to 200 sf 29.5 29.5 -32:5 U_ 200.1 to 500 sf 28.0 -33.0 28.0 -31.0 0 O a.cn p 9'PLATE(2x6 SPF#2 10'PLATE ............. ............................................. . sure ............................ SD-3 -46.61. �S`r° STUDS @ 16"O.C.) ; . .... ......... : Isoat Design PresBase Des gn Pressu GCpi=t0.18 34.8 37.8 W ..... : ==_______ .....::................... ........... g W LLJ :............... . n- :. SIMPSON SSW 24 x 9 DESIGN LOADS . .. ..... Ill ... CRITERIA j m _..... WALL •• DEFLECTION CR STEEL STRON III ..... (4)2x6 BUIL(> T-UP ::: 10'PLATE IIIII FLOORS FLOORS J POS (MIN.) LIVE CARP G AREAS 40p sf MIN. III ET OR WOOD FINISH III LOAD 4 � LIVE LOAD' U480 �� U _ II ) IES T U240 q (2)FULL LEI4GTH(KINGS III EXTERIOR BALCON . 60psf OTAL LOAD: cwow T- - -(2)2x12PORCHTEAMEXTE RDE 4..................... ... : ......... ...... .................. AND(1)•CRIPPLE III RIO CKS' Opsf m' EACH'SIDE OFOPENING DEAD LOAD TILE OR BRITTLE FINISHIIII NOTE: CARPET OR WOOD FINISH: 15psf I " LIVE LOAD' 0600 • i IIII 2x6 LE ER w/{4)0.131 x 3 III EACH EXTERIOR POST SHALL BE TREATED TILE OR BRITTLE FINISH: 20psf TOTAL LOAD: U360 4� T 1 IIII @ 16 C.(EACH STUD) IIIII III 4x4 POST ON ABU44-Z POST BASE.STRAP 1�,� € W IIII III POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. ROOFS ROOFS a IIII ; IIIII TYPICAL ALL POSTS-(U:O.N.) LIVE LOAD LIVE LOAD: 0240 o ZU 3 1/a"x 16"LVL SEE DETAIL"U"ON SHEET SD-3 TRUSS TOP CHORD: 20psf TOTAL LOAD: U180 �..�� cn o IIII III TRUSS BOTTOM CHORD: 10psf 3C 2K IIIII c IIII E F CONVENTIONAL RAFTER: 20psf WALLS T � � Z IIII �1L III BRITTLE FINISH .. ENTIONAL ILK WIND LOAD U24 _ F16 _ IIIII .........:.................. . . . III IS OPEN R QUIRES A NOTE: _ --_ .- NOTE• CONY CEILING: 20psf Vj W : IIII _ .- - - - _ _ _ _ = _ : ........................... 3P0 D UL TREATED -- _ KINGS III CH CEILING RE DEAD TRUSS TOP CHORD: c N EACH EXTERIOR POST SHALL BE _ - {2)FULL LENGTH(KINGS) MINIMUM SHEATHING. W O 6x6 POST ON ABU66-Z POST BASE.STRAP : IIII : IIII (3)2x6 BUILT-UP AND(1)CRIPPLE III FASTEN WITH 6d COM OR BOX NAILS SHINGLE- 7psf FLEXIBLE FINISH: c POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. POST(MIN.) WIND LOAD: 0120 �Oc M u- ICALALL POSTS- U.O.N.) EACH SIDE OF OPENING AT 6"O.C.ON EDGES AND 12"O.C.IN THE TILE- 15psf TYPICAL (. : IIIII III SEE D FLAIL"U"ON SHEET N.) FIELD. TRUSS BOTTOM CHORD: 5psf o . III CONVENTIONAL RAFTER: �, Z IIII SHINGLE- 10psf IIII IIIII III TILE- 20psf 7S NOTE: °° .... . IIII = III CONVENTIONAL CEILING: 10psf F= THIS OPEN PORCH CEILING REQUIRES A v ..................... ............................... IIII ........................ a MINIMUM Y"SHEATHING. Ilil o ... • .. . a- m S NTIAL FASTEN WITH 6d COM OR BOX NA IL DESIGN CRITERIA: "' • ••••••••••••••••°•°••° °°•"°"" "�^i III ; "• ; BUILDING CODE:2007 FLORIDA.BUILDING CODE, RESIDE y z = Q �. AT 6"O.C.ON EDGES AND 12"O.C.IN THE : IIII -' (2)2x6 BUILT-U (4)2x6 BUILT-UP Z FIELD. IIII POST(MIN.) I POST(MIN.) IIII x (3)CRIPPLES IIII IIIII III WIND DESIGN METHOD:ASCE 7-05 IIID IIII (2)KING STUD III PEED: 120 m h v 0 t Jill °IIIII, III (2)FULL R PPLE(KINGS) BASIC WINDS P c J i t. mill IIII v I)I I LL III AND(1)C czi 111 BUILDING CATEGORY:II Lu z : IIII 1111 z IIII III WIND IMPORTANCE FACTOR: 1.00 U s IIII. EACH SIDE OF OPENIN III . III WIND EXPOSURE:C _ IIII LU CL `� IIIIv III IIIII R � NIII ENCLOSED STRUCTURE (OPENING PROTECTION REQUIRED) - -o W , �'.�' (2)2x6 BUILT-U (3)2x6 BUILT-UP (4)2x6 BUILT-UP 9'PLATE(2x6 SPF#2 �I) BUILDING CLASSIFICATION:RESIDENTIAL °�, r U ' IIII w� IIII T MIN. IIIII POST MIN. POST(MIN.) STUDS 016_O.C.) -- BUILDING TYPE:TYPE V CONSTRUCTION s�4' V Q OW.. IIII x� POS (MIN.) ( ) BUI o IIII (4)2x6 ................... c N IIII CRIPPLES IIII ; IIII IIID IIIII IIIII � W LL � M IIII :,. IIII o IIII IIII a IIII R (2)2x6 BUILT-UP IIIICL ,� IIIII IIIII LA_ � YUp POST MIN. IIII (2)CRIPPLES III o�u a z d Lu Vl r IIII 3 (MIN.) III IIIII TO RIDGE (1)KING STUD X z v� 'n u. IIII zo W •tn w N 0 _=== co w CL a EL 2 . . ... ..... SD-3' IIIII JUJI ZCOtA O J 2 M M 0 Q � III SOLID IIIII o: a + N In w _ III CORNER $ W IIIII w w " � iii IIIII 0 04 � � X :::::::::::::..•:::::' HEAD Z (2) IIIII c SD-3 _(TOP AT HEIGHT OF DING1_ - N Q ¢ p n3 � J cv > p III � � E- z � ¢ O S-9 III IIIII � M W ¢ Z � NILL III " 06 N III IIIII a SHEARWALL LEGEND: Z � `n D III " � � a E to IIIII yw + ' � iNo w - SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER r�, SCALE: W " , sTEN �" = 1'-0" (U.O.N.) i ............................ Illll /s OR 5/2 RATED SHEATHING,EXPOSURE L � ........................ IIIII - . � L WITH 0.131"x 2 Y"NAILS 6"O.C.ON EDGES AND z DO NOT SCALE : :. 12"O.C.ON INTERMEDIA SUPPORTS. x THIS DRAWING Sp.3 {2)FULL LENGTH(KINGS) (2)FULL LENGTH(KINGS) (2)FULL LENGTH(KINGS) (4)2x6 B ILT-UP ilill _ POS (MIN.) IL SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER $ RELEASE DATE: AND(1)CRIPPLE AND(1)CRIPPLEAND(1)CRIPPLE II EACH SIDE OF OPENING EACH SIDE OF OPENING IAI %e"OR 1Y32"RATED SHEATHING,EXPOSURE I.FASTEN ° 04-01-10 EACH SIDE OF OPENING S 2 2x10 HEADER ............................ .......... RTS ................ ................. WITH 0.131N2Y2"NAILSQ3"O.C.ON EDGE AND REVISIONS: ••••••• 12 INTERMEDIATE SUPPORTS. 2C ZK "0 C ON INT SPP ` :................ ............................. ..................:......; ........................... .............. ...........FEE E . _ ... _ HEAR AND NAIL ................. _ ,,........ ggS SHEATH BOTH SIDES OF INDICATED S WALL .. ..... ....... .... .I... ....... ..... DPA N. BALLOON FRAME WALL 9'PLATE(2x6 SPF#2 WITH DENOTE PATTERN. STUDS @ 16"O.C.) w NOTE:BLOCK ALL UNSUPPORTED EDGES WITH 2x4 FLAT WISE BLOCKING. WOOD FRAMED HEADER LEGEND: NOTES: DENOTES SIZE OF HEADER DRAWN BY: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 CMF " 10'-1 Y"-U.O.N. 2 2x HEADER STUDS @ 16 O.C.FOR PLATE HEIGHT OF C K CHECKED BY: DENOTES QUANTITY ENOTES QUANTITY w WJD 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 WIND-BORNE DEBRIS PROTECTION'REQUIRED: OF CRIPPLES OF KING STUDS No.2 STUDS 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Ye"-U.O.N. SHEET: SPF N @ THIS STRUCTURE IS LOCATED IN THE WIND-BORNE DEBRIS REGION AND OPENING PROTECTION NOTE: 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM _ NOTIFY ENGINEER OF ANY VARIATIONS. WALL LAYOUTFIRSTFLOOR IS REQUIRED. STORM SHUTTERS OR IMPACT RESISTANT GLASS SHALL BE PROVIDED FOR ALL GLAZED OPENINGS. CONSTRUCT SHUTTERS PER THE DETAILS ON SHEET S-1 OR USE (2)2X6 No.2 OR BETTER SYP.INSTALL MINIMUM(1)CRIPPLE AND c S �2 ALTERNATIVE SHUTTERS WITH"FLORIDA PRODUCT APPROVAL". (1)KING STUD AT EACH HEADER(U.O.N.) N O i W d. C m \-- CO z O O C o . C ' .. W ■` N (� w E O w J co LL 0 N C3 Z t- 0 w 0 W z w Oco I w <h (3)2x6 BUILT-UP U) ce m POST(MIN.) E O Lu Z TO RIDGE -Z >m � O c o Q O to - ❑ y FF �� cc J W w LL ZW W J I � _ a c J W 0 0 J 2x12 LEDGER WITH(5)0.131'x 3 Y' I 2x12 LEDGER WITH(5)0.131"x 3 Ya" NAILS @ 16 O.C.(EACH STUD) NAILS @ 16 O.C.(EACH STUD) g I 1 a fir/ W CL i 5'-10Y' ( Z5 Z Z rn fl- 6-10X"PLATE - 9'-1 " LATE - 6.10,Y4'PLATE 9'-10"PLA PLATE H fn o �o CL Lo E co 26 z wo� w CIOLo � a rv LL o cn c 0 0 v z m u- 06 z W 0 ip z � : � O ..............................................: ................................................ ..... ................ ....................... ............. ._................... F W c�Z c W D. Lo 04 c _ �r _(2)2x6(RAISED) - �.� � o '� -� z (2)2x6 BUILT-UP LL Q nW z POST(MIN.) ISI I i 81 (2)2x6 BUILT-UP W _ LL ��+ ca J 3 (MIN.) UI-- — 1/an x9Yn O� PO&T LVL INRO -- -- -- - . ............... ..... : III a U ............. ..... . N LL I N F- 5'-10Y"PLATE m 2x103 E-M ................. U a� W WAF a Lija (3)2x6 BU -UP : ---7'PLATE(19'-1%"AFF) rn i Lo(3)2x6 BUILT-UPPOST: Q w �;: -� m .......... POST(MIN. co ) M TO RIDGE c M .............. SOLID ............. _ CORNER a Y w ............... :: CL :... : : . :......... i ui 3 n ...... ...... C LL 3'-6%"PLATE 3-6/e PLATE a I ( 3 u- w J . ................................. Q I s II w a.+ I LL � N I � J C� D o W fi D z u_ c°g 9 c S-9 e ui w S-9 co I I a a o O X j II �II A sca 2x12 LEDGER WITH(5 0.1 1"x 3 Ya" 3 c U a v_ NAILS @ 16-O.C.(EACH Sl JD) � I I SHEARWALL LEGEND: E ® = SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER $ SCALE; Yle OR'%2"RATED SHEATHING,EXPOSURE I.FASTEN ( v WITH 0.131"x2 "NAILS 6-O.C.ON EDGES AND a ��� ' 1'-0°(U.O.N.) a S 12"O.C.ON INTERMEDIATE SUPPORTS. DO NOT SCALE ao a I THIS DRAWING ® = SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER %e"OR'%2"RATED SHEATHING;EXPOSURE I.FASTEN RELEASE DATE: 0.131"x2Y"NAILS 3"O.C.ON EDGES AND L 04"01"10 12"O.C.ON INTERMEDIA SUPPORTS. c REVISIONS: BALLOON F E WALL d, SBS = SHEATH BOTH SIDES OF INDICATED SHEARWALL AND NAIL c NOTES: WITH DENOTED PATTERN. m N v NOTE:BLOCK ALL UNSUPPORTED EDGES WITH 2x4 FLAT WISE BLOCKING. w 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 Lm STUDS @ 16-O.C.FOR PLATE HEIGHT OF 9'-1 Ye"-U.O.N. WOOD FRAMED HEADER LEGEND: 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 DENOTES SIZE SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Ye"-U.O.N. OF HEADER DRAWN BY: 2 2 HEADERA CMF 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"BRITTLE"(STUCCO)-U.O.N. C K NOTIFY ENGINEER OF ANY VARIATIONS. !� CHECKED BY: DENOTES QUANTITY DENOTES QUANTITY = WJD OF CRIPPLES OF KING STUDSEn w SHEET: WALL LAYOUT - SECOND FLOOR NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM = (2)2X6 N0.2 OR BETTER SYP.INSTALL MINIMUM(1)CRIPPLE AND o (1)KING STUD AT EACH HEADER(U.O.N.) N S -3 O 4l���ggqiii kAu h THREADED ROD LEGEND: • YY THREADED ROD FROM FOUNDATION TO DOUBLE c p , PLATE.(7"MINIMUM EMBEDMENT REQUIRED) c j fO = Y2"THREADED ROD FROM FOUNDATION TO UPPER FLOOR rn Viil s , 'k DOUBLE PLATE.(7"MINIMUM EMBEDMENT REQUIRED) w � HOEDOWN(AS NOTED)INSTALLED AT SILL PLATE � T M = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE _ E MINIMUM Y"0 ROD TO HOLDOWN ANCHOR AND CONTINUE TO DOUBLE PLATE ABOVE. c Is HOEDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE '€ f t{ MINIMUM Yz"0 ROD TO HOEDOWN ANCHOR AND CONTINUE I TO UPPER FLOOR DOUBLE PLATE ABOVE. r. c � { NUT&3"x 3-x Y4'WASHER o r RAISED BEAM(AS NOTED) IV C DOUBLE PLATE HTT5• •- HOEDOWN R HTT5 HTT5 HOLDOWN HOEDOWN ............................... ............................... .................................. o AT SILL SD-3 • • AT SILL AT SILL -- ----- ................ - - ------ - r m ————————— THREADED ROD ASSEMBLY cm ,s . ..................... • • • • THROUGH CENTER OF HTT5 HTS20 AT BEAM 111 HOLDOWN f '`� ; .... : • .... .... RAISED BEAM o 111 E AT SILL . III tF III_________________ ...... III i I THREADED ROD THROUGH RAISED HEADERBEAM . IIII .................... . . ............................ . . ........................... : ,. III �. sD-3 111 IIII L HDU8 . IIII ............................ ..... .._. ..... . . ........ ................ III > — ,. NOTE. F- HOLDOWN 1111 O IIII III EACH EXTERIOR POST SHALL BE TREATED THREADED ROD ASSEMBLY ;` IIII AT SILL III III 4x4 POST ON ABU44-Z POST BASE.STRAP " " 1 IIII • POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. NUT&2 xYe WASHER IIII _ ! : IIII TYPICAL ALL POSTS-(U.O.N.) SECOND FLOOR SOLE PLATE IIII L"U"ON SHEET SD-3 FLOOR SHEATHING SEE DETAIL��. �tt is t r IIII Ill r NOTE: F16 � {. r, EACH EXTERIOR POST SHALL BE TREATED IIII — = — _ — - = _ _ _ — IIII .............. 111 I -_— �— E a s _ ................ Ill FLOOR JOIST(AS NOTED) c 6x6 POST ON ABU66-ZPOST BASE.STRAP �m POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. III IIIII III FIRST FLOOR DOUBLE PLATE 5 h TYPICAL ALL POSTS-(U.O.N.) V .,: DETAIL"U" SHEET SD-3 111 IIIII r .t SEE DETAIL U 0 - j III DETAIL OF ROD THROUGH FLOOR SYSTEM III ` III IIIII III 0 1— •� � _ ��' � +III III a „ III HDU8 IIIII : .•....... . 4s HOEDOWN ..................................................:..:... . ..................... III +III AT SILLIII . NUT WITH 3"x 3"xYa"WASHER o:. ........................................................ ............................ ALTERNATE:SIMPSON LBPS Y2 8 PE III III SLOTTED WASHER WITH 1 FENDER :§ IIII HTT5 ON ROD y IIIII 111 WASHER. m 111 111) AT BEAM 111 DOUBLE PLATE i AR Ill IIII ,IIII IIIII I11I 111 _ v"THREADED ROD(U.O.N.) h f 111 1111111 III CENTER ROD WITHIN DOUBLE PLATE { . 1111 IIII IIIII IIII III cc IIII OPTIONAL-Y2 THREADED COUPLING y - III IIII _ __ _ = III IIIII 111 CD (MINIMUM DEPTH OF THREAD IS Y" �o OR EACH ROD.)fd, N � " � IIII IIII IIIII .3 III . f NUT WITH 2-As WASHER SILL PLATE ,•}}, IIII IIII . EMBED INTO SLAB OR FOOTING • • • • . .......... ... . F-- (111 1111 I : • WITH ANCHOR ADHESIVE CENTER ROD WITHIN SILL PLATE Jill ; . Jill HTs2o A EAM — IIIII T B IIII z NOTE: r4 ' llil R ............. := ilill Lu _ ��' o ,. HOLE SHALL BE CLEARED OF ALL c HITS IIII ................ :: 111 -3 HDU14: m c� a .. , `. °: DEBRIS AND BRUSHED OUT PRIOR : IIII HOEDOWN I Ill I�I'I HOEDOWN Q z d 4 , .. a TO INSTALLATION OF ADHESIVE. vu I AT SILL Wll IIII ¢ y a - --- .......... AT SILL; k T • • • • _ __ _ —_ •� a w a a < ° MINIMUM T EMBEDMENT INTO cm V IIII = v o J CONCRETE(OR AS NOTED) c [� i s o W Q a III 8 a g Lu THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGE (, F--� jx HDU8 Ill IIII co o W mo y HOLDOWN a� � W fn :J Yz"THREADED COUPLING U.O.N. AT SILL ......... . . IIII _ ( ) s; # • 1112"xYe"WASHERAm13 TOic CHOR BOLT OPTION 10R 2 a ,# �, 8 HDU8 • :" .... ......:::::::::: D HOEDOWN OPTION 1:Y2"x 10"CAST-IN-PLACE � kx AT SILL =_____ — — — a z HEADED OR L-BOLT WITH o z " ` IIII o 0 7"EMBEDMENT.(HOT-DIPco cc E_ NA III � Jm �, GALVANIZED OR S.S.) m Q � QZ ^ ' �e. trsY 0 jK 111 11) IIII a OPTION 2:Y2"SCREW ANCHOR a Q u- a "� CO x , �. I.IJ fi III : : � a IIILLL C.7 0 BY HURRI-BOLT,INC. 8. IIII (INTERIOR LOCATIONS ONLY) 3 III •• (/� _ 0 J -fin. vn T GG..77 'dco boa ooa c Lu0 E r g4 - ........ W W THREADED ROD ASSEMBLY ANCHORAGE OPTIONS 8 IIII �� W SCAT HDU14 _ HOLDOWN o HDU14 • AT SILL IIII zU. Z NUT m HOEDOWN }: HTS20 AT BEAM HDU8 AT SILL T HOEDOWN IIA SIMPSON LBPSY SLOTTED WASHER RELE t' AT SILL . • L • • • • • • 1"FENDER WASHER. t E . • • • ci 13 ................................................ c VI ...................................... ........ ... .... .... - 3 ...... .......... ................... .... ........................ .......... . .. :..... TT5 TT5 Yz"THREADED ROD U.O.N. RE TT5 TT5 ( ) HOEDOWN TT5 TT5 TT5 HOEDOWN HOEDOWN DO HAT SILL AT SILL AT SILL ALTERNATE WASHER DETAIL 011, TT5 HOEDOWN HOEDOWN HOEDOWN HOLDOWN HOEDOWN AT SILL AT SILL AT SILL AT SILL AT SILL AT SILL AT SILL c W ' - f : r - 3 TRUSS OR BEAM(AS NOTED) _ ,t' ., HOEDOWN(AS NOTED) � DRAI FASTENED TO TRUSS c OR BEAM. c CHEt rui W ' tG N Lm THREADED ROD LAYOUT - FIRST FLOOR THREADED ROD ASSEMBLY x 31 HOLDOWN ON THREADED ROD AT TRUSS I BEAM N 1 9n O y l - 44 I�a �p� �;• t to s . `t a { dti ., i • THREADED ROD LEGEND: ROD FROM FOUNDATION TO DOUBLE - PLATE.(7 MINIMUM EMBEDMENT REQUIRED) c �' • = Y2"THREADED ROD FROM FOUNDATION TO UPPER FLOOR rn r t O DOUBLE PLATE.(7"MINIMUM EMBEDMENT REQUIRED) w s p = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE O 0 HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE O MINIMUM Y"0 ROD TO HOLDOWN ANCHOR AND CONTINUE J v Ji TO DOUBLE PLATE ABOVE: ul co HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE k MINIMUM Y2"0 ROD TO HOLDOWN ANCHOR AND CONTINUE �' O TO UPPER FLOOR DOUBLE PLATE ABOVE. aci Z x w l•; 3, t � NUT&3"x 3"x Y"WASHER Ng o RAISED BEAM(AS NOTED) O N TERMINATE THREADED DOUBLE PLATE , RODS AT SOLE PLATE �/— L_ Q co W 3 - - - - p I "; ;+ — • THROUGH CENTER OF -� •�+ ❑ THREADED ROD ASSEMBLY f h� _ — — — — I RAISED BEAM o W e , O k' c 3z7 �+ i34 ' 40 S ,, co I o o THREADED ROD THROUGH RAISED HEADERBEAM w z J W w a� I_- rf € THREADED ROD ASSEMBLY , • NUT 8 2"xYe"WASHER (x:. I I • SECOND FLOOR SOLE PLATE € 12a SEE DETAIL"FF"ON SD,3 ❑ • FLOOR SHEATHING `o I I E � . . FLOOR JOIST(AS NOTED) cc ^ I ;. FIRST FLOOR DOUBLE PLATE c09 T � 04 iS; o DETAIL OF ROD THROUGH FLOOR SYSTEM Z m ' I W I o . = r z ' ( 5. ............................... 1 7 -. ` ... scl) • r, I � Z I � W a NUT WITH 3"x 3"x Ya"WASHER g I ....._.... � . ..... ........................... ................................. ................. El ALTERNATE:SIMPSON LBPSY o " .. a I o • SLOTTED WASHER WITH 1"FENDER - .... ... LL F I WASHER. cc _ i s J N Z ,y DOUBLE PLATE 00 I I I Y"THREADED ROD U.O.N. t° Q �� � ,�;� � W III .................: °° ( I III ¢ d CENTER ROD WITHIN DOUBLE PLATE f �; ico) cc III o o OPTIONAL-Y"THREADED COUPLING c IW-- w �, I W " rn w I I ( MINIMUM DEPTH OF THREAD IS Q I --- -- -- ------ ...... . .. . �OR'EACHROD.) v �— -- ---- — !V—t_ ,t ,I L�I NUT WITH 2 X WASHER o H- • SILL PLATE � W SEE DETAIL"FF"ON SD-3 ....... ........ _ _ —_ ................. _ — ❑ U +. u' .............. _ ____ • • — — EMBED INTO SLAB OR FOOTING Q ....... — ' I"3 ( EL ............... CENTER ROD WITHIN SILL PLATE WITH ANCHOR ADHESIVE � ' I i kL ......... :i: ti., ...... .... . NOTE: N W O w "' HOLE SHALL BE CLEARED OF ALL W ;�: ............ r °. . DEBRIS AND BRUSHED OUT PRIOR w I a co 4 gr3a $ < . TO INSTALLATION OF ADHESIVE. T • :: ............. �; : ............... ;; I I MINIMUM 7"EMBEDMENT INTO rn k +' �_ —_ • • • .......................... G d'' ° n e IF— I CONCRETE(ORAS NOTED) THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGE ........... ....... ......... I Y2 THREADED COUPLING(U.O.N.) 1� ......................................... L 'xY'WASHER c c `_ i t ANCHOR BOLT OPTION 1 OR 2 Q �* I I " co { I I RL cn I I (GN�1 k'- I ( OPTION 1:Y2N 10"CAST-IN-PLACE a HEADED OR L-BOLT WITH Z w a o GALVANIZED OR S.S. = lu 7"EMBEDMENT.(HOT-DIP cv H J 41 W I I ) _ — C _. �4 SEE DETAIL"FF"ON SD-3 "' �. . rn C9 > co` € " I I o OPTION 2:Y2"SCREW ANCHOR a Q N __ I I . BY HURRI-BOLT,INC. 8 Y I�� g a� • > . s (INTERIOR:LOCATIONS ONLY) CO I I III I I e . THREADED ROD ASSEMBLY ANCHORAGE OPTIONS B SCALE: R Y4 f NUT m _c DO NC SIMPSON LBPSY SLOTTED WASHER THIS[ 4 I I I RELEASE 414 ? • — T 1"FENDER WASHER. � 04.,` w; I � -- - - - - - - — — - — - - - -� - - - -- - - REVISION �` ., r�•' r. — — — — — — — — Y2!THREADED ROD(U.O.N.) TERMINATE THREADED- ALTERNATE WASHER DETAIL RODS AT SOLE PLATE r 2 ft TRUSS OR BEAM(AS NOTED) _ HOLDOWN(AS NOTED) DRAWN E ( FASTENED TO TRUSS c k OR BEAM. c � §�l _+�� z� � CHECKEI } � SHEET: THREADED ROD ASSEMBLY THREADED ROD LAYOUTto - SECOND FLOOR 21 If. 4= HOLDOWN ON THREADED ROD AT TRUSS I BEAM $ h d o-t U g x f �� 7114 i { *^ t d 2 {{ R�$$ IfiI�`� h{ �'t`'& y MULTI-PLY ENGINEERED BEAM(LVL or PARALLAMI CONNECTION(U.O.N.): c µ (2)PLY 1 "WIDTH BEAMS- (3)ROWS-0.131"x 3Ya"NAILS @ 1200.C. 001 c � (3)PLY 1 Y4'WIDTH BEAMS- (3)ROWS-0.131"x 3Y NAILS @ 8-O.C.(APPLY EACH SIDE) (4)PLY 1/ WIDTH BEAMS- (3)ROWS-SIMPSON Ya x 6 SDS SCREWS @ 12 O.C.(APPLY EACH SIDE) IE, K Y RE NOTES: 1) SPACE NAILS OR SCREWS 2-FROM TOP AND BOTTOM OF BEAM AND CENTER THIRD ROW IN BEAM Q 2) MINIMUM MATERIAL SPECIFICATIONS: { , E=1,900,000 psi € i E i ( Fb=2600 psi F�1 750 psi i y Fv=285 psi '3 4t� � o t f bi V E W t Z i ce O rpat { .. .................................. : — ——— ———— r kx ... Iu W ♦ .... JfIIII � j0 ......... . ..................... .............. .... .................. . ... ... ... J J == == .. .. ..... ... ........ o � IIIA III .LL zuu 3- 2x6 LEC ERw/(4)0.131"x3" ; III w W .... ..... a> s I1 @ 16" C.(EACH STUD) w IIII .. > J II F- U . .. . .. . .... � III IIilil 2x12 CEILING JOISTS 24"O.C. i z p III k k { BOTTOM @ 1V-1 "AFF J 11 o IIII) I—� o �LL IIIIII E AL ... ... , ^u') f2 fl E= IIII IlliIn 1 o III FL OR TRUSSES Q 24"O.C. p TTOM @ 10'-1 a"AFF ' W 3 m • 1 x LS 013 NAILS c'3 12 LEDGER � i 2x z ,, ,• IIII _ @ 8"O.C.INTO OTTOM CHORD O 111 o J �i Z AND WEBS N a III a IIII �y 111 g z Jl: o ..... ..... . . `� III : ......... . O 1111 N m I _ coWI ;G b .. ..... ... .. ... ... ... ...... C 3 IIII w O ,� III : ............ W 3� o p - IIII6 a: � II W � 1111 - $ 0 1111 � m �II olll � 1 111 IIII 1111 K1 III `° w I II IIIIo :_. N i I Z �- r Emr o III r.,., IIII°° @ �. — r . ; ILII ® III IIII ........... LuJill . co I 1111 1111 W ...... ... LL 2 2 IIII IIII Wo IIII p � 1111 Lj- ►- SG .. ............. IIII � No � IIII LQcm � IIII IIIIcc 8 m o • cicc IIII " ... III LL III d Uy U� !.G ---- ............ �-� IIII •� i cn .... b W V I-�--I III IY O p77 W 1€ 8 m 1 ...... rn c l W (n cv € I . ISTS a OR JO a • 2x8 FL v� — rn if @ 24.0. .AT LANDING 111 III p ZO t ch N f F25 _— IIII_ � � W LL. cb Lj cc ,,. I to J c d' • o • S-9 3 1i i r ,r >IF w � �_ 5, Z as (IIII `t c �°oc III � O r III8p _ t p - 2x12 CEILING JOISTS @ 24"O.C. 00 c -� 111 BOTT9'-1 ale AFF LL IIII E #`. � t h _ @ $ SCALE: �b : OM V-0"(t f IIIIDO NOT Si r THIS DRAT , i RELEASE DA ....................... ............. . 04-01-1 i IrauYi f C REVISIONS: . ..... ...... ... ..... ........... 3 r h w a TA, �, m p h21 i tI 6s. DRAWN BY: II , ,. wCHECKED Wil IT SHEET: FLOOR FRAMING LAYOUT x oji sm O i:Tlr i. to hf: E 5 tiIt, tl a zE ; C r INSTALL MINIMUM Ve OSB SHEATHING ON c x< . DORMER WALLS NAIL C M.C.ON G EDGES AND 1Y O.C.IN FIELD WITH c w 8d COM OR BOX. I?� DOUBLE RAFTER AT EA.SIDE \ .0 NOTE: % RIDGE BEAM AS NOTED ON PLAN \ INSTALL e"OSB RATED SHEATHING ON DORMER _ ,1 RAFTERS AS NOTED ON PLAN \ \ \ LOWER PLATE TO UPPER PLATE NAIL 0 8"O.C.ON WALLS SHEATHING SHALL BE CONTINUOUS FROM E Pl� a i r \ EDGES AND 12.O.C.IN FIELD WITH 0.131"x 2 V NABS. c � n LSTA18 STRAP SHED RAFTER TO \ \\ o LOWER ROOF RAFTER(TYPICAL.) \ t', 2x4's @ 161O.C. CL \ \\ p t; a EXTEND WALL SHEATHING TO \\ TOP OF RAFTER c �€,I \ co 79 s, s cun HB CLIP \ .� (TYPICAL) u o r 24 NAILER OVER MULTIPLE G) PLY RAFTER.NAILED WITH H8 CLIP STUD TO RAFTER U (2)16d NAILS 0 8'O.C. (2)H8 CLIPS(TYPICAL.AT DOUBLE RAFTERS) ' 2x4 SHEATHING NAILER ADJACENT H8 CLIPS(TYPICAL RAFTERS) 0 E t , m (3)2x6 BUILT-UP c tii TO RAFTER.NAILED WITH r d` 3i POST(MIN.) (2)16d NAILS @ 6-O.C. 2x4 LEDGER NAIL TO RAFTER TO L SUPPORT SHEATHING NAIL @ 8"O.C. - - ff STAGGERED WITH 0.131'k 3 Ye NAILS. � F•– • gal v ,p - E^: - t' tr F 0 ., DOUBLE c CN W F 4i I DOUBLE m ii cc I i G z 1 z Y I .0 S a - DOUBLEZD t i; fy t0 N X tC CT Nq c OVERFRAME �..� T CQ �, LL P Q LL f I 2x12 RIDGE t a� LL y C: I. x :... D U L C I-�--I .I t 4� - I I " ................. W V III �.. 3 i LL ( PITCH BREAK ,; (2)1%"x 9Y"LVL IN ROOF) I -v _ — _ —__—__— 22x6 BUILT-UP :::: y — _ — ———— — —— O POST(MIN.) (3)2x6 BUILT-UP 7 CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS c !" '1 POST(MIN.) 12 3 t 2 2x6 BUILT-UP—/, Span Tables for No.2 SYP Rafters OVERFRAME---_. O POST(MIN.) __ = No Ceiling Load-20 psf LL,10psf DL " m O SIZE 12 D.C. 16 D.C. 24 D.C. c 2x6 1T-0 15-1 12-4 t k I ... ...... 2x8 22'-5" 155 5'-10 0, c�I p ... ...... 2x10 26'-0" 23'-2 18'-11" r ..... San Tables for No.2 SYP Rafters-No Ceiling Joist- 8 .;s p 9 p ci With Drywall Ceiling-20 psf LL,15 psf DL U. .......... o W —i 2"0 6"0 24"o _ Lu ............. ............ D BLE' SIZE 1 .c. 1 .c. 200 2 0' 21 17-6 202 26-0" 25 — 2 (2)2x6 BUILT-UP Span Tables for No.2 SYP Ceiling Joist z ��J Q POST(MIN.)) �, _ 20 psf LL,10 psi DL �tit— ! k �P SIZE 12"o.c. 16"D.C. 24"o.c. ow1j.ldlf 6, a OVERFRAME `1 2x4 9'-10" 8'-11 _ T�8" I t,i 2x6 15-6" 13-6 1-0 E t , . 2x12 RIDGE 2x1 ��—�— 7-0" SCALE: I ?� Lu c� I I 2x1 — 19- 0 ca �° tL , DO N ff z k s w D Span Tables for No.2 SYP Floor Joist y J S-9 40 psf LL,10 psf DL LDTHIS D SIZE 12"o.c. 16"o.c. 24"o.c. RELEASI s ( �s S-9 " �l 2x6 9'-$" V-10" T-8" L 04 >;, 111WW man= vI 10 REVISIO "DOUB �,91640 LEcm �0" 1 — 19'- "1 230 o 16" JI230 6-5" __r4-1" 20'-7" o rn Roof Framing Notes: � 1. ALL CONVENTIONAL FRAMING SHALL BE Not or BT.SYP 2. ALL RAFTERS SHALL BE 2x10 91 24"oc.(U.O.N.) � 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON MTS12 CLIPS = WITH(7)10d x 1y"NAILS EACH END. DRAWN J� i9 — 4. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH(4) AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER 5. ALL RIDGES,HIPS, 131 x 3 g TOE-NAILS. THAN ADJOINING RAFTERS.(U.O.N.) CHECKS a� 6. FASTEN RAFTERS TO CEILING JOISTS WITH(4).131'x 3y"NAILS. LL 7. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) E' `g = .131"x304"TOENAILS. SHEET: z . a (2,2x6 BUILT-UP—/ ROOFFRAMING LAYS U T 2)2x6 BUILT-UP c 8. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SIMPSON MTS12 5 ( POST(MIN.) POST(MIN.) TWIST STRAPS WITH(7)10d x 104"NAILS EACH END OF STRAP. C 311 LO g k „ m 9. 2x BLOCKING BETWEEN ALL RAFTERS AT BEARING. o a : 04 t ' qFkfil a d i i t, i c W 3 , `Ji 11A RP cn CL x o C I ' q LSTA18 RIDGE STRAP AT EACH RAFTER Ell N X M SPLICE wl(6) 4) rn € # SPLICE wl(6) 0.131"x 3 Y"NAILS c c DO NOT SPLICE 0.131"x 3 Y"NAILS ROOF COVERING(BY OTHERS) $ AT PONY WALL SPH6 @ 32"O.C. t5 rs# iil € �_ TOP&BOTTOM Y3z RATED OSB SHEATHING,EXPOSURE I-SHINGLE ROOF c ' yr�` z. t%z"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF INFASTEN WITH 0.113"x 2 3e"RING SHANK r I NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. y BEDROOM#4 EXCEPT USE 0.131"x 3Ya"NAILS @ 4"O.C.AT OVERHANGS -2 t 22"RATED STURD-I-FLOOR(T&G)SHEATHING GLUED b I bar I 2x6 SOLE PLATE $4 AND NAILED.FASTEN WITH 0.131"x 2 Y;:"RING SHANK " " " '^ ! lz RATED STURD-1-FLOOR T&G SHEATHING GLUED c I @ 6"O.C.ON EDGES AND 12"O.C.IN THE FIELD. w/(2)"SDS Ya x 3 SCREWS " ( ") " cc 16 I I " �, @ 6-O.C.ON EDGES AND 12-O.C.IN THE FIELD. @ O.C. r��ao AND NAILED.FASTEN WITH 0.131 x 2 Y RING SHANK SPH6 @ 32 O.C. a� `IT, i , �E - Li TOP&BOTTOM v II lt G 4 ; L ! TYP.24"DEEP OPEN ca WEB FLOOR TRUSSLij H8 CONNECTOR AT EACH TRUSS a .) rNj SYSTEM (2)2x6 SYP#2 J_- ' FLOOR FLOOR MASTER BATH DOUBLE PLATE(U.O.N.) r ` 8 GIRDER GIRDER THREADED ROD ASSEMBLYcc r AT NOTED SPACING 3 \ AGO (SEE DETAIL ON THREADED ROD LAYOUT) ` KITCHEN I FAMILY O . 2x6 SPF#2 STUDS @ 16"O.C.-U.O.N. c r (SEE WALL LAYOUT) c CONCRETE SLAB FOOTING c ` 7' „ INTERIOR BEARING E 2x6 TREATED SYP#2 SILL PLATE c ru �i cc STEMWALL c � f FOUNDATION o a� ca o o �§ ca } A SECTION E' c cc ttt j W P f' co g I t TWO STORY a ROOF LINES(BEYOND) ai vi rn r - �`) a`� � • LSTA18 RIDGE STRAP a r AT EACH RAFTER !" E ( ROOF COVERING(BY OTHERS) d d (2)1%"x 9Y"LVL(IN ROOF) is v� /3z RATED OSB SHEATHING,EXPOSURE I-SHINGLE ROOF c H Mr, 12 SPH6 @ 32"O.C. RATED PLYWOOD %"RING SHANK EXPOSURE I-TILE ROOF I— I TOP&BOTTOM A35 LSTA18 EACH SIDE NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. EXCEPT USE 0.131 x 3 Y NAILS @ 4 O.C.AT OVERHANGS � p (2)CS16 POST " " (2)2x6 RAISED ra CS16 c C i DOUBLE RAFTER(BEYOND) �bQr LSTA18 a g (DO NOT SPLICE AT PONY WALL) COMMON AREAJV II II I 8 L I I TOP OF o t �bv /�z"RATED STURD-I-FLOOR�4T&G)SHEAThRING GLUED PLATE(BEYOND) z , f AND NAILED.FASTEN WITH .131"x 2 Yz"RI SHANK TWO STORYco F10(BEYOND) @ 6"O.C.ON EDGES AND 1� C.IN THE FIE . WALL(BEYOND) s - CS16 T Po E sj � 1 r" ; 41 C O IIS IMI M s1 S( 1 I� H8 CONNECTOR AT EACH TRUSS 2x6 BRACE FOR (2)246 SYP#2 (D I4 I UNDERFRAMING(TYP.) DOUBLE PLATE(U.O.N.) I THREADED ROD ASSEMBLY FZE I I TWO STORY _!lco AT NOTED SPACING WALL(BEYOND) (4)2x6 BUILT-UP POST �°O OFFICE (SEE DETAIL ON THREADED ROD LAYOUT) � RE I DINING " ., ; 2x6 SPF#2 STUDS @ 16 O.C.-U.O.N. .c I / (SEE WALL LAYOUT) i! lit ire I tst2x6 2eTREATED SYP#2 SILL PLATE � t r' iu. ti!• ! pp i� 4x { All I f 4 cDF I, a r 4 SH i � I. B SECTION N " ! S-8 Q I � ,r iVell I ci Lzo -cl i — cn c w `_ N O 'm '.{ a 1 0 vim I ♦CLu LL O 0 U o W BEDROOM#3 `� Z °RATED STURD-I-FLOOR(T&G)SHEATHING GLUED BEDROOM#2 " C., AND NAILED.FASTEN WITH 0.131"x 2 Y"RING SHANK 2a " o @ 6-O.C.ON EDGES AND 12-O.C.IN THE FIELD. �z RATED STURD-1=FLOOR(T&G)SHEATHING GLUED79 Z O vi i 1 AND NAILED.FASTEN WITH 0.131"x 2 Y2"RING SHANK T @ 6-O.C.ON EDGES AND 12"O.C.IN THE FIELD. Z -- W u. W w M H8 CONNECTOR AT EACH TRUSS Lijw p } (2)2x6 SYP#2 F= U a DOUBLE PLATE(U.O.N.) r� THREADED ROD ASSEMBLY 3 AT NOTED SPACING f GREAT ROOM GARAGE '''°O w §, ' i O' THREADED ROD LAYOUT) UT 2x6 SPF#2 STUDS @ 16"O.C.-U.O.N. a rE Lo (SEE WALL LAYOUT) 1 ,H E Gfl Z f 2x6 TREATED SYP#2 SILL PLATE '� uj W c Lo d u- ' Zm O Pg l t� GARAGE SLAB `o E z s ...�it Z W yw a Lo 1 a N or4 cc mZ c SECTION s-s O LL. �► ¢ a- ' I ' m W J LL z 3' ,l c !– r, U . + w LL. IY m W MSTA24 RIDGE STRAP s V w Q a (3)1%"x 16"LVL RIDGE rn Lu UD LSTA18 RIDGE STRAP W OJ m c i C LL- (2)1 L-(2)1%"x 14"LVL RIDGE = Z v Vl Ya V1 � ROOF COVERING(BY OTHERS) u- 3 ti Lu -o W /�z RATED OSB SHEATHING,EXPOSURE I-SHINGLE ROOF U) LSTA18 RIDGE STRAP �s " o '%"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF s (2)1%"x 14"LVL RIDGE FASTEN WITH 0.113"x 2%"RING SHANK c I" NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS, ROOF COVERING(BY OTHERS) EXCEPT USE 0.131"x 3 Ya"NAILS @ 4"O.C.AT OVERHANGS %s"OR'%"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF 8 � CV r 18/27 RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF M � a� FASTEN WITH 0.113"x 2 Y"RING SHANK NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. 9/2"RATED STURD-I-FLOOR T&G SHEATHING GLUED J N q 51 c o W 0 ( )�� " BEDROOM#2 o J N AND NAILED.FASTEN WITH 0.131 n 2 Y RING SHANK R J o Q @ 6 O.C.ON EDGES AND 12 O.C.IN THE FIELD. 00 5 Z C Q O 3 V a u- , 4 � r ¢ — c c E V s N SCALE: — H8 CONNECTOR AT EACH TRUSS Y4 _ -��� (U.O.N.) a� 2x12 CEILING y DO NOT SCALE (2)2x6 SYP#2 ;v THIS DRAWING JOISTS(TYP.) II DOUBLE PLATE(U.O.N.) �, — RELEASE DATE: 4i� — THREADED ROD ASSEMBLY (2)2x8 HEADER I I AT NOTED SPACING -� 04-01-10 MASTER BEDROOM MASTER BATH �;°D AT STAIR LANDING OFFICE GARAGE ��� (SEE DETAIL ON c THREADED ROD LAYOUT) co — REVISIONS: a "° 2x6 SPF#2 STUDS @ 16-O.C.-U.O.N. (SEE WALL LAYOUT) E {a, STAIRS c (BEYOND) 2x6 TREATED SYP#2 SILL PLATE rn W 5 GARAGE SLAB DRAWN BY: ` CMF CHECKED BY: w WJD D SECTION SHEET: s-s iL 0 C m BRICK VENEER WITH 1"AIR SPACE = r 0 AND WALL TIES d o 2x_STUDS @ 16"O.C.(U.O.N.) BRICK VENEER WITH 1"AIRSPACE c -� CONT.FLASHING;PROVIDE WEEP AND WALL TIES r- c Lu HOLES @ 33"O.C. �.. GROUT AIR SPACE BELOW FLASHING 2x_STUDS @ 16"O.C.(U.O.N.) W 2x TREATED SILL PLATE _ W , «CONT.FLASHING;PROVIDE WEEP � � 4 CONCRETE SLAB WITH 6x6 E (SEE TYPICAL WALL SECTION HOLES @ 33-O.C. W1.4x1.4 WWF OR FIBERMESH FOR ANCHORAGE) c x GROUT AIR SPACE BELOW FLASHING c 4'CONCRETE SLAB WITH 6x6 •• W1.4x1.4 WWF OR FIBERMESH 2x_TREATED SILL PLATE r N (SEE TYPICAL WALL SEC ON -- FOR ANCHORAGE) • \ \\/�\/\\/\� ( .� .. ° / BEARING POST(AS NOTED) �..� SD= l . • _z � . ' 'fir,-�\\/�\\ \,/� � � • \VAPOR BARRIER OVER TREATED 4"CONCRETE SLAB WITH 6x6 GRADE �r\ VAPOR BARRIER OVER ( « 4"CONCRETE SLAB WITH N •. \\�\ \• ao W1.4x1.4 WWF OR FIBERMESH \%\\/\\//\� \ \\j\\j\/ 4 CONCRETE SLAB WITH 6x6 !� \ AND COMPACTED FILL i\ TREATED AND COMPACTED FILL 6x6 W1.4x1.4 WWF OR GRADE \\j \\\//\�1 #5 CONT. AS NOTED \//� \\// W1.4x1.4 WWF OR FIBERMESH 4"CONCRETE SLAB WITH 6x6 FIBERMESH O rs'` GRADE \�,/\\/\\/\\/\\j\\\\/ -- \ \ « / / / / /, _— —+. W1.4x1.4 WWF OR FIBERMESH W /j \�8"CMU STEMWALL WITH(1)#4 @ 48 O.C. / //� /\//\/\/\/\ --- --- . \ \ \ \ rn \/\ REINFORCEMENT(AS NOTED) 4 GRADE ;°. •° ° <: 9 c AND IN EACH CORNER. z LL1 b / /\/ FILL CELL SOLID AT EACH#4 REBAR. ij/ VAPOR BARRIER OVER TREATED / //\//\//\//\// 8 CMU STEMWALL WITH(1)#4 @48 O.C. \�, �y\\j VAPOR BARRIER OVER Z r�%//%off' �'-"�'Y"� `r° / }g Q Z « \\\ '. ` `-� c /\ \\/\\/\\/\�i AND IN EACH CORNER. \//\\�/ \,\\ <° \\r VAPOR BARRIER OVER \ \j\ HOOK REBAR 12 INTO SLAB AND 6 .INTO //AND COMPACTED FILL. // //\//\//\// \ i / /��� W \ \ \ \,�\\\\\\\\\�\ �/\ TREATED AND COMPACTED FILL \/\\� • v,/\ \. \ \ \ \ \ \ /' o \� \ \ \\\\\\\� FOOTING. \/ /\\/\\/\/\\/\� \ /�//\//� FILL CELL SOLID AT EACH#4 REBAR. \/ •s / //// VAPOR BARRIER OVER �\ \/r\\//\\/\\/\\//� �\. TREATED AND COMPACTED //\ \//\//\/ / //\// \//��/i \ r /\/. " /� ��\ %%% FILL W l � 50 \�\\ \/ •�� \\j\\j�j\\j:/\\ HOOK REBAR 12 INTO SLAB AND 6"INTO TREATED AND COMPACTED FILL 6 \,\\��\,�� T FOOTING. (AS NOTED) REINFORCEMENT(AS NOTED) 8• 1 #5 CONT. (AS NOTED} REINFORCEMENT(AS NOTED) Q ca I` 1'-8" ONE STORY 2 #5 CONT. W 1-5 ONE STORY- 3 #5 CONT. 1-8 (2)#5 CONT. ( ) 1'.8• TWO STORY-(3)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT. A SECTION -STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK E SECTION PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K SECTION -THICKENED EDGE P SECTION INTERIOR BEARING PAD FOOTING - Q W z _} SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 SD-1 O ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 42 co C Q - � W x' 2x_STUDS 16-O.C.(U.O.N.) Z W M 2x TREATED SILL PLATE PA51ASTRAP NAILED TO GARAGE 2x_STUDS @ 16-O.C.(U.O.N.) 0 SEE TYPICAL WALL SECTION DOOR POST.BEND STRAP INTO 3"MAXIMUM OVERHANG(OPTIONAL) ( STHD14 STRAP NAILED TO °�' FOR ANCHORAGE) 2x_STUDS 16-O.C.(U.O.N.) FOOTING AS SHOWN. _ GARAGE DOOR POST. 4"CONCRETE SLAB WITH 6x6 e O J 4"CONCRETE SLAB WITH 6x6 @ W1.4x1.4 WWF OR FIBERMESH " o V z EMBED STRAP INTO FOOTING 4 CONCRETE SLAB WITH 6x6 c w LL z 'J W1.4x1.4 WWF OR FIBERMESH 2x_TREATED SILL PLATE 0 uS °� " THICKENED EDGE AT GARAGE DOOR 22 co AS SHOWN. W1.4x1.4 WWF OR FIBERMESH d• (SEE TYPICAL WALL SECTION � a � w _ N _� THICKENED EDGE AT GARAGE \\\\ \\ V FOR ANCHORAGE) z `� \//\ VAPOR BARRIER OVER TREATED CURB HEIGHT VARIES \ \ \ AND COMPACTED FILL #4 WITH 6 HOOK INTO FOOTING y DOOR /\\\\ VAPOR BARRIER OVER TREATED GRADE--\ 4"CONCRETE SLAB WITH 6x6 z AND BENT 12"MINIMUM INTO \ ///�i. _ • 1 \\ \\\N'\N AND COMPACTED FILL °OW1.4x1.4 WWF OR FIBERMESH _ - - - THICKENED EDGE. MONOLITHIC FOOTING \\ \\\ ,(1)#5 CONT. � gy GRADE /\\\\ \\/\\� `.•• --- GRADE \\ .c-b-= _ GRADE \//�// \/'" 48-O.C. /r%� w #5 CONT. V~ \\�\\ .8 CMU STEMWALL WITH(1)#4 @ \��.j\/ ,E a 'CMU STEMWALL WITH(1)#4 @ 48'O.C. ////% °. 'I',.° \\\ .< //\//�\�/�\\AN IN \��\\� ��\ \/ VA EATED o Z Z • . \/\\1\. AND IN EACH CORNER. « %\//\// ///\ a . q. \/ \//\//. FILLCELL SOLID AT EACH#4 REBAR. PACT ILL O r. • / .: // /� z . / ., /�\/� �? \ \ \ « POR BARRIER OVER TR AND COMPACTED � 1 a FILL CELL SOLID AT EACH#4 REBAR. ? '/��//\\// VAPOR BARRIER OVER TREATED ° INTO \/ �. « ��/\\/ •~ �'° G '<= _ - _ - _ ' . \/\/ �/ / HOOK" NT FOOTING.PORCH SLAB c Lo • ° \/\/\ \ \/\ c \ \\ HOOK REBAR 12 INTO AND 6 INTO . \ \ RADE / / /. AND 6 I 0 6" (1)#4 CONT. cc / AND COMPACTED FILL ` ' \\\\ �/ E c FOOTING. \\ \\\/\\/ j\\\j�` /\\/ c 8 °° \/�`� %//\\//\\//\� -� ". r. /�\�\�// \''�j\\�%j//j�/\ c ^e�� t/� Z \ aj w „ i \\\ \\ \\ \° « _ 1-0 ONE STORY- 2 #5 CONT. //r//// // //\/ //\/\//\//\//\/j� \i\/r\/i�/� V-8" (2)#5 CONT. UL 1-8 ONE STORY 2 #5 CONT. \/\/\/\/ / /\/\/\/�� CONT.CONCRETE FOOTING c O 1'.8• TWO STORY-(3)1«5 CONT. 1'-4" TWO STORY•(3)#5 CONT. 6"Ml t�'�\/�\r,�\// /�\\��\\//\//\\j� i, t ALTERNATE:INSTALL MSTAM36 STRAPS IN UEU OF EITHER PA-51 STRAP OR STHD14 STRAP(SEE DETAIL R ON SHEET SD 1) m SECTION - MONOLITHIC F DETAIL I A51 INSTALLATION (STEMWALL) DETAIL- STHD14 INSTALLATION (MONOLITHIC) L SECTION - PORCH STEMWALL Q SECTION NON-BEARING STEPDOWN '8 z B SECTION -STEMWALL « SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 0- SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 46"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48 CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. � _ ENGINEER FOR ADDITIONAL REQUIREMENTS.. 1""h .� w CL F - - SHOWER AREA - - T SHOWER AREA >= c --r - MONOLITHIC FOOTING LD z = w 6 F_ BRICK VENEER WITH 1"AIR SPACE AND WALL TIES -8'CMU STEMWALL u m w 2x_STUDS @ 16"O.C.(U.O.N.) FORM EDGELi O � w CONT.FLASHING,PROVIDE WEEP PLAN VIEW rn HOLES(�33-O.C. PLAN VIEW r, W V GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH 1'AIR SPACE AND WALL TIES N - s 2x_TREATED SILL PLATE, W 2x-STUDS @ 16"O:C.(U.O.N.) (SEE TYPICAL WALL SECTION Q FOR ANCHORAGE) 2x STUDS @ 16'O.C.(U.O.N.) 2x_TREATED SILL PLATE U w (1)#5 CONT. CONT.FLASHING;PROVIDE WEEP (SEE TYPICAL WALL SECTION 4 a HOLES @ 33-O.C. FOR ANCHORAGE) 2x_STUDS @ 16'O.C.(U.O.N.) (2)MSTAM36-Z STRAPS N FILL JOINT WITH ELASTOMERIC GROUT AIR SPACE BELOW FLASHING 6'MIN. (1)#4 CONT. 2x•_TREATED SILL PLATE " V, NAIL EACH STRAP TO CRIPPLE STUD O w Lo j JOINT FILLER 2x TREATED SILL PLATE SEE TYPICAL WALL SECTION 4 CONCRETE SLAB WITH 6x6 WITH J m M ' Im 4"CONCRETE SLAB WITH 6x6 HEIGHT OF CURB VARIES ( (13)10d CORA NAILS -o Li -1 ch ? (SEE TYPICAL WALL SECTION " FOR ANCHORAGE) W1.4x1.4 WWF OR FIBERMESH LL cc = o W1.4x1.4 WWF OR FIBERMESH �; 6"MIN. FOR ANCHORAGE) 4 CONCRETE SLAB WITH 6x6 N 4t p FASTEN STRAP TO FOUNDATION W1.4x1.4 WWF OR FIBERMESH _ 1)#4 CONT. 0 0 0 v " « = Z a _� _�_• ? HEIGHT OF CURB VARIES(8"MAX.) z 6"MIN: OR BARRIER 0ill WALL WITH(8)Ya x 2Y CONCRETE SCREWS Y a j - HEIGHT OF CURB VARIES(8 MAX.) . \\\�j\ \ VAP BAR OVER TREATED �d INTO MASONRY OR(8 Ya"x 1 Y4'CONCRETE _ ?- 3 \\� GRADE 4"CONCRETE SLAB WITH fix6 / to GRADE 4"CONCRETE SLAB WITH 6x6 \\%j�\%/\i AND COMPACTED FILL `" SCREWS INTO CONCf�ETE. CONCRETE c UL ,VAPOR BARRIER OVER TREATED W1.4x1.4 WWF OR FIBERMESH �:\\ \ \� \ \ \ \^ SCREWS SHALL.BE POWERS"TAPPER WITH U- GRADE \\/\\ \\�AND COMPACTED FILL _ \�/j\�/� VAPOR BARRIER OVER TREATED W1.4x1.4 WWF OR FIBERMESH GRADE /\ \ ,{1)#5 CONT. ? PERMA-SEAL FINISH OR EQUAL. W -=-, E /• \//////%AND COMPACTED FILL ,�•-- j//j//j ■ r• / // S CMU STEMWALL WITH(1)#4 @ 48 O.C.. // / %/\\\\%\\l /// / j/ / , \\j\\/\\j 8 CMU STEMWALL WITH(1)#4 @ 48"O.C. STRAP SHALL BE COVERED WITH SIDING OR AND IN EACH CORNER. z ° //\ \ / /\\ \/� " " z .�\/\\/ \ / /\\/\\\.AND IN EACH CORNER q " \\ •' \\ \\� EACH REBAR. ' - " /// /VAPOR BARRIER OVER / /\ 8"CMU STEMWALL WITH 1 #4 48 O.C. `? FILL CELL SOLID AT EACH#4 REBAR. STUCCO 3 CELL SOLID AT EA #4 to �,\\ .0 . rea 'fir. \\ \ • �. \/\� r\/ °y/ FILL �' \% \�\\��, H CORNER. O @ \/ HOOK REBAR 12 INTO UPPER COURSE OF �. \\/�\ TREATED AND COMPACTED \/ ..� tr. \//\/ AND IN EACH / / VAPOR BARRIER OVER TREATED \ . \//�/ HOOK REBAR 16 INTO PORCH AND NOTE: L °_ �. BLOCKS AND 6"INTO FOOTING. / // //j//// /\�j\/�\ \ \//\\ FILL CELL SOLID AT EACH#4 REBAR. /i///\/ /////�//\�'/, FILL \ \//�\ 6"INTO FQOTING. SUBSTITUTED FOR N '' /\ \//j//,•/ . \�,/\\/\\/ /�\/\� \,,\\ \\\\�� \\ LAB AND 6"INTO \,/ �\\�\ ��\\/AND COMPACTED \,, \ \\\\\\\�� \/\\ THIS DETAIL MAY c N 5 //\//\ ��/ /// \///// HOOK REBAR 12 INTO S �i//�// /may/i �/j \//j / //\ EITHER THE PA51 STRAP(STEMWALL)OR a co 6" � ��\ \\� FOOTING. \ \\,�\ \� �n 1-5 ONE STORY (3)#5 CONT. 6 1-0 ONE STORY 2 #5 CONT. 6 THE STHD14 STRAP(MONOLITHIC). p C-4 o I. O 1-8 ONE STORY- 2 #5 CONT. 1-4 TWO STORY 3 #5 CONT. \/v\ FASTEN STRAP AS NOTED ABOVE TO a� M v I: « 1'-9" TWO STORY- 3 #5 CONT. « � ) 1'-8" 2 #5 CONT. ,< /r\//\// N cc 1-8 ONE STORY- 2 #5 CONT. s O 1'.g• TWO STORY-(3)#5 CONT. O .\,� EITHER FOUNDATION TYPE. c z LL O $ TWO STORY- 3 #5 CONT. cc Lu N t = J AT EXTERIOR SHOWER M SECTION - PORCH STEMWALL WITH BRICK R DETAIL ALTERNATE FOR PA51 STRAP OR T GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK � SECTION STEMWALL AT EXTERIOR WALL SHOWER SECTION MONOLITHIC c SECTION -STEMWALL A " SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT sD-1 STHD14 STRAP 8 ¢ o s SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48 CONTACT ,t ENGINEER FOR ADDITIONAL REQUIREMENTS. $ ~ .ENGINEER FOR ADDITIONAL REQUIREMENTS.. ENGINEER FOR ADDITIONAL REQUIREMENTS. Y � U. cin ¢ 0— E E 2x_STUDS @ 16-O.C.(U.O.N.) SCALE: 2x TREATED SILL PLATE N.T.S. -(U.O.N.) z (SEE TYPICAL WALL SECTION DO NOT SCALE FOR ANCHORAGE) - 12 THIS DRAWING (1)#5 CONT. � RELEASE DATE: FILL JOINT WITH ELASTOMERIC 04-01-14 JOINT FILLER 2x_STUDS 16"O.C.(U.O.N.) u.. 2x_STUDS @ 16"O.C.(U.O.N.) 4"CONCRETE SLAB WITH 6x6 � 2x_STUDS�16-O.C.(U.O.N.) G REVISIONS: W1.4x1.4 WWF OR FIBERMESH 2x TREATED SILL PLATE 2�TREATED SILL PLATE (SE TREATED SILL PLATE `v SEE TYPICAL WALL SECTION (SEE TYPICAL WALL SECTION (SEE TYPICAL L SECTION ( FOR ANCHORAGE) c FOR ANCHORAGE) FOR ANCHORAGE) - y-T- 6 MIN. CURB HEIGHT VARIES " HEIGHT OF CURB VARIES(8"MAX.) 4"CONCRETE SLAB WITH 6x6 \\/j\\//\\/ ,VAPOR BARRIER OVER TREATED oo „ W1.4x1.4 WWF OR FIBERMESH E' GRADE \\/\\\\ " GRADE 4 CONCRETE SLAB WITH 6x6 4"CONCRETE SLAB WITH 6x6 \ ND COMPACTED FILL W1.4x1.4 WWF OR FIBERMESH W1.4x1.4 WWF OR FIBERMESH /8"CMU STEMWALL WITH(1)#4 @ 48-O.C. --- AND IN EACH CORNER. ° a ° FILL CELL SOLID AT EACH#4 REBAR. � / /j/j�.' ?? /\/\° ��/ /�/ \�h �o r \/ $ " 4 ? `r/\\/\\j d / \ //\//gin • ti �r / // > a//\\\ .� • !/ DRAWN BY: HOOK REBAR 12 INTO UPPER COURSE %//\\// .° ...., ,/�\//' /.y \\\\I��/ OF BLOCKS AND 6"INTO FOOTING. \.� �i�\.\;VAPOR BARRIER OVER TREATED \�, \���jr�j� `� \\\\\ r�\ AND COMPACTED FILL \ \ VAPOR BARRIER OVER ��/i,,/i,/i VAPOR BARRIER OVER TREATF� CMF TREATED AND COMPACTED FILL AND COMPACTED FILL c 6« %, /\\j/\\j/j//�/� o, ._ CHECKED BY: C 1'-0" ONE STORY- 2 #5 CONT. 1'-4 ONE STORY- 2 #5 CONT. 11-4" ONE STORY- 2 #5 CONT. WAD ONE STORY- 2 #5 CONT. 1'-4^ TWO STORY-(3)#5 CONT. V-8" TWO STORY-(3)#5 CONT. 1'-8• TWO STORY-(3)#5 CONT. ' 1'-0• TWO STORY-(3)#5 CONT. SHEET: x HIC AT GARAGE I� SECTION INTERIOR BEARING J SECTION - BEARING STEPDOWN N g D N SECTION STEMWALL AT GARAGE SECTION - MONOLITHIC sal SD-1 SD.1 0 SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT vERsM Laos ENGINEER FOR ADDITIONAL REQUIREMENTS. , y 7 o- (. i . Lu •� - = m !� o 4 (TYPICAL DOUBLE PLATE SPLICE) z o 48"MINIMUM SPLICE LENGTH °D �- MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT (16)0.131"x 3"NAILS IN THIS ZONE. (SEE DETAIL"E"ON SD-2) NAIL EACH PLY OF KING AND CRIPPLE STUDS (2)2x SYP#2 DOUBLE PLATE(U.O.N.)NAIL HEADER NAILING REQUIREMENTS Lu L PLATES WITH 0.131"x 3"NAILS @ 8"O.C. JOINT IN LOWER PLATE JOINT IN UPPER PLATE TOGETHER WITH 0.131"x 3 Ya"NAILS @ 6-O.C. STAGGERED DOUBLE PLATE 2x6 (3)NAILS PER PLY W75 STAGGERED(TYPICAL) BLY CENTERED CRIPPLES AND KING STUDS THREADED ROD ASSEMBLY WITHIN THREADED ROD ASSEM ' I TYPICAL STUD TO DOUBLE PLATE ' (AS NOTED) 2x8 (4)NAILS PER PLY N W 6"OF SPLICE IN LOWER PLATE ON SPLICE IN PLATE OR THREADED ROD CRIPPLE STUD AND KING CONNECTION 8"MAX. 6"MAX: ALTERNATE:IF ROD IS GREATER ASSEMBLY WITHIN 12"ON EACH SIDE OF STUD REQUIREMENTS (SEE DETAIL"G"ON SD-2) HEADER THAN 6"FROM SPLICE-ADD JOINT. 6"MAX. HEADER(AS NOTED) 2x10 (5)NAILS PER PLY o (SEE WALL LAYOUT) O --{ NAILS AS NOTED �} SSP AT SPLICE. I MSTA36 STRAP CENTERED ON CHANGE IN �' U) I ( I PLATE HEIGHT 2x_BLOCKING(TYPICAL) IN TABLE 2x12 (6)NAILS PER PLY N' Y3)0.131"x3 Y"TOENAILS AT EACH ND(TYPICAL) CRIPPLE STUD 9Y"LVL (5)NAILS PER PLY N NAIL EACH SILL PLY TO KING STUDKING STUDS 7 " 11/a LVL (6)NAILS PER PLY WITH(3)0.131"(3 Y"NAILS-TOENAIL 2x4 BLOCKING BETWEEN STUDS TOENAIL OR ENDNAIL(TYPICAL) 14"LVL (7)NAILS PER PLY W NAIL EACH PLATE TO CRIPPLE STUD ( OR ENDNAIL EACH END TO ADJACENT BEVEL BLOCKING AS REQUIRED FOR NOTE. Q a.�,. .. WITH 3 0.131"(3 Y"NAILS-TOENAIL STUD WITH(3)0.131"x 3 Y"NAILS MINIMUM 1 Yz"NAIL PENETRATION NAILS MAY BE TOENAILED OR BACK 16"LVL (8)NAILS PER PLY NAILED THROUGH KING STUD. � U Z �" OR ENDNAIL(TYPICAL I INTO MAIN FRAMING MEMBERS: o W i i ii I _ (TYP CA ) V Q Q (2)2x—SILL 4- 2x_ _ r I 2x_SPF#2 STUDS @ 16-O.C.(U.O.N.) SHEATHING MAY CANTILEVER UP TO 0 (SEE WALL LAYOUT) 2"MAXIMUM PAST SUPPORTS.ALL W WINDOW ATTACHMENTS MUST BE ANCHORED INTO 2x MEMBERS. 2 uj DOUBLE SILL REQUIR )WHERE OPENING E auj Z WIDTH EXCEEDS 61" u.o.".) o DETAIL-TYPICAL ARCH TOP OPENING E DETAIL-TYPICAL HEADER TO KING STUD CONNECTION t THREADED ROD ASSEMBLY AT NOTED SPACING c O • ;; cc U) „ s it (SEE DETAIL ON THREADED ROD LAYOUT) SD-2 SD-2 CO Z O 2x_TREATED SYP SILL PLATE c O STEMWALL: STEMWALL OR MONOLRHIC: 4„ - I{ JOINT I SILL PLAT Y"THREADED ROD SET 5"IN ADHESIVE Yz"x 10"CAST-IN-PLACE HEADED OR L-BOLT (7 EMBEDMENT) cc W ..,E ORY°x 8"TITEN HD(SIMPSON) W sTEMwat.L: TYPICAL STUD NAILING ,.t. MONOLITHIC: Y"THREADED ROD SET 4"IN YY THREADED ROD SET 4"IN ADHESIVE w NAILING AT STUD OR ADHESNE STUD SIZE DOUBLE PLATE SILL PLATE coo OR Y"x 6"TITEN HD(SIMPSON) TO DOUBLE PLATE 1". 0 �uj w MONOLITHIC: 2x4 2 3 TYPICAL STUD TO SILL PLATE THREADED R00 ASSEMBLY THREADED ROD ASSEMBLY OR ANCHOR Y"x 9'SCREW ANCHOR BY J w � (END NAIL] CONNECTION HURRI-BOLT,INC. O O — (BEYOND) BOLT(TYPE 10, 02 ,or 30) (SEE DETAIL"G"ON SD-2) %"x 6"TITEN HD OR%"x 6"SCREW STUD > F= ::3 a OR x 8"TITEN HD(SIMPSON) WITHIN 12 OF EACH SIDE OF JOINT ANCHOR BY HURRI-BOLT,INC. 2x6 (3) (4) BUILT-UP CORNER POST, SILL PLAT • (SEE DETAIL"K"ON SD-2) IN SILL PLATE. NAILING AT STUD 2x8 (4) (5) TO SILL PLATE E w BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) * ANCHOR BOLT REQUIRED WHEN DISTANCE BETWEEN NOTE: � �.. a � � � NAIL EACH PLY WITH 0.131"x 3 Ya" THREADED ROD ASSEMBLIES EXCEEDS 60".INSTALL CENTER ANCHOR BOLTS ° a a, \ ` (TOENAIL) 2x10 (5) (6) 0 Z I * NAILS @ 6-O.C.STAGGERED TYPE 1 OR 02 @ 60"O.C.MAXIMUM SPACING,OR Q IN SILL PLATE,USE 2"x Y"WASHER _ , y (D �..� 0 o TYPE V @ 486O.C.MAXIMUM SPACING. *ALL NAILS NOTED ARE 0.131"x 3 Ye c d � (SEE DETAIL"F"ON SD-2) TYPE Q TYPE 2� TYPE 3� co F c DETAILui -TYPICAL WALL FRAMING CONDITIONS F DETAIL-ANCHOR BOLT OPTIONS G DETAIL-TYPICAL WALL STUD CONNECTION c Z SD-2 SD-2 c N V ?- tL H2.5A AT EACH LOOKOUT rn p 2x4 LOOKOUTS @ 48"O.C.FOR -SILL PLATE(BELOW) �LrT Z m LJi `o OVERHANG �CORNER FRAMING FULL HEIGHT STUDS(TYPICAL) ROOF SHEATHING(AS NOTED) JOIST(AS NOTED) 8 LOOSYP KOUTS OUTS BLOCKING BETWEEN (2 ROWS OF 0.131"(3 Y" CONNECTOR WHERE REQUIRED H2.5A AT EACH LOOKOUT NAILS @ 12-O.C. o w STAGGERED(TYPICAL) (SEE ROOF FRAMING NOTES) o 2x4 LOOKOUTS @ 48-O.C. = I�+�y LO 0.131"x2Y"NAILS@6"O.C. >= cv FOR OVERHANG L o • ; ,,. BALLOON FRAMED STUDS(AS NOTED) ROOF SHEATHING rn 1v v GYPSUM BOARD c 0 (AS NOTED) 2x6 OR 2x8 FRAMED WALL i z SINGLE PLATE NAIL TO TRUSS (2)2x SYP#2 DOUBLE PLATEw BOTTOM CHORD WITH 0:43fx 3 Y" 2x4 SYP BLOCKING PLATE(BELOW) a BETWEEN LOOKOUTS (U.O.N.) u<- SILL J NAILS @ 6"O.C. 2x4 CORNER FRAMING FULL ca J LL. t WALL STUDS 16-O.C.-U.O.N.(SEE WALL LAYOUT) w EXTERIOR SHEATHING SHALL BALLOON FRAMED HEIGHT STUDS @ STUDS(AS NOTED) v� Q NAILED TO BOTTOM CHORD OF TRUSS MINIMUM OF(3)2x4 BLOCKS 12"LONG GYPSUM BOARD DOUBLE PLATE n U PAIN. WITH 0.131"x 2�" NAILED WITH(4 0.131"x 3 Y"NAILS TO � FAILS. INTERIOR VAULT EACH ADJACENT STUD THREADED ROD ASSEMBLY AT (U.O.N.ON WALL LAYOUT) EXTERIOR SHEATHING ALTERNATE:INSTALL SOLID STUD IN NOTED SPACING(SEE DETAIL ON ' H DETAIL BALLOON FRAMED GABLE END LOW CEILING VAUL SHALL BE NAILED To THIS SPACE r �. v ,,, UPPER PLY OF DOUBLE —, 2x4 CORNER FRAMING FULL THREADED ROD LAYOUT) S°-2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTER,OR ROOF PITCH PLATE @ s°o.c. 2x_TREATED SYP SILL PLATE Q a HEIGHT STUD WITH 0.131°x2Y"NAILS. c C7 — — — (U.O.N.ON WALL LAYOUca T) (2)ROWS OF 0.131"(3 Ya" rn N — 2x4 FRAMED WALL NAILS @ 12 O.C. �. • 1< •'. ' <d. </ y a W � � M • ' C vS W = Z 3 DETAIL - BALLOON FRAMED GABLE END (HIGH CEILING VAULTS K SECTION -TYPICAL FRAMING AT 90 CORNERS L SECTION -TYPICAL INTERIOR BEARING WALL Y w {{ SD-2 INTERIOR CEILING PITCH EXCEEDS� OF EXTERIOR ROOF PITCH sae s0-2 w tai w (D ai i, c ' ENDNAIL(2)0.131"x 3 Ya"NAILS AT EACH LOOKOUT 2x6 BLOCKING AT EACH DIAGONAL BRACE �� rn N r'. N 2x6 DIAGONAL BRACE @ 48"O.C.WITH RAFTER(AS NOTED) c o , . a (5)0.131"(3 Y"NAILS AT EACH END(U.O.N.) 8 o N c ROOF SHEATHING AS NOTED —2x4 FLATWISE LOOKOUT @ 4WO.C. o W ( ) FASTEN SHEATHING TO LOOKOUT WITH c J + SHEATHING END NAILING REQUIREMENTS. H u.i � m y — H3 CLIP @LOOKOUT(TYPICAL) Q, =U' > a o _ -- 2x4 L-BRACE AT EACH LOOKOUT NAIL WITHa, Q p x (3 0.131"(3 Ya"NAIL SPF MATERIAL 8 I- LL NOTE: " ACCEPTABLE U a MAXIMUM 12"OVERHAN 2x—SUBFASCIA NAIL TO LOOKOUT WITH c CO -' (2)0.131"x 3 Y"NAILS E ENDWALL RAFTER NOTCHED FOR FLAT LOOKOUT SCALE: N.T.S. -(U.O.N.) f NAIL SHEATHING @ 6-O.C.TO RAFTER WITH Z DO NOT SCALE 0.131'x 2 Y NAILS 8 NAIL PLATE TO RAFTER WITH 0.131"x 3 Ya" THIS DRAWING NAILS @ 6-O.C. RELEASE DATE: 1x4 LATERAL BRACE @ 48"O.C.NAILED 4, TO EACH JOIST WITH(2)0.131"x 3°NAILS ° PLATE(AS NOTED) 04.01-10 INTO(4)CEILING JOISTS.OVERHANG SOLID BLOCKING AT EACH LOOKOUT LOCATION — REVISIONS: MINIMUM 2"TO AVOID SPLITTING. c WITH(4)0.131"x 3Ya"NAILS INTO LOOKOUT 8 a� MINIMUM%e"RATED SHEATHING CONTIUOUS o, TO BOTTOM OF LOOKOUTS w �—NAIL JOIST TO GABLE STUDS WITH rn (4)0.131"x 3 Y"NAILS @ 16-O.C. �—TOENAIL GABLE STUDS TO DOUBLE NOTE: PLATE WITH(3)0.131"x 13 Ye NAILS DRAWN BY: 8'-0°SOLID DECKING MAY BE INSTALLED IN LIEU OF LATERAL BRACING AND DIAGONAL BRACING. LSTA18 STRAP @ 48-O.C. CMF CEILING JOIST(AS NOTED) 8 CHECKED BY: a „ WJD SHEET: his r M DETAIL - NOT USED N SECTION GABLE END WALL DIAGONAL BRACING A SECTION - NOT USED B SECTION - NOT USED SD �2 r SD-2 8D-2 SD-2 SD-2 N h� i F-R-CF(VERSION:7-09) t t i �3ni VMir41 f7 a r t, INSTALL DSP CLIP @ 16"O.C. c MSTA24 STRAP LOOPED OVER DOUBLE PLATE NAILED WITH MAXIMUM SPACING (U.O.N.) AG 10d x 1 Y"NAILS INTO EACH INSTALL MSTA24 STRAP LOOPED OVER (6� c i E OF STUD rn _ 8"MAX. DOUBLE PLATE.NAIL TO CRIPPLE ON W DOUBLE PLATE ; -- - ——_� ( I I I EACH SIDE WITH(6)10d x 1 Y°NAILS. � F - �--- SEEN mm EXTERIOR BEAM(AS NOTED) ) _ f; I WALL STUDS E N DOUBLE PLATE I I I STRAP CRIPPLE TO HEADER WITH o �ko { LSTA18 STRAP y. I I I NOTCH BEAM AS REQUIRED TO I I I 0 1 ,; FIT BENEATH DOUBLE PLATE I I N RAFTER LTT20(U.O.N.) ° )'} NAIL SPLICE WITH(6) BEAM BEARS ON(2)2x CRIPPLES SILL PLATE I" 0.131-04'NAILS (TYPICAL-U.O.N.) (U.O.N.) I I I { { �`�� 6 NAIL BRACE WITH(5) CONDITION: ��NAILSt7 9 0.131 x 3 a c TO SPLICE(U.O.N.) J (NOTCHED BEAM) ` I PURLIN BRACE OR I ( I ------------------------------ I o �, �; � j k;'T BEARING ---------------------- ----- I OPTION#1 ( ----------------F-I------�---I I n I I I I I I I -----1T------I ---- - -----�---I Q * I THREADED ROD ASSEMBLY I I I I I I I I I I I I THREADED ROD ASSEMBLY -'- I I II II 11 it I I I I it II 11 II I I � Q INSTALL DSP CLIPS @ 24"O.C.OR I I I I I I I I I i NOTE: I I I I I I i I I i NOTE: I I I I I I I I I I I I I 11 11 I I I I I I SPH_@ 32"O.C. I I I I I I I I I I THREADED ROD ASSEMBLY I I I I r I I I I i THREADED ROD ASSEMBLY •�' I I I I I I i NOT REQUIRED AT GARAGE DOOR OPENINGS. NOT REQUIRED GARAGE I I I I I I I I I I EXTERIOR BEAM(AS NOTED) I I I I I i I I I I i I DOOR OPENINGS. I I I I I I I I I I I ( O L Q W I II II Ii II I r II II II n I I I II II II II I I I I II 11 11 II i I � RAFTER DOUBLE PLATE co NAIL SPLICE WITH(6) 2 MSTAM24 STRAPS FASTENED TO II .� t ) I �I I I �I I � Z 0 0.131"x 3Ya"NAILS STUDS AND FACE OF FOUNDATION BEAM INSTALLED BENEATH DOUBLE PLATE rn (U.O.N.) c 0 ��• SILL PLATE I, PURLIN BRACE OR W BEAM BEARS ON(2)2x_,CRIPPLES ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED o BEARING '" OPTION#2 (TYPICAL-U.O.N.) (SEE DETAIL"C'ON SD-2) (SEE DETAIL"C"ON SD-2) �, f a : CONDITION: 2 FLUSH HEADER CONDITION DROPPED HEADER CONDITION ..1 ALTERNATE W V� W (DROPPED BEAM) w C P DETAIL- TYPICAL RAFTER SPLICE AT PURLIN BRACE Q DETAIL- UPLIFT ANCHORAGE WITHOUT THREADED ROD R DETAIL- EXTERIOR BEAM TO WALL CONNECTION S DETAIL- DOUBLE PLATE STRAPPING OVER WIDE OPENINGS THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCEDsD-3 sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD•3 rr ,, - E V - o INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE PLATE � NAIL EACH END OF BLOCKING TO c �� ' I ALTERNATE:MSTA24 STRAP LOOPED OVER " cco EXTERIOR BEAM DOUBLE PLATE NAILED WITH(6)10d x 1'YZ"NAILS JOIST WITH(3)0:131"x 3 Y ROOF SHEATHING (AS NOTED) r DOUBLE PLATE INTO EACH SIDE OF STUD INSTALL 2x4 BLOCKING BETWEEN` cc JOISTS @ 12"O.C. c N H6 CLIP FROM 3"x 3"xY"WASHER UPPER LEVEL STUD POST TO BEAM W ROOF TRUSS(BY OTHERS)WITH THREADED ROD ASSEMBLY WITH NUT CS16 STRAP(CUT TO LENGTH)FROM UPPER JOIST(AS NOTED) c�Q LAP BEAM PLIES AND �, Z ca I BRACE(IF REQUIRED) I STUD TO STUD BELOW@ 32"O.C.(U.O.N.). NAIL EACH BLOCK TO DOUBLE PLATE {..� NAIL AS SHOWN-(5) _ " " `0 (2)ROWS OF 0.131'x 3 Y NAILS @ 12-O.C. NAIL INTO UPPER STUD WITH(11)10d AND NAIL " j D.131"x 3Y"NAILS PER PLY ( __ �—' Z I I TO REPLACE(1)ROW OF LATERAL INTO LOWER STUD WITH(11)10d NAILS. WITH(3)0.131'x 3 Y NAILS I t I BRACING INSTALL 2x4 No.2 SYP T-BRACE I PT POST(AS NOTED) ,a rl PT POST(AS NOTED} — 2x FRAMING(BELOW DOUBLE PLATE) / BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE $ I I NAILED TO EACH PLY OF TRUSS WEB AT II ABU POST BASE DOUBLE PLATE W LI H6 CLIP FROM POST ) SPH_CLIP OVER DOUBLE PLATE I 6"O.C.WITH 0.131"x 3"NAILS N (As NOTED I NAILING NOT REQUIRED BETWEEN UPPER SILL g TO REPLACE(2)ROWS OF LATERAL TO BEAM I I I TALL 2x6 No.2 SYP T BRACE EXTERIOR BEAM V THREADED ROD PLATE AND LOWER DOUBLE PLATE. FRAMED WALL r, BRACING INS w I 0. WITH NUT SET IN ALTERNATE:MSTA24 STRAP LOOPED OVER NAILED TO EACH PLY OF TRUSS WEB AT (AS NOTED) c a� 0 i ADHESNE ca ------ L,I _ 6 O.C.WITH 0.131 x 3 NAILS DOUBLE PLATE WITH 6 10d x 1 Y NAILS FLOOR SYSTEM{AS NOTED) o, �j = 1 --------- " " (( )) PLAN VIEW AT TOP OF POST , (�"EMBEDMENT) INTO EACH SIDE OF STUD 1-� b __ , BEGIN NAILING 1'MINIMUM BELOW DOUBLE PLATE E NO DOUBLE PLATE Q 1• I \ . cc I d i (1)ROW OF 0.131'x 3 Y NAILS @ 6-O.C. LOWER LEVEL STUD Z w j NOTE: T-BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS LJL IMPRACTICAL. SIDE VIEW AT BASE OF POSTcc 1= o X - NON WALL TO ROOF FRAMING W CONNECTIONS AT EXTERIOR', POST V DETAIL-ALTERNATE ANCHORS AT 45 CORNER w DETAIL CONNECTION OF UPPER LEVEL STUD TO LOWER LEVEL STUD SECTION CONNECTION OF 0 - AL T-BRACE U DETAIL -TYPICAL - T SECTION TYPICsD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED o SD-3 SD-3 c NAIL SCAB TO RAFTER WITH v, i PH I AT 32"O.C.AT DOUBLE PLATE O 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. INSTALLS _CLIPS {4)0.131"x 3 Y"NAILS � LI' DOUBLE PLATE (SEE WALL LAYOUT) ALTERNATE:MSTA24 STRAP LOOPED OVER ADD 2x4 VERTICAL BRACE IN EACH 2x_SOLE PLATE(U.O.N.)NAIL TO BAND 3"x 3"xY"WASHER DOUBLE PLATE NAILED WITH(6)10d x 1 Yz"NAILS RAFTER SET -v RAFTER SPLICE IF REQUIRED- INTO EACH SIDE OF STUD �J 1 THREADED ROD ASSEMBLY WITH NUT 3 0.131"x 3Ya" NAILS TYPICAL AT o, f (SEE DETAIL} BOARD @ 6-O.C.WITH 0.131"x 3 Y"NAILS 3 CH BRACE c " %"RATED STURD-I-FLOOR T&G SHEATHING UPPER LEVEL STUD2x4 X-BRACE ACROSS LENGTH OF 12 (5)0.131"x 3 Y NAILS(U.O.N.) 2x FRAMING(BELOW DOUBLE PLATE) a GLUED AND NAILED.FAST WI 8d COM DR c SH EARWALL 2x6 No.2 SYP CONTINUOUS PURLIN.NAIL RING SHANK @ 6-O.C.ON EDGES AND 12-O.C. �' CS16 STRAP(CUT TO LENGTH)FROM UPPER W STUD TO HEADER BELOW @ 32"O.C.(U.O.N.). °' ' WITH 3 0.131"x 3 Y"NAILS AT IN THE FIELD. O I NAIL INTO UPPER STUD WITH(11)10d AND NAIL NAIL SCAB TO PLATE WITH 3) EACH BRACE — INTO HEADER WITH(11)10d NAILS. 0.131"x 3Y4'TOENAILS c (2)ROWS OF 0.131"x 3 Y"NAILS @ 12"O.C. BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE o 2x4 No.2 SYP BRACE AT EACH RAFTER / 2x4 BLOCKING BETWEEN JOISTS N NAILING NOT REQUIRED BETWEEN UPPER SILL PLATE TOENAILED TO DOUBLE PLATE WITH ,a 0:131"x 3Ya"NAILS 4-O.C. SPH—CLIP AVER DOUBLE PLATE 8 OPEN WEB TRUSS AND LOWER DOUBLE PLATE. @ g= GYPSUM BOARD ALTERNATE:MSTA24 STRAP LOOPED w JOIST(AS NOTED) u- cb OVER DOUBLE PLATE WITH(6) FLOOR SYSTEM(AS NOTED) c BAND BOARD co L 10d x 1 Y2"NAILS INTO EACH SIDE OF STUD DOUBLE PLATE .� .� (2)2x SYP#2 DOUBLE PLATE(U.O.N.) BEGIN NAILING IN MINIMUM BELOW DOUBLE PLATE -. TOENAIL TRUSS TO PLATE WITH DOUBLE PLATE FRAMED WALL n ¢ O c (2)0.131"x 3 Y"NAILS x 2x4 LATERAL BRACE REQUIRED IF BRACE i $ 1= cn s LENGTH OF BRACE EXCEEDS 6'-0 GYPSUM BOARD LOWER LEVEL HEADER(AS NOTED) V a c Go � GYPSUM BOARD z SECTION =TYPICAL OPEN WEB FLOOR TRUSS AA DETAIL-ALTERNATE ANCHORS AT 9Q° CORNER E t TA1s STRAP FROM BRACE To DOUBLE sa3 sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SCALE: PLATE N.T.S.-(U.O.N (2)2x_SYP#2 DOUBLE PLATE a� (U.O.N.) � DO NOT SCAT GYPSUM BOARD cc SECTION -CONNECTION OF PERP. SHEARWALL TO TRUSS 12 THIS DRAM ^ BB DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW � RELEASE DATE; DOUBLE PLATE s 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED t ROOF SHEATHING -� 04-01-10 3"x 3"x 4"WASHER INSTALL 2x4 SYP FLATWISE BLOCKING REVISIONS: BETWEEN TRUSSES.TOENAL EACH THREADED ROD ASSEMBLY WITH NUT NOTE: ATTACH DOUBLE PLATE TO STUD PER a� END WITH(3)0.131"x 3 Y"NAILS. DETAIL"w"ON s0� c (1)ROW OF 0.131"x 3 Y- NAILS @ 12-O.C.(TY KING AND CRIPPLE STUDS AT DOOR a, RAISED HEEL TRUSS WITH HEEL HEIGHT UPPER LEVEL STUD w SILL PLATE INTERIOR OR EXTERIOR STUD WALL GREATER THAN 6" 2x FRAMING(BELOW DOUBLE PLATE) CS16 STRAP(CUT TO LENGTH)FROM UPPER L' STUD TO BEAM BELOW @ 32"O.C.(U.O.N.). Y"x 3Y"TAPCON SCREW / DOUBLE PLATE �+ r NAIL INTO UPPER STUD WITH(11)10d AND NAIL 4 I _ (2)ROWS OF 0.131"x 3 Y"NAILS @ 12"O.C. / INTO BEAM WITH(11)10d NAILS. _ BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE DRAWN BY: THREADED ROD ASSEMBLY SPH_CLIP OVER DOUBLE PLATE BEGIN NAILING 1"MINIMUM BELOW TOP OFBEAM �' CMF F SHEATH AREA BETWEEN DOUBLE PLATE I AND ROOF SHEATHING WITH%s"OSB ALTERNATE:MSTA24 STRAP LOOPED OVER 2x_TREATED SYP#2 SILL PLATE RATED SHEATHING.NAIL WITH SHEARWALL a CHECKED BY: ! DOUBLE PLATE WITH((6 10d x 1 Y2"NAILS ( ) e.\ . d a d� / w WJD i NAILING PATTERN FOR WALL. INTO EACH SIDE OF StL1D BEAM AS NOTED \ d 1 (SEE WALL LAYOUT) � � - -4 l � SHEET: SEE FOUNDATION DETAILS - ANCHORS AT INTERSECTING WALLS FF DETAIL- CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM DETAIL -CONNECTION AT EXTERIOR DOOR o Y DETAIL- PURLIN BRACE Do DETAIL-TYPICAL RAISED HEEL TRUSS BLOCKING EE DETAIL ALTERNATE AN SDv sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED "' sD-3 SD_3 sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED F-R-CF