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Ocean Grove Drive 1730 ------------- MAP SHOWING BOUNDARY & TREE, LOCATION SURVEY OF SQUARE FOOTAGE CALCULATIONS: LOT A S S 0 WN ON MAP OF CONDITIONED SPACE FIRST FLOOR CONDITIONED SPACE SECOND FLOOR CONDITIONED SPACE THIRD FLOOR (TOWER) 276 SF TOTAL CONDITIONED SPACE 5,322 SF OCEAN- R UNI T N 0 , 2 OUTDOOR LIVING / SUMMER KITCHEN 324 SF ENTRY SEQUENCE 400 SF GARAGES) 947 SF AS RECORDED IN PLAT BOOK 20 PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. LANAI '°98 S- 2nd LVL BALCONY 2nd LVL COV. PORCH / DECK 500 SF MASTER BALCONY CERTIFIED TO OCEAN BOULEVARD CONSTRUCTION 3rd LVL COV. PORCH TOTAL UNDER ROOF 7,914 SF SITE COVERAGE CALCULATIONS: GROSS LOT AREA BUILDING FOOTPRINT (INCLUDES PATIO'S AND SERVICE COURTS AND FUTURE DRIVEWAY AND FRONT WALK 654 SF x .50 (REDUCTION FOR PAVERS) 327 SF NET LOT COVERAGE TOTAL LOT COVERAGE T 0 9 �z/�3/07 L I STRUCTURE HEIGHT & NO. OF STORI lA 1 I MEAN ROOF HEIGHT IN FEET X NUMBER OF STORIES o I OCCUPANCY: S x � 0 I 7 -P 1.4 R-3 (SINGLE FAMILY RESIDENTIAL p T 5 2m' ° „ E 125 . 00 -x-_x L FND Y2 I.P. x N 8 6 1 8 ___-.-- (12.2) o o NO CAP ) e =. s.�� TYPE OF CONSTRUCTION: S30-45'40"E . BR. L, - I i D TYPE V-e 1.0' o (10.4) � B - _ -- - - ` i _ �" A 0 $1 �' MAG CLU STE O r9 611, 6 , I c PAVFRS 0 II I I z it II � D � Z I 0 - - � 107 �J SHEET LEGEND z r� I CD .. 0 ARCHITECTURAL 12" PALM /�� L 0 1 8 0 N C � ) Al SITE PLAN I I A2 1 st LVL FLR PLAN VA CANT) N � 00 � ,. _9 ( -1 ` > (— O A3 2nd 8c 3rd LVL FLR PLANS T I _ _ _ _ `__�I 0A4 FRONT 8c LEFT ELEV. r \J _ I fel � LO � STER I I I I I I I � A5 REAR 8c RIGHT ELEV. _.' 10",I 9"' C I I I p/ VER AT m \ A6 ROOF 8c WALL SECTIONS N I (J' • I I 'I- I A7 ELEVATOR DETAILS 8c SPEC`S p : I j I — _ _ _ — — _ - - �-� STRUCTURAL , 3 —{ N — II " LO I (". S1 FOUNDATION PLAN ! I 13 I y si -------------- --I I I I 0 —I S3 -------------- 54 FTI S5 � � I ,L I► u� II II � .. • Iry p-T•l4• --'--(13.2) ; - 9„ BAY Stt.T �� FND Y ._----- L B 1048 PROJECT LOCATION MAP: „ 10" „ LO CLUSTER _....... 8" LO 9" LO INDICATES PROJECT LOCATION i 4 10 _ W % _ --- - __--- 7 LO - FND J�" I.P. o O FUTURE USE _NO CAP „ o RESERVED FOR -7 S45'4512 E -— --__-- _ - 6 ---- - 0.3 _ TH STREE 17 (402 PUBLIC R/w) p E s 4 ? BENCHMARK USED: FLORIDA DEPARTMENT Ci= TRANSPORTATION StyT 3 NAIL 8c DISK AT INTERSECTION OF THE NORTHERLY RIHGT—OF WAY LINE OF R � TREE LEGEND 16TH STREET AND EASTERLY ° F� ;J, L — K RIGHT—OF—WAY LINE OF OCEAN BOULEVARD, s 0 LIVE OA ELEVATION: (10.70 ` `` BAY - BAY { BENCHMARK MAG — MAGNOLIE SET BENCHMARK: . 60d NAIL IN WOOD POWER POLE BETWEEN PALM — PALM LOTS 3 & 4, BLOCK 8, OF OCEAN GROVE UNIT NO. 1 , ELEVATION: 11 .42 ELEVATIONS SHOWN THUS: (11 .42) AND REFER TO NGVD OF 1929 F— cl `M ^R 10 j i 2 : 4<:> 51TE _ s XX o yl:.i . .... :. 2 n x .......... Y 9eyaLy6.g, v �` , D £ S i 10'-10" 74'-2° 001, 4'-10' 3'-0" 3''0" --11/2° 8'-8" 6'-i" 5'-81/2" }8'-3" 10'-2' i0'-6" 121_2" S'W. x 46' H.CMU WALL let LVL STAIR NOTE: (19) EQUAL. RISERS 6 11/4"H. SERVICE COURT SERVICE COURT W1 (15) 10"W. TREADS W1 1" NOSING. A/c A/C A/C A/C A/C (TOTAL TREAD DEPTH = 11") ( � ( kn 2040 CSMT t � 2040 (SMT 3040 (SMT p HDR) C8'-ID" HDR) x LINE OFFF 11 1 I 1 lr 1 i c� FLOOR ABY. POOEQUIP, ki, ONG - J L ONC POWDER -' - - - - - - -- -2- O I d- CID° NP 3 N N I lID' CLCx — ,. •r— e I OWER W/ G BREAKFASTYx = _ N X I AHU EN SU ELEY- I _ s I 10' CLG I NOTELU SEE ELEV DET. U c„ �, 5YI0 HERS. VERIFY I ' SPECS. � "I �. � I Ix (;'� ( PLUMING e ELEC. � Q M CH. SHEET A-I 1 I e I ROUGH-IN I ° `' z n u 10' CLG (FROM HOUSE FF) ISLAND I y - --- ' ° I _ -. - -- - -- t-- E t,/'fit. I \ -� _ _ KITCHEN I �omm =L-=V/41 1vi�/ ' nt 0 61 CA AN,�► `--� ,I 3' ARCH ARCH co fi L INE OF OPNG — — — — 1—L- -- — — — — — 1ID CLG n: ° @ 0 0 BATH FLOOR ABV. I I I I i y a ty NOT 0 ., 10' CLG NOTE: E , I 1 I I GARAGE CEILING SHALL Q "' n fill5'-9" 4'-6 1/2' 2' 5' 8 i/2" 2" FIELD VERIFY ALL 42" N. �iaW4LL 5 , _ INTERIOR ARCH LOC. RECEIVE (}) LAYER OF e, 1 I I I AND DIMENSIONS PER TYPE 'X" GWB. (F5C R309.2) � � - - - I I Ln I I BUILDER. q % :, — — — , , =.. I d I I d 23'-5' °I I 5 -0" -i0" 12'-10' ARCH N — m AR H 12080 STACKING SGD = I 0JU 44 OPG c� I Q (� 6161 / U tt MAC lID'-6" ° y r p ?- U 0 p 1 / '8o A N Y Iu �S7 OLm IUZI 10 G d II2680 p FF MECH. N LIVING , = w AHU n a'-0 -iID' - n 1 _ = 3-',4NTR1' _ N - - 10 CLG+ �[ �0 10' CLG n W+1 ,0 88 BU1LT� MS u `�J C ) SN-NEE 4 - ENTRY = I I NOTE: 1 1 I (2) 2680 I _ OPENO�ABV. I U I VERIFY DECOR COL. SIZE AND SPEC'S PER ( v I I U DECOR I U I U U I A 8 BUILDER. (REFER TO 6TRUCT. SHEETS FOR I � I I � ENTRY DR'S I � � d I A4 ^ I LINE OF �-) �� I I = STRUCTURAL COL. REQ.) TVP. I I I Q 10 + CLG I X tK 2ID'-8° FLOOR ABV. 6'-0' .y�� 6'_6p 6' f8'-ID" " " " " - M x Q I - I I -6 I 5 2' I 5 8 9 -ID 1 4 0 I -4 4 41-4a 011. j I I- - -{ - - - - - - - - - - - - xMx oNC - --� IdJOR1G AREA Q ^ LL � � I t. � L u iit I m -444 Q = r U I I I I 10' CLG (FROM HOUSE FF) II I I (SEE ELEVATION) �— r Q i- NOTE 111 iroI I 1 I (P - n SUM.KIT.DESIGN (� 11 5Y OTHERS. VERIFY PLLT15IW3 a ELEC. I i z NOTE: N i i = ROUGH-IN ip I I 4 GARAGE CEILING SHALL N C1 Q RECEIVE (1) LAYER OF Na' TYPE "X" GW5. (F5C 8309.2) ,n 16" W. HEARTH m I I r 42' 0 1 1 11 r u �n N FP L - - - - IN — `t r - - - - - - Cn rA ,. - - - - "— EXTERIOR SHOWER 4 6'-10" 1'-ID' 6'-IID' 5'-3" 25'-4' -5' S'-11' CONTROLS 01 i 40 20'-8" 6'-0" 25'-4" -1'-4" 22'-8' 3'-0' 85`-0" I 1 3'-101/2' P-9 " 1/2" 2'-4 L INE OF SALGONY / GARAGE BELOW I =11! I EEFERENCES 2m'-4" xE5 ONLT111 JI Ist LVL FLAN ��` u ,4'-0 4'-0" " FDETAI �UENCEL OF I � II 1 - 2x4 WALL 1/2WALL TYP. (SEE ELEV.) m � 'ALIGNS` ci x TOWEfR Q MAX VAULT - 'ALi� - - - - — — — — 'ALIGNS ry \ � / I �D Nt 'ALIGNS_ MULL SLP CLC% o 5LP CLG X68 O U N 0 12�L-, T U - / \ 0 m � v � U_ — —I ZT 1'-4' 1'-4" 2'-4" /' ') �t Q \ V� Q �t z /3068 MULL \\ DEog @ St N t _ ;p 2040 CSMT (3) 2030 FXD HDR) w 21-41' 2'-0' S'-0' If Of 8'-0' 4'-0" 4'-0" If 01 Ott, 10 1'-4' 1'-4" 20'-4" 9'-0" �aJSE PF(0'-01) - - - - - - - — — - -- - - - - - - 2'1'-10" ENTW @ - - - - -- - - - - 3r�ol LVL FLOCf FLAN 1/411 = 1I - OII 2nd LVL TO 3rd LVL STAIR NOTE: — — o 0 (1-1) EQUAL. RISERS 6F1 U/ (i(o) lO"UJ. TREADS UJ/ i" NOSING. i`s (TOTAL TREAD DEPTH = 11") _ o 1 )N ELEVATION 40 4'-2' 2'--1" 2'-I0' 2'-1' 2'-9" a3'-8" 2'-6' 4'-2' 3'-4" 5'-0" 3'-4" 4'-2" 6'-4' 5'-10" 5'-4" 3'-2 1/2° -2 1/2 2'-4" 1'-31/2' 3'-2 1/2" 5 SECT./ELEV. DETAIL 1/2'= 1'-ID" 1' 10 1/2" 2'-0I2"� 1'-3 12" SEE 1st LVL 2040 C5MT 2040 FXD 2040 FXD 3050 CSMT 2040 C51"T f FLR PLN NOT (1'-0" HDR) (1'-0" HDR) (7-0" HDR) ('1'-0" HDR) C7'-0" HD ) f aw LA o C`' I ( � tF G ii. .6.1 DN $ \ FP ��': N / I 0 0° HDR) - MAX Y _ \ \ /' EXEfR. `;� BATH I _ .— N 11 1 1 1 1 1 1 1 115 cn MAX VAULT I tip' I MSS GH. 5H o I I N REFER TO — ELE VATION'1=08 JETTED TUB 1 - - - - - - - - - `� Q WINDOW INFO. TYP. `g ' @ .; �� \ 4iQ �/ . fK JulI� 3080 :s � \\ � // � •, — — — " T - — ,:._ .-: � i v � 12 FLA, v- �'� �` @ -!g1 Eigy, \ / - ' - - - - - - - - - - - r (> ) sH (5) 5H 3ATH _ +- \ / ,� - , - Res @ I a z `r - - - - - — - - -- - 9' CLG �— — v. — z 5LP CLG I 5'-0" FLAT I SLP CLG _ m ca @ ' g'CLG zE' - - - - - -� I - - R45 "I Ak WH M. BATH 9 CLG �, I w1c. I s e // \\ I { 1 9' CLG I (IX :;�- Qtr // N \\_ 0 DBL 2x6 WALL W I : I \ / I v l I / B LU p I SHOWER NICHES I I X ( I QI I / '''� ( 10'-2' PER BUILDER ► /4HU\ O IC- � m / \ / MAX VAULT \ I �? z SLP CLG i Q i 5LP CLG I N I @ 0 I RaS 3 I N -` �► - - - - - - -, I = 1 -411 � — �., I I (2) 3060 FXD. r —(11-0' HDR) 3 3'-'1 1/2' 3'-3"I 4' 6 1/2" 41- 05 6'-6' I 6'-6' 4'-0" I I �� t9 = LL = 2 I ; ' uP I I r 0 UJ.I.C. I I X v Q 5'-3 1/2' 2'-6" 11" -411 ' I IN 9' CLG I ( VERIFY DECOR COL. SIZE tX — @ eta i 6 12 I 2680 — — RsS AND SPEC'S, PER BUILDER. COVERED PORCH v n I I I ,n f Q (REFER TO STRUCT. SHEETS — 9 CLG I I I 4" '-4' 3' 9" " 1 ;:... A ! v= FOR STRUCTURAL COL. 'B'+ GLG �@ @ U tQ 3060 I �' - - a, S1 126,60 I @ REQ.) TYP. I SEE ELEV. FOR @ U BULKHEAD HT. 42' H. GUARDRAIL ` 0 r= Q -a ``� @ }-- TYP. � HU � t C5) � � _ CFBC 83122) . / SH F_ CLG _ o 0 X �. 9' CLG LL 1y OPEN TO = `0 6o BELOW +— _ =I p MIATH c� 10 9' CLG `vim `'� e0 `� 9' CLG 6 _ v � A 4' ARCH /2) 3080 FR 42" H. GUARDRAIL MULL i N cr — — -- — @ �- CFBC 8312.2) _ SUN DECK I - - - ° -050 FXD \\ N :A36" ..•. // C"i' 0` HDF2) .�� .,� -��', g�� u � !X C ■ rJ'TOR. I Q p HEARTH // iu� S/ GLER `V @ 5 -8 \ ► -8 6 -0 T1 -4 2 -6 i - ( WH i�- r Q \\ // LL tK� 3'-� 6'-�" 3'-6" a.`-4„ ,_4" ,�4" all X \ v / @ Q @ _ i I a� o \ / � m I I Ras _ -0 f �" 2 - " M SLP CLG o o sLP CLG ( I 0- @ o -J\ U I I MAX VAULT I = U- ,/ `\ - - - - - - - - - - - - - - - UJ.LC. �_ - 12" FLAT V CLG LL - J �145TEFR %5U [ TE MAX VAULT - - — tQ 3050 CSMT. 3050 CSMT. „ (.T'-0" HDR) (-'-0" HDR) " I -4" 20'-8" 5'-2' 5'-41: 1 3,_0„ 5 BRCS 12 3rd LVL COVERED PORCH 31'-ro"i8° — 30'--l' CHASE / TYP. — — — — _ — — — — — BRG --- — — — 3rd LVL 30'-113/8" f�i II—I—II C�1 ---- 4'-0" 12 + CLAY ROOF TILES TYP. i5 1'-0" FF — — _ — 3rd LVL 22'-01/8" 100 Z0'- 73ia° 2nd LVL _ — _ — — i=3RG 13RCz — _ — — 2nd B 3rd LVL 2 --73/e" aD 12 N 11'-&'/4" 2nd LVL _ _ — — FF —— ——2nd LVL FF — —— _ FF _ — — 2nd LVL IV-ro'i4" 10'-11/2' 1st LVL — — BRG SRG BRCx — — — — 2nd LYS 10'-11/2" AL IGN' SUM. KIT. 10'-11/8" STUCCO 0 STUCCO L01-0" HOUSE — — _ — FF — _ _ _let LVL FF — — — — — —— — FF _ _ — _ HOUSE 01-00 FF WORK/OUTDOOR LIVING -0'-ro" 04 GARAGE/ENTRY -1'-0" LEFT L VAT I ON N t Y' 1 y 47 12 �5 BRG 3rd LVL COVERED PORCH 31'-rods" 3rd LVL 30'-1138, QUADRANT OF SEMICIRCLE N 12 N �5 F 3rd LVL FF FF 3rd LVL 22'-0118" 2'-ro" — — 2'-ro" 20'-'I3/8" 2nd LVL BRG BRG — — — — — 2nd d 3rd LVL 20'-"138" DECOR -- DECOR TILE TILE QUADRANT OF `f QUADRANT OF SEMICIRCLE SEMICIRCLE N N cn to LL c0 4J m IV-61/4" 2nd LVL FF 2nd LVL FF _ _ 2nd LVL FF FF — — — — _ _ _ 2nd LVL -- — — — — — — — — — — — - - -- - - DECOR _ — — — — 10'-11/2" 2nd LVL — _ — — — — — _ 5RG TILE T7 P. — — — — — _ SRG Zncl LVL AL ICsfl' RUSTIC4TED 4" 5ULL NOSE 5,45E PER DIM. 0r v STUCCO TRIM _ (GONT.) r = r Nt , I v 0'-0" HOUSE — — — — — — — - - — — — — — — —HOUSE 0'-0" FF 7=i U111 ME I J-1 Fr- -o,-&l WORK/OUTDOOR LIVING — — — — — — — — _ CsARAG-cE/ENTRY" -i'-0" GARAGE/ENTRY - - DECOR WD DOORS T'1'-f=. F RON T ELEVATION 1 /411 = 11 - O11 60 Ad,. 12 CLAY ROOF TILES TYP. BRG — — M. BATH DECOR ROOF 23'-'13/e,' BRCS XXX Ll 11 Li u FF 2n6 LVL il'-911/4" BRCS — — — — 2nd LVL i0'-1ri2" L-� L`l IL---------- DECOR STUCCO CORBELS r - - --I F_ ___lr- - - � r - - -� r- - - --i 17 - - - - - --� � FUTURE POOL FF — I I i I i ( i I i I i I — — — I A/C I I A/C I I A/C I A/C A/C — — — — HOUSE 0'-0° I I I I I I I i i EQUIP. Loc. 43 2'-0" 10 fRIC. HT ELEVATION 1 /411 = r — on — - - — _ — WINDOW INSTALLATION (METHOD A-1) -ER RESITIVE BARRIER (WRB)APPLIED PRIOR To THE WINDOW INSTALLATION FLASHMG APPLIED OVER THE FACE OF THE MOUNTING FLANGE. QUADRANT ' SECTION A OF SEMICIRCLE TWIi WNDoar JAM MNT ErENIND INTM 1. BEGIN WITH AN EQUILATERAL TRIANGLE, ALL SIDES ARE EQUAL. Fi MAO r i 2. FROM POINT (A) CONSTRUCT A SEMICIRCULAR ARCH. SEAL THE MOM FRAME TO OPEWG � 3. CONSTRUCT A CONCAVE ARCH FROM POINT (B). APPLY'A V6'NOM.PLA,TO THE OACKOM _ ATWITH �oLE e.� ---- '--_` �, 4. REPEAT STEP 3 FROM POINT (C). ®JAMB FLASH MG ANT MMAD BETWEEN APPLY CONT.SEAL TO THE MOWTMG FLANGES AT KASNING AND Ham"K AWSE. THE TOP CHEAD)ANP SIDES(JAM IS)OF WNDOILL EXTEND SEALANT AT.WV&S,W AMMS THE 1W.AT �I "LED FASTEN M PLACE K.M4M INTO SEALAW AM GOES OYER SEAI.;4NTZ ® HOW TO G O 1 �5 T U C T THE ' OG ' A 1RC �, AY G. PE E 88CURE WRB AT HEAD FTI (D� 12 ii - - - MASNMG AT HEAD EXTENDS Is - --� BET JAMB FLAENMka I I I{ { 14T E rT -❑-----❑'-- J J AHEAD FLASKING /' I EMDED MOTTOM OF THNE HEAD DECOR FLASMM AGAINST THE F40YI000LY TILE GA APPLIED SEALANT alLASMMG GOES 1 OVER SEALANT).EXT00 HEADBRG — — — — — — — — — — 2nd d 3rd LVL 20'-�3i8' / I S F K AAFA ASIM IN FLAM I i I A I -QUADRANT OF 7m4SEMICIRCLE IGFt /� r a ,f I /' 9' I RAM. I •' SEALANT I SILL FLASH M a LLJ 614"AND ADJUST MCC' TO A0 OE S6><J,M N N Li M.",AND LEVEL CONDTTNON USE CONi18o01ON -� $' 6'-S" 8° ' � 2nd LVL 11'4011 4" RESISTANT FASTENERS. FASTEN W Ci PER N N 2nd LVL FF I WNDOIU MANWACTIF SPEGFiOATiONb -- -- --------- ----- - - -- ------------- — — — — — — — — — — i I Li Li WEATN-AER RESISTANT TOP OF CMU — — — — — — — — — GARAGE i0'-11/2" BARRIER (WM 2'-0" TYP. AT A 46 DEGdQEE ANGLE,CARERNLLY G!!T 1'1-E T'A4MMR ON A DIACONAL. GENTLY RAISE THE --- TOP EDGE OF THE BARKER UP IND TAPE THE TOP CO11i AND CENTER TO THE EXTERIOR -- WIM SURFACE ABOVE INTERIOR VIEW TOP LEFT CORNER OF WMDOW FF HOUSE 0'-0" 1RA1R ELEVATION. 1/4 1 ' — O " 1 I i I NOTE TO TRUSS DESIGNER!!! TOP CHORD OF ENGINEERED TRUSSES SHALL BE 2x6 TYP. SEE STRUCTURAL SHEETS FOR — ROOF SHEATHING NAILING PATTERN. R-30 BATT INSULATION CLAY TILE ROOFING (ENSURE MANUR SPECS FOR PROPER INSTALLATION) 12 INSULATION 5AFFLE i 5ETWEEN EA TRU55 / a / as aaaa / HURR CLIP e EA TRUSS (SEE STRUCTURAL SHEETS) / ------ / �-- ALUMINUM DRIP OVER 1x4 TRIM OVER 1x8 FASCIA OVER Iia" GYP GLG BRD.. _ '..._ �� .� 1`-4" TYP. OH 1'-4" TYP. - .cxr/ vu5-rf-t.�uirt (2) 2x "2 SYP PLATES 1x6 TRIM (SOFFIT) 1/2' Gyp BRD 3"W. CONT. SOFFIT VENT 1x6 TRIM (SOFFIT) R-11/19 BATT INSUL STUCCO FRE12E (BTM ELEV. 6'-0' ABY. 2nd LVL FF) (1" PROJ) w 01 _ °' _ 3rd LVL 30'-1146' 3rd LVL COV. PORC 31/4' TdG PLYWD GLUED 4 SCREWED OVER PRE-ENG HURR CLIP 0 EA TRU55 WD FLR SYSTEM (SEE STRUCTURAL SHEETS) OR WD FLR J015T5 PT 2x8 PLATE W/— 1/6' LAYER C_V. ''tea"Xi0' ANCHOR OVER GALV MTL LATH BOLTS AT 32" OC OVER VAPOR 5ARRIER W/ 3"x3"11/8" PL WSHRS OVER APA RATED SHEATHING OVER 2x SPF STUDS 6 16' OG (SEE STRUCTURAL SHEETS) SEE STUCCO WEEP SCREED DETAIL TH16 SHEET Lu 2x PLATE *2 SYP T*rf=>. TOWEIR fR00F TfRU55 DETAIL III = 11 _ 0 11 E3 TOUJEfR f=0fRGH (ROOF TfRU,56 I) ETAIL. TOP OF BLOCK ELEv. e (1st LEVEL) 11/2' GYPSUM CLG BRD. CONT. FILLED COARSE W/ l2) a. /J wn'S CONT. (LAST TWO COURSES) 100 70, 3`-YJM ,e -4" 26'-8" USE THIS DIMENSION FOR ROOF TRUSSES THIS AREA10 •". /2' GWB I TYP. LAYER C.V.gig' OVER GALV MTL LATH OVER VAPOR BARRIER INN 11/2' FURR STRIP, 16" O.C. / TYP. OVER 8" CONC. CMU (SEE STRUCTURAL SHEETS) T--------------- "� ------1 L-------------J L------ ' -- ------ LJ _ (1) 05 4'-O" O.G. IN FULLY GROUTED CELL (25' DOWEL LAP MIN.) ------------- - - ------------ --- - Q i i SEE STUCCO WEEP >. SCREED DETAIL 7H18 SHEET ° ai II A CRICKET; ° a a z lu I ' i I i Tt r i I 0 CaRADEL I i a �-/ i (1) 05 ROD CONT I (1) *4 ROD VERT I , AT 46' OG W/ MIN ro" HOOK INTO FTGa I I ( ( i LIQ �-,J = ------� -------------- ) a. SINGLE GOAT PLASTER ' ` LJ8 12' HOOK INTO SLA5 i I i i L] I VENEER W/ SAND FINISH I I I I LL__J 0 0 r 0 OH • (3) 05's CONT. (25" LAP MIN.) i CJ -I UI L _J ' I T RIDGE i r i I 2'-0" I I i nn I I I L------- J I rr 7 ,a WALL I l W {� 1 II 1 _ 0 11 L J i --------------� - --- - ----- _--- - 'S/ 'F-F— — - --- ---` — _ I��---------—----- I I I Iuj Fr-_7 I i t i I I I I I II II � I I r-i lJ I r '---------J L____j LJ I I I! I I I ------------- 1 I I i l I I I � i � ! L,! ! I I -- -------- L-- ---------------------- - , � I -- ----i I r-----------------------------I I ! J L J l i LJ J 4 'j i r-i HOLD FRAMING SACK 1/2" FROM i i JLt L EDGE OF SLA5 TO PROVIDE III I N ( ! FLUSH SURFACE FOR STUCCO. I I III ( IU4 CRICKET I I L LJ LJ L i I PAPER-BACKED LATHE OVER -----------------J i II +15 FELT OR HOUSEWRAP. i i i --- ------, FASTENED * 7' o/C, W/MIN 3/4' L� i RIDPE PENETRATION INTO FRAMING iiQ �Q MEMBERS. �J r rJ i i iX RIDGE II RIDGE �" 1/8' (3 COAT) STUCCO SYSTEM --- ------------------ ---- ---} --- LI I- --------------- r--- -+---i i r i l l i i 1 1 lU STUCCO WEEP SCREED iI' II II ' E-1 ......... ri i - - --------- Till ------- I --------- 1/4' GAP BETWEN SHEATHINx u ---------- T - r - ---------- ------- I t CONCRETE I ► i I � LJi I( � r LIC-44T COAT MASONRY 2PRESSIN'a' iiTO FILL BLOCK VOIDS AND/OR I +I I1I L -------- -rI --------- II L_ J HONEYCOMBS CRICKET Ji ----- II II II rl --- I I I ! I 11 I I WEEP SCREED TO BE MINIMUM 4' A5OVE GRADE - 1I I it i I I I I I --� r-� r-- I I I I I i t L----- L-----� L------------------ II n ----------- ----------------' CONTROL JOINTS fREQ'D ® 144 SQFT INTERVALS W/ MAX LGT-TO-WIDTH RATIO OF 241 !i -- - --------- ----- - - ----- II ---- Y- —-- --I ----1- ----- -- --- -- — -- r----- ——— -----� r------- -- r---------- ----------i 1 i i ! i 1 23'-10" 41-0# LINE OF Ist LVL LINE OF 2nd LV - LINE OF 3rd LV. :I SECTION 14235 RESIDENTIAL ELEVATORS PART 1 GENERAL 1.01 SUMMARY A. The product described herein, manufactured by ThyssenKrupp Access, is a private residence home elevator designed and dimensioned to provide access to all levels to the home based on the individual's requirements. 1.02 REFERENCES A. Elevator shall be designed, manufactured and installed in accordance with the following standards: 1. American National Standards Institute (ANSI). 2. American Society of Mechanical Engineers (ASME). 3. international Building Code (IBC). 4. National Electrical Code (NEC). 5. American Society for Testing Materials (ASTM). 6. American Welding Society (AWS). 1.03 SYSTEM DESCRIPTION A. Drive System: Geared machine with counterweighted chain drive and frequency controlled variable speed drive, 2 hp motor. Programmable logic controller with digital signal processor with automatic operation. B. Number of Stops: Two to five. C. Car Configuration: (1 L2001) enter/exit same side. D. Maximum Travel: Up to 50'. 1 E. Rated Load: 700, 750 or 950 lbs. 4' - Speed: 40 fpm. pe2 F. Rated S G.Car Size: 1. 36"x60" platform. FINISHED H 01 STS/AY 2, (specify:) 84", 88" or 94" high ceiling. H. Car Walls: (specify:) Melamine panels (champagne, light oak, dark oak or white), wood veneer panels, inset wood veneer panels, or - ?? raised wood panels oak the or birch). - 0 - raised { nY ) 8 1. Car Ceiling: (specify:) White or wood veneer to match wall panels. L2001 OUTSIDE CA R J. Car Lighting: Two recessed halogen lamps with stainless steel bezel 1 1 �? K. Handrail: (specify:) To match wall panels, brass (brushed or polished), or stainless steel (brushed or polished). 2 L. Operating Features: 1. Car Operating Panel: (specify:) Stainless steel or brass (brushed or polished) panel with illuminated automatic controls, light switch, ? ?� emergency stop switch, alarm button and LED floor position/diagnostic display, and (specify option.) key lock. 3 ' - 0 " - INSIDE CAR 2. Hall Stations: (specify.) Stainless steel or brass (brushed or polished) panel illuminated button, LED position/diagnostic display and " 0 (specify option:) key lock provided at each landing. 4 3. Pit Switch and car top run/stop switch. 4. Uninterruptible power supply (UPS) for lowering and automatic gate operation (if equipped) in the event of a power failure. 1 - C L EA R A I V C E 5. Automatic homing to (specify) floor. 8 6. Surface mounted telephone inside car. 7. Car Gate(s): Accordion folding gate with safety switch (specify color:) champagne, chalk, white, light oak, dark oak, or clear panels. i 8. Hoistway Door Interlocks: (specify:) Electromechanical interlocks or G.A.L. interlocks with retiring cam if necessary. j 9. Upper and lower terminal limits. 10. Final limits (2 upper and 1 lower). 11.Slack chain safety. 12. Drive circuit disconnect box (with auxiliary contacts) at controller. _ 13. Light circuit disconnect box at controller. 14. Battery rybackup emergency light and alarm. 15. (specify option:) Recessed telephone cabinet. 0 4 I; 16. (specify option:) Automatic gate operator(s) with light beam safety curtain. 17. (specify option:) Counterweight safety device. 18. (specify option.) Buffer springs (requires 12" pit). 0 I1 I '; ( I t� (Y) -------------------- 1.04 QUALITY ASSURANCE �- ! �- t!) °,II A. Manufacturer: Provide elevator manufactured by a firm with a minimum of 10 years experience in fabrication of elevators equivalent to r ; j O those specified. B. All designs, clearances, workmanship and material, unless specifically accepted, shall be in accordance with all codes having legal jurisdiction. � l � i � �1� i C. All load ratings and safety factors shall meet or exceed those specified by all governing agencies with jurisdiction and shall be certified by I ` _1004 00 a professional engineer. Ln D. Elevator shall be subject to applicable state, local and city approval prior to installation and subject to inspection after installation. Ln Determination of and adherence to these regulations is the responsibility of the elevator contractor. CN I' o E. Welders certified in accordance with requirements of AWS D1.1 shall perform all welding of all parts. F. Substitutions: No substitutions permitted. i 1.05 WARRANTY i +---�---A. Warranty: Manufacturer shall warrant component parts of the Lev@ home elevator for a period of two years after installation. 1.06 MAINTENANCE 1 19 A.The Lev@ home elevator must be maintained in accordance with manufacturer's instructions. , � - CLEARANCE ALLSTATION I iGJTED 4 BUTTON PART 2 PRODUCT CALL B U TT ON A I� y V D �"n . ( . / 2.01 MANUFACTURER A. Provide the Lev@ home elevator manufactured by ThyssenKrupp Access. ( PREFERRED LOCATION FOR USE - 41 ACCORDION GATE 1 s�- 1. Contact: 4001 E. 138th Street, Grandview, MO; Telephone: 800-925-3100; Fax: 816-763-4467; Email: archassist@accessind.com; 2 Web site: <httpJ/www.accessind.com/> WITH SUPPLIED HARDWARE 2.02 MATERIAL `^ A. Guide Rail: Dual 61/4 lbs. modular machined steel T-rail system. 3 3 - 0 9 a U Vf 1 D E B. Chain: Two #60 roller chains. C. Sling: 1/4" and 12 ga. structural and formed steel plates. DOOR M i N D. Platform Floor: Unfinished plywood with removable insert for 3/4" flooring. 2.03 FINISHES H 0 I S T V V AY DOOR A. Components shall be prepared with 1)alkaiine detergent wash, 2)clear water rinse, 3)iron phosphate coating, 4)clear water rinse and finished with electrostatically applied and baked thermostatic powder coat finish for indoor or outdoor use. Standard color is ivory. 2.04 ELECTRICAL SYSTEMS A. The electrical contractors shall provide: 1. 208/256 VAC, 20 amp, 60 Hz, single phase power source with neutral and ground (4 wires) in the controller area 2. 115 VAC, single phase, 20 amp, 60 Hz power circuit in the controller area for the car lights. 3. Telephone circuit in the controller area. PART 3 EXECUTION 3.01 ACCEPTABLE INSTALLERS A. Installers shall be experienced in performing work of this section who have specialized in work comparable to that required for this project. B. installers shall be certified and trained by the manufacturer. 3.02 EXAMINATION A. Use field dimensions and approved manufacturer's shop drawings to examine substrates, supports and other conditions under which this work is to be performed. Do not proceed with work until unsatisfactory conditions are corrected. 3.03 INSTALLATION A. The Lev@ home elevator shall be installed in accordance with manufacturer's instructions and as specified and approved by architect. B. Hoistway doors shall be installed by others. 3.04 DEMONSTRATION A. The elevator contractor shall make a final check of the elevator's operation with the Owner or Owner's representative present prior to turning the elevator over for use. The elevator contractor shall determine that operating and safety devices are functioning properly. END OF SECTION Notes:Intent of specification is to broadly outline equipment required but does not cover details of design and construction. Dimensions and specifications are subject to constant change and continually evolving codes and product applications. For additional technical information, contact ThyssenKrupp Access at (800) 925-3100 or www.accessind.com. (1)s5 4'-0" O.C. IN FULLY GROUTED CELL (25' DOUEL LAP MX) —SEE STUCCO WEEP PT 2x8 PLATE 8' PT 2x PLATE W/ EXT. SHWR WALL NOT SCREED DETAIL THIS SHEET '/2'XIO' ANCHOR FRAME WALL '1/2'X121' ANCHOR (1)04 ROD CONT ° BOLTS AT 32' OG ON GONG CURB BEYOND BOLTS A7 32' OC —REQ 'R Y At (4) W/3'x3'x'1/e' PL WSHRS W/ 3"x3'x'1/8' PL WSHRS BLK COURSES and ABV a ° c a z 3/4' RECESS AT GARAGE DOOR iv GRADE EXP JNT MTRL '« GRADE(1)05 ROD CONT ° p D` (1)04 ROD VERT4 v a 1/p At 48' OC W/MIN N NOTE - , d GRADE ;t y p V HOOK INTO FTG o GRADE (1)s5 ROD CONT , I 4 12' HOOK INTO SLAB o � SINGLE COAL PLASTER ° REQ ONLY A7 (4) a VENEER W/SAND FINISH SLK COURSES and A5V CONC ° I s• �: v Jn a iv (1)s4 ROD VERT DRIVE a� c4 c z p AT 48' OC W/MIN (1)"5 CONT — 8' Ci) ' HOOK INTO FTG I (3)05's CONT. (25' LAP MIN) 6' 4 ROD VERT s (1)s5 DONT c c � 4 12" HOOK INTO SLAB I_ 8, `I LINE OF FTC —�— 1 � AT 48" OC W/MIN LINE OF FTG �I 6 X 12'OHOOK INTO SLAB ° BEYOND L V-0- 'D (2)S's CONT NOTE ADD (1)45 ROD AT 20' TWO STORY CONDITIONS T M-l�> ._l� _. �"C° 3/�•" _ 1 1 -011 _ I _ ►I _ --�� DC 3/4 II = � I _�►' ��'��-�J�� -3/�'' 1'-�" _ /-\5L,45 FFDGF7 3./4 II _ � 1 -011 C 6TEi�1-UJALL FTG 3/4 11 -6011 �ARA�E DOOR CMU FOOTING � —SHOWER RECESS(EXTERIOR WALL) tYPICAL 10 FT PLATE and ABV/ TWO STORY PT 2x PLATE W/ bls*XlV* ANCHOR (1)45 ROD CONT BOLTS At 32' OC W/3'x3'xl1/a' PL WSWRS iz'xl' WEDCsE SILL 11/2'xl" WEDGE SILL ANCHOR PL2WSHRS W/13'x3'Rxvo"TPL'WSHRS "5 DOWEL ROD AT 48' OG OR DRILLED IN INSERT W/ �2'mx12 BOLTS X p AT 48' OG m a d I I I Q D ° GRADE ° o °"d 4 a a ° a.°. V Q ° `t NOTE .. ° p' -- 12 MIN Q °� ROOF 4 FLOOR TRUSS ENGINEERING WAS NOT 05TAINA5LE AT THE COMPLETION OF THESE CONSTRUCTION DRAWINGS. D (3)s5's CONT. 6" (v� ROD PERT CONFIRM INTERIOR ROOF 4 FLOOR TRUSS BEARING UJITI-�! LINE OF FTG-- AT 48' OC W/MIN , (2)"53's CONT. 6' HOOK INTO FTG THE SPECIFIC ROOF 4 FLOOR TRUSS ENGINEERING SPECS. 6' 10' I -- I E 12' HOOK INTO SLAB CREATED SPECIFICALLY FOR THIS PROJECT. L- - - - J ANT 5RG FTG 3/411 = V -011 Is TEM-WALL FTG 3/411 = 11 -011 F I 5RG FTG III = 3/4' -0" 5LA5 RECESS 3/411 = 1 1 _ 011 INTERIOR STEP DOWN(LOAD BEARING) GARAGE (EXTERIOR WALL) TWO STORY � SHOWER RECESS(NTERIOR) 40, 101-10° -I4'-2" 22'-8' J S1 SIM. — — — — — - — — — — - - — — — — — — — — — — — —GENERAL FOUNDATION NOTES: � z -1'->0° � — — — — — 1- I_ 4 FOUNDATION SURVEY SHALL BE I = w 1 (MIN) I PERFORMED AND A COPY OF THE �c0 0- SIM Sl I S1 SIM. - SURVEY SHALL BE ON THE SITE FOR I— — — — NUT �KITC�HEN DESICsN� ( TOP � GAGE � ii i S THE BUILDING INSPECTOR'S USE i �r - - - - - - - 1 I _- - _ PRoVIpE ELEG COND- BI Y OTHERaw VERIFY 1 ( - WALL SI-TALL MATCH I I PRIOR TO FRAMING INSPECTION OR BELOW SLAB TO PLUMBING 4 ELEC j ( HOUSE FF ELEV. l0'-0') iii NM ALL PROPERTY MARKERS SHALL BE 0'-(-)6" ( C�1 I I — — `1 I !BLAND AS REQ. ROUGH-IN LOG. EXPOSER AND A STRING STRETCHED _' (MIN) I I FROM MARKER TO MARKER TO I I "l I I v --_ r______________ w I n VERIFY REQUIRED SETBACKS —J ( I I I c� 0'-Q�" i �i i ( � ( III i I 111 Q U N I I 1 2. FIELD VERFY: l- - - I ( I - I �' i Ili ISLAND , q U 1= I I 1 HOSE BIBB LOCATIONS I �1 I I I I ri 'C w H I II I 1 1 +� If i EXTERIOR SHOWER LOCATION(S) I , �L - - - - _... _ J - , I , , I � -1 -0 � � CL it I ELEVATOR REQ. I _6 Si — -" f-L-� -- � I ( (MIN) Q ,3 w c� COURTYARD FOUNTAIN REQ. d I ( I I I — i I C I O -1 u- B 8 _-- , - _ PLUMS. t ELECTRICAL REQ. AT KITCHEN I x'_10" 6'-4 1/2' 4'-8 lit" A 5'-5" ii'-6" -------'-------- - 51 I � u 3 ` FUTURE FOOL REQ. � I i I I � ® m I I NOTE: 1/8o SLP Z ii I L - - L- VERIFY ELEVATOR PIT DEPTH ,� I PER FT. (] I (� E II 1 PER ELEVATOR MANUFACTURER Si I ( (MIN) Q O O w Sl REQUIREMENTS. (SEE SHEET Al) 4'-8 1/2" I ._t O \ I -1 Q iii SIM. S I F — — - - _ _ 5 I/2" I i n i 11/ I � z - II1 LL I I I1 1 I it I N p I ( G p SIM. 11 it 10'-h' 10'-6" I I I S1 u0 Q —FLR. REGEPT. N07 111 ( I e ILOC. T.S.D.) THICKEN SLAB PER — — — — — ENGINEER'S SPECS. - - - - - - - - - - - - - - - - I � FP LOCATION. A I A — SI 01_0 A I I -1'-0T- TYP- SI I II (MIN) cq � — I (MIN) I �- — � I AL fGN' ' A % -----------------------------IGN' I -� — 1 IP 1. S LP -1"-0° ER ) _ I (MIN) - i 0 (MIN) Sl I { 6' 0" ) 6'-G�° �0 161-10" 2'-2' 51-2" 5'-0" `Q 10'-0' 3'-S° 12 " 4"+ 3`-0' - ofor �4 �9 2'-10" 1 2 F-L r i L_ — J - - - — — - - - �— I I SIM. % - - - --____--ALIGN - - - I % Q F FLR. REGEPT. I I NOTE: I I F -1 (LOC. T.B.D.) SEE FLR PLAN FOR COL. LOC. i 5'-0° I I Si SIM. s G SIM. AND THICKENED SLAB AS REQ. b I I 51 BY ENGINEER oa I I I01-04 g , (MIN) I I I (MIN) I G I c) B ( U U ii IL w 1 0 w cn i I 71) _ i .. 4 SiM. SI I I $1 (MIN) d 11- iii 0 T— LLJ 0u- -j0 I I oOd1i eo I I NOT 11! I I z z w D ! ' SLP u- w D Iii e l I 0'-(-J6" I I S1M S - w z n N THICKEN SLAB PER I z z Sl PER FT. O 1L iii ENGINEER'S SPECS. I I I 1t1 (MIN) I ( I < I (MIN) z (�/ E I �' FP LOCATION. —a U I I I I I = I N O TOP OF GARAGE CMU Q � a UJ Si ii i � `� I "�° ► I I HOUSE FF ELEV. (WALL SHALL A0C0') o Q 1/ 1 �- — — — l I - - - - - - - - UL (D51m. (3,4 �- SIM. EXTERIOR ^ Sl SHOWER AND CONTROLS 20'-8' (0'-0" 25'-4" -f'-4" 22'-S' 4'-0" 85'_0° ELECTRICAL 6*rM5CL6 ELECTfRICAL NOTES : Q ria. I10 OUTLET W/ GROUND FAULT 1. ALL WOR1G SHALL BE IN CONFORMANCE WITH THE `M TY CABLE OUTLET INTERRUPTER NATIONAL ELECTRIC CODE. (CURRENT EDITION) TY t3) 3 STD -¢- CEILING LIGHT $ 5WITCH 2. LOCATE ALL ROUGH-IN BOXES SUCH THAT WHEN DEVICE COVER PLATES ARE IN6TALLED THEY WILL CLEAR ALL TRIM BY i INCH. (MIN.) REG. EYEBALL LT. $p DIMMER SWITCH 3. PROVIDE DIMMER SNITCHES FOR ALL CHANDELIER REG. CAN LT. $s THREE-WAY SWITCH , RECESSED LIGHT FIXTURES AS SHOWN ON DRAWINGS. ,® WALL MOUNT LT. $4 FOUR-WAY SWITCH 4. PRE-WIRE FOR TELEPHONE 4 T.V. / TERMINATING AT BACKBOARD LOCATED IN GARAGE, DBL.FLOOD LT. 110 OUTLET FOR EGURI S`I'STEM FAN/LT. COMBO 220 OUTLET dxE H-FAN SPLIT REcEPT. ro. ALL LIGHT FIXTURES SHALL BE LAMPED BY ELECTRICAL SUBCONTRACTORS. o pISPOSAL wp. WEATHER PROOF OUTLET I. ALL PANELS SHALL HAVE TYPED INDEXES IDENTIFYING GARAGE DOOR OPNR ALL C I RCU I T6. FLOOR OUTLET GLC. LT. W/ BRAGE 8- PROVIDE ADDITIONAL SERVICE 4 SPARE ELECTRICAL PREWIRE FOR FAN CAPACITY FOR 6PA 4 6W IMM ING POOL. ® 5EGUR(TY PAD 9. UNLE56 5PEGIFICALL,r' RIOTED OTHERWISE, ALL DUPLEX RECEPTACLES SI-TALL BE MOUNTED AT +18"AFF, SWITCHES AT +48" AFF AND +1" (MIN.) ABOVE COUNTED'. SPLASH U.N.O_ AT COUNTERS. N 19 WP I I WP tbujF, —� PROVIDE- — - - .t ELECTRICALj I FAN / LT I CaFI GF( 5m IRR SERVICE AS REQ. j I I I- - - - - - I - - - - - - - - - FOR FUTURE POOL I _ I j 00, I CEILINGS — , . • NO !U I II I !�� SEE ELEV.{�u I WP I SUSPENDED KITCHEN DESIGN j ID I I ST OTHERS. VERIFY I I SPECS FOR PWMBtNG < ELEc, , I I I / j� ELCTRICAL i I ( ' ROUGH-iN REQ. (Al) j BRACE 4 PRE-WIRE iI j FAN LT j 3 RECEPT.© i LOC. T B.D. i ( WPB —--t I .< I i � BRAGS 4 PRE-WIRE ' AHU FAN / LT uJH i IL I I i WP WP CEILING SUSPENDED I Ll si711IT E: 1'10,,E: A 1,7(D E: -J - - - - - I WP � �' L J L J L J __ L J Lo - - - - NOTED �.I O f I i y O - - - - - - - SUM"KIT. DESIGN 1 I L r ! aY OTHERS.VERIFY FLR. i I PL.UM51W-, 4 ELEC. LLRECEPT.� I CFI C*FI LOC. T.B.D. I I I I ! _ j ijJ I 1 r \ ILL ' I r�11� \ BRACE 4 PRE-WIRE ! r" NOTE111 f I III O �i I j ---- FAIN l LT — ! h PROVIDE AND INSTALL i I i I I I ELECTRICAL SERVICE FOR I I j GD cf FOUNTAIN AND FLOODS PER � 5UILDER'6 6PECIFIGATION6. TYJ — — -- --- - - -- --A- -1101 _ `r PROVIDE ELECTRICAL FIELD VERIFY SERVICE FOR CABLE LOC. AND PIZZA OVEN HEIGHT AS REQUIRED ! i ! I ! I i ! i I I I i ELECTRICAL - 5 Q PHONE Gra. 110 OUTLET W/ I � GROUND FAULT I i `"48LE TV CABLE OUTLET INTERRUPTER F _. -- t3J 3 5TD } CEILING LIGHT $ SWITCH f I / I REG. EYEBALL LT. $p DIMMER SWITCHVV \ / REG. CAN LT. $s THREE-WAY SWITCH ! WP o ' PHONE \ i I WALL MOUNT LT. $a T=OUR—WAY SWITCH j I DBL.FLOOD LT. 110 OUTLET FAN/LT. COMBO 220 OUTLET / BRACE E PRE—WIRE \\ I O / FAN LT \ Q XEXE H.FAN 5PL IT RECEPT. O DISPOSAL ' WEATHER PROOF OUTLET — -- (-- GARAGE DOOR OPNfZ j I 0 FLOOR OUTLET CLG. LT. W/ BRACE t 1 REWIRE FOR FAN ® SECURITYASD i I 3rd LVL ELECTfRICAL PLAN 1/411 - 11 - 011 1 i _I LCTR I CAL N OTE 5: - - ALL WORK SHALL SE IN CONFORMANCE WITH THE =� � - 3 \ i RECPr. IN —1 LOG. I NATIONAL ELECTRIC CODE. (CURRENT EDITION) !, I ! ' � / FIELD VERIFY BACKSPLASH CABLE LOG. AND �, II \ NOTE / HEIGHT p ! I INTEGRATE ROPE I LOCATE ALL ROUGH-IN �30XES SUCH THAT WHEN \ ' :I i i i i i � \\ ,/ i � BRACE aPRE-WfRE GEILI _ 4 LIGHTING INTO DEVICE COVER PLATES ARE INSTALLED THEY \ / FAN / LT i \/ % \ SUSPEN ED ICsF1 ^£ ! SD I \ BUILT-INS PER UJILL CLEAR ALL TRIM SY 1 INCH. (MIN.) i� PROVIDE DIMMER SWITCHES FOR ALL CI-IANDELfER (� // ( \\ SPECIFICATIONS : & RECE55ED LIGH'7 FIXTURES 45 SHOWN ON DRAWINGS. � � j I / 10 I a I ( CEILING ;I i CxF1 ,, e I SUSPENDED U PRE-WIRE FOR TELEPHONE 4 T.Y. / TERMINATING AT FV RECPT. LOC. // <. PE , SACKSOARD LOCATED IN GARAGE. FOR ELEC. MOTOR LOC. TB.D. i INSTALL FLOR. if- �- - - - - - - -1, WH \ , \ w �—a pli I IL1 ABV. DOOR tYU SD - - - - - I I IN CLOSET PRE-WIRE FOR SECURITY 5Y5TEM. um I / \\ LL m — — — I - I F\\ / \ 1 / ELECTRICAL I I I X ALL LIGHT FIXTU ES SHALL SELAMPED SY I I 1 5USCONTRACTOR5. LOC. RECPT. IN i — — BACKSPLASH I / LLIP ALL PANELS SHALL HAVE T`I'DED INDEXES IDENTIFYING-: ALL CIRCUITS. BRACE d PRE-WI I I — FAN ! LT PROVIDE ADDITIONAL SERVICE 4 SPARE ELECTRICAL CAPACITY FOR SPA 4 SWIMMING P00L. GF(I _ ! � a it BRACE � PRE—WIRE I — — FAN / LT w @ } iI _ UNLE55 SPECIFICALLY NOTED OTHERW15E, ALL DUPLEX , , SDO, RECEPTACLE5 SHALL BE MOUNTED AT +18"AFF, SWITCHES AT I 1 k I Loc. RECPr. IN . BACKSPLASH +48" AFF AND +1" (MIN.) ABOVE COUNTER 5PLA5H U.N.O. AT AHu l�� i C. COUNTERS. I .a ;� _ I \ i ! 1 I o - - _ o - - - - - _ _ - - - - _ F, - _ _ ^ _ - FAN / LT , - - - - — - - - - I / \ II Ll \J j ' FAN / LT II CEILING SUSPENDED \ A / b 77771 U \\ / WP Q GFI FIELD VERF�Y // ' \ WH f — --- — I GABLE LOC. � HEIGHT ABV. FP I r I BRACE d PRE-WIRE I it BRACE d PRE-WIRE FAN / LT ! j' H FAN / LTtu it Nfi Ev I Ill 11 _ „ - R'` 111 ii 1 ,� s , { 11 III I I' r I I r :� I, 11 I II I.!,il f1 I , 0 { } 1 , ( d ql II Ill I I' it is C,_-, . i 1! �. I I , II hall .I, I C, } 7I , ' P 7 1 g ! 1 11 1 F I III''.. I m � i �:g[ 1 . 1'a f l t y I,� ; 1 t . f d , 'ill i! ! i1 ' I} I&1 i } I I,, I! ' d Ila 3 �, 1 ��'. ,� 1 E '� €I ' 1 III tb, 11 11 mm I lrl � I111.. Ia -f , i [ h I •II I f`: , l ' iti • 1, I �r1„ e1 '1 I ,I.. I5 k z I I'' ?'. r y1 Lou Pontlgo and r. li" I , �, ", fl 1, a i �� ; I3 , .} ASSOCIC1teS , Inc . "i ,Ip,rd � i 111 I11 ,f J;; 1. , , r 1s hI,i �I I�I'}E �% j t ° 1,,. 1'1'.rj 3' i I I,, .I iij i � � Ilii�l!¢ I ,.i �1 `1'�496 Osceola Avenue I1, � ; I Ii1I�E s 11r ' II , �t?1 ;'s I„ ax. Beach, Florida 3225 I r I'= I I ' I ;lu,,t t l I, +� 8s Ph. 242-0908 Fox. .r ,I' 'i � I';li4i'' 'I � i1 if I 241-95571 rs4 ; 1111 j ' I�If,�i (11 I s , ,�'II" 10'10" 74'2" I � I r 6"9"8 -16'4" L: CA # 8344 SC: CA I� !; ` I i 9 ' 1'I , 'I ' 1 �1I' n CONTACT US C.'ON&WI'S d i i " i 1�1 I t t,1, ` 1 1 , R 11% COMMIE -A.COM I#' ,I �I C ;I}i k j , I I� Ill " u, , It , } {il f, lf�li,.i 16" DEEP JOISTS -24!1 SPACING i a 'p�F s' F9 N LUIS A P0NT160 PE z , $ I 11 :-- m BM8 PLY r 7: � . -�-- STAIRS ' 1 2007 Y . - 1,4" 71 p HANGERS ON JOB ARE AS FOLLOWS 13311 }, - UNLESS NOTED OTHERWISE �' + d II I ` I 11' ., rnca I F3 m �, to ELEV. v 0 APPLICATION PART# APPROVAL# I[ I 1 'I I I I r II VALID ONLY WHEN , +� 'N' `t " SIGNATURE IS IN KL E HNC P' + ,'+ �' � I� BM4 Z 41-PLY TRUSS HUS26 FL474.192 AND RAISED SEAL yr Y W 76 FLOOR JOIST MIT316 FL474.334 I`t 'p ;, ! , 1 I I i' 9 BM7 3 PLY I I I i, 9 2-PLY BEAM HGUS414 FL474.140 REVISIONS DATE I " 1 13 ! I ' 'I � b ,, ., s :, I + ! I ' III 1DI 1 3-PLY BEAM HGUS5.514 FL474.140 j ( "i ; i I 1 I } 1To" 7. �'' �; , t1 i I VIII .- , 1 11 I I I � Jd. .mc- {dl11 ,jL IL .� 1� , p i I j ,', n F11 m ALL BEAMS ARE BOISE CASCADE VERSPrLAM SP I: i ? , ;Y I.1 I h' El` / I ,�l m III r, + ! , � 11 ,--L , � I �k- �k- p° APPROVAL# 1644.1 ` 11 �y I BM2 BM-1 2-1.75"X 16"LVL 2T I E j °a i j" �I - - » 1 1aF '�,' �,. I BM 221.7 5 X 16 LVL 13 s' FIELD ALTERATION II °' BM-3 2-1.75"X 16"LVL 6' I � F2 o BM-4 2-1.75"X 16"LVL 18' , ! I 0 i I CONTRACTOR SHALL ODNTACT LOU { � ,fr ( 11 1 6, I � c F13 BM-5 3-1.75"X 16"LVL 19' KMAKKM ANY STR ASSOCIATES PRIOR � F � I p MODIFICATIONS WHICH MAY VARY } I BM-6 2-1.75"X 16"LVL 14' IoM THE INTENT OF THE ORIGINAL 1 ! 1 I ! _I , ;{ II 3 BRIG,COLUMN >+ f I &I I �' _- FELD ALTERNATIONS MADE PRIOR TO I I I , ({pI BM-7 3-1.75"X 16"LVL 241 CONSTRUCTION DOCUMENTS.ANY 1 I I , ii, 'S m F12 � BM-8 3-1.75"X 16"LVL 24' BEING APPROVED BY LOU PONT=Ik �' I l � � I; ,. ;11N Vr ; . / rC3 BM-9 2-1.75"X 16"LVLT assocwTEs MAY RESULT IN { q !' i C j z 11 m Jbq 'I ,[ - - » " ' INSPECTION FEES. l ,, I, BMA 2 1.75 X 16 LVL 6 ADDITIONAL ENanERr�OR I � 11 BM-11 2-1.75"X 16"LVL 9' t I ;. s I 3. :I �I1 i rI `1 f l Iry 1ill I I BM-12 2-1.75 X 16 LVL 3 ' 'I ' ' � l III m BM-13 2-1.75"X 16"LVL 18' h ;�` f I I ,I ^ t '� (fl w » 1 " l 11 , �pd.11 T11 N co f # ) I I1 BM-14 2-1.75 X 16 LVL 8 I BM-16 2-1.75»X 16 LVL 61 ,f s I 1 I' It ; ,n mX. BM-15 2-1.75 X 16"LVL.12 1 I 111' ,tf 11 m BM-17 2-1.75"X 16" .VL 13' 1}",{ E {� 1 `1 11 .II �' r zr � v L 0 r, I � I � P I l, II I W ie ;i I. i �1. CL , a{ { I I I I' f � o i' 1, , j-(O . Za_L / 2 � �1 � ' �I I i I +I , 0. � ::I!, V,,I ii f{ of i t I j a I V ' I` I i, 11� � ; � i� I L , gk 9 �'i t I,@p@p d' / / __� � f / , / v0 � P i I i �' F1 n ao ,1 ! , 0 U. U. 'I , , 5 m U. r L'Uj i ,[11 � 1 !I �' II N P2o LU � 11 ! I I II,,� I 1 �' I LL $t I LL 8M16 , 0r f r !. s , CJ25 l � �I'hI, d + yyyl �F � II I y ; .a, CJ27 �� ! �, �r - _ may„= i I"1 I l s i 1 L'll V CJ28 -o. I '- ,I 1. I _�11 -i- CJ6 771�, 77 �/�� _L I �. "I I I �, �, � , � 0 r) Uj . 1 ii v N CJ28 ,(; r f. a U Iii 1 1' r } 5'4" III l� ' 1 { ti✓ �-- % 0� �I ', I�I:, �, I 0 i I : '.1 I I , 20'8" V 6'G' --21' 5'2" U 2Z8" P,1 la l a `� 3 1 1 1 I^ I1. � I > z , 82' q 1i ! ,i9 , � F �t 1}! ��I i I i I 0 : �� l ; X :1 ii � I �: �` � - L" 11 1. ' h)11: 1 �'II (- WALL HEIGHT 10-1 1/2 Q .J `r, tY' P r, k 1 ) , f P r a ,1 2 i, ' I 11 C'" i) ' ,1 . z O 1 p !i til r , 11 } I t �.,,: utptp G `.. 1 �� l�r ,S�, 1 1 - 11 I �j, yiy i t I id t,l YS 6 i! It ") I� SSI 4� J1. Ih ( 1' I +1 i' j PLACEMENT LA N. Uj I FIRST FLOOR TRUSSP ; 11 U I, 1 + I. SCALE: N.T.S. 11 r 11 jl � i i 1 I1 �1 11 iOI)i i�gIaI11 ��' , h , ,I 4 1 1Lif ill� ,� ;� II I } I� .I r 1 SHEET INDEX ,,i I J I' I II I Illtil � I '-11" � ' ",{:i 111 11..I,.L,!:It I£I `sii I'. 50.0 IST TRUSS PLACEMENT PLAN I' 11 1� iil,,i ' I ;q � rl 1 SOA 2ND & TOWER TRUSS PLAN �, s1 } ��, � j , i �1�1 l% : 1 1;, S1.0 FOUNDATION PLAN j I' t Ip la} 1yl �I' ' 11� I FIRST FLOOR FRAMING AND 1 }I, > 6 1; L Sl.l SHEAR PLANS I t t , I�$1, i11 '�� ' 1 S1.2 SECOND& TOWER FLOOR g FRAMING AND SHEAR PLANS i"1 ' ,ii { II " 1 Pi - WIND DESIGN CRITERIA AND S2.0 GENERAL SPECS. , MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. ii, 2x4 BLOCKING 4-0.131x3" TOE NAILS (2 EA. SIDE) j+1, g a i�� ', i', SINGLE BRACING NOTES AND SPECIFICATIONS PROVIDE BLOCKING FOR H3 ® EA. OUTLOOKER H3 ® EA. 2x4 ouTLooKER NOTE COMPONENTS AND CLADDING: 52,1 STD. FRAMING DETAILS j k I (I ! TRUSS BRACING 1. PROVIDE PERMANENT BRACING WHERE ROOF DECK ® RIDGE. X-BRACE SPACING SCHEMATIC " _______ TO TRUSS. 2x4 SYP 2 OUTLOOKERS OUTLOOKERF AT 24 O.C. - I> Ir i , 1 NOTED ON TRUSS MFR. SHOP DRAWINGS. #�\ r . PLACE GABLE END TRUSS BASIC WIND SPEED ASCE 7-02 - 130 MPH I ; ALL BRACING LUMBER SHOWN, EXCEPT ( ) ® 24" O.C. NOTE A TO THE INT. FACE OF ( ) S2.2 s1u. CMU FRAMING DETAILS ;I 4-0.131x3 TOE NAILS TYP. IMPORTANCE FACTOR-------- -- -- 1.00 + I BALLOON FRAMED WALL i t r C 1 ROOF MEAN ROOF HEIGHT-------------- 15.0 FT # STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP -------_--- 7 12 1 i, ' i N N . a FOR T-BRACE SHALL BE 1x4 SYP 3 OR I t (1)DIAGONAL BRACE PER (4) d BETTER OR 2x4 SPF#2 OR BETTER. (LION) i i t i i PAN A AND BOTTOM CHORDS TO ROOF PITCH ------ -- / 4 _ s! I PROVIDE 2x4 SYP 2 UPRIGHT FRAMING L Q$ TRUSSES APPLIED TO BACKSIDE # FRAMED WALL FROM TOP TO BOT. CHORD OF SCHEDULE. - BALLOON F E BUILDING CATEGORY-___ _______- u DO NOT AWING DIMENSIONS FROM ! a . I OF WEB. ONLY WHEN PERMANENT THERE DRAWINGS.IF A DIMENAION IS t r' 1, ( 1°I ) STUDS w/ 2-0.131X3" LINC[EARREFS¢TOTHE ! +. . 2. BRACING LUMBER SHALL INTERSECT 5 12d TOE EXPOSURE CATEGORY- - C LI I LATERAL BRACING IS SPECIFIED AND THE WEB OF THE BRACED TRUSS, PER I TRUSS ® EA. X-BRACE NAILS EACH AT A. STUD. ---- ARCHITECTURAL DRAWINGS OR % Lou Pont Associat 496 Osceol ax. Beach, F Ph. 242-05 ♦ ® 241-� L: CA # 83, CONTACT USW F Y COMNAE S"A PON Ft Pt "v LID OI,I 86,4, SIG JRE IS ANb RAISI 81 4'2' 15'10, 42, 16'4' ti N 4'10'8 �� REVISIONS v r' r o N U U W U N N r� o ,2,�1�C 120 C J120 U v _ U - U r C IMN b ca o W 121CD `" 91 'K � r �D In A J 1 U Y 00 00 00 °' 11 CJ121 �, CJ108 ¢ v v 00 ¢ CJ 20 E 1 9 M o ¢ ¢ ¢ ¢ o o in CD ch 7' In Cn m m ¢ A39 ¢ W w CJ114 :o FIELD AL-11 c 03 /12 C' ¢ ¢ ¢ A N N -I E 'w ¢ d CONTRACTOR SHAL EJ99 N ¢ ¢ Oli J B56 ALL BEAMS ARE BOISE CASCADE VERSA-LAM SP PONTIGO a ASSOC 0 1 1 � �,¢ 19 CJ121 `''W �> B55 APPROVAL # 1644.1 MOnOD ICATaOnS� HANGERS ON JOB ARE AS FOLLOWS FROM THEINTENT C NPPROVED En N r TION DC D70 2PLY W M B54 BM-18 2-1.75' X 16' LVL 24' UNLESS NOTED OTHERWISE CONSTRs ALTERNATION! (U U D69 >¢ B53 BM-19 3-1.75 X 16 LVL 19 ADDrr ►ALL Era > BM-20 2-1.75 X 16 LVL 16 APPLICATION PART # APPROVAL # INSPECTIC D68 � BM-21 2-1.75' X 16' LVL 16' 19 1-PLY TRUSS HUS26 FL474,192 (U B52 BM-22 2-1.75' X 12' LVL 5' 2 2-PLY TRUSS HGUS282 FL474.139 D67 3/12 16 FLOOR JOIST MIT316 FL474.334 M Y\ VAULT S1 � 4 2-PLY BEAM HGUS414 FL474.140 B50 BRG CJ 16 y N N RAISED HEEL COLUMN B57 0 T `4 vr� vl� i =� �� N (,) Ll i� CJ 20 r I i U U �u ao B 1 2 PLY w TF/ -� -� U U D59 0 �- PTA ni °' CJ120 21 m U zo U 00 CJ114 CJ123 C3 \0, Do r- � v 16 DE P DI TS — 4A' PACING °� 0 0 G to G CJ122 (SLI M N D58 DROP SOFFIT 4'4' �, :� CU � :o N ° IN BEDROOM w 62 46 0 2 PLY BM ° i j� � > CHI NEY CJ122 D61 2 PLY CJ114 J123 W It w; D62 - 21 1 WALL HEIGHTS D63 BM19 3 PLY N a /Y 20'-7 3/8' E71 CJ120 �_ �. y .111? 3/12 I ERTED 23'-7 3/8' E72 3/ CJ114 20'4'D64 U -' 6 9` Vi D65 VA T INVERTE EJ103 a 29'4' > 31'-1 1/4' E73 2 PLY VAULTao CJ114 o � D 2 P Y tiIN CJ110 CJ112 11 CJ120 CJ110 J109 J118 CJ115 C J115 " m In m o '0 J 116 a yvr w I j L j �-', CJ121 CJ120 �9 CJ121 U J120 d ,Z1 m o y ti cv CU `ircJ ��rL'1 a In o N w -' r�6 U U U U U U U U U 20'8• 6' U 27,6, y2• 1T4' 514# V 26'8` O TOWER ROOF 'TRUSS PLACEMENT PLAN. SCALE: N.T.S. SHEETI SO.0 1ST TRUSS I SO., 2ND & TOM S1.0 FOUNDATION ROOF 'TRUSS PLACEMENT PLAN. 51.1 FIRST SHEAR PLLOAh S, SECOND & ' ,2 SCALE: N.T.S. FRAMING AN S2.0 GENERAL SF S2.1 STD. FRAMIN S2.2 STD. CMU F DO NOT SCALE D4 THESE DRAWINGS.II UNCLEAR REP ARCHITECTURAL CONTACTI PLAN 18 OCEA1 DESIGN/DRAY AOB JE DA SCI AS N JOB 71E 4 r SHE SHEET 9 S1.0 CURB Oslo) S1.0 L o u P a n t ig c Associates, S1.0 496 Osceola A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --) ax. Beach, Florid - - ' =- - - - - - - - -- - - - - - - - - - - - - Ph. 242-0908 I -, � -, � » i ----- -•---- ------ I. -- _� ( 1 241-9551 -11 � V-O CONTACT LIS 8344 a RB COM d3.0N10 �, M 46 LUIS A PONTI SEE x i I I I SIMPSON PA51 STRAP' ANCHOR SAWCUT, - r S1.0 " I F3.0 `c S1.0 t� DETAIL 7/S1.0. I -' 4 CONCRETE SL Bllw/ EMBEDDED IN WALL FTG. EA. OF 0CT 1 FIBERMESH @ 1.5 L S/CU.YD. I GARAGE WING WALL SEE 8/S2.0. TYP. i I -5 OF CONCRETE OR 6x6 W1.4x\V1.4 i I U P-1 ts� - -"� WWF ON 6MIL 6B F2.5 IN PREPARED GR I S1.0 - � 11 1.0 - - - - - - - 51.0 - 1I I I I I I SAWCUT, SEE CURB SIGNATURE SIN 13 D TAIL 7/S1.0. I AICD RAISED S bo S1.o s1.o x M 00 - - - - - - - -- - I : I I I 48 PIT DIMENSIONS AS REVISKLS I- - - - ------ - ---_ -- REQUIRED BY ELEVATOR _ _ I i S1.0 MANUFACTURER II ( ( I! f � Ii ( I S1.0 00 �,' F3.0 I I �I I I I Q t r Ili SAWCUT, SEE i - 1 2x6 ELEVATOR .. ( I I Ili r DETAIL 7/S1.0.� S1.0 I I I I - - - - - - - - I S1.0 SHAFT WALL. 2 -0 x4 -0 12 DEEP I I I I I I' I - - - CURB 2-#4 CONT. AROUND MONOLITHIC LAB FTG. I I " _ - ( � I - fi , P ER I M E TER. ' + FIELD ALTERA 1 wj3-#5 E.W. BOT. : F5.0 \� I CONTRACTOR SHALL CON' 1- I - -- - -- #3 Z DOWELS PONTIGo8YASSOCIATES F �� MAKING ANY STRLIC'R.R/ @ 12 O.C. (TYP) MODIFICATIONS WHICH Mo c - - - - - - - - - �-- - 0- - t-7 DEPTH OF PIT CONMsrnuc�NDOCUE, CURB ( AS REQUIRED FIELD ALTERNATIONS MADE 6 SLAB ON BEING APPROVED BY LOU F 1 I I BY ELEVATOR ASSOCIATES MAY RE$ S1.0 S1.0 ° ° GRADE, ADDRWNALENGINEERN S1.0 MANUFACTURER 1I6x P.T. YP PLAN.L - POST, TYPICAL? \ \\ \�-- -- �-- - - , '-- -- -- -�- _L - - ( (4 PLACES) "° SAWCUT SEE - T ` ,i - - - - - - - - - - - - -SAWCUT, SEE I SIM I ° :'. • • d • s. • •. : \ z DETAIL 7/S1.o. ( 1 I 6x6 P.T. SYP#2 1 kDETAIL 7/S1.0.) - - - - - - - - \\\ ° /\ ° d j ( I POST, TYPICAL. S1.0 ° . /\ v v a .a \ 441, ° / (4 PLACES) I f 1 s1.0 (- 1 1 72 0 / ( I 6B I CURB /\j\\/ \/ /\/ \ %%\\/\\\/ 12 DEEP CONCRETE ,� u SAWCUT, SEE S1.0 I 4B FOOTING. w/ #4@ 12 O.C. S1.0 ;I I I C RB I DETAIL 7/S1.0. I V-O E.W. TOP & BOT. �r i.o 10 ELEVATOR PIT DETAI L i I S1.0 1 I SAWCUT, SEE I _ �, I S1.0 SCALE: 3/4 1 0 S1.0 I I I DETAIL 7/S1.0. I Li W I � S1.0 i � ( I I F2.0 iL - - - - - -�- - - - - - -I I S1.0 - - i - - - - - --�� _j CURB L - - -. -. - - - - - - - _ _ - - - - - W C/ _ - - 6x6 P.T. SYP#2 1 tt ,, .4 L 1 POST, TYPICAL S1.0 (2 PLACES). S1.0 CURB DRILL & EPDXY #4 @ 18" O.C. Li & BEND DOWN INTO STAIR. Q CONTINUOUS 8" U-BLOCK BON _ CONC. STAIRS BEAM w/1-#5 CONT. 17 SECONDARY POUR FOUNDATION PLAN SCALE: 3/16" = 1 -0" �\ \\ ` .: #4@ 18" O.C. 8 CMU WALL w/ I » DOWELS BEND 8 CMU STEMWALL w/ o \ � INTO STAIRS. M #5@ 48" O.C. IN ►� 5 VERT. HOOKED INTO •' ao GROUT FILLED CELLS. # FOOTING @ 40" O.C. q �°\ $ 4" MIN. SLAB ON GRADE, BEND 2'-0" INTO SLAB SEE PLAN. (TYP) GRADE 4 GRADE GRADE a J o a / ul J 00 o is a ° q , .� a• 14 .. TYPICAL THICKENED • o : STEMWALL SLAB, SEE 4 a TYP. FTG. EXTEND TYP. FTG @ FOOTING. WIDTH, SEE STAIRS & PROVIDE DETAIL 4B/S1.0. DETAIL 1/S1.0 #4@ 18" O.C. E.W. STEMWALL VERSION MONOLITHIC VERSION SFEE'TIIVDE ® SO.O 1ST.TRUSS PLACER AT CONTRACTOR OPTION, EITHER VERSION MAY BE USED CONCRETE STAIRS ON GRADE SL 2ND do TOWER TR 9 A/C SCREEN WALL 8 51.0 FOUNDATION PLAN 51.0 SCALE:. NTS S1.0 s1.1 SHEAR FIRST FLOORANS RAM 51.2 SECOND & TOWER FRAMING AND SHE. 8" x 8° BOND BEAM 1#4 CONTINUOUS PROVIDE FOOTING SCHEDULE AND NOTES S2.0 GENERAL SPECS. w/ 1-#5 CONT. PROVIDE WALL FRAMING �� CORNER BARS IF CORNER WALL FRAMING WALL FRAMING (FUR IN SHOWER AS REQUIRED) 51/2" 1#4 EXTENDED 3' S2.1 STD. FRAMING DET CORNER BARS (TYPICAL) \ \SPLICE IS NECESSARY, 2-#5 CONT. STEP' EA. SIDE OF RECESS. ° TYPE LENGTH WIDTH DEPTH BOTTOM BARS 1 4 MIN. CONTINUOUS, PROVIDE I ' " WALL FRAMING SLAB ON SEE ARCH. O# g/s -� a. STEP, SEE " 52.2 STD. CMU FRAMING I CORNER BARS (TYPICAL) / /-°-=/' / / GRADE, 1-#5 CONT., EXTEND 3 4• ARCH. a' F2.0 2'-0 2 -0 11-011 3-#5 EA. WAY BOT. BRICK VENEER IS - ' SEE PLAN. EA. SIDE OF RECESS (TYP) SEE 68 S1.0 ° 6" 2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. ACCEPTABLE WITHOUT a �� - 1 MONO SLAB FOOTING AT PORCHES, �� i ��\ :, .. . .. / ( MAX.)) EQUAL TO SLAB INCREASE OF FOOTING m WHEN SPECIFIED ON PLAN. N. \ j 00 - • THICKNESS. ' SCALE \ F3.0 3�-0„ 3,-0" 1,-0� 3-#5 EA. WAY BOT. r0DRAWINGS IF SIZE. �� !`dlg8.pE'rjuL \� \ \ \� 1 SEE ARCH PLAN A DIM N SLAB ON GRADE, SLAB ON 5/x i SLAB ON GB @ SLAB RECESS F3.5 3-6 3-6 1 -0 4-#5 EA. WAY BOT. UNCLEAR REFER TO TOP OF FOOTING '� SEE PLAN. 8 x16 1-STORY, w/(2)#5 CONT. ' •°. / GRADE, ' 6A C� CURB ARCHITECTU2ALDRAWIP � _'•. � � .• _ %. � GRADE, � .�' F4.0 4-0 4-0 1 -0" 4-#5 EA. WAY BOT. CONTACT THE EO. SEE PLAN. 8"x20' 2-STORY, w 2)#5 CONT. GARAGE ldjBB,DETAIL / '��/� ,/� /( MONO. FTG. /� ACCEPTABLE WITHOUT PLAN NAME SEE PLAN, BRICK VENEER IS �.G/' / z a j / % ,. ./. / �/ �� F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. �\ �/ z / 1 ,W_,XALT. DEPTH IS a..// \ / / / / \/ 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE GRADE OR CONIC. /��/ / , �� 3 BEARING AT INTERIOR FROM LOW / / y / WALL FRAMING INCREASE OF FOOTING SLAB, SEE PLAN. /\/ AT WALLS GREATER THEN N M /\� FOOTING ATSL B. /��\j\\j / SIZE. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, 18 OCEAN GR( / 4 0 HIGH, NOTIFY E.O.R. , �/ � STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR STEMWALL REINFORCEMENT �� FOR TEMPORARY BRACING BRICK VENEER, � �`� BUILDERS DISCRETION. S1.0 /��\�� SHOWER PAN, SEE ARCH REFERENCE ONLY. DESIGN/DRAWN/Ci cmu / LAYOUT PLAN. / �\/ ��/ PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. STEP, SEE ARCH. PLAN. SLAB ON A06 j JST jL COURSES REINFORCING \�� '° \/ SEE ARCH.„ \ Z /�� \\/� \� y a .' v�\�---+ ' 12" 1-STORY, w/(2)#4 CONT. 1#5 CONT. - �� \ GRADE,EE 2• FTGS. & FIND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. DATE 1 TO 6 #4 VERT. 0 48"O.C. \ . •. a #4 DOWEL TO MATCH l/��---? ' •� 16" 2-STORY, w/(3)#4 CONT. OR (2)#5 ° SLAB ON SEE 2/S1.0 / / ' �� 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED 10.10.07 " P GRADE, /�1 (j\�� FOR MONOLITHIC OPTION, 0 a 0 / 7 TO 10 #4 VERT. 0 24 O.C. \ :. . WALL REINFORCING I 20" 3-STORY, w/{3)#5 CONT. OR {2)#5. '� - / SEE PLAN. CN �\ ° •�' OR / //��j PROCTOR IN ACCORDANCE WITH ASTM D 1557. SCALE 11 TO 12 #4 VERT. 08"O.C. CONT. CONCRETE FOOTING % a.•;' �\� ♦ .,��j/ / ��'J R__ T.\\� FOR STEMWALL OPTION, SEE 1/S1.0 3/,"\\/\/ ��/ 3/4" DEEP SAWCUT w/ SLAB ON GRADE, AS NOTED STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT 6"x8" EXTENSION FOR BRICK / �� 3" JOB NO. AVEREINBETWEEN EVERY OTHER 8"d x 16"w 1-STORY, w/(2)#4 CONT. < ' LEDGE ADD 1-#5 CONT. THICKENED EDGES " ELASTOMERIC SEALANT SEE PLAN COURSE. FILL CELLS SOLID. 10"d x 20"w 2-STORY, w/(3)#4 OR (2)#5 CONT. 6" w/ 1-#5 CONT. 8"x8 DETAIL 4A 8"x16" 1-STORY, w/(2)#5 CONT. �. /. 71860 NOTES: SIMILAR AT FRONT AND 12"d x 24"w 3-STORY. w/(3)#4 OR (2)#5 CONT. BRICK �' DETAIL 12"x12" DETAIL 48 8"x20" 2-STORY, w/(2)#5 CONT. 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' x 20' MAX. SQ. SHEET 2) SAWCUT CONIC, SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. REAR PORCHES W/O FRAMEslec WALL ABOVE. CONTRATOR 1 STEM WALL AND FOOTING 2 MONOLITHIC EDGE FOOTING 4 THICKENED SLAB 5 FOOTING W/ SHOWER RECESS 6 MONO. FOOTING AT STEP-DOWN SAW CUT DETAIL MAY OMIT CHAIR BLOCK & FORM EDGE OF 4" SLAB. S1.0 S1.0 51.0 51.0 S1.0 S1.0 SHEET 3 OF fi IIIIIIIIIIIIIIIIIIIIII 9 • t�` �•_�/ E�,'�--,d',� 4x4 POST WATER PROOFING ml (SEE. ARCH) ABOVE. IIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I - I .�N - - SIMPSON (2)CS16. Lou P on t ig FLOOR JOIST (ONE EA. SIDE.) Associates ---- --------------� IJ2' - FLOOR DECK, SEEI0 BM#8 SEE PLAN 496 Osceola ,/\/� CONST. SPECS. SLOPE, I ax. Beach, Flori V L r Ph. 242-090 C- Kffl � i B � SEEARCH, -_-.. I NOT DESIGNED FOR _ I o I ---- - -- - --- CONCRETE TOPPING 241 95. i 1 I CONTACT US W I L: CA # 8344 �x I >< I m I i I COAMAE I B t PROVIDE 2-#5 BUNDLED PRE-ENGINEERED t----- I 2x_ BLOCKING �°° BM#'4 i A - BM#7 I CENTERED IN 2 GROUT FILLED - T FLOOR JOISTS BETWEEN EACH JOINT. - - - - - - - (2 SETS) ADJ. TO GARAGE C 11 ALL HEADERS :<: a I i :, DOOR OPENINGS (TYPICAL) �y S A P O pl j ARE H6; U.O.N. I .....: ......... ........ 8x16 BOND BEAM w/ 9,I (2) SIMPSON H3 CLIP 1- 5 T&B CONT. I @ EA. JOIST. N cr •::::........ :::::::::::::.:.. r /�/�f\ r•iii...................... - • .. •iii}i}::i:.;c.:c 3 i J � ` fzo�' :::. .•::.: p HEADER , I =1 I .... SIMPSON LUS210 ::::�.:.:: S 1.1 •::.,:. .... JOIST HANGER SEE PLAN. F 5 3 3 - I 1 117 In :_,.. 2x12 SYP#2 LEDGER w/ 8-10d TO B .: >` VALIQ ONLY IT ;? LB-2 m " '' CONT. w 10-12d COMMON HEADER AND 6x6 POST SIGNATURE IS IN _ --------_------ _ m t::::J / W AND RAISED --r`=y- ::::. :::;::::::::. •::..:::iii .ii. ....... , - :::*.......... WIRE NAILS & 3-1 0x3' - Od TO ST. 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I CONSTRUCTION DOCUN FE L m 1 POST, TYPICAL. LD ALTERNATIONS MAI I ...... .............. ..•.......................... ............. :::::::::::.........:............................................... 1 OS CAL. :.:.:....:::.::,:::::::::::.:.:..:...::.....:......:::.:::.:...:.::::::..::::::::::..:..:..:.:: ::::::..:::::::::..::...................:..::.:::..:::::::::::::::::::::..:. ::::::.:..:..::.:c:.:.::.::.:................................:..:.:•::::••::• :::::.::::::•:::•:::::::::::::::::::.:::: :::•::::::::::::..::.::::•:::::•:::::....--.-.-.-.-.-.-.-.-.-,-.-.-.-.-.-.-.-.:,,.-.-=-..:•;. BEING APPWOVED BY LOl ..... ..:::...:..:.::::::•::.::..::::..:..:... .......:.::..:::..:.:::.:: •.::.::.::::.................. ......:.........,................ 2 P A E S . �......... :::.::.- -,..................................::.. -:.:.:.�:;:i:..:: ::::::::•:: :..:.:....... . C :.....:............ :..j;:;:.(.;:.:::.:.::.:..: ..:-..::.:.i.. ........::: ..........:..:: \.::.:;...::.::.:.::..::.;:::::::.;;.....:. . .:.............:: ....... ;...........: . , ( ) A�DDmCNA ENGI TES MAY E ........... .. :.,.. ........:.-.:..•.-.... }?:Z_' L:•i;..;: 7 _ INSPECTION FE :::.. . . ... '.. 2x12 FLOOR FRAMING I 1 --- 1 Xi I 2 @24 O.0 N i i ::::::::::...:..::......::::::::::.. :.:.: I 1 .::::i.•....: ............ ............. HUC410 S1.1 N _ _ . - ; : � t FI`IIIIIIII ' 1 .. >; �::...... ..... .::<•;. • ONNECTOR ::.:.::.:'::;>;:::: SEE 19/52.2. ' z ............ii . 1 I [� �� J .:::::•: < S11. .1 ....... ,. I I 1 .....; .1 •::•;::::.L�. I N I °° I PROVIDE 2-#5 BUNDLED .- x m CENTERED IN 2 GROUT FILLED i i N 11 I FASTEN w/(2)CS16 :E 6x6 P.T. SYP 2 2x10 LEDGER 2 SETS ADJ. TO GARAGE f:; N \ » BM 16 4w STRAPS TO BEAM BELOW 0. �. f.,..;, f POST, TYPICAL. I • .I I W/10-.131x3 L # _ I DOOR OPENINGS (TYPICAL) I I 8 PLACES i I 1 » 4x4 POST �. :.:.i'•'.:.:::::- ( ) i ` �I @ 16 O.0 I I 2x12 PT @ 24 O.C. ABOVE. NOT DESIGNED FOR O I . { ` ?< i I WATER PROOFING CONCRETE TOPPING \-j .'.'�'.'... .'.-.'.'.'.':.' 2x8 FLOOR - _ I FLOOR DECK, SEE FLOOR DECK, SEE I (SEE ARCH) t .:•.:::::.::•:::..::.11 :•. FRAMING © FLOOR DECK SEE :: 24 O.0 CONST. SPECS. CONSTRUCTION CONSTRUCTION H 410 SPECIFICACIONS. SLOPE, W L UC HUC410 = I > I CONNECTOR I SEE ARCH. -. SPECIFICACIONS. 1 CONNECTOR SEE 9/S2.2. 1 2x12 RIM CONT. BOARD. SEE 19/S2.2. L IMPORTANT FRAMING NOTE!!!: NOTE: TYPICAL PORCH FRAMING NOTES PRE-ENGINEERED n L FLOOR JOISTST SHEATHING, SEE AT ALL CONDITIONS WHERE SECOND SEE 14/S2.2 FOR ROOF TRUSS BEAM TO POST CONSTRUCTION FLOOR EXTERIOR FRAME WALL ALIGNS CONNECTOR SCHEDULE AT CMU a I LO (2)MSTA24 w/9�-10d EACH END 8x16 BOND BEAM w/ JOISTSIMPSON GER SPECIFICATIONS. Q JOIST HANGER OVER CMU WALL BELOW, FRAME WALL WALLS. 1-#5 T&B CONT. H3 @ EA. MUST BE SET BACK 5/8" SO THAT BEAM TO WALL FRAMING w/ 8-10d FACE OF SHEATHING ALIGNS WITH CMU REINFORCING NOTE: SEE DETAIL 14/S2.1 FOR CONNECTION o . SIMPSON LUS210 TO HEADER & JOIST. L CONCRETE BLOCK WALL BELOW. TYPICAL #5 VERTICAL REINF. UPPER POST TO LOWER POST (MULTI-STORY JOIST HANGER 4-10d TO JOIST. AT 48" O.C. SEE S2.0 FOR d T EACH END 2x12 SYP#2 LEDGER w HEADER, C REINF. EA. SIDE OF OPENING. (2)CS16 w/9 8 0 E C / 8-10d TO SEE PLAN. CONT, w/10-12d COMMON HEADER AND LVL BEAM 4-10d TO JOIST. 00 > POST TO SLAB WIRE NAILS & 3-'/4"s�x3'/z" SEE PLAN. NOTE: ABU44/66 w/6-16d EA. END OR SDS SCREWS @ 16" O.C. ALL CMU WALLS @ THIS HTT16 w/1-3/4" ROD TO FTG. LEVEL ARE SHEARWALLS. 2 DETAIL Z c S1.1 SCALE: 3/4" = 1'-0" FIRST FLOOR FRAMING PLANI '*� <L ui SCALE: 3/15" = 1 -0 II 1. SEE 4/S1.2 FOR HEADER SCHEDULE INFORMATION. u 2. BEAMS & INTERIOR WALL HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY A MINIMUM POST OF (3)2x SPF#2 TO MATCH WALL DEPTH (U.O.N. ON PLAN OR IN HEADER SCHEDULE). FASTEN BEAM TO 0 POST WITH (2)HTS20. FASTEN POST TO FOOTING w/ HTT15. THESE SIMPSON FASTENERS MAY BE OMITTED IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST. 3. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT THE SAME SIZE AND SPECIES 51-IFFY II�DI POST SHOWN ON THE 2ND FLOOR SHALL BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, 6X6 POST PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL POST TO LOWER LEVEL POST OR TO LOWER LEVEL BEAM WITH (2)CS16 OR (2)MS30 STRAPS AND FASTEN TO FOUNDATION w/ HT716 ABOVE. FASTEN 50.0 1ST TRUSS PLACI U.O.N. ON PLAN. WATER PROOFING DIRECTLY TO TOP SOA 2ND & TOWER TF 4. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.1. (SEE ARCH). OF CMU. S1.D FOUNDATION PLAI 5. LOAD BEARING CORNERS, TEES AND SHEARWALL ENDS SHALL BE CONSTRUCTED AS SHOWN IN 8/S2.1. FLOOR DECK, SEE 2"x12" P.T. SYPH N0.2 NOT DESIGNED FOR sm FIRST FLOOR RA CONSTRUCTION „ JOISTS @ 24 O.C. SPECIFICATIONS. �J CONCRETE TOPPING ' S1.2 SECOND & TOWEL FRAMING AND SH � SLOPE, 2x12 BLOCKWGTYPICAL TRUSS CONNECTORS 'SUPPORT AND UPLIFT SCHED. FRAMING LEGEND S2.0 GENERAL SPECS. SEE ARCH. BETWEEN EA s2.t STD. FRAMING DE PRE-ENGINEERED CONNECTION TO: USP/SIMPSON QUICK-TIE UPLIFT BRG. MEMBER NODE SUPPORT UPLIFT CONNECTION INTERIOR LOAD BEARING WALL I-JOIST JOIST. < 600 BM 1 B 2.2x8 SPF (1)H2.5 # (2)H8 ` 52.2 SM. CMU FRAMIp DBL. TOP PLATE (1)H8 (1)HA4 < 620 BM#1 C 2.2x6 SYP (2)H8 - __ GABLE X-BRACE, SEE 2/SO.O Q& (1)MTS12 (2)HA4 < 945 BM#2 B 3.2x6 SPF (2)HTS20+(2)H8 UPLIFT SUPLIFT EE UPLIFT RULEANCHDESIGNATION, °O NOT E D HEADER (1)HTS16 (2)HA4 < 1255 BM#5 B 4.2x6 SYP 8G/S2:1 SCHED. 'A' THIS SHEET. THESE DRAWINGS.IFAIX MTSM12 (� EA. JOIST 2x12 RIM Q& UNCLEAR REFER TC LVL BEAM CONT. BOARD. POST (2)MTS12 (2)MTS12 < 1890 BM#6 A CMU WALL 14D/S2.2 SHEARWALL SEGMENT. IF ARCHITECTURAL R`HCpNT`�RAL�D�RAM ' w/5-3/16" TI TEN (2)HTS16 (2)HTS16 < 2510* BM#7 A 3.2x6 SYP (2)HTS20+(2)H8 SW-# SW-1A', SEE 5/S2.1 FOR THE SEE PLAN. TO CMU WALL. (2)HTS20+ (2)HTS24+ BM#7 B CMU WALL HTSM20+H3 A' CONNECTION. 10 JOIST • • SIMPSON (2)MTs12 (2)MTS12 < 4400** BUILT-UP POST IN THE WALL PLAN NAM 11 BM#8 A 3.2x6 SPF (2)HTS20 ® 18 OCEAN GF SIMPSON Lust aBu66. * PROVIDE QT OR 1/z"0 ROD ADJ. TO CONNECTORS 6M#8 B CMU WALL LGT2 + (2)H3 # KEYED PLAN NOTE DESIGN/DRAWN/( HANGER w/ 8-10d SINGLE 2x8 P.T„ SYP #2 TOP PLATE ** PROVIDE (2)1/z"; OR %-0 ROD OR (2)QT OR QT3 AOB JST TO HEADER & w/ '/2 O x 10 A.B. w/ 2x2 x'/41LB-1 ADJ. TO CONNECTORS. NODE OF BEARING FRAMING 4-10d TO JOIST. ,r SEE PLAN ( ) MEMBER, SEE LOAD SUPPORT DATE PLATE WASHERS @ 24 O.C. UPLIFT SCHEDULE NOTE: TRUSS CONNECTIONS SHOWN ON PLAN SHALL 10.10.07 3 SECTION SUPERSEDE TABLE. AT MULTIPLE STRAP CONNECTIONS, HEADER SIZE, JACK AND KING SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH H6-1/2 STUD QUANTITY. SCALE TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, AS NOTE[ S1.1 SCALE: 3/4" - 1'-O" PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FRO j7A nTWC'D I I I * 'HTT22 JOB N0. , LOADING CHART NOTE: TYPICAL SUPPORT NOTES: 71860 THESE BEARING NODES CORRELATE WITH THE TRUSS 1. SUPPORT POST: BUILT-UP POST SHOWN ON PLAN ARE HTT16 SHEET PROFILES AND HAVE BEEN RE-LABELED AS A,B,C,D,..., MINIMUM AND MAY BE INCREASED TO CORRESPOND WITH FROM: LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE STUD WALL SIZE SELECTED. HTT22 TO POST PLUS ADJACENT TRUSS ENGINEERING HAVE BEEN DISREGARDED. FULL HT. ANCHOR. S101 2. ALL MULTI-PLY TRUSSES AND BEAMS, PROVIDE A BUILT-UP POST COMPOSED OF MULTIPLE WALL STUDS �u FULL HT ANCHOR EQUAL TO THE NUMBER OF TRUSS OR BEAM PLYS. (LION) !` SHEET 4 OF X X X X - �- , .1 Ix i ' ( TR S B65_ ! Lou Pontigo and I B Associates, Inc . 2x6 OVERFRAME _ T CJ _ _ _ _ RAFTERS @ 24'• I ; ( 496 Osceola Avenue '------- _ - ® OVERFIR LE GER ____ i f ax. Beach, Florida 3225 Ph. 242-0908 Fax. A S2.1 SEE 14A/S2.1, - _ 241-9557 „ v)I FOR CONN. L: CA # 8344 SC: CA 2x6 SPF#2 @12 O.0 �I: _N CONTACT USME Co�rrS i �x� I _ _ H12 OVER ~ " UPLIFT SCHEDULE "B" COMME A.COM - - - - (3) - 5-SUPPORTS N I I � 2 x 2x LUIS A PONTIGO Po I i SEE 14A/S2.1, IIc- 2 2 FOR CONN. i - x �. FRAME 20a 2x o _ ; RAFTERS @ 2 O.C. °0LBM#18 I _ i °° ON FL 1 . ; 5 w OVERF DG ----- _ ALL HEADERS A - - - - `� I J ,331 cn ARE H6' U.O.N. Q 1 © vALID.OI�LY WHEN 2 r� I 1cc - 4x 4 P.T. SYP#2 0 o X SIGNATI� IS.IN BLUE M w I- -- .n_ =u__:_y - POST, TYPICAL. _ _ AND w S€D SFAI w SEE 14A/ I v 1: FOR COW . 14 ' I 1�- :.::............_ v> cn _ -,tx __:.:.::.=:._ __ ____ (2 PLACES) p ( _ _ �*�- _ _ I \ « . f- 1- REVISIONS DATE (2)2x12 (2)2x12 (2)2x12 (2)2x12 _ °- .__ _ _ g LL LL cn j 1 S1.2 _ a f x = I 4x4 P.T. SYP 2 = _- <_ <: : - .:,- - o d- E 14A/S2.1, # I RI t __ __q-� CN u C POST, TYPICAL. �.M- o .T .; F R CONN.. 1:. A r 1 ..::a.:,.::....,.-.:., --E.:. T D58 _ c - _-= == � �' H 8 OVER _ - - - - - - - - - {3 PLACES) �_� ��__:;.E�•� ,�:. _ ___.�:._ ; « _: =n 4-SUPPORTS X x __¢;_ _ _ _ TRUS, "1 ,1 _ _ B 1x6 OVE I ( ______ - - - - BM 2 RAFT RS @ " C- = _ „ 2 71TRUSS / h::.�: xr =a.°a = F R P IFT SCHEDUL- I I I I<- - X:. .__ _ _ 2x10 L00 A44:... ..E:'�L"...- _ ..'tip-_.R.-_.ff.:: X � h 6 2.1 I.-=r.<;tx .,_:Y F R A M I N G@ : ::,_; JI v I ! E FIELD ALTERATION SEE 14A/S2.1, t--� BM#19 _.... . . 16" O.0 CONTRACTOR SHALL CONTACT LOU NI ALL EXTERIOR WALLS AT - - - - B PA A ASSOCIATES CTURAL� j ® X FOR CONN. =1 NI THIS LEVEL ARE ��CONSTRUCTED / TOWER FRAMING PLAN MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGNAL N N OF 2x6 @ 16 O.C. WALL SCALE: 3/16" 7-1"-'0 a r CONSLTERNATIONSWTRUCTION v1E PRIORTS Y FID ALTERNATIONS MADE PRIOR TO FRAMING.(U.O.N.). THIS WALL / 6EINGAPPRATE MAY BY LOU ULT 1408 1. SEE 4 St.t FPR HEADER SCHEDULE INFORMATION. ASSOCIATES MAY RESU.TYJ FRAMING COMPLIES WITH THE I °�Q I i I ADDITIONAL ENGINEERYVG OR Lo I 2. BEAMS & INTERIOR WALL HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT INSPECTION FEES. N L/240 DEFLECTION CRITERIA A _ TRUSS E73 ! {7)I 1 AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY A MINIMUM POST OF FAR BRITTLE FINISHES, I -C�r 1 (3)2x SPF#2 TO MATCH WALL DEPTH (U.O.N. ON PLAN OR IN HEADER SCHEDULE). FASTEN BEAM TO -- POST WITH (2)HTS20. FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE (OMITTED --1= IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD-Is-4rHiN 6" Inl UPLIFT ANCHORING SYSTEM OF THE SUPPORT POST. �) � FOR INTERIOR & EXTERIOR OA 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.1. _ ROOF BEARING WALLS SHALL z Ni 0 4. LOAD BEARING CORNERS, TEES AND SHEARWALL ENDS SHALL BE CONSTRUCTED AS SHOWN IN 8/S2.1. BE PER SCHEDULE A U.O.N. I - 4x4 P.T. SYP#2 14A 52.1 POST, TYPICAL. Uj . SEE / (3 PLACES) FOR CONN. SECOND FLOOR FRAMING PLAN SCALE: 3/16 = 1 -0 1. SEE 4/S1.1 FPR HEADER SCHEDULE INFORMATION. 2. BEAMS & INTERIOR WALL HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT ui ui AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY A MINIMUM POST OF (3)2x SPF#2 TO MATCH WALL DEPTH (U.O.N. ON PLAN OR IN HEADER SCHEDULE). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN POST TO FOOTING w/ H1'T16. THESE SIMPSON FASTENERS MAY BE OMITTED IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST. 3. ''POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT THE SAME SIZE AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, Q PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM, FASTEN UPPER LEVEL POST TO LOWER LEVEL POST Q$ TO LOWER LEVEL BEAM WITH (2)CS16 OR (2)MS30 'STRAPS AND FASTEN TO FOUNDATION w/ HTT16 U.O.N. ON PLAN. rl/ 6X6 POST 4. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.1. ABOVE. FASTEN 5. LOAD BEARING CORNERS, TEES AND SHEARWALL ENDS SHALL BE CONSTRUCTED AS SHOWN IN 8/S2.1. WATER PROOFING DIRECTLY TO TOP 1. PROVIDE (2)FULL HT KINGS& (1)JACK STUDS EA. SIDE OF EACH OPENING. > (SEE ARCH). OF CMU. _ EACH JACK STUD TO SEGMENTED HEADER w/MSTA24. AT GROUND FLOOR (IF FLOOR TRUSS. CONTINUOUS FLOOR DECKING THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BOTTOM PLATE w/SPH4/6 O ALONG ENTIRE TOP SURFACE & '/2"0 ANCHOR BOLT TO BE PLACED WITHIN 4" OF JACK GROUP. AT ELEVATED SEE 2"x12" P.T. SYP No.2 DESIGN „ FLOORS, FASTEN JACKS TO WALL FRAMING BELOW w FLOOR DECK, NOT DESIGNED FOR ''N BY UPPER / (2)cs1s. CO CONSTRUCTIONA _ JOISTS @ 24" O.C. CONCRETE TOPPING OTHER FRAMING WATER PROOFING OF 16 FLOOR JOISTS. >< SPECIFICATIONS. W CJ 2. PROVIDE MIN. (2) JACK STUDS BETWEEN OPENINGS. FASTEN CONTINUOUS HEADER 0 WALL (SEE ARCH) SPH4/6STUDS w& 2)Mm ANCHOR OOUD FLOOR,HIN 4" FASTEN STUDS STUDS DSOR LTO BOTTOM PLATE W SLOPE, 2X12 BLACKING ELEVATED FLOORS, FASTEN STUDS TO WALL FRAMING BELOW w )� z ❑ AT SEE ARCH. -..- BETWEEN EA (2)2x10 ENGINEERED.. JOIST. SLAPS, RIM JOIST 3. PLACE GABLE END TRUSS TO THE INTERIOR FACE OF BALLOON FRAMED WALL N JOIST o SEE ARCH. AND FASTEN TRUSS TOP & BOTTOM CHORDS TO BALLOON FRAMED WALL STUDS -------- --- -SEE-ARCH ----------- --- w/ (2)12d COMMON WIRE NAILS AT EA. STUD. FASTEN GABLE END TRUSS w/ SIMPSON H8 AT EACH END. CONVENTIONALLY STRAP WALL U,O.N, U. i 4, PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C. BETWEEN THE GABLE END ATTIC 2X12 RIM TRUSS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND BOTTOM CHORD LVL BEAM, MTSM12 @ EA„ JOIST _ DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL ALONG THE RAKE OF THE TOP (.ANT. BOARD. CHORD AND FASTEN THE INFILL WALL PLATES DIRECTLY TO THE BLOCKING ALONG W/5-3/16 TIT'EN BOTH THE TOP AND BOTTOM CHORDS w/ (3)12d COMMON WIRE NAILS AT EACH O SEE PLAN. TO CMU WALL. 2X10 FLOOR INTERSECTION. \-SIMPSON BEAM #20 JOIST @ 16" O.0 SIMPSON LUS21 D JOIST 5. OVERFRAME GABLE PONY WALL OVER ROOF TRUSSES. PROVIDE 2x4 BLOCKING 3ON LUSS210 JOIST ABU66. (2)118 HANGER W/ 8-104 BETWEEN TRUSSES ® 24" O.C. FASTEN BLOCKING EA. END w/SIMPSON A34 CLIP. IANGER w/ 8-10d SINGLE 2x8 P.T.� SYP #2 TOP PLATE LB-1 SIMPSON LUS210 JOIST ANCHOR WALL TO FRAMING PER SCHEDULE 1/S1.1. LVL HEADER TO HEADER & SHEET INDEX 6. WALL SEAT FRAMING. PROVIDE 2 2x4 BLOCKS BETWEEN TRUSSES FASTENED EA, TO HEADER & w '/2"0 x lO A.B. w 2"x2"x /8" HANGER w 8-10d SEE PLAN @ E'�'' ( } 4-10d TO JOIST. / /2 / " / 4-10d TO JOIST. SO.O 1ST TRUSS PLACEMENT PLAN SEE PLAN PLATE WASHERS @ 24 O.C. TO HEADER & JOIST. ENS w/ (2)A35 CLIPS TO SUPPORT WINDOW SEAT. SECTI 4-10d TO JOIST. $ SECTI ON- 7, CONVENTIONALLY FRAMED HIPS AND RIDGES WHERE NOTED ON PLAN PROVIDE 3 ON (2)2x4 SYP#2 KING POST FASTEN TOP AND BOT. w/ (2)HTS20. SO.1 2ND & TOWER TRUSS PLAN 3/ " 3 " ' " UPPER WINDOW BETWEEN S0�1�IJWLSbWER OPENINGS, & QR TRANSOM DOOR & S1.0 FOUNDATION PLAN 51.1 SCALE: /4 = 1 -0 51.2 SCALE: /4 = 1 -Q / FIRST FLOOR FRAMING AND 6 r $1.1 SHEAR PLANS S1.2 SECOND & TOWER FLOOR FRAMING AND SHEAR PLANS lO UPLIFT ANCHORING SYSTEM DETAILS AND SCHEDULES TYPICAL TRUSS CONNECTORS SUPPORT AND UPLIFT SCHED. 0 FRAMED WALL HEADER SCHEDULE © SHEARWALL SHEATHING NAILING FRAMING LEGEND S2.0 GENERAL SPECS. FULL HEIGHT ANCHOR SPACING CONVENTIONAL STRAPPING AND SPACING SCHEDULE CONNECTION TO: USP/SIMPSON QUICK-TIE UPLIFT BRG. MEMBER NODE SUPPORT UPLIFT CONNECTION SYMBOL HEADER SIZE MAX, SPAN ACK (U.O.N) KING (U.O.N) SW-2: USE COMMON ONNAWIRNG," O.C. .C.TEDGE & 660TH SIDES ® S2.1 STD. FRAMING DETAILS INTERIOR LOAD BEARING WALL QUICK-TIE THREADED ROD CONNECTOR BA CONNECTOR En CONNECTOR = CONNECTOR M CONNECTOR EE CONNECTOR EE CONVENTIONAL STRAPPING DETAIL (1)H2.5 < 600 TRUSS B65 B 2,2x6SPF SEE SCHED. @ LEFT H6 (2)2x6 4'-4" 1 1 SW-3: 8d COMMON WIRE 6" O.C. FIELD AND EDGE (ALL EXT. WALLS) _ p S2.2 STD. CMU FRAMING DETAILS 8'-0" O.C. 6'-8" O.C. » MSTA24 < 6' LTT20B < 6' CS20 < 6' (1)H8 (1)HA4 < 620 TRUSS D58 A 2.2x6SPF SEE SCHED. @ LEFT H8 (2)2x8 6'-4" 1 2 1. PROVIDE w/ 2x BLOCKING AT ALL PANEL EDGES. GABLE X-BRACE, SEE 2/S0,0 LSTA12 ® 32 CS20 ® 32" SP1 ® 16 ONE-STORY MULTI-STORY CONNECTOR FF DBL. TOP PLATE **8'-0" O.C. 4'-6" O.C. (2)MSTA24 < 12' HTT16 < 12' (2)CS20 < 12' 2nd LVL KING STUDS m (1)MTS12 (2)HA4 < 945 TRUSS D60 A,B 2.2x6SPF SEE SCHED. ® LEFT H10 (2)2210 8'-4" 1 3 UPLIFT SCHEDULE DESIGNATION, MSTA24 < 4' LTT20B < 4' CS20 < 4' TO 1st LVL FRAMING. 2. ALL EXTERIOR WALLS ARE SW-3, LION. UPLIFT �NOT SCALE DMAEr510N5 FROM SEE UPLIFT ANCHORING SCHEDULE 5'-6" O.C. 6'-8" O.C. HEADER THESE DRAWINGS.IF A DIMENSION 5 LSTA12 4� 16" CS20 ® 32" SP1 ® 16" ROOF TRUSS (1)HTS16 (2)HA4 < 1255 TRUSS D61 B 2.2x6SPF SEE SCHED. @LEFT H12 (2)2x12 10'-4" 2 3 SCHED. A THIS SHEET, UNCLEAR REFER TO THE **6'-6" O.C. 4'-O" O.C. (2)MSTA24 < 9' HTT16 < 9' (2)CS20 < 8' w/ UPLIFT CONNECTOR BB pp$ (2)MTS12 (2)MTS12 < 1890 TRUSS D70 A.B 3.2x6SPF SEE SCHED. @ LEFT H9.25 (2)9.25" LVL PER PLAN 2 3 3. PROVIDE STUD CONFIGURATION PER 8/S2.1 AT EACH END OF SHEARWALL. SHEARWALL SEGMENT. IF. ARCHITECTURAL DRAWINGS OR 4'-0" O.C. 5'-4" O.C. MSTA24 < 3' LTT20B < 3' CS20 < 3' CONNECTOR I KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. CONTACT THE E.O.R " " H6 ® 16" CS20 ® 16" LTT20B ® 32" 2nd LVL WALL (2)HTS16 (2)HTS16 < 2510* TRUSS E73 A,B 2.2x6SPF SEE .SCHED. ® LEFT Hit.as (2)tt.8s" LVL PER PLAN 2 3 SW-# SW-IA', SEE 5/S2.1 FOR THE *4'-6 O.C. 4'-0 O.C. (2)MSTA24 < 6' HTT16 < 6' (2)CS20 < 6' STUDS TO 1st A CONNECTION. 4. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/52.1 3'-0" O.C. 4'-6" O.C. " MSTA24 < 3' LTT20B < 3' CS76 < 3' PROVIDE SOLID LVL WALL STUDS (2)HTS20+ (2)HTS24+ TRUSS L89 A,B 2.2x6SPF SEE SCHED. ® LEFT H14+ (2)14` LVL PER PLAN 3+ 3+ < 4400** ® BUILT-UP POST IN THE WALL PLAN NAME 6+H2.5T ® 16" CS16 0 16" LTT20B ® 16 BLOC ING BETWEEN OR FRAMING 5. AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LOG DIRECTION *3'-6" O.C. 4'-O" O.C. (2)MSTA24 < 6' HTT16 < 6 (2)CS16 < 6 CONNECTOR (2)MTS12 (2)MTS12 BM#18 A 2.2x6 SYP (2)HTS20 H16* (2)16' LVL PER PLAN 3' 3' PERPENDICULAR TO WALL STUDS. 18 OCEAN GROVE FLOORS. ' SEE 10 S2.1 FOR GARAGE JACK AND KING REQUIREMENTS. # KEYED PLAN NOTE DESIGN DRAWN/CHECKED ROOF TRUSS SEE PLAN AND * PROVIDE QT OR 1/z +as ROD ADJ. TO CONNECTORS BM#18 B . HEADER 9D/S2.1 / SCHEDULE AT RIGHT. ** PROVIDE (2)/Z1 *0 OR '%"0 ROD OR (2)QT OR QT3 BM#18 C 3.2x6 SPF (2)HTS20 � AOB JST LAP UPLIFT ADJ. TO CONCTORS. � SOLE PLATE ANCHORS 0 SHEARWALL END ANCHORING . NODE of BEARING FRAMING )VIDE 18" Ig CS20 5-10d TO . BM#19 A.B 3.2x6 SPF 9C/S2.1 ® MEMBER, SEE LOAD SUPPORT DATE ?APS APPROX. EQ. CONNECTOR AA QTY. OF ANCHORS BETWEEN FULL HT. ANCHORS UPLIFT SCHEDULE TOP PLATE DBL. TOP PLATE NOTE:. TRUSS CONNECTIONS SHOWN ON PLAN SHALL QUICK-TIE THREADED ROD CONVENTIONALLY STRAPPED 10.10.07 SPACED BETWEEN WALL TYPES " " " SYMBOL TO WALL STUD. HEADER, E PLAN. SUPERSEDE TABLE. AT MULTIPLE STRAP CONNECTIONS SPACING >96 >4.8 & <96 SPACING <48 ALL LEVELS ALL LEVELS 1ST LEVEL UPPER LEVEL HEADER SIZE, JACK AND KING iJACENT ANCHORS. 5-tOd TO H6-1/2 SCALE SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH STUD QUANTITY. CATES ONE STRAP HEADER STUD CONNECTOR DD SW-1 (INT. OR EXT. WALL) 3 2 1 SW-1 QT3 OR 2 a HEADER TO H3 ® 16" O.C. TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, (2)QT °/ "0 OR (2)'/z"t� HTT22 (3)CS16 AS NOTED 3ETWEEN ANCHORS 6 4 2 a IETW TWO STRAPS ANCHORING YSTEM O.C. SPACING, SEE ABOVE. PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FRO SW-2 (INT. OR EXT. WALL) SW-2 QT3 (2)5/,-o HHDQ11 HHDQ11 ATES N ANCHORS JACK STUD SW-3 OR EXT. WALL 1 1 0 (-) HTT22 JOB NO. ADDITIONAL STRAPPING AT CA nTWCD INT. BRG. WALL (NON-SW N/A N/A N A SW-3 QT '/z"0 HTT16 (2)CS16 v INTERIOR BEARING WALL CONNECTOR EE LOADING CHART NOTE: TYPICAL SUPPORT NOTES: 71860 LSTA12 DETAIL THESE BEARING NODES CORRELATE WITH THE TRUSS 1. SUPPORT POST: BUILT-UP POST SHOWN ON PLAN ARE 1. SOLE PLATE ANCHORS SHALL BE '/z"0x6" Ig (MIN. 3'/2" EMBED.) w/ 1. INSTALL SHEARWALL ANCHORS EACH END OF SHEARWALL. HTT16 j ROUGH OPENING SEE ARCH. KING STUD TO PROFILES AND HAVE BEEN RE-LABELED AS A,B,C,D,..., MINIMUM AND MAY BE INCREASED TO CORRESPOND WITH SHEET r" FOUNDATION. 1/z"0x/8 PLATE WASHERS; DRILLED & EPDXIED OR /2"0 SIMPSON HD w/ 6" V TO SELECT UPLIFT ANCHORING SYSTEM: OUR ENGINEERING ALLOWS THE FLEXIBILITY " FROM LEFT TO FIGHT. THE NODE LABELS GIVEN IN THE STUD WALL SIZE SELECTED. EMBED. 2. SEE TYPICAL SHEARWALL ELEVATIONS ON 7/S2.1. POST FALLING ANY OF THREE (3) UPLIFT ANCHORING SYSTEMS. THE CONTRACTOR MAY CHOOSE TO INSTALL EITHER QUICK TIE. 6 CONNECTOR CC TRUSS ENGINEERING HAVE BEEN DISREGARpED. FULL H7�ANCHORLUS ADJACENT S12 ED RODS OR CONVENTIONAL STRAPPING. FURTHER, CONVENTIONAL STRAPPING MAY BE USED IN CONJUNCTION WITH 1st LVL WALL STUD TO SILL BUILT-UP ALL MULTI-PLY POSST COMPOSED OF MULTIPLE WALL STUDS ANCHORS AT 24" O.C. PLY TRUSSES AND BEAMS, PROVIDE A Q, IF WALL SEGMENT IS CONVENTIONALLY STRAPPED, PROVIDE SOLE PLATE HER SYSTEMS, WHERE A FULL HEIGHT ANCHOR IS NOT POSSIBLE. THE CONVENTIONAL STRAPPING MAY BE EITHER JUFACTURED BY SIMPSON, USP OR QUICK TIE; SEE APPROVED CONNECTOR SCHEDULE ON SO.0. SEE 4/52.0 FOR SILL ATTACHMENT. PLATE EQUAL TO THE NUMBER OF TRUSS OR BEAM PLYS. (LION) X FULL H7 ANCHOR SHEET 5 OF 8 I DESIGN SPECIFICATIONS: QUICK TIE CONNECTORS, UPLIFT, AND FASTENERS 0- DESIGN CODE: 2004 FLORIDA BUILDING CODE - RESIDENTIAL w/ HAND LOADING - ASCE 7/02 FOR WIND UPLIFT, UPLIFT ROOF SHEATHING, SEE 0OONNECTOR SIMPSON ALT. FASTENERS SPECIFICATIONS BELOW. 2006 SUPPLEMENTS TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD SYP SPF CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM PREPRE-ENGINEERED DESIGN LOADS: ACTUAL AND UNIFORM CHORD. REACTIONS CALCULATED FOR THE BEARING HA4 660 528 H3 9-10dx1'/2" ROOFTRUSS SWOOD 2x6 SYP#2 BLOCKING BETWEEN POINTS OF ROOF TRUSSES SHALL BE REDUCED IN CONVENTIONAL CONVENTIONAL .2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP ROOFS ACCORDANCE w FBC SECTION 1605.3.1.1. » UPLIFT CONNECTOR 2x4 SYP#2 DIA. & HORIZ. rSYSTEM STRAPPING IF FULL STRAPPING IF FULL FASTENED TO TOP PLATE w/ 10d 0 4" O.C. ROOF LOADING (cd=1.25 cd=1.00 / MTS12 945 870 MTS12 14-tOdx1/2 #) ( ) SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED BRACING 0 24" O.C. BETWEENHEIGHT ANCHORING HEIGHT ANCHORING PLATE w/ tOd ® 3" O.C. TOP CHORD LIVE LOAD 20 psf 40 psf YJITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 ,TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf WHEN COMBINED w DEAD LOAD. HTS16 1255 1255 HTS16 22-10dxt/2 SHEATHING MAY OUTER WALL & FIRST INTERIOR IS NOT USED. I SYSTEM IS NOT USED. TOP CHORD DEAD LOAD / 2x SPF BLOCKIWgA NG TRUSS. TOE NAIL EACH END w 20 psf (TILE SHINGLES) 0 psf , ~ TERMINATE AT » J 1 i BOTTOM CHORD LIVE LOAD 10 5 psf MS36 1835 1468 MSTA36 26-tOdxt/2 RIPPED TO FIT 4-0.131x3 NAILS (TYP) FLOOR SHEATHING, Lou Ponti o BOTTOM CHORD DEAD LOAD 5 psf f DEFLECTION CRITERIA: DRYWALL APARILING AND T.EENCLOSED POLPATE.F DBL. TOP I I Associates,SI ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 " ILING AND WITH GAP SHOWN SEE SPECIFICATIONS LS18 1005 804 LSTA18 14-10dx1/2 BELOW FLOOR FRAMING: LIVE LOAD LJ360 & TOTAL LOAD L/240 BUILDINGS, BOTTOM I I CHORD BRACING PER HEEL < I -O�� I I496 Osceola Avc CS16 1830 1464 CS16 28-10dx1'/2" TRUSS ENGINEERING. �PORCH SHEATHING, I CONT. RIBBON SPECIFICATIONS Iax. [leach, Florida MS24 1270 1016 MSTA24 18-1Odx1/2" BELOW Ph.242-0908 Fax.; MATERIAL SPECIFICATIONS: CONVENTIONAL STRAPING I I BOARD (TVP) SC35 295 236 A35 12-10dx1'/2" FULL HT. ANCHOR SY5T4EM SEE LEFT FLOOR TRUSSES HEADER & SUPPORT CA#8344 CAST-IN-PLACE CONCRETE: SHALL HAVE A 1CgMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS FOR INFO, OR JOIST.I/- --- POST, PER PLAN. CONCRETE IN MASONRY UNITS: SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A SC35F 500 400 A35F 12-tOdx1'/2" NOT SHOWN I I CONTACT us varri WP-) TYPICAL. CONNECTION CEILING LINE I FLOOR TRUSSES I COMMENTS(�ALP-/ MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN LS12 715 572 LSTA12 10-8dxCOM. I OR JOIST. ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN I I COMPRESSIVE STRENGTH (f'm) OF 1500 PSI. QGT 2217 1773 18-1Odx1'/2" ROOF SHEATHING SPECIFICATIONS_ WALL FRAMING j WALL FRAMING PARALLEL PERPENDICULAR HEADER GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE HIN -QGT2 4050 3240 . 0 30-16d PLYWOOD SHEATHING NAILED w MIN. 7/e", 24/16, APA RATED OSB OR T WA TO WALL E2 OF % PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 / 0.113x2" RING FUI A 0 U►y ' DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019. 30-16d SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT QHD2 4050 3240 GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" EXTEND SHEATHING VERT. PERPENDICULAR PARALLEL PORCH SHEATHING SPECIFICATIONS: 3/,'o A304 ROD TO TOP OF TRUSS AS SHOWN. ��T , . REINFORCING STEEL; SHALL BE ASTM A615, GRADE 40, a O.C. WITHIN 4'-0" OF ROOF EDGE). PROVIDE 2x4 BLOCKING /2" GYPSUM (WATER PROOF) GREEN BOARD, wJ 5d COOLER NAILS ® 6" O.C. EDGE AND FIELD `20� STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. USP/SIMPSON CONNECTORS, UPLIFT, AND FASTENERS TILE - MIN. 15/32 32/16, APA RATED PLYWOOD FLOOR SHEATHING SPECIFICATIONS AT HORIZONTAL JOINTS. '% (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD . � F'� �t SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" HEEL 3 1,-0 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND G -0533 WELDED WIRE FABRIC (WWF); SHALL BE ASTM A185. UPLIFT O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD VALID D 01NLY W ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. CONNECTOR FASTENERS CODE DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN SIGNATUR� 5 IIx1 SYP SPF 4'-0" OF ROOF EDGE). A35 450 450 12-Sdx1'/z~ F1474.4 1 ROOF TRUSS CONNECTION 3 PORCH SHEATHING CONNECTION �►No RAISED51 QT WIRE ROPE: /4"0 & /e"0, GALVANIZED "AIRCRAFT" DESIGNED 7x19 w/ A MIN. BREAKING STRENGTH OF 7,000ibs. & 2 FLOOR TRUSS AT WALL FRAMING 14,0001bs. RESPECTFULLY. S2.O S2.0 F2EVISIONS H25A 600 520 5-8d EA. ENO FL503.5 S2.0 WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). HIS 620 . 530 5-10dx1.5" EA, END FL1423.7 „ " 4-16d EA. SIDE OF FASTEN ALL TOP PLATES TOGETHER NUT'S: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. TYPICAL STUD NAIUNG:0.131x3 END NAILS: TYPICAL HEADER NAILING:0.131X3 TOE NAILS " 2x4 SYP#2 DBL. TOP PLATE MTS12 1000 860 7-10dxi'/2" EA, END FL474.325 (2) 0 2x4, (3) 0 2x6, (4) 0 2x8. 2X6, 2x8 = (4) NAILS PLATE BREAK w/ (2) ROWS OF .131x3 0 12 O.C. /77 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): 9" LVL, 11" LVL, 2x10, 2x12 = (6) NAILS STAGGARD. HTS20 1450 1245 24-10dx1'/2" EA. END FL538.9 "MAX. 6"MAX SYP#2 DBLATE 14" LVL, 14" LVL - (8) NAILS SYP#2 HEADER, 4'-0" MIN. 2x4 SPF#2 STUDS TYPICAL SHEATHING. QUICK TIE, PRODUCTS: '01000' FAST CURE EPDXY TOP PL PER PLANS I AT 16" O.C. (TVP) SIMPSON STRONG-TIE CO: 'AT' ACRYLIC-TIE FAST CURE EPDXY MSTA24 1765 1270 9-10d EA. END FL1901.57 FASTEN ROOF TRUSS w/ UPUFT CONN. LONG ENOUGH 2x4 SYP#2 SCAB METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. MSTA36 2050 1870 13-10d EA. END FL1901.59 TO ENGAGE STUDS. , BELOW BOTTOM PLATE FACE-NAIL TO RATED SHEATHING TO 9-10d EA. END TRUSS TOP CHORD RUN CONTINUOUSLY TO INSTALL ADDITIONAL FEELD ALTERAI MSTAM24 1465 1270 FL1901.61 WALL SHEATHING SPECIFICATION w/ 12d NAILS ® 3" INSIDE FACE OF CHIMNEY 5-'/4"x2-'/4 TITENS FULL HT ANCHORS. SEE DETAIL 13/S2.1 FOR BOX GIRTS REQUIRED BETWEEN O.C. (TYP EA. SIDE) FRAMING. (TYP) CONTRACTOR SHALL COM CONSTRUCTION SPECIFICATIONS: WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. MIN. O ", HEATH APA RATED OSB OR Ponrrx�o a AssocaTEs MSTC66 5660 5660 38-16d EA. END FL1901.67 PLYWOOD SHEATHING, NAILED wJ 8d Muco ANY STRUCTLAM FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM). 2500 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED _--_--- ---- -_ -_ COMMON WIRE AT 6" O.C. EDGE AND 6" I MODI�ICATtoNswwfMxcHrw TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE 22-10d TO TRUSS ___ ___ _ --_-- O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALLFROM THE INTENT OF THE MGT 3965 3330 FL1423.15 JOINTS. AT WALLS WITH STUCCO FINISH ` CONSTRUCTION oocut SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR 1-'/z"� ROD TO FTG FlCONSTRUCTI NDOCUME? REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS FASTEN 2 MSTA36 AT DROPPED HEAD PANELS SHALL BE ORIENTED LONG ROOF TRUSSELEVATION IELDALTERMTKINsMADE PROVIDE 3 0 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR 14-SDS'/4x3" TO TRUSS/BEAM O IF HIGH SIDE OF WALL DIRECTION PERPENDICULAR TO WALL STUDS PHD5 4685 4380 FL503.26 INSIDE FACE OF SHEARWALL IS A SHEARWALL, INSTALL ROUGH DROPPED HERO CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. OR BEND AROUND ENDS AT OPENING OR SILL PLATES 55ocwPEs�YRES< 1-5/."o ROD TO FTG DBL. 2x BLOCKING IN MINIMUM FASTENER E.E.EE. ADDITIONAL �FEES (2)2x4 SYP#2 BLOCKING BELOW PLATE NON-SHEARWALL. FIRST (2) STUDS SPACES r. 4'-4" (i)2x4 SPF #2 (4}12d TOE NAILS TOE-NAIL TO TRUSS TOP CHORD WITH REINFORCED CONCRETE: DESIGNED PER ACI 318 LATEST EDITION, f'c = 2500 PSI. (COMPRESSIVE STRENGTHS) U.O.N. 18-16d TO TRUSS/BEAM 4-12d NAILS EACH END (TYP EA. SIDE) HTT16 3480 3080 FL503.20 < 6'-4" (2)2x4 SPF #2 (1)A34 + (2)12d TOE NAILS FULL HEIGHT ANCHORI G MASONRY: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE 1-5/8"0 ROD TO FTG. I < 8'-4" (3)2x4 SYP #2 (1)A34 + (6)12d TOE NAILS SYSTEM, SEE SCHEDULE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. 32-16d TO TRUSS/BEAM I < 12'- " 2 2 (2)A35 + 6 12d TOE NAILS ON 1/S1.1 GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN 0 (3) x6 SYP # ( } ( ) HTT22 5250 4670 FL503.21 JACK AND KING STUDS REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL 1-5/s"o ROD TO FTG. PER HEADER SCHEDULE -- ---- - EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 0 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, 20-SDS'/4x3" TO TRUSS/BEAM ROUGH OPENING PER PLAN AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS HDQ8 8325 7210 FL1463.25 �I TYPICAL SOIF PLATE NAILING: 0.131x3" TOE NAILS: BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR 1-7/8"0 ROD TO FTG. SOLE PLATE ANCHORING, (3) 0 2x4, (4) 0 2x6, (5) 0 2x8. I (2)2x4 SYP#2 BLOCKING MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND 6-10d TO HEADER PER SCHEDULE ON 1/S1.1. PT. SYP#2 SILLPLATES 2x4 SYP2 SCAB BELOW BELOW PLATE TOE-NAIL TO I VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE, LAP JOINT REINFORCING SHALL BE LUS28 930 780 FL474.284 SOLE PLATE # I TRUSS TOP CHORD WITH A MINIMUM OF 6". IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD 4-10d TO JOIST BOTTOM PLATO TRUSS TOP CHORD w/TE FACE-NAIL BE NOTIFIED. I (TVP EA. SIDE) I NAILS EACH END 14-16d TO HEADER 12d NAILS 0 3 O.C. (TYPi 4-12d WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE HU410 905 785 FL5808.84 FOUNDATION, SEE PLAN 6-16d TO JOIST � EA. SIDE) PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT - LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF ABU44 2200 5/s"0 ROD w/ 12-16d FL474.21 EQUALLY SPACED SOLE PLATE ANCHORS BETWEEN WINDOWS '/2"0 THREADED ROD ANCHOR BOLT w/ HOWEVER, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED » " GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. s " < 4'-4" - (1) ANCHOR OR < 8'-4" - (2) ANCHORS OR <12-4 - (3) ANCHORS 1'/2" PLATE WASHER Q,FULL HT. ANCHOR 8 p/2FROM 1SOLEABU66 2300 /s 0 ROD w/ 12-16d RI 725.1 TYPICAL WALL FRAMINGMAX. - MIN. LATE BREAK j PLAN V J V RETROFIT REBAR/R00 INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, PA51 1690 9-16d (EMBED ANCHOR) FL474.335 ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO 1! Z HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/s" LARGER THAN THREADED ROD SIZE. (U.O.N.) S2.0 1. REFER TO S1.1 FOR MINIMUM EXTERIOR BEARING WALL SCHEDULE. TOP OF ROOF ATTACHMENT ROOF OR FLOOR BEARING ELEVATION, U.O.N.. ON PLAN. 2. USE SPF#2 OR BETTER FOR ALL WALLS. SHEATHING SPECIFICATIONS: SET SIMPSON EPDXY-TIE FL402.30 10-16d TO STUD/SEAM/POST IWOOD FLITCH BEAM: HIOF CIL H12F. '/t" CDX PLYWOOD FLITCH. FASTEN w/ coNsmUC110N ADHESIVE AND NAILED. � < SHINGLE ROOF MIN. %6% 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 LTT208 1750 1675 FL474.264 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" 1-1/2"0 ROD TO FTG. 2 PLY 3 PLY 4 PLY PARALLAM FASTEN (2) 2x4 EXT. STUDS TO OF ROOF EDGE). LSTA12 805 695 10-10d FL1901.30 BEAM. BEAM. BEAM. (3) ROWS bJ,"0 PSL BEAM, ? HEADER BELOW w/ (2) CS20 STRAPS TILE RAF MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w 0,113x2" RING SHANK ® 6" O.C. EDGE HEX HEAD THRU PER PLAN. 9-8d NAILS EA END. (TVP. EA. END) / CS16 1705 13-8d FL1901.30 iN I u & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF BOLTS wj HEX \ NUTS..& WASHERS 1 y EDGE)• BRICK LINTEL SCHEDULE & MISC. BRICK SPECIFICATIONS AT 24" O.C. CY v (2) 2x HEADER (2) 2x HEADER ? FASTEN (2) 2x4 EXT. _ � � � WALL MIN. 7/,,", 24/16, APA RATED OSS OR PLYWOOD SHEATHING, NAILED w/ 8d COMMON WIRE AT 6' O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, LINTEL DIMENSION MIN. BRG. MAX. SPAN O - O STUDS TO HEADER ,r s » BELOW w/ (2) CS20 FASTEN MULTI-PLY PANELS SHALL BE ORIENTI�D}ONG DIRECTION PERPENDICULAR TO WALL STUDS. 2 ROWS IRE 3 ROWS t6d (2) ROWS /6 0 HEX HEAD THRU BOLTS 2x SPF DIAGONALKBLOCKING-WINDOW � STRAPS 9-8d NAILS STUD, PER 5/52.0.COMMON WIRE COMMON WIRE BLOCKING FASTENED LLL3'j2x3'/:x'/4 4" 6'-0" AT 12" O.C. AT 12" O.C. w/ HEX NUTS & " EA END. (TVP.) (BOTH ENDS)TYP.FLOOR 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD EA. SIDE. EA. SIDE. WASHERS 0 24" O.C. w/ 3-0.131"x3 EA. SHEATHING MAY �L4x3'/s"x'/4 6" 8'-0" END TYPICAL. EXTEND 2" PAST» ►► PORCH 3 2 GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6 O.C. EDGE AND FIELD L5X3'/2"x'/4 6" 10'-0" 3 ,� 31�1 WIDE MULTI-PLY ATTACHMENTS MUST 2x SPF DIAGONAL TYPICAL (2)2x6 HDR. AT i MAIN /a (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6 O.C. EDGE AND FIELD 1I /i WIDE MULTI-PLY LVL PARALLAM BEAM ANCHOR INTO 2x BLOCKING FASTENED ELEV. OF TOP PLATE. HOUSE L6X3/2"X/4 6" 12'-0" LU WHERE HARDIPANEL SHOWN USE 5/16- HARDIPANEL SHEATHING FASTENED WITH 6d COMMON NAILS OR MATERIAL. w/ 3-0.131"x3" SHEATHING. FASTEN TO STUDS EXTERIOR < 11ga. 1'/2"ig GALV. ROOFING NAILS 0 6" O.C. EDGES & FIELD. IF SW-1 IS SHOWN. PROVIDE WOOD PANEL L7x3'/2"x'/4 0 6" 16'-0" 1/z" 'J2" 1'J " � EA. END TYPICAL. IN UC26-2 I WALL. HARDIPANEL SHEATHING AS INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL " O I I HANGER (TVP.) 1. STEEL LINTELS TO BE MINIMAL 36 LINTEL MUST HAVE CORROSION 3 ROW OF 10d HEAD PLATES AND I I SHEATHING » NAILS 8" O.C. 2 2x MIN. < 4'-2" IF MORE FASTENERS, PER 4/S2.0. I BLOCKING AT 48 MAX RESISTANT COATING OF EPDXY BASED PAINT. ( ) STAGGERED ! f 2. LINTEL MORE THAN W-0". SHOULD BE LATERALLY SUPPORTED NOT (1) ROW OF 10d THAN 4'-2- SEE 4/S2.O ROOF AND CEIUNG FRAMING, REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES. PROVIDE SOLID BLOCKING AT NAILS 0 6" O.C. N a a SIMPSON A35 CLIP L SHEATHING JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED TO EXCEED 6 FT. O.C. w/ 1-'/4x3" WD. SCREWS INTO HEADER PROVIDE STAGGERED TYPICAL BOTH ENDS ROUGH OPENING 1 TO BLOCKING WITH PANEL-END NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE SYP#2. A 1/2" VERTICAL SLOTTED HOLE FOR SCREW. (1) ROW OF IOd SEE ARCH. SIMPSON HTT22, I • NAILS 0 4" O.C. ROUGH OPENING U.O.N. I OVERLAP SIDE < CURVED WALLS: SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. SHEATHED WITH %" COX PLYWOOD INSTALLED WITH THE 3. BRICK VENEER SIDING: HORIZONTAL TIES 0 24' O.C., VERT. TIES STAGGERED1 WALL TOP PLATE /„ STRONG AXIS VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE WALL. FASTENING SHALL BE WITH 8d 0 16" O.C.. PROVIDE ' "0 WEEP HOLES 0 33" O.C. IMMEDIATELY SEE ARCH, I AS SHOWN (TYP.) I COMMON WIRE NAILS A 6" O.C. EDGE AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" DEEP GLUED ABOVE FLASHING. 2x4 SYP STUDS AND NAILED PER SHEATHING SPECIFICATIONS. ARCHED TRANSOM ARCHED WINDOW AT 16" O.C. (TYP) MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q$ BE RESPONSIBLE FOR CONSTRUCTION WOOD MEMBER FASTENING SCHEDULE UON ON PLAN. x4 �- 22a ELEVATION PLAN 1 MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY LLJ 1. TVP. CONNECTION AT STUD COLUMNS, JACK-TO-KING ASSEMBLIES, CORNER POST° ETC. NOTE: TRIM WALL SHEATHING TO MATCH OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONNECTION 2, SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS RADIUS WINDOW FRAME 8Y t 1/2" SIDE OF BUILDING ATTACHMENT MEMBERS TYPE LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL TOP OR SOLE PLATE TO STUD FACE NAiI, 2-16d ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED STUD TO SOLE PLATE TOE NAIL 3-16d 5 BUILT-UP MEMBER FASTENING 6 RADIUS WINDOW FRAMING 7 PLATE BREAK DETAIL Uj L PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS 52.0 S2.0 S2.0 CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. TOP PLATE, LAPS/INTERSECTION FACE NAIL 2-16d CONT. HEADER, TWO PIECES FACE NAIL 16do 16" O.C. O EDGE QUICK TIE ANCHORING SPECIFICATIONS: JOIST/TRUSS TO PLATE TOE NAIL 2-16d CONVENTIONAL ROOF CONT. HEADER TO STUD TOE NAIL 3-16d FRAMING, PER CONVENTIONAL FLOOR JOIST SCHEDULE CEILING JOIST SCHEDULE ROOF SCHEDULE BELOW. THE QUICK ANCHORING SYSTEM SHALL CONSIST OF GALVANIZED "AIRCRAFT" WIRE ROPE WITH THREADED STUD SWEDGES CEILING JOIST TO ROOF RAFTER FACE NAIL 8-0.131x3" CONVENTIONAL FLOOR FRAMING: FLOOR FRAMING SHALL BE SYP#2 OR EACH END AS MANUFACTURED BY QUICK TIE PRODUCTS, INC. JACKSONVILLE FLORIDA. QUICK TIES SHALL BE ORIENTED BETTER. FLOOR JOIST SHALL BE SIZED IN ACCORDANCE WITH FLOOR JOIST UPLIFT CONNECTOR AND VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE. QUICK TIES ARE TO BE INSTALLED AS DOUBLE TOP PLATE FACE NAIL (oizROWS.st,°ccREo ALL ROOMS EXCEPT SLEEPING & ATTIC JOIST MAXIMUM SPAN SCHEDULE. AT RIGHT LION PROVIDE RIM JOIST CONTINUOUS AROUND ALL 2-12d TOENAILS EACH FLOORS - 30 PSF LIVE LOAD { ) 2x8 SYP#2 INDICATED ON PLAN AND THE ON CENTER SPACING PER SCHEDULE AT BOTTOM OF FRAMING PLAN. HARDWARE (SYP #2) ®24" O.C. 016" O.C. OPENINGS IN FLOOR SYSTEM AND AROUND PERIMETER OF FLOOR. NAIL THE SIDE OF RAFTER. # (1) A35 CLIP FRAMING NAILS (SIZES) FLOOR RAFTER SPACING MAX SPAN " » RIDGE BEAM '/4"0 (QT) & %"0 (QT3) SHALL HAVE A MINIMUM ALLOWABLE CAPACITIES OF 2850# AND 6540#, RECEPTIVELY. QT WIRE FLOOR JOIST E THE RIM JOISTS w/ 6-16d NAILS. WHERE FLOOR JOIST EA. RAFTER. NAIL SIZES (gyp #2) 2 x 6 11 9 12-9 ROPE SHALL BE PRE-TENSIONED TO ELIMINATE THE CONSTRUCTIONAL STRETCH AND RELAXATION INHERENT TO ALL BUTTS INTO BEAMS AND ARE NOT SUPPORTED FROM BELOW BY WAIL OR . NAIL NAIL SIZE NAIL NAIL SIZE 12 10'-9" 2 X 8 15'-0" 1T-0" BEAM, USE 1690 FACE MOUNT /01ST HANGERS SIZED TO MATCH JOIST AND HELICALLY-LAID WIRES AND STRANDS, THE PRETENSIONING FORCES REQUIRED AT INSTALLATION SHALL BE AS RECOMMENDED REF. REF. REFER TO HARDWARE 2 x 10 19'-0" 21'-6" INSTALL ACCORDING TO THE MANUFACTURERS SPECIFICATIONS (FILL ALL NAIL 2x6 SYP#2 AT 24" O.C. BY QUICK-TIE PRODUCTS IN ORDER TO YIELD A RESIDUAL TENSION EQUAL TO THE ABOVE NOTED ALLOWABLE CAPACITIES. , , » CHART THIS SHEET 2 x 6 16 9'-9' HOLES). PROVIDE SOLID BLOCKING NAILED THROUGH JOIST INTO END OF Sd. 0.131 x 2-/= 12d. 0.148 x 3-/4 " 8-0.131x3" COMMON FOR NAIL SIZES 2 x 12 23'-3" 26'-3 24 8'-6- BLOCKING w/ 4-16d NAILS IN SPANS AS FOLLOWS: 4-16d TOE NAILS AT EA. END OF CEILING QUICK TIE INSTALLATION REQUIREMENTS: ALL QUICK TIE ANCHORAGE SHALL BE INSTALLED BY A FACTORY TRAINED AND 1Od. 0.148 x 3" 16d. 0.162 x 3-1/2" ATTIC DESIGN CRITERIA.- CEILING JOISTS PER TABLE EACH RAFTER TO JOIST TO ROOF RAFTER LICENSED INSTALLER. QUICK TIE MUST BE TENSIONED ACCORDING TO THE DIMENSION INDICATED ON TAG ON EACH QUICK TIE 12 14'-2" 10 PSF DL, 15 PSF LL 1. SPAN < 12' - BLOCKING NOT REQUIRED AT RIGHT w/ 8-12d COMMON AND INSTALLED ACCORDING TO MANUFACTURERS INSTALLATIONS INCLUDED IN EVERY BOX OF QUICK TIES. " WIRE NAILS EA. END INTO DOUBLE TOP PLATE (TVP) 2 x 8 16 12-10 PROVIDE SOLID BRIDGING AT 2. SPAN 72'-�8 - {1) ROW 24 11'-0" MAXIMUM SPACING OF 8" O.C. 3. SPAN > 19 - (2) ROWS RAFTERS. (TYPICAL) LNUEAR REFER TO 1 12 18'-0" AND AT JOIST BEARING ENDS 0:Z # °d a° DO NOT SCALE DIMA DIM • 2x6 SYP#2 CEILING JOIST " �A�^ s F A DIM THREADED ROD ANCHORING SPECIFICATIONS: NOT NAILED TO ROOF RAFTERS. RIM BOARD /► � 2 x 10 9 6 16'-1" CONTACTTHE E,OJ THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF '/2"0 A307 THREADED RODS, ORIENTED VERTICALLY AND 24 13'-1" V(1) H3 CLIP EA. END OF JOIST.ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE. COUPLERS MAY BE USED IN CASES WHERE ONE 12 21'-9" WHEP) USE DETAIL CONTINUOUS ROD IS UNFEASIBLE. RODS ARE TO BE INSTALLED AS INDICATED ON PLAN AND THE ON CENTER SPACING PER FLOOR JOISTS PER NOTED SPECIFIED C SCHEDULE AT BOTTOM OF FRAMING PLAN. ABOVE THE TOP PLATE, PROVIDE A 3"x3'0/4" OR 3"x3"x'/a"PLATE WITH 1'/z"0 2 x 12 16 18'-10" CONVENTIONAL ROOF SCHEDULE TABLE AT LEFT. WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYPICAL) 24 15'-5" ASPHALT SHINGLE CONCRETE TILE ROOF RAFTER UPLIFT CONNECTOR 0 CONVENTIONAL ROOF FRAMING: DATE AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE '/4" LARGER THEN THE DIAMETER OF THE THREADED ROD " SEE CONVENTIONAL FLOOR FRAMING IN (SYP #2) MAXIMUM SPAN MAXIMUM SPAN 08.28.07 USED. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED WITHIN HOLE. RODS MAY BE SLANTED FROM TRUE CONSTRUCTION SPECIFICATIONS. 024" O.C. 016" O.C. 024" O.C. 016" O.C. DBL. TOP PLATE PRE-ENG TRUSS 1. AT CONVENTIONAL FRAMING LOCATED OVER OTHER ANCHOR WALLS TO FRAMING w/ MTS30 AT 32" O.C. VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE ROOF FRAMING, SEE LEDGER BOARD DETAIL 16/52.1 WHEN OVERFRAMING FALSE DORMER OVER ROOF TRUSSES DESIGN/DRAM THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER N A SNUG-TIGHT CONDITION PLUS ONE-HALF TURN OFA 2 x 6 9'-6" 11'-6" 8'-6" 9'-9" (1)H3 Qg 4-12d TOE NAIL (1)A35 OR 4-12d TOE NAIL FOR ATTACHMENT OF OVER FRAMED RAFTERS TO MAIN PROVIDE 2x4 BLOCKING BETWEEN TRUSSES 0 16" O.C. LAP/MRC „ " RAFTERS. STANDARD WRENCH (APPROXIMATELY 30 ft.-Ibs. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING; 2 x 8 13'-Ow 15'-0 11'-6 13'-0" (2)H3 DR 8-12d TOE NAIL (2)A35 .0 8-12d TOE NAIL FASTEN BLOCKING EACH END w/ SIMPSON A35. CONTRACTOR SHALL RE-TIGHTEN NUT TO 30 ft-lbs. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO 2 x 10 16'-6" 19'-0" 13'-9" 17'-0" (1)MTS12 (2)A35 ' » CHECKED INSULATION. FURTHER IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE THAT THE ROD NUTS MAINTAIN THIS TIGHTENING O 2. WHEN USING TWO H3 CLIPS ON 1/2 WIDE LUMBER, AFTER DRYWALL IS INSTALLED AND THE BUILDING IS READY FOR OCCUPANCY. 2 x 12 19'-0" 23'-0" 16'-3" 19'-9" (2)MTS12 (2)A35 PLACE CLIPS DIAGONALLY ACROSS DBL TOP PLATE LAP FROM EA. OTHER. SHEET ALL THREADED RODS SHALL BE DRILLED AND EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURE FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4 FRAMING AND 3" FOR 2x6 FRAMING. PROVIDE 6" OF EMBEDMENT FOR MONOLITHIC CONCRETE AND 12" EMBEDMENT FOR STEMWALL, CMU, AND ICF INSTALLATIONS. 9 CONVENTIONAL FRAMING DETAIL AND SCHEDULE WEN 10 DORMER ROOF FRAMING S2m ( S 2.0,J 0TED S2.0 NOTE 2 NOTE 2 NOTE 2 ,i -- N, D 6" MAX--j A 6' MAX Li / WHERE ANCHOR IS Ae a / \ FULL HT ANCHOR TERMINATES SPECIFIED ON PLAN w PLAN I x I A / CONVENTIONALLY STRAP AT UPPERMOST TOP PLATE ADJ. TO NCH GIRDER/BEAM TRUSS UPLIFT TRUSS UPLIFT TRUSS UPLIFT 1 1 WHERE MAX. ANCHOR w/ NUT AND WASHER. LOCATE ANCHOR WITHIN B PLATE 6" OF POST. CONNECTOR PER CONNECTOR PER TO STUD CONNECTOR PER I SPACING IS EXCEEDED C B C • PLAN & SCHEDULE. PLAN & SCHEDULE. PLAN & SCHEDULE. CONN. 1 1 FULL HL DOUBLE FULL HT. FULL HEIGHT FULL HEIGHT \ / I I F I I I I I SOLE PLATE ANCHOR TOP PLATE. ANCHOR THREADED ROD QUICK TIE FASTEN SHEATHING TO LOWER / I I I 1 ! I I ROSES ARCHING ROSES ARCHING TOP PLATE PER EDGE NAILING / POST PER SEE 4/S2.0 FOR ATTACHMENT OF S » / I I I I I I I I Lou Ponti o and NOTE 1 NOTE 3 NOTE 1 NOTE 3 NOTE 1 NOTE 3 REQUIREMENTS. ADD 8d ® 6 I I I I I I (PLAN I B OR POST. STUD DROPPED HEAD FRAMING (TYP) Associates, Inc. O.C. TO UPPER TOP PLATES WHEN FULL HEIGHT ANCHORS ARE > 6'-0" O.C. I I I i ! I ► ! j LOWERED HEADER RAISED HEADER STEEL COUPLER SOLID BLOCKING 496 Osceola Avenue PPTIONAL, LOCATE AT TOP PLATE I I t j j j WITHIN FLOOR i . , .: ELEVATION UPLIFT ANCHORING SYSTEM UPLIFT ANCHORING SYSTEM Jax. Beach, Florida 32250 AS NEEDED) FLOOR TO FLOOR I ! I I I ( I(TYP) I e w WALL STUD" Ph.242-0908 Fax.241-955 STRAPPING !- - A OR POST 3 CA#8344 Fi00R TRUSS OR JOIST I I I C s FULL HT. FAX. Ott 1 �N• STANDARD UPLIFT HIGH UPLIFT I LABEL <60 Aa, PER COMMON 7WSS <1210" PER COMMON TRUSS -1- - - - - _ .I -) I-I- - - ANCHOR QUICK TIE. I CONTACT US wm-I YOUR CONh4EN rs FLOOR FLOOR FLOOR RAISE WALL SHEATHING FULL HT. I I I I I I I I I COMMENITS@LP-A.COM FRAMING FRAMING FRAMING + ANCHOR I I I AT SILL PLATE AT TOP PLATE t�A 209a STRAP 0 32" O.C. 20go STRAP 0 16" O.C. /2" FROM BOTTOM OF � ( ( I ! AT OPENINGS > 4'-2" I 1 SOLE PLATE. \ TERMINATES ! HEADER, I I ATTACH TOP PLATE TO I (POST TO I }� B 20ga STRAP 3 20go STRAPS 1 AT FLOOR I YPICA I ! HEADER WITH LSTA12 I I POSMATH ABOVE I OO ( ) FOUNDATION, FOUNDATION, PLATE FOUNDATION, C FULL HEIGHT ANCHOR I I I I BENT OVER w/ 5-10d I i t I ► FULL HEIGHT ANCHOR INSTALLATION CHART PER PLAN, PER PLAN. TO STUD PER PLAN, I EMBEDMENT I I I I INTO TOP PLATE AND I I I I ► • PROVIDE 5/a"m ROD OR QT3 OR (2)1/2"0 THREADED ROD OR S A P 0 N T 1 6 0 P f CONN. 1 SEE 3/S2.1 I I I I 5-10d INTO HEADER. I I I I I FULL HT. A B C DQ E F (2) QT. PLUS HTT20 AT BASE CONNECTION KING STUDS TO � 2" MIN. I I I I I ► ANCHOR TOP PLATE SILL PLATE CONCRETE WASHER EMBEDMENT EDGE FOUNDATION. ALLOW THE FULL HEIGHT ANCHOR TO SKEW I I I ! I I HOLE HOLE HOLE SPEC. DEPTH DISTANCE ) AVOIDING THE HTT22 AT BASE. 1 I II 7 3/8 w 9 " " „ 07 \ I I QT /a"m m /,a"m 3x3-/4 4 4" 2/4 3" THREADED ROD QUICK TIE CONVENTIONAL w w , » » i 1 I i I i QT3 1 m /a"0 /a m 3x5/:x/2 6/4" 6/4 3" 3" NOTES: F P \ FULL HEIGHT ANCHOR FULL HEIGHT ANCHOR STRAPPING SEE TABLE AT RIGHT SOLE PLATE ANCHORS FOUNDATION NOT SHOWN + » s s s , , s » » w w I 20go STRAPS SHALL BE BENT MIN. 3 OVER AND FASTEN TO DBL. TOP '533,1 FOR EPDXY ENBEDMENT 6-MAX. FROM /2 ROD /4 m /, 0 /,"0 3x3/2x/2' 6/4 12 3 3 PLATE WITH 5-10d. FASTEN OTHER END TO HEADER/JACKS WITH 5-10d. ` EATHING NOTES: AT SOLE PLATE AND EDGE DISTANCE. KING STUD PER SCHEDULE ON PLAN. a w , , , , „ WALL SHEATHING PER 4/S2.0 & 2/S2.1 /a" ROD 1 m /a"m /a'm 3-3/2x/2" 6/," 12 3" 3" VALto ONLY WHEN ROOF SHEATHING PER 1/S2.0 MONO STEM MONO STEM UPLIFT ANCHORING SYSTEM SIGNATURE I5 IN BLUE•IN FLOOR SHEATHING PER 2/S2.0 , ALTERNATE ANCHORING SYSTEMS 2 SHEATHING NAILING DETAL PROVIDE ULLPSHEATHING ABOVE WINDOWS, AND 3 FULL HEIGHT ANCHORING SYSTEM WHEN 4 HEADER STRAPPING DETAIL AND RAISED SEAL S2, ANCHORING SYSTEM SELECTION PER i 51.1 %,,S2.1,1NAIL WITH 8d 0 3" O.C. EDGE AND FIELD. %,.S2.1,/ IF CONVENTIONALLY STRAP, SEE DETAIL 1/S1.1 OTED S2.1 REVISIONS DATE ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS (1) 1/4" Q.T BOT. CHORD w/ 0.131x3" 0 3" D.C. OR O • ROOF FASTENED TO SHEATHING w/ 8d 0 3" O.C. 1 (1) 11/2" ROD O O TRUSS, ATTACH SW SHEATHING TO ADJACENT X-BRACE 2x4 SYP#2 CATS AT 12" FLOOR OR TRUSS. BLOCK ALL PANEL EDGES. DIAGONAL ! O.C, FASTENED TO TOP ROOF TRUSS. NAILING TO MATCH SHEARWALL, FOR RATED ROOF PERP �` I PLATE w 4-0.131x3" 11 /4w BOTH ALTERNATE B AND C. SHEATHING FASTENED TO C SHEATHING. / COMMON. TRUSS MEMBER OR 1 ---------I -------IIIHt --------- - 1 " MAX. - TOP PLATE w/ 10d 0 3" O.C. it BOT. _ A OR) /4 Q•T FELD ALTERATION \I T . . '. CHORD. -I ______ --- (2) 1'/2" ROD a" MIN. " MIN. 72, SYP#2 CONT. ATTACH ---------FASTEN CATS EACH END w/ MAX. \ ®3 EA16d A - I III- --III -"---'--- O O �w��TOP PLATE AND TRUSS MAKJM ANY STRUCTURAL FEW 3-0.131x3" COMMON TOE NAILS » » AVERT• 4-16d I I w/ 0.131x3 0 3 O.C. EDGE OF MOM THE INTENT OFU I MAY MARL 2x MAY OVERHANG TOP PLATE. SHEARWALL �� (TYP.) 2x4 BLOCKING I. I 2 s/a• Q.T FROMTHE INTENT of THE oRIGw�L SHEARWALL OR SHEARWALL I I ) • -- • CONstlzUclxxd oocUMElvra Arlt MADE PRIOR TC EXTERIOR WALL A QUIC w/ 12" O.C. I I B (2 a " ROD . BEING APPRDVEELD TD BSY LOU PON T1W 8 ' � SHEARWALL Q$ � I O /a ASSOCIATES MAY RESULT IN ALTERNATE A ALTERNATE B ALTERNATE C `�� 4-1sd MITER GLASS ADDRCIATESNIGINEESULTIN (TYP.) DETAIL HEAD FRAMING. SW-1, SW-2, SW-3 SW-1 AND SW-3 SW-24 a�sPECTioN�Ps q ROOF FLOOR DECK 10d 04"O.C. �. `� A A THREADED ROD CONVENTIONAL CONVENTIONAL ' 3 • I,a" OSB DIAPHRAGM FASTEN TO TRUSS. +�` B OR • • • IAILER w 1 ROW 8d 0 3" O.C. A N, \ OR /a" O.T / O __ (A - PULL HT ANCHORS A)- UPPER TO LOWER STUDS IJA -' UPPER TO LOWER POST � (2) a/a ROD fEN TO TOP PLATE w/ (2) ROWS 7/,e" OSB A. PROVIDE 2x4 SYP#Z UPRIGHT FROM TOP SW-1: (1) 5/a" OR (2) '/2"m ROD SW-1: (3) CS16 STRAPS HHDO1I w/ 1"m THREADED ROD. e" MiN• • Z • i OF 8d 0 3" O.C. BLOCKING TO BOT. CHORD OF TRUSS AT EA. X-BRACE SW-2: (2) 5/a"m ROD SW-3: (2) CS16 STRAPS PANNEL SHEARWALL NOTES: IF VERTICAL IS NOT PRESEN + " ©- FOUNDATION ANCHORLn 2x4 SPF FRAM NG 1. ANY ALTERNATE MAY BE USED AT ANY SW, EXCEPT AT SW-2. USE ALT. D. SHEARWALL Q3 ( T) SW-3: (1) /2 m ROD O w. END STUDS TO FOUNDATION HHDQ11 • SYP 2 2x4 NAILER FASTENED ALL AROUND SW-1: HTT22 OR PHD6 # MITER GLASS B. 2x4 SYP#2 HORIZ. MEMBER w/ 16d 0 TO TRUSS BOT. CHORD w 2. USE ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRUSSES. HEAD FRAMING. SW-3: HTT16 OR PHD2 / 4" O.C. TO BLOCK BELOW. MEMBER LENGTH (2) ROWS 0.131x3" 0 3" O.C. 1 + INTERIOR 3 WHEN SW IS PERPENDICULAR TO ROOF TRUSS SEE DETAIL 6/S2.1. SHALL BE AT LEAST 8' BUT NO LESS THAN NOTES: __ THE LENGTH OF THE SHEARWALL. SHEARWALL. 1. CORNERS, TEES, JACKS, AND KING STUDS CAN BE USED AS SW-2 REQUIRED STUDS WHEN LOCATED ADJACENT TO FULL HT. ANCHOR. 5-16d NAILS C. 2x4 BLOCKING BETWEEN TRUSSES ALONG t ALTERNATE D ALTERNATE E (TYPICAL) TOP AND BOT. CHORD, w/ 4-12d TOE NAILS 2. SHADED STUDS ONLY REQ'D WHEN USING QUICK TIE SYSTEM. EA. END (TYP) 3. O INDICATE ALTERNATE LOCATIONS. 5 SHEARWALL ATTACHMENT AT ROOF & FLOOR WHEN 6 LATERAL TRUSS X BRACING 7 TYPICAL SHEARWALL ELEVATION 8 SHEARWALL END STUDS CONFIGURATIONS Uj 52,1 OTEO S2.1 S2.1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. S2.1 MINIMUM 2-PLY TRUSS f OVERLAP•SIDEWALL TOP PLATE s/a"m THREADED ROD THREADED ROD w/3x3x'/4" PLATE (3)/, 0 Q.T. (ONE IN SIDEWALL) i TYPICAL HIGH UPLIFT ALTERNATE DETAIL SCHEDULE LSTA12 0 16" O.0 LSTA12 0 16" O.0 (3)'/,"0 Q.T. ANCHORING SYSTEM LSTA12 0 16" O.0 FULL HEIGHT ANCHOR 1 DETAIL CONNECTOR FASTENERS TO CONN. UPLIFT FULL HT. (2)HTSiB DBL. TOP PLATE. DBL. TOP PLATE. (ONE 1N SIDE-\, /2 TRUSS/LVL HEIGHT CAPACITY ANCHOR BA PHDS 14-SDS '/.x3" 11'/2" 4685 M/8"0 OR QT3 '/z" PLYWOOD WALL) MAX SPACER BETWEEN ALWAYS PLACE I' '� i 86 HTT16 OR QHD2 18-16d 16" 3480 %"o OR QT3 • • • . • • 8C HTT22 32-16d SINKERS 22" 5250 s/e"a OR QT3 (4)MS24 MEMBERS. HEADER AT ATTACH GARAGE DOOR TO " ' i TOP OF ROUGH UPRIGHT BUCK EACH SIDE TMIN. (3)2x12 HEADER o 0 0 ® .. QT OR '/2"0 ROD MSTA24• FLAT STRAP OPENING GARAGE HEADER. MIN. (.) ON PLAN. 6 M22 6 6 8D SEE DETAIL SEE DETAIL 12" 6371 %"R OR QT3 MSTC66 ON TOP OF EACH JACK STUD. a WITH (5) '/,"x 3'/2" LAG GARAGE HEADER. " ' '' EXTEND HEADER . 8E SEE DETAIL SEE DETAIL 6" 7920 '/2"0 OR QT TRUSS AND DOWN SCREWS EVENLY SPACED. 9 TO 8F HDQ8 20-SDS '/4x.3 14" 8325 '/a"a BUILT-UP OUTSIDE FACE OF POST. PLAN VIEW MSTA24 FLAT STRAP { .. i 4x POST, � a i 2)2x6 SPF 2 8G HHDQ11 24-SDS '/4x2'/2" 183/4" 11445 1"o QHD2 OR HTT16 GARAGE IMND ALL UPLIFT 5660 PG. 35 n AS SHOWN. SIDES OF WALL EACH JACK STUD. 1 / FAR SIDE OF WALL SHEATH BOTH I 8H HHDO14 30-SDS ' 4x2'/2" 21'/2" 14700 SEE PLAN, MINIMUM 2-PLY < 3-6" 8 CURB/STEMWALL BELOW DETAIL 1"m (2) ROWS (2)2x6 JACK STUDS x . A LVL OR TRUSS (2)2x6 JACK STUDS n OF 12d AT (2)2x6 KING STUDS ADD SIMPSON PA51 STRAP WHEN GARAGE WING WALL SECTION ... I I ,, 4'-0"x4'-0" PIECE OF WALL 2" O.C. VERT. (2)2x6 KING STUDS N 1 SHEATING INSTALL AT UPPER CONNECTOR, PER TRIM OVERHANG i� . " GARAGE WING WALL < V-6" (3)2x6 w 1 LL MINIMUM 2-PLY TABLE ABOVE. DETAIL SD FOR PLACEMENT II • • EMBEDDED IN CONC. FILLED STEM JACKS I I =��ED AS SHOWN) r LVL OR TRUSS OF STRAPS SIMPSON PA51 STRAP EMBEDDED IN ., GIS ON EA. sl . " DBL. TOP PLATE • • WALL. FASTEN TO KINGS w/ GARAGE THICKENED SLABEDGE. FASTEN SIMPSON PA51 STRAP AND (1) E 3 2x STUD CORNER KING. 31 E } 6 O t8-16d NAILS. FULL HEIGHT w MINIMUM QGT ✓ TO JACKS w/ 18-16d NAILS. •• " , " ANCHOR I FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS 2-PLY (2) HTS20 3s/a TO 5/i TRUSS (AVOID NAILING P.T. SOLE PLATE-, 2x6 P.T. PLATE IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING FROM OPP. SIDE) THICKENED SLAB EDGE (STUDS, BLOCKING & SILLS) TYP. r TOP PLATE AT GARAGE OPENING. 16" MIN. EMBED. M 1 FULL HT, 5/a"m ROD OF QT3 BUILT-UP FULL HEIGHT DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS BUILT-UP POST, ANCHOR EA. SIDE OF TRUSS POST s OF PA51 IN CONC, MSTAM24 ALTERNATE FOR PA51 STRAP a 4 H Iwo /e"0 RDD FILLED STEMWALL. O; SEE PLAN FOR ATTACHMENT O � QT3 ANCHORS (2) MSTAM24 FLAT STRAPS EACH SIDE OF :: .• i AT FOUNDATION (2) EA. SIDE QT OR '/2"o ROD STEMWALL TO JACK STUDS FASTEN TO s/8»m THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN STEMWALL w/ (5) 3/16 TITAN MASONRY , » j LOW HEEL STUDS) DRILLED AND EPDXIED w/ 12 EMBEDMENT & 3x3-/, WASHER. -jaRAISED BEAM AT END THICKENED SLAB EDGE CSCREWS AND OMMON WIRE TO ST DS w/ 9-10d n BUILT-UP POST, TRUSS CONNECTION EDGE EAT GARAGE 11 TYPICAL CONNECTION SEE PLAN. QHD2 OR DETAIL 8J WALL CONNECTION AT GARAGE HTT16 DETAIL 8H OPENING. DETAILS 8A. 8B, 8C. 8F w a OPTION A: GARAGE WING-WALL < 3'-6" MTM 9s GARAGE WING-WALL < 3'-6" •1 9 '` GARAGE WING W ARA CENTER A VA N PA51 STRAP (EMBEDED) w/ 9-16d NAILS TO STUDS Q& (2)MSTAM24 FLAT aaas_ DETAIL-8E 1. STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMIL R. STRAPS FASTENED TO CONCRETE WITH (5)'/,e"m TITEN MASONRY SCREWS AND TO STUDS w/ 9-10d COMMOM NAILS TO EACH. 2, IF GARAGE WIND WALL > 3•-6", OMIT PA51 STRAP 10 TYPICAL GARAGE HEADER JACK CONNECTION DETAILS „ GARAGE PORTAL FRAME DETAIL j ry WHEN 9 HIGH UPLIFT TRUSS BEAM CONNECTIONS WHEN / WHEN OTED 3. ALWAYS PLACE GARAGE HEADER AT TOP OF ROU OPENING. O S2.1 0 S2.1 MIN. PER MULTI-PLY NAILING DETAIL ON 5/S2.0. 0 S2.1 i WALL SHEATHING Id COMMON WIRE NAILS _ 2x4 BLOCKING BETWEEN EA. TRUSS. '0 BLOCKING 0 3" O.C. / \� ATTACH AT EACH WALL STUD w/ 3-16 / NAILS AT EA, FRAMING INTERSECTION. 1 (MIN. OF 6-16d BETWEEN EACH TRUSS) DET DBL. TOP PORCH HEADER, , 1 A SHEATHING CONT. PLATE SEE PLAN. Q AT GIRT/VERT \ // Z i,� JOINT. BLOCKING ABOVE WALL STUDS WALL STUDS 8d COMMON NAILS O a i DBL. TOP HEADER TO UNDERSIDE AT 16 O.C. AT 16" O.C. AT 3" O.C.(TYP) 2x12 OR (2)2x6 SYP#2 LEDGER, Li F 2x SPF RIPPED TO PLATE Of TOP PLATE. FASTEN TO ROOF FRAMING BELOW PERPENDICULAR TRUSS IF NO JACK STUD IS INSTALLED FIT ARCH. DEPTH ' REQUIRED. DROPPED PORCH w/ 4-12d NAILS AT EACH RAFTER. I DETAIL B THEN FASTEN w/ SC35F ON INSIDE HEADER, SEE PLAN. ROOF SHEATHING FACE WITH 6-12d TOE NAILS T&B. DETAIL AMIN. (2)2x4 BELOW. OVERFRAME RAFTERS, SEE PLAN. OPTION A ROOF TRUSS ROOF TRUSS 00 NOT SCALE DIMENSIONS FROM WALL THESE DRAWMGS IF A DIMENSION 6 SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER UNCLEAR REFER TO•� SHEATHING 2x6 OR 2x8 T&B TO TO EACH STUD, PER ATTACH TO EACH STUD 1 SIMPSON F H3 w/ 10-8d COMMON �ALORAWINGSOR MATCH WALL THICKNESS NAILS FROM RAFTER TO LEDGER CONTACT THE EAR. STUD WALL FRAMING DET SCHEDULE BELOW PER SCHEDULE ELOw. 1 a w/ 2x SOLID BLOCKING g w/ 12d 0 8" O.C. (TYP) DBL. TOP PORCH HEADER, 2x4 SPF AT SHEATHING EDGE PLATE SEE PLAN. MIN. (2)2x4 BELOW. A-SINGLE LEDGER R #2 AND LEDGER TO ROOF MEMBER. 8d COMMON WIRE NAILS i' 2x SPF RIPPED TO - BLOCKING VN�IEN USE DETAIL ONLY TO BLOCKING 0 3" O.C. FIT ARCHITECTURAL VERTICAL VERTICAL ALT, TO BOTH H3 ABOVE p�Ep SPECIFIED ON PLA DEPTH REQUIRED. op- REACTION LEDGER SIZE & NAILING PRODIDE MTS12 Q& CS16 DIRECTLY Ii 0-775 2x6 w 5-0.131x3" 1850-2345 2x8 6-1/4"04" SDS SCREWS ROOF MEMBER. BETWEEN OVER-FRAMING RAFTER SHEATHING CONTINUOUS / / 6-/ AND ROOF MEMBER. 1 1 •• a AT GIRT/VERT JOINT. 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-1/4"04" SDS SCREWS DATE ROOF TRUSS / 2 1251-1540 2x10 w/ 10-0.131x3" OR JOIST O w » FOR PERPENDICULAR � SIMPSON HUSC28-2 HANGER 1540-1850 2x12 w/ 12-0.131x3 TRUSS CONNECTION 0" w 6-16d TO HEADER D 08 ��0 CONTINUOUS 2x6 SYP#2 SEE DETAIL B ABOVE. HEADER, PER PLAN 6/164 TO WALL FRAMING. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT LAP/MRG LEDGER FASTEN WITHJ OPTION B LEDGER A NOTES: WHERE A LEDGER IS INDICATED ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING, CHECKED 5-0.131x3" EA. STUD. DETAIL B ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, LAP PARALLEL TRUSS ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE SHEET DETAIL A ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. WHEN 12 WALL ADJ. TO ROOF CONNECTION WHEN 13 BOX BEAM CONNECTION 14 PORCH BEAM CONNECTIONS WHEN 15 LEDGER CONNECTIONS W� 16 DECK LEDGER AT OVERFRAME RAFTERS S2ml OTEO S2.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF OTED S2.1 WIDTH OF MEMBERS TO MATCH WIDTH OF WALL FRAMING S2.1 OPTION A QB C MAY BE USED IN LIEU OF 0 S2 1 TRUSS TO LEDGER CONNECTION ,BY TRUSS DIED S2.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. AND WALL SHEATHING AND STUD FRAMING. OPTION B AT CONTRACTORS DISCRETION ENGINEER. NOT SHOWN FOR CLARITY r