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195 15TH ST PLANS (2) I \\\\\O.o,.\..\•.\\\\\\\\\\\\ \\\\up\\q\\ „�.\\\\\ \ \ \\\\\\\\\\\\\\ \ AA 11A Alk V e t i , i ING FAMILY R NC 15 th: , I `r Street , Jacksonville each Fl 32233 DRAWING INDEX NOTE: SEE SURVEY FOR ADDITIONAL � ARCHITECTURAL LOT/ BUILDING INFORMATION COVER VICINITY MAP, PROJECT INFORMATION & INDEX Sr,�EE OF DRAWING v , A 1 FLOOR PLANS A- x M ROOF & TOWER PLANS, WINDOW & DOOR , G r\ ' SCHEDULES AND DETAILS A J FRONT & RIGHT SIDE ELEVATIONS REAR & LEFT SIDE ELEVATIONS :._ A. L WALL SECTIONS AND DETAILS u WALL SECTIONS _ E-1 ELECTRICAL SCHEMATIC PLANS LOCATION STRUCTURAL s STS I ;STRUCTURAL SPECIFICATIONS -2 FOUNDATION ST== PLAN STO , STRUCTURAL FRAMING NG PLAN ` ST 3A ROOF FRAMING PLAN w" 4 STRUCTURAL FRAMING PLAN r . Ak ST='!A ROOF FRAMING PLAN ST=5 TYPICAL WALL SECTIONS ST 6 STRUCTURAL DETAILS ST " STRUCTURAL DETAILS PROJECT INFORMATION a APPLICABLE CODES: 2010 FLORIDA BUILDING CODE 2010 FLORIDA BUILDING CODE, RESIDENTIAL CONSTRUCTION TYPE: V NA - OCCUPANCY CLASS: R-3 REV I EWE D, 1Z i, CITY OF AN SEEpEEMIT'S FOL ri.DDIT�ON L REQUIREME�'T5 AND COcNDI TIOINS. R: DNi'E { O Z d L �" IV.tS WED pL IS UE p K 2,51, ESID JOU � . 2014 C7C�Y No INBCO F44 SCAN S�C 33'-0" 1 1'-0" 11 CLC 5'-0" 3'-4" 2'-8" 5'-6" 1 5'-6" 2'-8" 6 3'-4" 5' 0" 33'-0" WITH OBSCURE &W/ ] V_0" 22'-0" 1 4 O SAFETY GLAZINGPER ® 0 LINE OF 2nd FL. FBC R308 LO ABOVE 10'-6" I 10-1 1" 7" 70 L3 XXXI I O O linen @ linen O O (� N � CO ---------------- -------- ---- --- o coo ® CE ____________ – / cfl o ---------------- -- °? POST AND POST i � C? \�� ° O ® ° /// o N 4 DECORATIVE WRAP a a / p 3'-4" CL I C C? COVERED I I `� BATHROOM // 0 TLT/ SHOWER PORCH I I \\ N /� O I 9'-4" 3'-4" 3'-10., I I b / `S CoCD TV X LO U O O A I Ico - ® TV C? / 7'-0" >0 co TLT O /� sloped dingL3 0 m - ! BEDROOM 2 o HEADERS sloped cing I L—— 10'4" i — _ M O 3, 4- = Q ————�\—————————— ———— —————— ——— _ — I ,. r1 4 v - - - �; DINING r ----------------- ---- ----- ---- _lo-pe�eiling2'.12 hI-fla-fceili-nc 8'-0" 3-T 2�x - I : 1 0 eTTIIC = O I W I C 1 I I I I ACCEmail ES -- - ---_jco 4'-2" 12-6" 12'-0, 1 I I TYP. I P -- ---- --- -- ---- ----- -- v i; - -�--- I� - - �-------- --- - ---- ----- – NN closet- 4-6 -- –�= 10 2 Tv r------- HALL 8 ---' -------— — — A o0 HEAOE4S LIVING ROOM 1 o 2" ----------- - �U A I TYP. o I I I o I z -4" a . WIC �i�i II I A-4 o? o? I — D00 10 �- ' I o �-- ---- ----- ---- 2, 6„ LAUNDR I I . - ------------- 1 o I - ------------- 00 � � ------ -J WI O QTYP.c I V_0" E L N0U MASTER KITC --T � BATH I i 1 O L? Lu ------ - ;n � � o_ 9 bN LO IFF710'-89'-4" " 1 p 1 I N I I ' J I -------- ------- o -- i I 2 TYf?- I �-–– ui ------ ' I SMOKE ,, ! T -- — ------- OPENINGCa) 10'0" pp WIC A �� --_ E I I LOFT 2/ JFFICE B I DETECTOR, TYP. � .-=- I 11 _ �`n V O o O I —__ tCl)Io1 SOFFIT l� c� --------- -J C/J I _ \ ! I I ® o oiled ceiling, 10'4" O I ; CEILINGI I o PO DER o �xxx Fw �---- - --- Ixx I V-0"flatce1ing _ --- I I CC A 5 8' throughout center G 8„ 5-0" �__ g 0, 7, „ �N R` -�- v FF p L_ -- -— I CASED OPENING Cl) OPENING 04s YIALL 36' O 10'-0" —. — W r n \ �CID�` 6"WALL 21 20 > .I z j 41' x0 b m AH I I 1 � OSET _ -_sloped ce 2' 21 R D� --- O 6-0 i V - I 14 go 13 -------------------------- V '2 10 \OPEN TCy8'-1 a� s'-4' I MASTERIBEDROOM \ < \BELOW ---- b to } •� sP I \ / 7 CLEAR o o Q ILL. r 6"WALL @ %$'GWB TYPE"X"AT FOYERS /X\ o L ----i I ------ - 6 S RLQ i a oo FIRST FLOOR, GAR-AGE-SIDF WALLS TO I / \ o -- - 3 TAc W N / WALL// RAILING TYP. RESIDENCE AND AT CEILING / \ 2 TO RESIDENCE ABOVE \ ° i' 'O @CEILING \ / IN 4'-0" 4'-10" L s o CD ABOVE j 16 UP ------------ 3-8„ O I------------------ 1 z...... 21 R Q =LOFT 1CL CEILING @ +/-9'-1 @, O O Se4t(ng lIN LOFT 1 ONLY - — INEOF2nd - - - - - - - - - - - - - - �LOOR ABOVE a. p °� LINE OF 1st FL 1 3'-0" 6-7" 3'-3" 1 13 BELOW I i I COVERED , 10 j ENTRANCE ------ L ---- ------ ------------------- Y - 1219" III I I xb VERTICAL POST AND P Sf MEMBER, TYP.3 DECORATIVE NRAP I I " 3'-4" 2'-1 Ill 5-2" 5-2" 3'-5" 3' 4" 3'-4 3'-5" CL I I 111Ct CL CL C? 20'-0" I III 20'-0" I I 13'-0" I I I I I 1 ° 9'-2" 10'-4" 13'-6" I I I—BALCONY I I 11 j = O �� 6x6 POST, COORD./W. ' I I III BALKONY STRUCTURAL 0 I BRACKET,TYP. LINE OF BALCONY 1 1 I I I W ----------------ZABQVE -------- ------------------ --- -�I 1 13'-0" 5-0" 13'-0" CONDITIONED AREA: 31'-s' FIRST FLOOR: 1,298 SF JOB No. - - II s i SECOND FLOOR: 1,809 SF II ' V TOWER 229 SF c € } _ DATE 07/25/14 IA I TOTAL CONDITIONED AREA: 3,336 SFXT i SECOND FLOOR PLAN FIRST FLOOR PLAN DRAWN OV 1 1/4 -1 -o NON-CONDITIONED AREA: 1/4"=1'-0" tl` „_ , ° COVERED ENTRY: 61 SFCHECK OV ` GARAGE 411 SF af{ COVERED PORCH 154 SF 1 BALCONY 2nd floor 230 SF TOTAL NON-CONDITIONED AREA. 856 SF MR TOTAL AREA UNDER ROOF: 4 192 SF _ ma i U Copyright Co ri ht 2014 -- Ogy Design, Inc. OF 4!' L 20 30 40 20 • r---------------� DOOR SCHEDULE L---------------J -.- -. �.- - - - -- - -:-.._ MARK DOOR SIZE REMARKS :r .......:: E.........::ersa::>:::::::::�; ............................. E €... o 3'-0"x 8'-0"x2 1/4" ENTRY DOOR it (D o o v v 1 I \ O O I j q LO LO O 16'-0"x 8'-0"x1 3/4" GARAGE DOOR _ CO o E:1O w N w E€ I O PAIR 3'-0"x 8'-0"x2 1/4" EXTERIOR DOOR, FULL HEIGHT GLASS tit N r LU I E,: CO 3 ~ E LU F__ O ...._.... . .W <.. I:...:, o � €I ® 2'-4"x 8' 0"x2 1/4" EXTERIOR DOOR E LO N 5 2'-8"x 8'-0"x1 3/4" 20 MIN. FIRE-RATED N CO \,\ I FIRST FLOOR SECOND FLOOR N N M co I I j OO C D E F © 2'-8"x8'-0"x13/8"r LD ' O WINDOWS `f- T I I I N O I I I E j I I SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG 2'-6"x 8-Ox 3/8" cz I ''' I I WINDOW 0 WINDOW WINDOW WINDOW WINDOW WINDOW � '� � = w 2'-4"x 8'-0"xl 3/8" j E ` I I V-4CO SOFFIT VENT,TYP. W/OBSCURE GLAZING I = - - i € ( I I WINDOW NOTES 0 2' 4"x 8' 0"xl 3/8" POCKET DOOR \ I I I R310.1.1 Minimum opening area 1 Q 3'-0"x 8'-0"x1 3/8" BI-FOLD U Cz _ All emergency escape and rescue openings shall have a minimum net clear � I I opening of 5.7 square feet (0.530 m2). 0 11 4'-0"x 8'-0"xl 3/8" BI-FOLD � •� BALCONY DOOR I IAI2'-8"x 8'-0"xl 3/4" EXTERIOR "' I I Exception: Grade floor openings shall have a minimum net clear opening of 5 12 pp 9 o E „. E I I .:�........... ........: .��,�``'` b ; square feet (0.465 m2). - "v I I 13 PAIR 3'-0"x 8'-0"x1 3/4" EXTERIOR BALCONY DOOR L J L J V V R310.1. b 2 Minimum opening height. 10 j The minimum net clear opening height shall be 24 inches ( 10 mm). �� _ € Iv it; ............ E o •n hei h s 6 : E : - NOTE. LD _ _ ............................... .......................... _ "".......E € E R310.1.3 Minimum opening width. N ALL DOOR TYPES TO BE SELECTED BY OWNER i z! z The minimum net clear opening width shall be 20 inches (508 mm). TOWER j. E j I WINDOWS _ 1- _....................::::::. .. 8310.1. . E c -1 4 Operational constraints i d I the G H _ _ I € s� -� � € I Emergency escape an rescue openings shall be operational from e _ T P. SINGLE HUNG SINGLE HUNG ;;.......,; �....._� _ € I inside of the room without the use of keys, tools or special knowledge. WINDOW WINDOW ,�' f_ t� I NDo NDo 4 DOOR SCHEDULE tit NTS METAL .: METAL ROOFING PANEL SYSTEM ( -' j — 3 I OVER,SELF 72' 104 SHAKE SIDING LO 12 _ _ _ _ _ _ h ELEV: 33'-0" ��N 1 4� T.O. ROOF ABOVE GRADE A- METAL ROOFING PANEL DECORATIVE BRACKET, TYP. 20 SYSTEM, TYP. _ _ _ _ ELEV: 30'-6" TOWER ROOF OD ELEV: 20'-7" _ _ _ _ _ _ _ _ _ _ — — — — — — — — T.O. ROOF I PLATE HEIGHT � 2 LO 6'-0" 6 1� ® ® (D N LO L3O M METAL ROOFING PANEL bo (0 SYSTEM,TYP. 7 _ T 12 4� .� It o oL ELEV: 21'-10" + _ _ _ _ _ _ _ _ _ _ _ — oL ELEV: 21'-10" (V ^, C PLATE HEIGHT PLATE HEIGHT + %2' EDGE CHAMFER VJ O *' . XXXX 6x6 BALCONY POST, ;\ ui TYP. o P.T. 6x6 POST P.T. 6x6 BALCONY O >= POST, TYP.4 } O I U uL3.......... REALING @ 36", TYP. \ oL ELEV: 12'-9" _ SECOND FLOOR BALCONY JOIST END TYPE"B", SEE DETAIL 4 OF THIS SHEET ELEV: 1 1'-1"OILa: o Q PLATE HEIGHT ;: ... .. BALCONY BEAM ' BALCONY BEAM END ' TYPE"A", SEE DETAIL 4 OF GARAGE DOOR TRIM ` THIS SHEET w 0 5%2' 6x6 BALCONY BALCONY BEAM BRACKET,TYP. 3 CARRIAGE THROUGH M ` BOLTS AT BRACKET OIL.. \ . LOCATION,TYP. I— 7 ::•' : 6x6 BALCONY BRACKET, O 3.. GARAGE DOOR 4 TYP. 3 a 1. 6x6 VERTICAL MEMBER 4 0.6 1 oL ELEV: 0'-0.. - - - - - - - - - - - - - - - W "F FIRST FLOOR = 7 W L STUCCO FINISH 7 O FRONT ELEVATION BALCONY COLUMN 1/4"=1'-0" � 1/4"=1'-0" W LL- U) U)2 &2 i — A-5 +/- 10"TRIM, PAINT WHITE oc DECORATIVE BRACKET I TYP. W ELEV: 33'-0" - - - - - - - - - - - - - - - - - -- 12 - - - AS SHOWN,TYP.20 T.O. ROOF ABOVE GRADE I 1 Q Z,�� A-4 P.T. 2x12 BALCONY BEAM, COORD. W/STRUCTURAL ELEV: 29'-1 1" L L TOWER ROOF PLATE HEIGHT H H Li Ll u 12 3"TRIM, TYP. a ) 6 8"TRIM, TYP. WINDOW HEAD TRIM �°,� R3Q' H u TOTAL+/- 14" 6'-0" .L 00 12 12 i N �:: �„ �:, r Q � Q 22 � 22 3 i — — — — — — — — ELEV: 21'-10" — — — ELEV'21'-10" . — — — - - - - - - - - - - - - - - - - - JOIST END TYPE"A" PLATE HEIGHT PLATE HEIGHT ... P.T. 2x8 BALCONY JOIST, COORD. W/STRUCTURAL 4"WINDOW TRIM , 04 I � E - p 3 ? 4 4 4 4 4 Lu BALCONY P.T. JOIST JOIST END TYPE"B" END TYPE"B", SEE ELEV: 12'-9" DETAIL 4 OF THIS SHEET \ W SECOND FLOOR — Q N O co O r O °? ' BALCONY BEAM/ JOIST ENDS 0 0o m m m - — — ELEV: 1 1 -1 — _ . — — — — — — — — — \ — — — — — PLATE HEIGHT 1/4"-1'-0" : . . P.T. BALCONY BEAM END \ \ a U) cn Mmimm : • EE DETAIL F ♦ . : . .. . . • : .. .. ,._ .. .. •. ••: .. .. .. .. :• ' ..: . .. _ z z r TYPE"A", S T O Lu THIS SHEET � »>::::::::: • . . .. .> f � ; • V Z .. .. . . .:. •..• :I. . .:.:.... .. •:' ' 1DECORATIVE TRIM P T x HORIZONTAL O O 6 6 0 PAINT WHITE — O D MEMBER :. . .: . ::, STUCCO"'a \ 1. C O FINISH w z w ! P.T. 6x6 BALCONY ♦� ��� �•��•�• �: - \♦ W - - : BRACKET, TYP. 3 w > BEAM WOOD WRAP, o� owc P.T. 4x4 BALCONY ♦ :. ` :: . . . `•. . 1 ' .• ':. . PAINT WHITE BRACKET, TYP. 3 I N .. : . .1 : . :. :.• DECORATIVE COLUMN/ •l� • •�'� '-'• 10" P.T. bxb VERTICAL :. .:.. :.'.. : :.... • POST WRAP JOB No. - - MEMBER STUCCO FINISH BEYOND : . .. DATE _ 07/25/14 ELEV -0" 0 - - - - - - DRAWN OV FIRST FLOOR , 5 SINGLE HUNG 4 �,4 CHECK OV TYP. I WINDOW,TYP. p� A-4 ,fid T ID RIGH SIDE ELEVATION 1/4"=1'-0" Am © Copyright 2014 • 1 Ogy Design, Inc. OF •,ter-- _ ._ ,.;a F ... _- - -- �-- -- � —s� � <��—_ �a�.�-- —�_ •_._,,. —._�_. —_�_� .. . _._W. .___ .A.. _- _... ._ _.-- —_ 12 Q 4 R-13 WALL INSULATION NOT SHOWN FOR CLARITY W.P.MEMBRANE OVER EXTEND W.P. BARRIER OVER METAL WALL as 00 WALL SHEATHING AND FLASHING AS SHOWN C-) UNDER DECK W.P. I CO CO 12 MEMBRANE ( HARDI SHAKE SIDING OVER W.R. BARRIER (V �6Cz TURN UP DECK W.P. GAP &STARTER STRIP PER MANUFACTURER'S N COco 6'-0" MEMBRANE 12"AS i RECOMMENDATION 1-- _ SHOWN - IT 12 / ~ 12 Q4 0 / GALV. 6x6 WALL FLASHING SET IN CONT. BED OF •� _ CD ELEV: 21'-10" _ _ _4� I COMPATIBLE SEALANT OVER W.P. MEMBRANE > CD _ _ _ _ _ _ — — — - / W.P. MEMBRANE OVER DECK TILE FINISH i PLATE HEIGHT i U) +� / METAL FLASHING /: "SEALOFLEX CT"W.P. (Y) � 4"MIN. MEMBRANE OVER (2) C4 SINGLE HUNG OVERALP ....<. OF PLYWO •� LAYERS O � WINDOW, TYP. DECK .:.._.., j PLYWOOD OR CEMENT. I..•..... 10"DECORATIVE TRIM, ` " BOARD FILLER UNDERT-F-1 I F-1711 >= PAINT WHITE PLYWOOD SHEATHING Li -•'�" +/- 1'2"HARDI PANEL, TO PLYWOOD DECK STUCCO FINISH t3 XmPAINT WHITE PERIMETER SEALANT BEAM WOOD WRAP .:...` •.,1 0 OL ELEV: 12'-9" _ I. — — — SECOND FLOOR SEALANT AT W.P.MEMBRANE/ _ ELEV: 11'-1„ + •. .. ... . .. ".. � •• : ",' .•.. .... •• .. . . .. .. . WALL FLASHING 0 PLATE HEIGHT— — f 10"DECORATIVE TRIM, PAINT WHITE 10 . ..: 10" DECORATIVE COLUMN/ PECTIS :" DECORATIVE BRACKETS W POST WRAP MODEL# BL 2718,TYP.3 Q + Lu WALL FLASHNG DETAIL @ BALCONY Q 3"=1'-0" oL ELEV: 0'-0" — — — Lu FIRST FLOOR Q w w REAR ELEVATION WATERPROOF MEMBRANE BASIS OF DESIGN: �,LJ "SEALOFLEX CT" U) P.T. 6x6 BALCONY POST U) SEAL AT TOP OF TRIM '- SEE ELEVATIONS N SHEET A-3.1 P.T. 1x6 POST BASE TRIM ADDITIONAL INFORMATION cc SEAL ALL AROUND THE POST G y, � ------- AT W.P.M.TERMINATION TYP. 1 ----- i 1 � TURN W.P. MEMBRANE UP A-4 AT POST AS SHOWN �I, r 1 w Q i I SEE STRUCTURAL FOR POST TO DECK BASE CONNECTION .� STEP 2:SEAL ALL I AROUND POST BASE TRIM j� i I I i I SEAL ALL AROUND AT TILE TO V 12 TO TILE i I I o I W.P.M. &AT BASE TRIM TO TILE 0 6� I ma m H ----------------------- _� - I �I L _ "' SEE DETAIL 5/A-4 FOR DECK EDGE S 6'-0" i DETAIL, CUT EDGE FLASHING PERLo �- a •,_ I i CLEARANCE TO POST AVAILABLE .� O 12 12 -----� Q � Q4 STEP 1:SEAL ALL F ,.A' . 4D AROUND POST/ W.P. �"� ELEV: 21'-10" — — — — — — — — MEMBRANE AT TILE - - - — - - - - - - - - - — - - ...,..L..... PLATE HEIGHT Ul APPLY W.P. MEMBRANE OVER ALL POST BASE I CONNECTOR FASTENERS { t.. LLILI -LLL-LL LLLL -1 d ` �g \, Ll� 3 -ffdLLL —Ln ELEV: 12'-9" W T SECOND FLOOR DETAIL >- O BALCONY PAST FLASHINGm m ELEV: 11'-1' 311 1-011 —. — — — — — — — - PLATE HEIGHT �t rv� cn N z LLQ W �. �� O o o o — C) U) 71, 3 Lu - Lu- w O w I CL N � a I} - - JOB N 0 DATE 7 ELEV: 0-0 :. — — — — — — — — - oL FIRST FLOOR DRAWN OV 4- CHECK OV ID ' LEFT SIDE ELEVATION 2 1/4"=1'-0" © Copyfight 2014 A = 3o2 Ogy Design, Inc. OF 12 SEE STRUCTURAL FOR ROOF FRAMING 6METAL ROOFING PANEL SYSTEM OVER 6-0"@ SLOPE 4 in 12 SEE STRUCTURAL FOR ALL PRE-ENG. WOOD ROOF TRUSSES, SELF-ADHERED MEMBRANE OVER ROOF METAL ROOFING PANEL SYSTEM REQUIRED FASTENERS & ` SEE STRUCTURAL � SHEATHING, SEE STRUCTURAL 12CONNECTORS META ROOFING PANEL SYSTEM PRE-ENG. WOOD ROOF OVER SELF-ADHERED MEMBRANE - 4 OVER ROOF SHEATHING OVER SELF-ADHERED MEMBRANE TRUSSES, SEE STRUCTURAL \ OVER ROOF SHEATHING VENTILATION BAFFLE 3 �.� _ VENTILATION BAFFLE ` PANEL END PER 12 2'-0",TYP. _ __ MANUFACTURER'S 00 -- _ — �� STANDARD � 2 �` ' _ Qo 00 LO _ — --- --- --- ------ -- �— 01b ELEV: 21'-10" -0 N ___ • ��— —— ——— ELEV: 21'-10" \ PLATE HEIGHT (U NM I I PLATE HEIGHT 30 C� M SEE PLAN FOR SLOPED `���:-, -0 `'— C4 /"GWB ON ROOF C .. r CEILING LOCATIONS /„GWB TRUSSES _� `V '; t ? ; } ALUM. EAVE FLASHING — R-30 MIN. ROOF INSULATION VENTED SOFFIT ' , > (NOT SHOWN FOR CLARITY) z a .4 ; \ \ \ \ ,� \ ELEV: 21'-10" HURRICANE CLIP,SEE _ -- — — STRUCTURAL PLATE HEIGHT \ m 8"TRIM, PAINT WHITE2-2x4 TOP PLATES, SEE i P.T. 2x6 WOOD FASCIA, R-30 MIN. ROOF r.•=;'"1 /2 GWB PAINTED OR ALUM. V INSULATION E" STRUCTURAL VENTED SOFFIT C� F•„"`i CLAD, OWNER'S OPTION CC `a %"GWB ON 2x4 . ' F•.; ,, FRAMING, SEE 8"HARDITRIM, SMOOTH, LID PAINT WHITE E.,. STRUCTURA >= L R-13 MIN. WALL INSULATION WALL SHEATHING, SEE E STRUCTURAL SHAKE SIDING OVER WATER 2x6 FRAMING, SEE �' ;.! 2x4 FRAMING,SEE STRUCTURAL RESISTANT BARRIER STRUCTURAL O + EAVE DETAIL, TYP. GWB EACH SIDE 1 1/2"=1'-0" J W ' SHAKE SIDING OVER WATER RESISTANT BARRIER 1/2"GWB ON 2x6 WOOD EXTERIOR WALL SHEATHING, FRAMING,SEE � SEE STRUCTURAL STRUCTURAL WATER RESISTANT BARRIER H FLOOR SHEATHINGS R-13 MIN. WALL INSULATION ; STUCCO SYSTEM OVER WATER RESISTANT O E FRICTION-FIT S BARRIER (PROVIDE WATER-RESISTANT PRE-ENG WOOD FLOOR ATTENUATi4 B T \ BARRIER PER FBC R703.2 &R703.6.3) r , COORDINATE CONNECTORS F >� INSULLATIO `! TRUSSES, COORD. W/ WITH STRUCTURAL .. OWNER'S O TIO W ..,� v STRUCTURAL i • ,: .3 SEE STRUCTURAL FOR NOTE:ALIGN EXT.SHEATHING WITH H --- w` FOUNDATION WALL/MONOLITHIC ELEV: 12' WALL BASE CONNECTION J FOOTING,TYP. J SECOND FLOOR T.O. FLOOR JOISTS R "� CONC.SLAB,SEE Q E` STRUCTURAL WEEP SCREED TERMINATION j - -----------------_ FLOOR SHEATHING,SEE STRUCTURAL r 3 . FIRST FLOOR 0"TRIM TRIM U) T.O. @ FLOORILINE . --------- ----- F" 77,7 7----------------- --_ ELEV: 12� ----- • .q . v . ° .a .° a ° �.P .•.'a SMOOTH TH MORTAR �r=FLEV: 11'-1" SECOND FLOOR d Z --------- cc ' PLATE HEIGHT x T.O. FLOOR JOISTS d •' I n GRADE G I /2 GWBUJI Q � r\\\\\ �• .�J/ LaL — ELEV: ll'-]" ------ � ° . • . . a \�_ CONC, FOOTING SEE ; a r PLATE HEIGHT \; ° ° ° e \\ STRUCTURAL FLOOR INSULATION, \ d PRE-ENG. WOOD FLOG OPTIONAL - \i ° c d a. j V NOTE: N TRUSSES,SEE STRUCTURAL ,\ i COORDINATE WITH m \\�\ •a \\\� STRUCTURAL FOR h / / V STUCCO SYSTEM OVER WATER FOUNDATION TYPE. RESISTANT BARRIER PROVIDE / a O WATER-RESISTANT BARRIER PER FBC-R703.2 & R703.6.3 AND PER FBC 1404.2.1) %2 GWB a a WALL BASE DETAIL, TYP. \\\ 1 11/2"=V-0" f EXTERIOR WALL SHEATHING, SEE STRUCTURAL OU 2x4 STUDS 0 24"O.C. U + 2x6 FRAMING, SEE - STRUCTURAL BASIS OF DECK W.P. MEMBRANE: SEE STRUCTURAL FOR "SEALOFLEX CT" W.P. MEMBRANE OVER METAL \, o APPLICABLE FLASHING FLANGE & OVER FASTENERS _ FASTNERS DECK TILE FINISH 4"MIN. CORROSION-RESISTANT FASTENERS, }, + OVERLAP 5" "SEALOFLEX CT"W.P. MEMBRANE SEALS Q I!' AROND FASTENERS PENETRATION •- R-13 WALL INSULATION " Lu %2'GWB EACH SIDE -------- __ - Q co O O ----------------------=-- � DECK EDGE CORROSION RESISTANT METAL FLASHING W/FORMED DRIP EDGE OVER T DECK W.P. MEMBRANE AS SHOWN CUT OUT METAL FLASHING AT DECK JOISTS w °i AND SEAL ALL AROUND AS REQUIRED 0 FRICTION-FIT SOUND 0 O U ATTENUATION BATT z M:.... 4 INSULLATION, OWNER'S W w A-4 OPTION z w „� � O N CC CONC.SLAB, N SEE STRUCTURAL a a APPLY W.P. MEMBRANE AS SHOWN - TURN OVER PLYWOOD FACE AND JOB No. - - OVER BOTTOM P W OF PLYWOOD ---------------------------------------------- e. CONC. SLAB & DATE 07/25/14 /// ...; • FOOTING, SEE 2x4 PLATE P.T. 2x CLOSURE STRUCTURAL 6 MIL VAPOR BARRIER DRAWN Off/ ON COMPACTED & • \\j/\�\ TERMITE TREATED SOIL ----- _---- ----- ELEV: 0'-0" � CHECK OV •.�e w.a FIRST FLOOR \� \\/ .. e e• � � • : !f�p�'fib`` ✓ BALCONY DECK EDGE FLASHING DETAIL 4 • . • A. \ TYP. EXTERIOR WALL SECTION TYP. INTERIOR WALL SECTION © Copyright 2014 A = 4 1 3/4" -0" 3/4" -0" Ogy Design, Inc. OF 1 METAL ROOFING PANEL SYSTEM OVER SELF-ADHERED MEMBRANE OVER ROOF SHEATHING 6-0"@ SLOPE 4 in 12 12 12 b BEAM/ � 4 POST CL 5-6' SEE STRUCTURAL FOR ALL 2'-0" as CC) REQUIRED FASTENERS & \ O CONNECTORS 00 VENTILATION BAFFLE �\ /3\ 3P 70 ` 4 I cz Q --- — — -- - ELEV: 29'-1 1" 0 co M P.T. WOOD BEAM, I L- _ TOWER ROOF PLATE HEIGHT (0 R-30 MIN. ROOF � ��,, CO SEE STRUCTURAL • "� `~'_ co INSULATION ti - 2' 0", TYP. " PLYWOOD CLOSURE a �..., i C: > 0 0 +/- 10"TRIM Lu O , _,L _ ELEV: 21'-10" PLATE HEIGHT � (� "` HARDI BOARD HARDI BOARD SEE WALL SECTIONS 1 &2/A-4 CO OR SIM. ON OR SIM. ON FOR ADDITIONAL INFORMATION LO ROOF TRUSSES P.T. WOOD BEAM, ROOF TRUSSES SEE STRUCTURAL + VENTED SOFFIT 2x6 OR 2x8 FRAMING, COORD. W/STRUCTURAL WOOD WRAP, ><I l>< + PAINT WHITE L3 HARDI BOARD OR SIM. ON 2x FRAMING bo SHAKE SIDING OVER WATER +/-1 12 . "'' RESISTANT BARRIER (SHAKE) SIDING 5'-6" (NOT SHOWN) @ WALL BEYOND R-13 MIN. WALL INSULATION 0 z ( CORNER TRIM P.T. 6x6 MIN. BEYOND POST, SEE � METAL FLASHING STRUCTURAL q 0 1'< 0.. 3 3 I AND 3/A-3.1 TOWER WOOD BEAM, H p COORD. W/STRUCTURAL Z DECK WATERPROOFING BASIS OF -' DESIGN:"SEALOFLEX CT" RUBBER WOOD BEAM, SEE O BASED WATERPROOFING SYSTEM. o STRUCTURAL INSTALL W.P. MEMBRANE OVER I DECK FASTENERS TREATMENT: _--- -- - ----------- --- ,,. ELEV: 21'-10" SURFACE CLEAN AND FREE OF DUST, + USE"SEALOFLEX CT" RUBBER BAS D - ------------- " ---- -- -------- BALCONY DOOR LOOSELY ADHERING PARTICLES, OIL & WATERPROOFING SYSTEM OVER I PLATE HEIGHT Lu GREASE. INSTALL W.P.M. & FOLLOW ALL DECK FASTENERS L---� N ALL STEPS PER MANUFACTURE'S RECOMMENDATION J b SEE 4/A-3.2 FOR POST q_2 6-0" FLASHING AT DECK 8"TRIM I 3 1 Z 0 w p I 5 DECK EDGE DETAIL PPLICABLE ON ALL -I CL I UNDER TILE WATERPROOFING p MEMBRANE OVER TWO (2) LAYERS A-4 - DECK SIDES FRONT EDGE AND SIDE EDGES (� O N OF 3/4' BALCONY SHEATHING O I 2x6 OR 2x8 FRAMING, (n 3 .a 3 COORD. W/STRUCTURAL SEE 4/A-3.1 TYPE"B" A-3.2 SLOPED 2x8 BALCONY P.T. FOR JOIST END v I 3Q JOISTS, SEE STRUCTU, L-: `' _ _ ELEV: 12'-9" CC %4'/ FT SLOPE;MIN. SEC ND FLOOR G - - --- w - OPEN BELOW &ABOVE 12"WIDE CLOSURE BEYOND a i HARDI BOARD ORa _ . _, .G :_ ' — — — — — — — —Sl#- L9S�E GN — — — — — ELEV: 1 1'-1" 3'-4"CLEAR @STAIRS t- - PLATE HEIGHT V2""GWB TYPE"X" 5'-9" 2x FRAMING + ON 2x FRAMING i 12 "MAX. BALCONY GWB TYPE"X" R-19 MIN. FLOOR INSULATION, P.T. BEAM _ u - ON FLOOR COORD. W/ ENERGY CALCS s c TRUSSES FOR R-VALUEI ` LO a 'L P.T. 6x6 ' HORIZONTAL \\ } O WOOD BEAM, SEE � MEMBER WITH STRUCTURAL i CONCEALED P.T. 6x6 BRACKET FASTENERS WITH CONCEALED C� 0 FASTENERS P.T. 4x4 BRACKET WITH - O CONCEALED FASTENERS, ��- J CENTER BRACKET ON 6x6 a �, VERTICAL/ HORIZ. MEMBER SECOND FLOOR r BRACKET COLOR NOTE: I Q SEE STRUCTURAL T.O. FLOOR JOISTS STAIN OR PAINT WHITE, FOR FLOOR � COORDINATE W/ HOUSE °? I FRAMING COLOR SCHEME PER OWNER I 10"TRIM,T.O.TRIM @ FLOOR LINE wcoo m O `r O I 3 - a ELEV: 11'-1" i CC) m m m o m o m P.T. 6x6 VERTICAL MEMBER __________ ,- NOTE: --- �,PLATE HEIGHT W/CARRIAGE THROUGH ALL EXTERIOR LUMBER SHALL BE IU m BOLTS FASTENING I /z'GWJBI; STUCCO SYSTEM OVER WATER F �- PRESSURE-PRESERVATIVE-TREATED WOOD z z Z ---� RESISTANT BARRIER (PROVIDE w w w WATER-RESISTANT BARRIER PER Z FBC R703.2 & R703.6.3) O p O p L� > W Z W L Lu5; Z O w OC N GARAGE DOOR t a a a 2x6 OR 2x8 FRAMING, JOB No. - - COORD. W/STRUCTURAL DATE 07/25/14 DRAWN OV DRIVEWAY PAVING r J r I I CHECK OV J � ELEV: 0'-0" .t — — FIR FLOORAp ----- d • •••. 4 .. ♦ • ° '. 4.1 ::.:° WALL SECTION @ GARAGE/ BALCONY OVEALL STAID/ TOWER SECTION WALL SECTION @ STAIRS/ TOWER i� A = 5 I „_ ._ ,. 2B „_ ,_ „ Z „_ ._ „ �/ \\/� © Copyright 2014 .. / 3/4 —1 0 1/4 —1 0 3/4 —1 0 °' %\/ , /i,,/i,/i��\ Ogy Design, Inc. ,, �A �, of WOOD FRAME CON5TRUCTION CONT. SEALANT WOOD FRAME CON5TR' CTION \,,,,,;,.. [ ' R-13 MIN. WALL WATER RESISTANT BARRIER CODE COi"f�I-IANT WINDOW INSTALLATION METHOD (I=IAC-R iP�3.� CODE COMPLIANT WINDOW INSTALLATION METHOD (FSC-R_103.8) f.`.: INSTALL CASING BEAD W/ INSULATION WEATHER RESIT€YE BARRIER tWRP)APPLIED PRIOR TO TiE WINDOW IN5TALLAT€ON. /� LASHING APPLIED OYER THE FACE OF THE MOUNTING FLANGE. }tet WEATHER RESITIVE BARRIER IUJRB)APPLIED PRIOR TO THE WINDOW INSTALLATIQN. EE3 "'" SLOPED TOP OVER :` HARDI SHAKE SIDING FLASHING APPLIED �ibW THE MOUNTING FLANGE. �. :` .S• STUCCO BROWN COAT \ >' STEPs >.- i „ .• I OVER W.R. BARRIER 5(=G7{QN A (L)iN WATER SHEDDING FASHION, T14ROJGW WINDOW JAMB ` STEPS :•-(: /2 GWB ON 2x6 FRAMING STARTING AT THE BASE OF - ------- - _ SECTION A \,`\ THE WALL- 4 y`ORCI<`•G TOWARDS � GIN WATER SHEDDING FASHION, THE TOP.INSTALL THE WR3 i '------------......._------------------------_......-..-----._l / STARTING A7 THE BASE OF THROUGH WINDOW JAMB � '.: 6"SELF-ADHERED MEMBRANE HEAD TO THE FACE OF THE THE WALL 4 WORKING TOWARDS - ----"-' I SHEATHkNG. �SEA.-ANT BEAD THE TOP,INSTALL THE WRe ---------..................._..._..................................j : .•. I BEHINp MOJNTING / TO THE FADE of THE EXTEND FLASHING UNDER < STUCCO BAND SEE SHEET AFLASHING O6 2 FOR WINDOW TAPING VER HEAD METAL IG APPLY SILL FL ASH1NLs(Aor6") FLAaNGE.---\ // : SHEA-RING. BAND AS SHOWN 1 (3�APPLY BEAD OF SEALANT ....................... C AT BACK OF WINDOW \ . O APPLY SILL FLASHING f4o�6") .:�',..a:.,.. . FLANGE TO HEAD 4 BOTH j MEMBRANE HEAD FLASHING ` �I I W.R. BARRIER OVER 6"SELF ADHERED CO JAM3S.APPLY A }APPLY JAMB FLASHING % M S Gco CO SEAL THE WINDOW FRAME TO OPENING. V J DISCONTINUOUS HEAD TO -=-i - _ APPLY A�'a'NOM.DIA.TO THE BACKSIDE �'"'-_�� .-. .- -. ARDUNDTHEDTOP SEALANT SIDES ; i BOTTOM FLANGE LEAVING (INTERIOR)OF THE WINDOW FLANGE,iN LINE "t .-- JI ...-.. ..^.... Lra::- -—---- -- OF THE BACK SIDE INTERIOR �"�"'.-- ._-.. co z (2)2"GAPS. WITH ANY F RE-PINCHED HOLES OR SLOTS. --- "]/ ! SURFACE)OF WINDOW , --_- __I' 2x6 PLATE 1 ..:" /2'PLYWOOD STRIP METAL HEAD FLASHING N !�• SET WINDOW U51NG PAN HEAD + / + MOLNT NG FLANGE. '�-_.— .� — ——— — — I OVER xb PLATE :' I Q N M SCREWS TO FACILITATE �- FLASH;NG J V1 . INSPECTION. l _ / i5)APPLY DISCONTINUOUS BEAD 2X4 PLATE 1 1.:. . L3 i ux�s U JAMB-_FLA51-�INCs SEALANT BEAD BE:JJEc?I OF SEALANT to BOTTOM _ FLASHti1G 1 :�' 1 I (O 0,APPLY JAMB FLASHING .-APPLY CONT.SEAL TO THE MOJNTIK15 FLANGES AT F_ASHING AND MOUNTING FLANGE. FLANGE,LEAVING!2)Z°GAPS. r I i THE TOP(HEAD)AND SIDES(JAMB$)OF WINDOW. 6 IMMEDIATELY INSTALL WINDOW 6EALANT BEAD BETWEEN '"`+• WATER RESISTANT BARRIER Ta APPLY BERG SEALANT EMBED JAMB FLASHING INTO SEALANT AND FASTEN = Q15 AD A SE NOM,DIA MOUNTING FLANGE AND GWB CORNER . SEE*** OVER WALL SHEATHING (\ �l BEAD OF SEALANT TO THE FLASHENka_ J AT MEAD IN PLACE. (FLASHING GOES OVER SEALANT). ` APPLY BEAD CF SEALANT .,.:r '... (� _7 / ( 1 BACKSIDE)INTERIOR)OF THE Cl) CROSS THE FACE OF _ APPLY HEAD FLASHING / / +i MOUNTING FLANGE AT HEAD MOUNTING FLANGE AROU.Np ----- THE ENTIRE PERIMETER j BEAD REMOVE PREVIOUSLY AF'PLiEp //, /� =�; I 8 PLACE BEAD IN LINE WITH \x/%/� ,5 / UAPPLY HEAD FLASHING ^^�'/' :�� I>:. CONT. SEALANT ° TAPE,ALLOWING WRB TO LAT Ln ANY P'RE-PIAtGf•1ED HOLES .. i �---FLASHING AT HEAL)EXPENpS I :�?� SELF-ADHERED MEMBRANE FLAT OVER HEAP FLASHING. �'i /i ` `,�" I"BEYOND JAMB FLASHING. ar PLY NEW SHEATHING TAPE ' /. /' 1 (REMOVE PREVIPUS:.Y APPLIED OR a:.o7s- /.% �� i INSTALL CASING BEAD OVER FLASHING OVER W.R. 1 / I / TAPE.AL.LOtiANG Wgg3 TO LAY > - OVER DIAGONAL GUT -SEE . �. ---'-' ! i ;SECURE WRB FLAT OVER HEAD FLASHING. /= , STUCCO BROWN COAT R, SEE SHEET A-6.2 1 // BARRIER, DLU IAGRAM. � APPLYW SHEATHING TAPE /,�� �, - , E 1 HARDI TRIM AT HEAD OVER DIAG-0NAL CUT-SEE /�' �' �` �)10UNTI FLASHING = FOR WINDOW TAPING DIAGRAM. �_APPLY A CONT.SEAL ALONG CONT.SEALANT &TOOL I lam' i F y.` ( MOUNTING FLANGE AT THE 1 HEAD FLASHING GOES OVER JOINT TO FORM DRIP EDGE 2x6 PLATE 6E.�"•ll:``IE U��� :< E '' MOUNTING FLANGE. EMBED 1 V m ,� BOTTOM OF HEAD FLASHING I I1 HARDI TRIM RETURN •� b HE..0 AGAINST SEALANT(FLASHING GOES OVER SEALANT). I BAKER ROAD &SEALANT 2x4 PLATE FLASHING AT HEAD EXTENDS I" /. rr9 ,w �.-- I/- ! i :: I, E `i EXTEND HEAD FI.aSHiFIC'x _J BEYOND JAJ'fB FLASHING. J"-•:1I /� I' I li•+- / BEYOND EACH JAMB FLASHING. I - / �� t c✓ '! I CC I V; ' I. Eli: // I FASTEN IN PLACE. t�ls4 ►ww 01 j/ \ VHEAD FLASHINCs SEALANT�� ]J / / II EMBED BOTTOM OF THE HEAP T' FLASHING AGAINST THE PREVIOUSLY // ! % I I ;; i l CONT. SEALANT @JAMB BEYOND / 1 EXTEND TRIM MIN Y4'FOR DRIP EDGE APPLIED SEALANT(FLASHING GOES OVER SEALANT).EXTEND HEAD i / E' I( / AFTEF2 INSTAL ATION * * 6"-2ND LAYER OF HEAD SELF-ADHERED ' FLASHING BEYOND EACH JAMB I / I JAMB BAND BEYOND ,r SEAL ALL CORNERS OF FLASHING.FASTEN iN PLACE. �• I MECHANICALLY JOINED MEMBRANE FLASHING (NOT SHOWN FOR GWB CORNER / FRAMES TO SEAL FRAME CLARITY) OVER WINDOW FLANGE, EXTEND BEAD,TVP. EXTEND JAMB FLASHING -�_/ I �/I A I 6EAM JUNCTURE. A TO OVERLAP SILL ( FLASHNG UNDER BAND , SEE WINDOW NOTE: 6"SELF-ADHERED MEMBRANE FLASHING I' FLASHING. EXTEND / / PERIMETER CAULK I OVER WINDOW FLANGE, SEE SHEET A-6.2 JAme FLASHING a;," / % I TAPING SHEET A-6.2. SEE WINDOW SILL&JAMB DETAILS 05 JAMB FLASHING (zzoMM)ABOVE RO GH / i i EXTEND JAMB FLASHING 7p /-` ` I '\ J� Of'ENENG AT HEAD. ,/" `i j 5cALANT �� FOR ADDITIONAL NOTES I FOR WINDOW TAPING OI/E. LI-FLASHNG. TUC3C 70p :�/I APPLY TAPE At OF JAMB FLASHING UNDER THE FLAP �,��r/ `1 /" / I CORdER.5 TO OF WRc3 AT THE HEAP.5EE pIAGRAM. I' I':If�• j '� �`�. TEMPORARELY HOLD I / SEALANT % 1 �' FLASHING IN' N PLACE ?..moi i' -SILL FLASHING UNTIL WRB IS APP IED � i ,' \ BAKER ROD &SEALANT -'--SILL FLASHING �� \\� "�� SWIM tuNp fiDJUST WINDOW TO ACHIEVE SQUARE, PLUMS,AND LEVEL CONDITION, USE CORROSION JAMB TRIM BEYOND SHIM AND ADJUST WINDOW TO ACHIEVE W05ION r� , '01 , WINDOW NT FASTENERS. FASTEN WINDOWS PER � WINDOW HEAD DETAIL @STUCCO WINDOW HEAD DETAIL @ S I D I N G PLUMB,AND LEVEL CONDITION. USE CORR0510N i � �\ / �/ I '� WINDOW MAhLFACTU�R FASTENER SPEGIFIGA?I 5. �� % RESISTANT FASTENERS. FASTEN W!NPM,6 PER / T J `� WENDOW MANUFACTURER SPECIFICATIONS. 1, \/ ':I '+. /- I I 3AR'21ER lW_Lw \ I '•'`' 'W WEATHER R SISTANT i / AT A 4S DEGREE ANGLE,CAREFULLY CUT THE I 1 ,I I �� ''I I � V BARRIER ON A DIAGONAL. GENTLY RAISE THE o BA EER ,.� (1€ I I % . / TDP EDGE OF THE BAP4RIER UP AND TAPE THE �?�____u�R� \ AT A 45 DEGREE ANGLE,CAREFULLY CUT THE I IDP CORNERS AND CENTER 70 THE EXTERIOR \ I I BARRIER ON A DIAGONAL. GENTLY RAISE THE WRB SURFACE ABOVE. t TOP EDGE OF THE BARRIER UP AND TAPE THE i(•% INTERIOR VIEW \\�` ✓// /� i TOP C05NER6 AND CENTER TO THE EXTERIOR f WRB SURFACE ABOVE. TOP L_FT CORNER OF WINDOW ---- ' ' i ' a *** 6"-2ND LAYER JAMB SELF-ADHERED INTERIOR v'iEU1 ! I �' ' ! '�` MEMBRANE FLASHING OVER WINDOW W % TOT' LEFT CORNER OF WINDOd_-� __.� � -- NOTE: i -- SEE WINDOW SILL DETAIL FLANGE, SEE WINDOW TAPING SHEET A-b.2. WATER RESISTANT BARRIER FOR ADDITIONAL NOTES R-13 MIN. WALL W NOTE': INSULATION Ifl Z '' HARD SHAKE SID NG O I I ` NOTES: 1. flashing to be flexible self-adhesive type(min.4"wide) SILL BELOW \ I OVER W.R. BARRIER \I '� sill pan flashing PERIMETER SECANT i I fn 1. flashing to be fleble self adhesive type{min.4 wide) %2'GWB ON 2x6 FRAMING 30 sill pan flashing 2. ver sill to at least depth of window,plus 2"onto face of wrb ** I O " sopeosurace I - MEMBRANE HEAD SEE*** \ =""` I b"SELF ADHERED 2, cover sill to at feast depth of window,plus 2 onto face of wrC opUona) 3 the pan shall direct water to the exterior over Bili flashing sloped surface i SILL BELOW I I FLASHING OVER HEAD METAL FLASHING, (optional) 3, the pan shall direct water to the exterior over sill flashing SEE SHEET A-6.2 FOR WINDOW TAPING /—sill plate 4. install flashing around remaining window unit I %2' PLYWOOD STRIP ----sill plate 4. install flashing around remaining window unit OVER x6 PLATE _ 5. eather resistive barrier to form water shedding laps I W.R. BARRIER OVER 6"SELF ADHERED Q I l I MEMBRANE HEAD FLASHING ,r 5. weather resistive barrier to form water shedding laps I � STUCCO RETURN I ! € r see note#2 N1 \ y SILL PAN FLASHING 2x4 PLATE ANT CONT. SEALANT PER MANUF. Z see note#2 N� r weather resistive CONT. SEAL I W SILL PAN FLASHING / p x I weather resistive - barrier NTS Cy ti©na1) \ RECOMMENDATION __-,------- 2x6 PLATE barrier ` NTS (optional) wall sheathing ——— — _ I +r:y:•'.: STUCCO BAND I wall sheathing Prepared by BOAF First Coast Chapter 9-17-2013 WATER RESISTANT BARRIER I :...., OVER WALL SHEATHING " Prepared ray BOAF First Coast Chapter SELF-ADHERED MEMBRANE: JAMB SELF-ADHERED \` .1 FLASHING OVER W.R. MEMBRANE FLASHING 1♦ OVER W.R. BARRIER;SEE' :4' BARRIER, SEE SHEET A-6.2 LjJ SHEET A-6.2 FOR WINDOW 4 ::; FOR WINDOW TAPING I a, INSTALL CASING BEAD OVER 4"HARDI TRIM D TAPING, FLASHING WIpTH �, I":` STUCCO BROWN COAT WINDOW INSTALLATION METHODS MIN. 12" @JAMB N.T.S. EXTEND FLASHING UNDER i. CONT. SEALANT BAND AS SHOWN ( ' : :r• U :. NOTES: _ 1 . INSTALL WINDOWS PER MANUFACTURER'S RECOMMENDATION. GWB CORNER _ t l"..�` BEAD,TVP. I } 6"SELF-ADHERED MEMBRANE FLASHING � p PROVIDED WINDOW INSTALLATION APPLICATION SHALL COMPLY i OVER WINDOW FLANGE, SEE SHEET A-6.2 PERIMETER CAULK I FOR WINDOW TAPING WITH ONE OF THE FLASHING INSTALLATION METHODS AS SHOWN IN DETAIL 1 OF THIS SHEET AND PER FBC-R703.8. I \` .•I ` BAKER ROD &SEALANT 2. IT IS OWNER'S OPTION OF CHOICE WHICH WINDOW WINDOW JAMB DETAIL @ STUCCO INSTALLATION METHOD TO PROVIDE. 3 JAMB TRIM BEYOND 3"=1'-0" i C 3. WINDOW DETAILS OF THIS SHEET ARE BASED ON FLASHING WINDOW JAMB DETAIL @ SIDING INSTALLATION METHOD B-1 WITH ADDITIONAL HEAD AND JAMB 6 SELF-ADHERED MEMBRANE LAYERS AS SHOWN ON DETAILS OF *** CONT. WINDOW SILL CORROSION-RESISTANT METAL Y=1'-0" THIS SHEET AND ON WINDOW TAPING SHEET A-6.2. FLASHING SET IN CONT. BED OF SEALANT, FLASHING TO EXTEND OVER SLOPED STUCCO CASING BEAD TO PREVENT WATER INTRUSION WHERE TWO DISSIMILAR MATERIALS MEET, TURN FLASHING UP AT JAMBS &SEAL ''.., Z AS REQUIRED. PERIMETER CAULK I PERIMETER BAKER ROD &SEALANT PER FBC-R612.12.1 & 703.8 SLOPED STUCCO TOP/ INFILL JAMB TRIM BEYOND H > SILL — SEE*** PERIMETER CAULK j < o m BAKER ROD &SEALANT WOOD STOOL 2x4 PLATE ——— — INSTALL CASING BEAD W/ SILL METAL FLASHING, CONT. WINDOW SILL z SLOPED TOP OVER CAULK * * z O SEE CORROSION-RESISTANT W 2x6 PLATE =' STUCCO BROWN COAT METAL FLASHING SET IN Z Q O 2x4 PLATE STUCCO BAND ��� CONT. BED OF SEALANT O_ O u_ } .:,`;:•: OVER FLASHNG MEMBRANE U) U g WOOD TRIM 1 1 2x6 PLATE �1 OVER W _w OVER W.R. BARRIER R%' U 1 0 1 PLYWOOD SLOPED WINDOW SILL PAN SELF-ADHERED I w o O ` ~ INSTALL CASING BEAD OVER MEMBRANE FLASHING OVER W.R. II CLOSURE,TURN FLASHING z WINDOW SILL PAN Z F >::.;:-. ( 1 > >1; ¢ _.�,,; ,,,::' STUCCO BROWN COAT BARRIER, TURN UP MIN 6' @JAMB), CONT. SEALANT UP AT JAMBS &SEAL AS SELF-ADHERED MEMBRANE 1.:`..;;°:;. FLASHING (OVER W.R. � \ IIF '. ''-- SEE SHEET A-6.2 FOR WINDOW TAPING REQ D. BARRIER, TURN UP MIN b" @ !� 11 1 JAMB), SEE SHEET A-6.2 FOR ��.. .-...................... - - 4" HARDI TRIM JOB No WINDOW TAPING, FLASHING %2'GWB ON 2x6 I '. CONT.SEALANT FRAMING I DATE 03/20/14 WIDTH MIN. 14" @ SILL 1' ; , GWB ON 2x6 :: \, ..... l;•::. ':.> I �� � N FRAMING R-13 MIN. WALL I CONT. SEALANT , DRAW OV STUCCO SYSTEM OVER WATER f INSULATION ` A� -.......• I �, , RESISTANT BARRIER (PROVIDEa I HARDI SHAKE SIDING MIN. R-13 WALL WATER-RESISTANT BARRIER PER OVER W R BARRIER �`� ) " INSULATION FBC-R703.2 & R703.6.3 AND PER •, �� CHECK OV FBC 1404.2.1) EXTEND FLASHING UNDER I W.R. BARRIER BAND AS SHOWN WATER RESISTANT BARRIEROVER WALL SHEATHING 0 1 WINDOW SILL DETAIL @ STUCCO WINDOW SILL DETAIL @ SIDING © Copyright 2014 = 60 4 3"=1'-0" 7 3"=1'-0" Ogy Design, Inc. OF I ��\ I 4.. ��\ 00 MI J `� CO COCO STEP A ; STEP B STEP CN I . I (z N LO CY) co co ENVELOPE WATERPROOFING .0 1 - ENTIRE EXTERIOR BUILDING SURFACE TO BE COVERED I I `� �� 1 `� 4�� _ ~ WITH BUILDING WRAP MATERIAL INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WHERE CAPPING MATERIAL LAYERS,ASSUME I COVER WINDOW OPENING 1 ��\ i �\ N 1 �> POSITIVE DRAINAGE BY INSTALLING UPPER (ABOVE) SECTIONS (3)BUILDING WRAP.APPLIED MINIMUM OF I I I I N OVER LOWER SECTIONS. 1 18"LARGER THAN OPENING IN ALL DIRECTIONS. 1 I I I 1 Lu O -WINDOW OPENING TAPING PRIOR TO INSTALLATION OF EXTERIOR INSTALL PER MANUFACTURER'S SPECIFICATIONS. I I I BUILDING WRAP. I I I I I I (Y) U - PREPARE ALL OPENINGS AND INSTALL WINDOWS AS GENERALLY I I I I I I cz DESCRIBED UNDER STEPS A THRU J AND IN ACCORDANCE WITH I I I I I I (0 MANUFACTURER'S RECOMMENDATIONS. I I WINDOW ROUGH I I I WINDOW RO I Ln TRIM BUILDING WRAP I OPENING I I I OPENING I -PROVIDE CORROSION-RESISTANT FLASHING PER FBC-R703.8. I AT WINDOW OPENING PER MANUFACTURER'S I I I >= -SELF-ADHERED MEMBRANE FLASHING SHALL COMPLY WITH AAMA 711. I Z SPECIFICATIONS, FOLD EXCESS WRAP FROM I -ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT JUNCTURE I SIDES AND BOTTOM INTO OPENING AND SECURE. I I I I WITH THE BUILDING WITH A SEALANT COMPLYING WITH AAMA 800 OR I 1 61 I ASTM C 920 CLASS 25 GRADE NSOR GREATER FOR PROPER JOINTS I I I EXPANSION AND CONTRACTION,ASTM C 1281, AAMA 812 OR OTHER, 6" I I I APPROVED. \ 1 2 I I NOTE: PROVIDE SUFFICIENT I I � WINDOW RO GH - TRIM BUILDING WRAP AT WINDOW 17" MIN MIN SELF-ADHERED MEMBRANE FLASHING LEG UP I I I I 4" WIDTH TO COVER RECESSED WINDOW NOTE: PROVIDE SUFFICIENT OPENING \ HEAD CORNERS AND TEMPORARILY FOLD 1MIN SILL PAN I I SELF-ADHERED MEMBRANE FLASHING 1 MIN ON SILL I INSTALLATION AS SHOWN ON NOTE: MAINTAIN WATERPROOFING INTEGRITY \ 3 (UPPER FLAP) UP SUFFICIENTLY I I I I WINDOW DETAILS OF SHEET A-b.l \ TO ALLOW INSTALLATION OF METAL WINDOW. I FLASHING I I WIDTH TO COVER RECESSED WINDOW WITH ANY WINDOWS TYPE INSTALLED \\ FOLD DOWN AFTER INSTALLATION ` I 1 INSTALLATION AS SHOWN ON \ OF WINDOW IS COMPLETED REFER TO STEP"H". `� �� I I WINDOW DETAILS OF SHEET A-6.1 �� LEG UP I ON SILL \\\ MIN. 7"@ SILL \\ I \ I EXTEND FLASHING AT HEAD MIN. 1" \ STUCCO ACCENT `� ��� �� BEYOND JAMB FLASHING BAND `� ` \ \ \ SILL FLASHING 1 j JAMB 6"WIDE 8"WIDE AT 2x6 FRAMING STEP"B" �� «::: MIN SELF-ADHERED MEMBRANE FLASHING b"WIDE (8"WIDE AT 2x6 FRAMING) BUILDING WRAP BOTTOM FLAP) ��� �\ I � SELF-ADHERED MEMBRANE JAMB I` TO BE LEFT UNSECURED FROM 1 CUT AT END TO ALLOW ONE LEG TO I WINDOW SILL DOWNWARD FOR r`� �� `�I 1 TURN UP JAMB AND THE OTHER TO �� I FLASHING TO OVERLAP SILL I `� �� 1 CONTINUE OVER WALL SURFACE `� I FLASHING, CUT ON END TO ALLOW SUBSEQUENT INSTALLATION OF I I ONE LEG TO TURN UP ON SILL/HEAD COMPLETE BUILDING WRAP SYSTEM I �� I (PROVIDE MIN. 14"SILL FLASHING WHERE I I `� I AND THE OTHER TO CONTINUE OVER STUCCO BAND APPLIED) `� WALL SURFACE. STEP D STEP E STEP F MIN I I \ I HEAD FLASHING O 24 GAUGE SLOPE Q BUILDING WRAP FOLDED UP 1 �\ I �� BUILDING WRAP FOLDED UP FLASHING FOR LEG DOWN ` PER STEP A I I ` POSITIVE DRAINAGE _� j 6 I ON JAMB \` I `� I \�� (13 TO 18%SLOPE) BUILDING WRAP FOLDED UP I , j I 6"WIDE 8"WIDE AT 2x8 FRAMING) I 1 INSTALL METAL HEAD FLASHING I 1 W LEG DOWN I SELF-ADHERED MEMBRANE FLASHING, I I 1 DIRECTLY OVER WINDOW FLANGE ON JAMB I CUT ON END TO ALLOW ONE LEG TO I I I 1 I AT WALL SIDING APPLICATION 1 1 i TURN DOWN,ON JAMB AND THE I I I I I MIN OTHER TO CONTINUE.OVER WALL I I I I I I FLASHING I I SURFACE. STEP"C" I j WINDOW ROUGH I _ I WINDOW ROUGH 1 1 I WINDOW ROUGH �- I I _ OPENING I I OPENING I I OPENING I I I I BEND FRONT END I I ) EXTEND FLASHING AT HEAD MIN. 1" I j I BEYOND JAMB FLASHING I 1 1 I I I I l I I I I 1 I I PIECE BACK W I 1 . 1 I 1 I I I 1 INSTALL WINDOW IN CONTINUOUS BEAD NOTE:PROVIDE SUFFICIENT I I I I 1 1 OF SEALANT UNDER ALL FLANGES, j FLASHING I SELF-ADHERED MEMBRANE FLASHING I SEAL ALL FACTORY JOINTS IN WIDTH TO COVER RECESSED WINDOW I I STEP "C" I I 1 I WINDOW AND ATTACHMENT LOCATIONS I I j ) I INSTALLATION AS SHOWN ON 1 1 AS PART OF STEP E I } ] I WINDOW DETAILS OF SHEET A-6.1 I I I I U I I 1 I I a 1 ( I I I I I I BEND HORIZONTAL i END '� m FACE DOWN 3 u d FLASHING STEP„B„ ( I \ I \ APPLY SEALANT @ SEAMS . WINDOW FLANGE \`� STEP I STEP J I I , STEP G _ I STEP H SECURE BUILDING WRAP c BUILDING WRAP FOLDED UP OVER ALL SELF-ADHERED APPLY TARGETS x MEMBRANE PER MANUFACTURER'S 1 AT THE CORNER RECOMMENDATIONS. I APPLY 6"LAYER OF SELF-ADHERED I I MEMBRANE OVER METAL Lu r j 1 HEAD FLASHING @WALL SIDING Q T O I 1 I APPLICATION OR OVER WINDOW WINDOW ROUGH I WINDOW ROUGH I o m I FLANGE @ WALL STUCCO APPLICATION OPENING I WINDOW ROUGH I OPENING PROCEED TO INSTALL BUILDING 1 I O WRAP OVER ALL I OPENING WINDOW ROUGH ) t� z OPENING SELF-ADHERED MEMBRANE w O FOLD DOWN BUILDING WRAP Q (UPPER FACE) AND APPLY 4"OR 6" Q U U 2ND LAYER OF SELF-ADHERED (n oc 1 MEMBRANE FLASHING OVER WINDOW j w I FLANGE AT JAMBS. w w o I cc z I 1 I I a I I I I JOB No. \ ; DATE 03/20/14 DRAWN OV BEGIN BY TUCKING BUILDING WRAPIN yr UNDER UNSECURED BOTTOM FLAP I ;< CHECK OV INSTALLED IN STEP"A" �\ I `J © Copyright 2014 = 6 • Ogy Design, Inc. 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OF ­­ L-1-1 - I 11 - --11 �I 11, �­ .,, _ � I I'll I . ­''L 1 - DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX NOTES 1,4,5,6 ST-1......................STRUCTURAL SPECIFICATIONS NOTES 3,4 ST-2......................FOUNDATION PLAN Building Code DTT2Z (8)%a"x 1 %2'SDS SCREWS IN STUD Buil Florida Building and Residential Codes C7 STUCCO AND DIRECTLY NOTES 1,2,3 CS18 (9) 10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN g MIN 15/Z"32/16 SPAN RATED PLYWOOD INSTALLED VERTICALLY OR�/'24/6 INSTALLED ( ) Y2 0 x 4/z"EMBED EPDXY OR SCREW ANCHOR p Z ( ST-3A....................1ST LEVEL ROOF FRAMING PLAN ADHERED STONE ST-4.. ...................2ND LEVEL STRUCTURAL FRAMING PLAN IF APPLICABLE Code for Design Loads w � (NOTE 6) HORIZONTALLY)W/8d COMMON NAILS: 6"O.C.AT PANEL EDGES AND 12"O.C. IN HE HTT4 (18)0.162"x 2%"IN STUD/BEAM/TRUSS, ( ) ANSI/ASCE 7-10 FIELD.2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES 5 1 ST-4A....................2ND LEVEL ROOF FRAMING PLAN IF APPLICABLE X w (NOTES 1,2,3) /6 fd x 6' EMBED ANCHOR IN CONCRETE MTS12 (7)10d x 1 /2 EACH END ( ) w = ST-5.......................TYPICAL WALL SECTION SHEET p ROOF LOADING'...............................................C -1.25 -' <n MIN 7/6"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL ST-6......................SECTIONS AND DETAILS O TOP CHORD LIVE LOAD..................................20 PSF U _j W/8d COMMON: 6O.C.AT PANEL EDGES, 6O.C. IN THE FIELD (UNBLOCKED ALL OTHER VENEER " " HTT5 (26)0.162"x 2%2'IN STUD/BEAM/TRUSS, TOP CHORD DEAD LOAD................................7 PSF a Q (NOTE 8) HORIZONTAL PANEL EDGES),6"O.C.AT PANEL EDGES, 12"O.C. IN FIELD(BLOCKE (NOTES 1,2,3) %"0 x 6"EMBED ANCHOR IN CONCRETE MSTA24/MS24 (9)10d COMMON EACH END ST 7......................SECTIONS AND DETAILS(IF APPLICABLE) LO BOTTOM CHORD LIVE LOAD HORIZONTAL PANEL EDGES) ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) HDQ8-SDS3 (20)SDS 2" x 3" SCREWS IN STUD GROUP LEGEND O MIN 15/32'32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION �/"DIA.x12"EMBED ANCHOR IN CONCRETE MSTA36/MS36 (13) 10d COMMON EACH END ATTICS WITHOUT STORAGE....................... 10 PSF 1 C7 TILE ROOF d' (NON-CONCURRENT) w z r (NOTE 7) PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL C) BOTTOM CHORD DEAD LOAD...... o = (n 8"O.C. IN THE FIELD (38)16d SINKERS INTO STUDS 11 10d x 1 %2'IN TRUSS/RAFTER EOR ENGINEER OF RECORD cn 5PSF H w STHD14 ( ) O w ~ MIN 15/32'32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION (WET EMBED) HTS20 (11) 10d x 1 %2'IN STUD EW EACH WAY O = z SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 6"O.C.AT PANEL EDGES AND OSB ORIENTED STRAND BOARD N WIND LOADING................................................. Cd=1.60 6"O.C. IN THE FIELD LTT206 (10) 10d x 1 %2"IN STUDS (5)8d x 1 %"IN TRUSS WSP WOOD STRUCTURAL PANEL N ASCE 7-10, 3S GUST........................................ 130 MPH (NOTE 2) %2"x 6"EMBED EPDXY OR SCREW ANCHOR H2.5T/HA8 1 , SYP SOUTHERN YELLOW PINE CN BASIC WIND SPEED FLOOR DECK SHEATHING: 23/2"T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. IN THE (5)8d x 1 /'IN TOP PLATE SPF SPRUCE-PINE-FUR M EXPOSURE CATEGORY.................................. D (NOTE 5) FIELD. 1 CONT CONTINUOUS J BUILDING CATEGORY..................................... II 3 ABU44 (1) (12)16d COMMON& 5/"x 7"DRILL&EPDXY (5)10d x 1 /"IN TRUSS LL MIN /a OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d H8 O.C. ON CENTER PORCH CEILING BOARD SHEATHING: (5)10d x 1 %2'IN PLATE ENCLOSURE CLASSIFICATION...................... ENCLOSED COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. .W.I INTERNAL PRESSURE COEFF........................ 0.18 (1) 12 16d COMMON& 5/s"x 7"DRILL&EPDXY 1 (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) C&C DESIGN PRESSURES.............................. (SEE TABLE 1) "SW"DESIGNATED SHEAR WALLS: MIN 7/6'OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3" ABU66 ( ) TSP (9) 10d x 1 /2'IN STUD LVL 1.9E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE _, O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL ED(�ES), (12"EMBED AT GARAGE DOOR RETURNS) (6)10d x 1 %2'IN PLATE 5 O (NOTE 8) PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). Z FLOOR LOADING..............................................Cd= 1.00 HU48, HUC48, (14)16d COMMON IN HEADER (6) 10d COMMON IN TOP PLATE O TOP CHORD LIVE LOAD.................................. 40 PSF NOTES: HU28-2, HUC28-2 (6) 10d COMMON IN BEAM DSP { TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/2'CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU F 8d RING (8)10d COMMON IN STUD/HEADER ....................... 0 PSF SHANK NAILS. (0.148"x 3"LONG). HU410, HUC410, V BOTTOM CHORD LIVE LOAD.. (18)16d COMMON IN HEADER 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU210-2, INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS Q BOTTOM CHORD DEAD LOAD........................ 5 PSF (10)10d COMMON IN BEAM OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HUC210-2 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF 1 1 INTERIOR BEARING'WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM N SPECIAL FLOOR(GAME ROOM)LOADING....Cd= 1.00 (4)SDS/4'x 1 /2' SCREWS IN TRUSS/RAFTER O TOP CHORD LIVE LOAD................ CURRENT APPROVED APA.MANF.SPECIFICATIONS. HGA10KT 4 SDS%4"x 3" SCREWS IN TOP PLATE BOTTOM PLATE ANCHORAGE IS %"ANCHOR 8'-0"O.C. UNO ON FRAMING PLAN OR SW It ................. 60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND T HELP ( ) @ SPECIFICATIONS) � W TOP CHORD DEAD LOAD................................ PSF REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. cn BOTTOM CHORD LIVE LOAD...........................0 0 PSF (26) 16d SINKER IN WALL FRAMING s �_' BOTTOM CHORD DEAD LOAD........................ 5PSF 6. 15/32'32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNI (12)SDS/4„x 2/"AL LGT3 1 1 IN TRUSS STRUCTURAL WOOD BEAM t � MAXIMUM FLOOR TRUSS SPACING...............16"O.C. BULLETIN Q370 WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATION ALLOW, 07 MIN STRUCTURAL REQUIREMENTS ARE �/16"24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE:VENEER NOTES: E- (n WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON %2'x12"TITEN HD IS AN A FOUNDATION KEYNOTE CALLOUT DEFLECTION CRITERIA 7 15/32"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. ' ` Z) ROOF TRUSSES.............................................. LL 1240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32"APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE,INSTALLATION SPECIFICATIONS. 0 TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES 3. PRODUCTS SELECTED USING SIMPSON 2011-2012 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED V 0 TL MAX 1"UP TOALTERNATES.REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. Y 40'SPAN J 4. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. STUD COLUMN KEYNOTE CALLOUT OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 5. POSITIVE PLACEMENT GUN NAILS, 2 %"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. TL/240 BASE ANCHORS, CS18,AND MSTA FLAT STRAPS. IF TL MAX 3/q' TABLE 3: MAXIMUM EXTERIOR WALL STUD S PAC I NG (IN O.C.) NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS Q WOOD I JOISTS............................................... LL/480 NOTES 1,2 TO MATCH WALL FRAMING SIZE AND GRADE, LINO. TL/240 BRITTLE FINISH-L/240 FLEXIBLE FINISH-L/120 TABLE 8: SPECIFIED SW WALLS 2 2STUDS CO W TL MAX%2" BEARING CONDITION WALL HEIGHT WALL HEIGHT of ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN ( &STUD TYPE NOTES 1,2,3,4 2 ANCHOR I- p LO NOTES: 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT BOTTOM OF STUD COLUMN CONNECTION d' X 0 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER •1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN a W m 4 Z 0 2x4 SPF STUD 12 -- - -- 12 - FBC 1605.3.1.1. •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL 4 ❑ fA 0 w U. 4 z 2x4 N0.2 SPF ° 16 12 - -- -- 16 16 12 -- -- END STUD GROUPS COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. n w 0 - w �[ F- w 0 "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN � 0 � F Z 0 J W U to TABLE 1 : COM PO N E NT AN D O (2)2x4 N0.2 SPF,2x5 N0.2 SPF SW TYPE NUMBER OF STUDS NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE ~ 4 1}- W 0 m 4 E 4 z Z 2x6 SPF STUD,2x6 N0.2 SPF 16 16 16 12 -- 16 16 16 16 12 W w CLADDING DESIGN PRESSURES SW1,SW2, SW3 2 Z o a w W w LU o ° (n N a 0 2x4 SPF STUD - -- - -- -- -- - -- -- - `., SW4 3 0 0 m � Z J w Z F- 0 Z - 16 12 -- -- -- 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP HEADER STRAPPING KEYNOTE CALLOUT fU) z m 0 a } w w N N m 0 Z W WINDOWS AND DOORS 2x4 N0.2 SPF 12 -- - -- � p - `-� REQUIREMENT. I p } NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD W 4 w P 4 ❑ w F- I I w ❑ Z U EFFECTIVE ZONE DESIGNATION O w (2)2x4 N0.2 SPF,2x5 N0.2 SPF Z QIaQJmmHi- mZw < iL WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) 2x6 SPF STUD,2x6 NO.2 SPF 12 12 12 12 -- 16 16 16 12 12 JL 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD Q F Z E- Z w W u X 0 0 0 0-20 ft2 +29.32 -31.8 +29.32 -39.3 NOTES: ,. ` END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ 1 DTT2Z m 0 W w W I m 0 0 0 w ❑ 0 w KING/JACKGROU BOTTOM CONNECTION ❑ 4 m v v Z w w Z m p 4 w 2 +27.9 -30.39 +27.9 -36.4 1. STUD SPACINGS ABOVE ARE TFiE.f�•1,�XIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE S W 1 MIN 36"BLOCK W/(20) 10d TO END STUD •IST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP Z 4 X w 0 0 1.- 0 - I 0 Z 21 -50 ft _ z F- - w ON PLAN. - W m - Ow F Z41= wN - L0 •2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD 4 w - 4 ' 51 -100 ft2 2. IF STUD SPACING IS NOT LISTER STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. W wwz x v � N `` z +26.2 -28.7 +26.2 -33.0 GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. w m 4 m w E P D 0 w w 3. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. BLOCKING AT HORIZONTAL PANEL EDGES IS ' END STUDS CONNECTION(NOTES 5,6 7) Z w I z N 101 -200 ft2 +24.9 -27.4 +24.9 -30.4 RECOMMENDED WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD., SEE TABLE 2. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP I } Z 4 0 - a m 0 0 Q w 0 .: HO D DOWN STRAPPING _t Z w W 0 4 m Z LL N m < I_ z ii Q SW TYPE 1ST LEVEL 2ND LEVEL VINYL SOFFIT MAX PRESSURE(psf) +29.3 -39.3 TABLE A: NAIL SIZE._ LEGEND TABLE 5: FASTENERS IN W Z - w � m w 4 w o � SW1 DTT2Z MSTA36/CS18 w _ 0 [7 w [� H � dv _ HEADER FRAMING KEYNOTE CALLOUT Q 1 4 Z } Z I 4 n w m - w w NOTES 1,2,3,4 PRESSURE TREATED LUMBER SW2 HTT4 (2)MSTA36/CS18 I- I- I z F I- 0 z w 0 0 w �. GARAGE DOOR PRESSURE SEE FRAMING PLAN (2)2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING DIAMETER LENGTH j SW3 HTT5 (3)MSTA36/CS18 ❑ W 4 Q = 0 ❑ SW4 HDQ8 (4)MSTA36/CS18 O F- ? ? v 8d COMMON 0.131" 2--%". NUMBER OF JACK STUDS EACH SIDE OF OPENING J PRESERVATIVE FASTENER TYPE 8d RINGSHANK 0.113" 2-%" SIZE OF HEADER(..ALL HEADERS TO BE NO.2 SYP ILL Z SHEET NO.: ACZA STANDARD CARBON STEEL en BOTTOM PLATE ANCHOR SPACING(NOTE 7) UNLESS DESIGNAJED AS LSL LVL, PSL,OR WSP) 10d x 1%" 0.148" 1 1%" 10d 0.131" 3" SODIUM BORATE(NOTE 1) STAINLESS CONNECTORS AND SW TYPE MAX ANCHOR SPACING NUMBER OF PLIES IN HEADER O ST-1 10d COMMON 0.148" 3" FASTENERS REQUIRED. SW1 48"O.C. � � STRUCTURAL 12d COMMON 0.148" 3%4' CONNECTORS MUST HAVE: SW2,SW3,SW4 24"O.C. -16d SINKER 0.148" 3%" ALL OTHER PT Z-MAX, G120 OR TRIPLE ZI C I O COATED FINISH. a SPECIFICATIONS 16d COMMON 0.162" Y, 3-1/2' (INCLUDING ACQ& MCQ) ALL FASTENERS MUST BE HOT JOB NO.: NOTES: DIPPED GALVANIZED. F R/� ��1�V�A I A 1 G A I NOTES U 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: V V Q AT1438 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON NOTES: 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE APPLICATIONS. ANCHOR BOLT,THRE DED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO - SUBDIVISION: F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF(TYPICALLY 1"'TO 8'GREATER THAN SPECIFIED � WALL SEGMENT IS IDENTIFIED AS SW1 SW2 SW3 SW4 OR SWB ON THE PLAN. ANCHOR DIAMETER). ADHESIVE/EPO Y MUST FILL THE HOLE IN THE CONCRETE 15th Street BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. � � � � ) TE AND WOOD BOTTOM PLATE, J 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS-. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. LL A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND Q SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND LOT NO.: 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. DETAILED BY OTHER. C) SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. 5. 2ND LEVEL"SW"SHEAR WALLS -END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS Z • HOLD DOWN WITH FULL-HEIGHT ["DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. FLOOR PLAN: DOWN. 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8"O.C.STAGGERED, 6. DESIGNATED"SW'SHEARWALLS WITH A COMMON CORNER REQUIRE 1 HOLDDOWN WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED LINO. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. O Atlantic2 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS . SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. O 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. Z DESIGNED: CONCRETE AND FOUNDATION NOTES 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR = BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. U DAE 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). W 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). F- REVIEWED: 3. ALL REINFORCING STEEL#3 AND BIGGCR SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). HEADER FRAMING W D BM 4. ALL REINFORCING STEEL SHALL HAVE 00 DEGREE BEND AT CORNERS WITH A 24"LAP. 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH 2 ROWS 10d 8 "O.C. d 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. O @ 3.3 FT 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. STAGGERED. Q REVISIONS DATE 1 ST FLOOR (TY P) END ZONE 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: DESIGNATION o • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. ARCH REVISIONS 9-18-14 FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF � MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d } 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND COMMON @ 3"O.C. = m SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. • EITHER TOP OR BOTTOM PLY OF,{DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING I� 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE I W THIS CONDITION EXISTS. • NO.2 SPF HEADED SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END Z 10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR 3. WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL ALTERNATIVE METHODS. SECTION SHEET)FROM TOP OF PLATE-TO HEADER BELOW OR SILL PLATE ABOVE OPENING O 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM 4. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH(2)ROWS 10d @ 8"O.C. ,STAGGERED ALONG EACH EDGE. ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, 5. FASTEN ALL HEADERSTO KING STUDS�WITH(3)8d TOE NAILS AND(1)SDWC15600 PER SIDE. W 6. IF HEADER NOT SPECIFIED,CONTACT NGINEER OF RECORD. CONTACT THE ENGINEER OF RECORD. E Q 7. LINO ON PLAN, MIN (1)SDWC15600 TOPjPLT TO KING STUD AND(1)SDWC SDWC15450 KING STUD TO BOTTOM Z PRE-ENGINEERED TRUSSES & I-JOISTS FIRST FLOOR HE DERWHENA2 DCONNECTION REQUIRED CL VELFFLOORSYSTEMIS BOVE.H§IDE OF OPENING(NO TIONREQUIREDFOROPENINGSAT U) 8. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE Q SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH OPENINGS 3 FT OR LESS W/S FIRST LOOM HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • TOP PLATE TO HDR W/SDWC156 0 @MAX 32"O.C.AS SHOWN,"ALTERNATE SECTION(HEADERS),ST-5 ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET SPH w/(12) 10d x 1-%2"@ 16"O.C.OR F-' ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER PEX CONSTRUCTION IS COMPLETE. ( ) 1R V • FASTEN TRUSS DIRECTLY TO HE DER w/MTS OR HTS w/(14) 10d x 1-1/2"(OR EQUAL APPROVED BY LL DSP w/ 14 10d x 1-/"@ 16"O.C.O C. 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING, BEARING LOCATION AND NAMING EOR). Q ° CONVENTION OF THE LAYOUT SHOWN HERE. 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL W_ >�. �• {�?(/,q''i� WITH THE TRUSS SHOP DRAWINGS. OPENINGS > B PE '- �� •..�9 �i OPENINGS IN 2x4 STUD WALLS GREATER o THAN 6' REQUIRE A 2 2x4 N0.2 SPF PLANK ORIENTED L- ( ) 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT (2X4 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(6)12d COMMON TOE-NAILS AT EACH EN C7 �%� +'� �•���i RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. '' y+� NA 14� 3.3 FT 3.3 FT 5. CONNECT ALL TRUSSES TO TOP PLATE AS;SPECIFIED ON THE TYPICAL WALL SECTION SHEET. OPENINGS > $' ' 2ND FLOOR (TY END ZONE 3RD FLOOR END ZONE 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE OPENINGS IN 2x6 STUD WALLS GREATER THAN&REQUIRE A(2)2x6 NO.2 SPF PLANK ORIENTED ( ) DESIGNATION (TY DESIGNATION ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. (2X6 WALLS PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(8)12d COMMON TOE-NAILS AT EACH END. Z /? AL�)v C) S a' Derek B. Murray, P.E. Q P.E. No. 71457 09-18-2014 ) 4"CONCRETE SLAB W/ 6x6W1.4xW1.4WWF OR FIBERMESH GENERAL FOUNDATION NOTES 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE ° 8"MIN A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE \ \ \ \ \ \ SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED 1 /� �\ �\ �\/~\// p° 28 MAX PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S VAPOR BARRIER �// ° ° ti/ 12 RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 2 SUITABLE FOR 2, 0ACTOR PSF BEARING CAPACITY,COOR BUILDING OFFICIAL INOT CONTACT OR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN i FOOTING TO BEAR ON c 6"OPT. EXTENSION IN BRICK ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN PLANS FOR LOCATION OF SLIDING GLASS DOORS. 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. 12"UNDER 1 STORY WALL SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO. 5 BAR IN BRICK LEDGE N 16"UNDER STORY WALL FOUNDATION KEYNOTES: 04 WITH(3)#4 OR(2)#5 CONT r 11'4" 22'-0" 8"x8"DEEP THICKENED EDGE 0 MONOLITHIC FOOTING SECTION W/(1)#4 CONT 4 1 I0') cn F GROUND ADJACENT TO FTG SLOPES DOWN O AND AWAY FROM STRUCTURE STEEPER THAN 10'-6" 11'-6" 12"DEEP FTG W/#4 @ 12" V-0"VERTICALLY PER T-0"HORIZONTALLY, AB EW UNDER BOX COLUMN CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE N OF EOR TO PREVENT EROSION OF SOIL. 16"SQx12"DEEP FTG W/ 2. USE STEMWALL FOOTING — — — Ac (3)#4 E W J — L LL 9 I I � 24"SQx20"DEEP FTG W/ D I o 30"SQx20"DEEP FTG W/ O TYP(2 TOTAL) I o I I I (4)#4 EW Z 5 I ih36"SQx20"DEEP FTG W/ Y I o I 11'-6" `� I I F (4)#4 EW V - I mil- (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF i L —t r — — — — — — — — — — — — — — — — — — — — 48"SQx24"DEEP FTG W/ CV STEEL BASE PLATE (5)#4 EW,T&B ' a — — FOOTPRINT FOR WET EMBED I W - I --'ar----_-----_�--^- -- ------ 9-_---------- I ANCHORS,SEE DETAIL SP1, I �' a 4 1 ST-7 C14 z T-13 ( 04 16" VAPOR BARRIER F `4 I O0 I I U I I � BEARING WALL FOOTING SECTION I 12'-6" 20'-6" I a 3 I z O I I I C/) LO a I I EL Q 0 - - - —1 I ti Q0 mW 0W1, Z co d• 1, 0 = W1- 0 w0 1LO in 0 11 En 0 ul M I i Q } a0 zW ° =' mjzza 4"CONCRETE SLAB W/ I I Z Daww - Omp � U ] 0 � WWF ❑ WWWW � [f1U1 - 0 6x6 W1.4 x W1.4 WWF OR (n 0 0 m EL Z W m Z 0 FIBERMESH I U) Z � ❑ a >- ww � NN Ozu d QC9MIW H - Ww 0'-0"A.F.F. I I q W Q w F ❑ w 1- I W U) ❑ U1 ti t a--as--�\a SEE ARCH. I 1- 0 4 I � = 0 0 (L � aZW -3O d a I I Q ZI Z W0Zl,. XO � //\ ---------- O W w a 2 0 w J p Q � 8"MIN I I 4,CONCRETE SLAB W/ m t7QO � nzwwzrnOQIW .4 I 6x6 W1.4 x W1.4 WWF Z Z 4 X W 0 0 P 0 - I w 0 Z u� I I 8"CMU CHAIR BLOCK W/ W w w z -X < w � U 7 N `` z OR FIBER MESH W _ 0 W H z Q F W N 8'x8"THICKENED 8" ''? I I _ TOP 04 SLAB (1)#5 CONT. Z_ W w 4 w W 2 1- 0 - H Z u. w w ---------------- Lu 0 0 � Z z _ FTG AT STEP-DOWN, I ,. � � � cwn Z zw ❑ QmZ � �Q � Z3z �- F- SEE PLAN VAPOR BARRIER I - .. W wZJ � - w5 NWQ � �- Q z D w - 0 Ow0 � � w °VAPOR BARRIER \ \\/ Ov F- F = zF I- YOZWODWFa-- � CURB STEP SECTION 13'-3" i //\// — 4 12'6" 7'-3" ; ao � ZUQ - vtYO = W ZQ aI- a. uHiQO [71=- ion I 3 I #4 OR#5 VERT REINFORCING LL I E I UP TO 3 COURSES. 72 O.C. \ \/ I //\//\/ Z SHEET NO.: /\\/ \\1/ O_ 4 TO 5 COURSES: 48"O.C. \\// / /� ST-2 �7 - - - - - - - - - - - _L FOUNDATION j - - J- - - - - - � ,- - - - - - - - - - - - - -, PLAN \\ \\��� ADDITIONAL#4 OR#5 IN i i I FOOTING TO BEAR ON FIRM //� / BRICK LEDGE Q JOB NO.: 3 D — i UNDISTURBED SOIL V AT1438 4' CONCRETE SLAB NO 4 OR NO 5 @18"O.C. I VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE Q W/6x6 W1.4 x W1.4 W/9"BEND @ BOTTOM I I I TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN SUBDIVISION: WWF OR FIBERMESH VARIES I I L- 8"MIN I I I CAST-IN-PLACE FOOTING SPECS O 15th Street 1 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT W a a 28' MAX4 l/ / I 9'-82" 3'-92" I 2-STORY: 10 x 20"W/(3)#4 OR(2)#5 CONT // �� Q a: . 12'MIN.`/ LOT NO.: VAPOR BARRIER 2 CMU STEMWALL SECTION z 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK } FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 (� FLOOR PLAN: � � I � I M I COURSES HIGH. SHOULD THIS O 6'OPT. EXTENSION IN BRICK I I I IS CONDITION EXIST, RECOMMENDATIONS J Atlantic2 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. LOCATIONS ON FND PLAN I 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY EPDXY Z DESIGNED: 12"UNDER 1 STORY WALL ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. U DAE WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 I 5 I I W BAR IN BRICK LEDGE 16"UNDER 2 STORY WALL I I I I— REVIEWED: 0'-0"A.F.F. WITH(3)#4 OR(2)#5 CONT � I I W DBM i L — — — — — — — — — — — — � (BEYOND U-BLOCK W/ CL 5 GARAGE EXT WALL CURB SECTION I 4"FLOATING CONCRETE w (1)#5 CONT Q REVISIONS DATE � 1 SLAB W/6x6 W1.jxW1.4 ,-02, 1'-02'a I WWF OR FIBERMESH > ARCH REVISIONS 9-18-14 _ I .. 5 D I — _ 0'- 00 10" 0'-10" I /� oo —o ..a g w FINISH m /`'� I••� / / / / / / q/ // � GRADE UNDER DOOR M I J /\\�\\/\\/\\/\\/\\/\\/\\ \/\\/\\ �/� \ \\\\\ W — - — — — — — — — — — -� — — — — — — — — — — — — O" \ \ — — — — — — — — / STEEL BASE PLATE FOOTPRINT (3)#5 VERTICALS REQUIRED AT FOR WET EMBED ANCHORS, #4 O R#5 VERT \\ \\�\\��\/i�// i\\/ O / \ /\ W SEE DETAIL SP2,ST-7 (3)#5 VERTICALS REQUIRED AT REINFORCING @ \ \ \ \ 4"CONCRETE SLAB W/ GARAGRECOMMENDED CURB 2„ 16 3 2 1'-10- 1 GARAGE CURB-8"WIDE CURB MAX 72"O.C. 1'-10-" RECOMMENDED i Z 6x6 W1.4 x W1.4 WWF OR I � FIBERMESH \ • -:--D 0'-0"A.F.F. 20'-0" _ a d------ --=- _ SEE ARCH. 13'-0" 3 O ° .4 a a DWGS. FOOTING TO BEAR ON FIRM d L___Q °_a__ 33' 0" UN'DISTURBED SOIL ADDITIONAL BRICOKNLEDG OR#5 U PEX a ai\ „ V�RT REINFORCEMENT TO LL AVE 6"BEND @ BOTTOM 4"OPT BRICK LEDGE Q NOTED ON FND PLAN it CAST-IN-PLACE FOOTING SPECS U) 9 ♦�� �C VAPOR BARRIER 1-STORY:8"x 16�"W/(2)#4 OR(2)#5 CONT ,. *e ©�� ; s 12"UNDER 1 STORY WALL 2-STORY: 10'x 20' W/(3)#4 OR(2)#5 CONT �`+� •.• L 1 C :/V ,9 WITH(2)#4 OR(2)#5 CONT 0 '"a No 40 mm m � 11S7 16"UNDER 2 STORY WALL CMU STEMWALL SECTION 7 WITH(3)#4 OR(2)#5 CONT 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK',; 3 C FILLING BEHIND A STEM WALL PARTICULARLY WHEN U »"n • N J FOUNDATION PLAN __ N IT IS OVER 4 L" - �-s 1 /4" 1 ' 011 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS '' '` •' �✓ 6 BEARING CURB STEP SECTION MAY BE OBTAINED FROM THE ENGINEER OF RECORD. X �P/�o !•`C 'R•I a•?:r`�, 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY W �1 N�LEN ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Q Der�PBO MWAy' P.E. P.E. No. 71457 09-18-2014 ar F. �f. FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. n 2.SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ��• ON DETAIL SHEET. 3.ATTACH SW TO FLOOR DIAPHRAMGM PER ONES OF THE FOLLOWING: -- A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS 3 STUDS z p % _ w p r BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. -- HTT5 B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH04 m m FLOOR DECK TO SW DBL TOP PLATE W/10d 3"O.C. Lo SW3 4. PORCH BEAM FRAMING NOTES N n NOTE 4 :,;' co • 6X6 SYP PT POST, 2 TOTAL A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. p ..... _.__ _... • EACH BEAM TOP ST W/(2)MSTA24 NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION cn _. . .._....._ ..... .. _ . POST TO SLAB W/ABU66 AT WALL. OP OF BEAM ELEVATION EQUALS TOP OF TOP PLT T p --- ------- (2) 9.25"-LVL: --- --- -----(2)-9:25"LVL------- -- 3 STUDS z ELEVATION. 3%Z"MINIMUM BEARING REQUIRED IN WALL N W ! PORCH BEAM TO STUDS W/HTS20 OR MSTA24. N -- HTTS M -? B. SHIM BELOW PORCH BEMS JUST ABOVE TOP PLT ELEV. J DIMENSIONS PROVIDED FOR _ LL PORCH BEAM TO04 P OP PLT W/MTS12 OR MSTA24. STEELWORK ESTIMATING. FIELD �Lj \ SP1 W14x26 x 12'-6�"LONG VERIFY PRIOR TO FABRICATION. C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. J STEEL PORTAL FRAME, PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR ST-7 SEE DETAIL SP1,ST-7 HUS2102 TO SYP PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, o CK IN STEEL MSTA24 OST DOWN STUDS TO STUDS BELOW W/HTS2 _ III .---. ;� MSTA24. P 0 O :. ' PA R 0 .. .......... . .....I_ . . ..... III (2)2x6-1/2 NO HDR 0/2 D. BEAM ATTACHED TO EXISTING FRAMING V NOTE 1 ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK -- 4 STUD Q III STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM 2 MSTA24 w DIMENSIONS. 1 DTT2Z III N III (2)2x6-1/2 5.SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER III TYPICAL WALL SECTION SHEET. H No w IIL ----- - -- - --- ----- -- - - ---- 6. HIGH UPLIFT CONNECTION: x O~ III - •TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C. OR N Z ---- ----- - --- �- --- - ------ -- ------ -- (2)SDWC15600 24"O.C. 4 STUDS o w •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL a p STUD"@ MAX 32"O.C. 0 HTT4 .1 ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C. V 2 MSTA24 _�, III ` OR(2)SDWC15450 @ 24"O.C. Y 0 1 DTT2Z (4)2x6 2 7. BALLOON FRAME WALL CONTINUOUS FROM BOTTOM PLATE TO SECOND III LEVEL DBL TOP PLATE W/(2)2x8 NO.2 SPF OR BETTER @ MAX 12"O.C. Q -- HTT4 m a III a g, BRACKET TO BEAM W/ 2 flJ X 12"LONG GALVANIZED LAGS FROM - 3 STUDS w - 3 STUDS 0 w O s Z p .. �.p BELOW BRACKET INTO BOTTOM OF BEAM, RECESS HEAD OF LAG INTO co - O � iI ... ..... P:.__ .. _ ._.. .. -- 0..�.. BRACKET HORIZONTAL MEMBER DTT2Z -' - __DTT2Z.. U- 9. is 0 THRU BOLT HOLES TO BE COORDINATED WITH STEEL ! _ _ __ FLO_OR_GIRDER_ _ _ _ III^ _ _ _ _ _ _ FLOOR GIRDER _ _ _ _ C MANUFACTURER ONCE STRUCTURAL BRACKET IS FABRICATED FOR z _ -- - _ - - _ _ - == -III'- - - -- - - - - �!- - - - - -- - - - - - - - - z ANCHOR BOLTS REQUIRED TO SECURE TO STRUCTURE � III 10. STEEL BEAMS TO BE PAINTED WITH RED OXIDE PRIMER. FIELD TO d• X 0 } UP SCRATCHES AND KNICKS WITH COLD-GALVANIZED COATING IN r- W W Q Z Z 0 Ul IL a 0 VIII' LL Iwo[ ° oL` wo VIII! � Joy ? Fzoul ° ° Ljuim I` w - z III - -- --._ ........ - - .----- 0 W � � °wD oNmaoa � wU. o - - ---- _.._ z ° aw ww � owNNo °� III: C7 0ma Z � F � wz � o ° W J m . ! (n zm IL wW � ulN Oz0 III' I (2)2x6-1/2 W QaF a [7WFwwwpWUm III Z En ? IW z - I FMZWaIi :III; v) a � ° � ZW0zLL goo ;III ° ww (L oWJ ° aW III: llaXl� oo � 0 - o III I .. ..................... � WOwXQWwQ � N - � � III - I 1 MSTA24 HTT5 HOLD DOWN PER W W Q w U ul Z 1 HTT5 SW3 SPECIFICATIONS WW z Z = w a !Y z z i U 0 0 F- w z (2)2x6-1/2 CD C70 }U' Za � rnWa � NZZIO III 2 MSTA24 FLOOR GIRDER FLOOR GIRDER v4 '(2)2x10-1/2 1 MSTA24 W W Z III 0 m W 0 a w a U III^ - - - - - - - - - - - - o w w 0 �- w - - - - - - - - - - - - - - - - _ _ _ _ _ = _ _= W — 1 DTT2Z = _ _ _= _ _ _ _ _ _ _ _ _ _ = - - - - - - - - - - - - - - - ----- _ _ _ = 1 DTT2Z Q IaZ } ZIa [] w � - aw - - - - - - - _. ... --- III` 4 p � F- Iz �� Y ° zwo ° W1- � -- 4STUDS Q NOTE w ZL3 nm0I w0Za W ! -- > � nl-- ? 3Nau�iQo �il2- Zno 3 STUDS __ __ III. tS EATH BOTH FACES OF S 4 O O - 2 STUDS; 0° (2)2x6-1/1 (2)2x6-1/1 HTT5 00 { LL HTT4 p Z S I: HEET NO.. ST SW - 0 - NOTE3 STRUCTURAL -- 3 STUDISOW- wSHEATH BOTH FA ES OF SW4 �, pO L ___........_ __._ a FRAMING PLAN ...._........... -- . _ .._... .. ..... . .. ._ - 0 JOB NO.: I -- 2 STUDS o w ;. ._._. .- - AT1438 00 w Q F- i J — I................................_... O LL SUBDIVISION: C7 I Z i is : 15th S -- 2 STUDS o w o Street p O � -- DTT2Z Q U LOT NO - 2 STUDS O w Z -- - _j - FLOOR PLAN: C7 f ..._ . _. -- DS 2 > Atlantic2 3 STUDS �\ ............. ...._ -- HTT5 o m °° 0 Q DESIGNED: 3 STUDS a w -- 3 STUDS 0 w \ _ O p O p ' 2 2x6-1/2 ` (2)2x6-1/2 cn DAE HTT5 -- HTT5 OJ ( ) U- C7 w O ;r �- FLCOR GIRDER ! I. REVIEWED: w DBM - - - - - - - - - - wIII `k' -- 2STUDS Twp NOTE4 a Q IIl O N REVISIONS DATE O II GARAGE DOOR DESIGN c WIND LOAD(PSF): HUC210-2 ARCH REVISIONS 9-18-14 O II +25.65/-28.69 .. -- -(2)9.25 LVL...: — °II - ... _ ------- _... ... ._.... -_. --- -.-- _ ..........._---- .._... . 6x6 SYP PT POST m w "' NOTE 9 NOTE 9-' • NOTE 4 I BEAM TO POST W/(2)MSTA24 0 DIMENSIONS PROVIDED FOR Y . BEAM TO SUPPORTING w +(2)HGA10 W STEEL WORK ESTIMATING. FIE D ;`SP2 W12x22x18-11 2"LONG STEEL Y STUDS W/(2)MSTA24, v POST TO SLAB W/ABU66 Z VERIFY PRIOR TO FABRICATIO PORTAL FRAME, SEE DETAIL SP2,ST-7 I- > m a U • SUPPORTING STUDS TO fi!, mmmm t a ST-7 X SLAB W/HTT5 i;m 0 5.25"x 9.25"SYP PT GLUE LAMF— (D (.0 NOTES m 1. FLASHING&WATERPROOFING ARE OUTSIDE Q NOTE 8 NOTE 8 OTE 8 OF STRUCTURAL ENGINEERS SCOPE&SHALL Z r BE DESIGNED&SUPPLIED BY BUILDER 2. BUILDER TO SUBMIT SHOP DRAWINGS OF PROPOSED HANDRAIL CONSTRUCTION FOR 0 APPROVAL BY EOR PRIOR TO CONSTRUCTIONPEX &INSPECTION. #, U Aa U- U) �r`J� ®`6'8`0 +• ('i 3, E • � e',I N os OF �- FIRST LEVELS RUCTURAL PLAN 1 /4 — 1 0 X =.,, � • �R.�p.� i;>�.� Fo a Q DerBjmw1WP.E. ' P.E. No. 71457 09-18-2014 ,n , s�fr.: Il fk, ROOF FRAMING KEYNOTES lig - NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN , ;;1 i' i 1. PRE-MAUNFACTURED SHEAR PANEL 3 • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON I `` FRAMING PLAN 41 o SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. ?f' • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. I ,. 'N? 2. TYPICAL BEARING BLOCK z (D, • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH ,, DIMENSION OF TRUSS MEMBER. - ) ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS J .... 10'11' 22' ........ BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 3. LEDGER FRAMING NOTES: CD • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT O 7, EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX Lo 24"O.C.SPACING) 1-: CN • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED N ■% i.- I`�-� : fl- I-- P- I— t,- W LOCATIONS ON PLAN 00 m 0 ' , 0 • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER 4 LL LL Li- ; LL, LL LL LL. u- - L. u. cn F-- � _ - -, : �- .. ...., -��-�� — .. -� .. PROTECTION 0) I i ... - 1,, :: ,.: ..;,..... ._ .__.I_-- -- i �`:�s .. IN ACCORDANCEAW/FRC 502.OSIOXTERIOR DECK &4 : r i ii i : ; LEDGERS SHALL BE SECURE TO WALL FRAMING WITH � NQ)r -_- 1. WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT N : F01 11 _�--__—____---._r=___— __- --..- I: FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. M -- : : : : : : : : : : : I z : bod z t c a ' . 0� ROOF FRAMING LEDGER: : J . _.. 2' 2'._... ; 2' —2'- �' ..- 2` 2 �.. .2�. ;. .2 it 2x6 (4) 12d COMMON FCJ1 _— -- ,. -- -- ii �; ii 2x8....................(6)12d COMMON : LLJ 2x10..................(8)12d COMMON cv i J 2x12................ 2d COMMON 10 1 ( ) — _..__..._._._............ .: s ! : FLOOR FRAMING LEDGER W/NAILS : O ( ) j — . L _. _ .... $ _4= .............. - -... .. _1_ L PT 2x8................(5) 16d COMMON O :. . q h3== — --- _-- -�" -- .. '. PT 2x10..............(7)16d COMMON Y I' PT 2x12..............(9) 16d COMMON V F2 __ __ _ _I I_ F08 11� ' FLOOR FRAMING LEDGER(W/SCREWS): 04 `- � ...._ _ PT 2x6................ 3 %a"x 4-'-'/z"LONG#14 WOOD SCREWS ■ � a + -- °°# -..3 - �_-._.. F PT 2x8................(5) '%"X 4-%"LONG#14 WOOD SCREWS PT 2x10..............(7)%4'X 4-%2'LONG#14 WOOD SCREWS Wcn ;.� : :;: : F2 - !1� : iz. : �) cv w !r : :::;l -_.:_.:...._ ��--— ._ :.: _�__-----. .. ... .. .._ ._. .. . . .-.............._ ��'F (n ........................----......�................�. c: : . (n - 4. E FRAMING NOTES f OV R " j —�....�....--......�33}` gv • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP 24"O.C. MAX. kt A .___ _Fr .. LF ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 N0.2 SYP MIN. --- FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W!(3) 16d .... TI: O F(, __._ `' MR T _.. 0 ___ i ti - L-- Ile t `" ? EACH RAFTE O"SLEEPER"W/SIMPSON H3 UPLIFT U : c4 ?. j------ - itL__.— F CONNECTOR. Of _02 11 (g ALL RIDGE BOARDS TO BE 2x8 N0.2 SYP MIN. Q ' -..__ -- --i cv • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO 0- -... (2)HTS20 . - .. ... F W/(5)10d COMMONS MIN. Z ...._ �i __ ..__ _.__..... ....._ .__ ..... k ... .-._ .. .. .. r: �' �' RAFTER SPAN O RAFTER WHERE APPLICABLE — — �-- — — } f, 2)HTS2 N SCHEDULE F� SPACING _. HTU2 2 )i, ( O.C. LUMBER SIZE _ _.__._:-::: - ----- -- : �- )HTS20 - �� G 12A . cn HTU2 -2 2x6 2x8 2x10 2x12Lo • 2x10 SYP RIBBON @ F - _ _. :_ _ 11. E • 2x10 SYP RIBBON @ } NT x p CANTILEVERED FLOOR CANTILEVERED FLOOR 12 - - ti W ❑ TRUSSES;/jTTACH TO EACH N X :. i . : _: - l .::: _.. F A 14 5 18 3 21 8 25 6 a U o Q M U1 __`g _... _.__ _ TRUSSES;ATTACH TO EACH 16" z 12'-6" 15'-10" 18'-9" 22'-1" Q ❑ N 0 LL Q Z TRUSS W/MIN(6)10d i F e;.... ... iv TRUSS W/MIN(6)10d w p I W Y E p ❑ ;. • EACH FLOOR TRUSS TO DBL - -- - - -- - • EACH FLOOR TRUSS TO DBL 24 10'-2" 12'-11" 15'-4" 18'-0" O F Z 0 J 0 w U N a TOP PLATE W/MTS12 OR(2) - - _.__ - I� W (`4 �„ - ._.— -----y - _..:.: F A TOP PLATE W/MTS12 OR(2) 20 L.L./15 D.L.#2 SYP - } a p z - m z z ❑ SDWC15600. = WC15600 �- w - p m Q Q ❑ W FJ2A " --- 1—� ::: _...... ..---- ty ;' . . CEIL DULE Z Q w > W W J W 0 N m Q p i SD ! N SCHE ... a a . ...... ( :r ..._ .. -...- r - -.. .... .. _:.;� F0 A pima . m LUMBE I a.. n SPAACING W Q C}'J N I W N F W ° (n r 1, — - .-- ZE Z - �, 2x4 2x6 2x8 2x10 Z Q w F to J w Z w .:: f y F (� Q � ZQ ❑ w � Zwap � p ❑ T ..._ _. 12" 11'-10" 18'-8" 24'-7" 26'-0" p wa W a I m - ❑ w 0 Q 4 ,.... _.. . . ._,., . 1, N co m � W U Z p W Z 0 W it .... _.k . . _ - - - ! cr 16" 10' 9' 16' 11" 21' 7" 25'-T ZQQX ❑ � HONIQpZ W m j_.:. ..... I. ...._.. .. _:_ F F 24" 9'-3" 13'-11" 1 T-7" 20'-11" W p W �- Z W N C7 _ { .. W W x Wrj_ U � LL -(J .._ ,z .. -::: _t t, I� i W Q a F p _ F]- z (JJ W W • 10LLl5DL #2 SYP W w n p } a - - - - z a � F02 11: - 11i BEAM SCHEDULE w W w ° m ? a Z 3 I - _. a, Z NWQ UU ... _ — _.._ — .. ............_._. FG1 �—....-- _ _ -- -- — �.F Z } Z C7 (�jW � � � FQE (2)HTS20 car HTU2 2 ::.ki ---.::.i.._. : .::. . ,j- s N .:.:....— x �.::: ......__ t ,I;F p I z Y ❑ z w G w I. _ ._.... �, EE ZUQ � U � ❑ I W Z F 2 ,, Q - -J I- Ip ❑ J `- BEAM NO. BEAM SIZE AND TYPE NOTES U I- N a Q ❑ �7 I. U U O ❑ Wz3 z i (2)HTS20 _ F F _. _ - -- _: .::. - ---- F a u . ..-...._...... - > .... x`. : [^ :.1 �1 ! a4 _ 'j.i; SHEET NO.: FC), -- . .... MICROLLAM LVL : �_ N1 I B01 s NOTE 2 ::. 1. [: _ -1 A i 1.9E-(2) 1 /4 x 18" _0 w ST-3A U N WO F Y r 1. - BEAM SCHEDULE NOTES ROOFFRAMING Z 1. FASTEN EACH PLY W/(3)ROWS 10d @ 12"O.C. STAGGERED. O �) 2. FASTEN EACH PLY W!(3)ROWS 10d @ 6"O.C.STAGGERED. PLAN __-- .... -- w � 3. FASTEN PLIES W/(2)ROWS %"DIA.THRU BOLT W/NUT ANDOf FC1 .. kt ... i? r= :-V 1 ; O WASHER @ 16"O.C. STAGGERED. PROVIDE 2"EDGE DISTANCE.O JOB NO.: ._... 3 1 E- w (� : F r ... ~ ., .. ►- AT 143 : gm Q , ............. .... ...... . _._. :�` ......._... ..-.-. . :::: : ', `:> a SUBDIVISION: 1 i FFH WT( p O F N t .-Y. -1 .. I :_.F y. 0 15th Street 'W` TRUSS ENGINEERING NOTES. ;, J A C WJE. F- O N • m UNLESS SPECIE LL- 0 SPECIFICALLY NOTED ON TRU SS 2 F a..::. . _. I` ::: k: I. o zQ� 00 FRAMING PLAN, ALL TRUSS TO TOP PLATE a . . } CONNECTIONS SHALL BE ACCORDING TO (� LOT NO.: X N Z : RI F t o � THE TYPICAL WALL . . k. .... _.xi._. .. ..... _. .................. . �_ " W • ALL EXTERIOR WALLS S AREOHELDEBACK 1/2" } FLOOR PLAN: :_. _ ..__._ _ __ .._ w ; ' ; g FOR SHEATHING. 0 Atlantic2 _ :_—__.: - el: LL � • FLOORS HELD IN ADDITIONAL 3/4". O ..... ....... i:. .... ........ ... ........ fs. ..... .kx ' .� . : i:: .. 2x10 PT SYP FLO RLEDGER, Z Z DESIGNED: I'll'. ATTAC S E4 i -' _ H W/ CR S PER NOTE 3 I -� o (� DAE .. 1 I .. 1 l 12 , ...... REVIEWED: F k - 1 �} 158 c - - -- -- - ,i W R r' W 11 q HTS20 1 11 12 C11 iHTS20 , 14 : TH, 22 .1 8 1 Q ' F � r 0j LL !, I';... --- i '.:. _4 x ti F `: REVISIONS DATE 1'10°'12 - ARCH REVISIONS 9-18-14 .._ .... f:.... R ..1 S :.... ., 4. .. I) -r.- F ! e � � �' r ..:'", F G V FE _ , � in I ;.......... 0 HTS20 ' 2x10 PT SYP FLOOR LEDGER, . 2x10 PT SYP FLOOR LEDGER, W ATTACH W/SCREWS PER NOTE 3 ATTACH W/SCREWS PER NOTE 3 Z 2x10 PT FLOOR JOISTS @MAX 24" NOTES O 2x10 PTF OOR JOISTS @ MAX 24" O.C.,ATTACH TO LEDGER W/ 1. FLASHING&WATERPROOFING ARE OUTSIDE O.C.,ATT CH TO LEDGER W/ LUS210;BUILDER TO RIP JOIST TO ' OF STRUCTURAL ENGINEERS SCOPE&SHALL W LUS210;B ILDER TO RIP JOIST TO ESTABLISH SLOPE BE DESIGNED&SUPPLIED BY BUILDER ESTABLIS SLOPE r 2. BUILDER TO SUBMIT SHOP DRAWINGS OF Z : PROPOSED HANDRAIL CONSTRUCTION FOR �' _ ... APPROVAL BY EOR PRIOR TO CONSTRUCTION CA - .... ...... . .... .... _ .. - &INSPECTION _ O 32,4„ rpt. - F- PEX I � - ): 2x10 PT FLOOR JOISTS @ MAX 24" 11 I V , O.C.,ATTACH TO LEDGER W/ V- V, LUS210;BUILDER TO RIP JOIST TO Q j', ESTABLISH SLOPE TRu RAL - �, ��' 11 r �: •.� 11 Z o X14 7 ., _ } U � . • * `: Y 11 1 11 i W ®Q r 1� ;`�%q FIRST LEVEL FLOOR FRAMING PLAN 1 /4 = 1 0 � � �.�� .. �,.z q - -- g, 4p •••• ,® Q , �N.R�N X�`r�.E. 19.8.1N9."11457 09-18-2014 - ,: .. , . _- ,- _ _ -. _ , - _ _ __ .�. _.-.__ I" l , Si5^rz^ v. FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2.SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP 1 PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE x, ON DETAIL SHEET. 3.ATTACH SW TO FLOOR DIAPHRAMGM PER ONES OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. O d O B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH Cy FLOOR DECK TO SW DBL TOP PLATE W/10d 3"O.C. �? SW3 SW3 SW3 4. PORCH BEAM FRAMING NOTES N 00 A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. p NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION 0) .. :.... -! ' -- ____ - I. I ! .... AT WALL.TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT -- N `. (2)2x6-1/2 (2)2x6-1/2 (2)2x6-1/2 ' ELEVATION.3%"MINIMUM BEARING REQUIRED IN WALL N N NOTE 1 / NOTE 1 /' PORCH BEAM TO STUDS W/HTS20 OR MSTA24. M B.SHIM BELOW PORCH BEMS JUST ABOVE TOP PLT ELEV. J I PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. V' WSP HDR-00 WSP HDR W / - C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. -I PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR J ` PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, O MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR O MSTA24. C7 / D. BEAM ATTACHED TO EXISTING FRAMING Y ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK Q STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM ... ...::::: — — DIMENSIONS.- O ■ - 4 STUDS L O o 4 STUDS 0 w 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER \h,4 1 -- (2)CS18 ) TYPICAL WALL SECTION SHEET. _ ROOF GIRDER_ 11 6. HIGH UPLIFT CONNECTION: -- - _ _ _ _ = = = •TOP PLATE TO STUD W/ 1)SDWC15600 @ 16"O.C. OR . 1 L. I (2)SDWC15600 @ 24F- cn ........ "O.C. ....... -': •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL STUD"@ MAX 32"O.C. • 1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C. \\ nk OR(2)SDWC15450 @ 24 O.C. 0 �\ 7BALLOON Y FRAME WALL CONTINUOUS FROM M PLATE TO 2ND r \` / 1[ ✓ \� DBL TPPLATE A OVE W1(2)2x8 NO.2 SPF OR ETT ER @ MAX 12"O.C.LEVELa (2)2x6-1/1 SW2 8, BRACKET TO BEAM W/(2) 8 Q X 12 LONG GALVANIZED LAGS FROM Z NOTE 2 BELOW BRACKET INTO BOTTOM OF BEAM, RECESS HEAD OF LAG INTO FASTEN BOTTOM PLATE TO BRACKET HORIZONTAL MEMBER GIRDER TRUSS BELOW W/(2) } ...... .... 9. 16"O THRU BOLT HOLES TO BE COORDINATED WITH STEEL ROWS 10 D 4' O.C.,STAGGERED - - w MANUFACTURER ONCE STRUCTURAL BRACKET IS FABRICATED FOR - - - - - p r - '.; _ - - - - - - - - - O ANCHOR BOLTS REQUIRED TO SECURE TO STRUCTURE z _ u T DRAG LOADED TRUSS z } STUDS O i -- 2 UDS C9 10• STEEL BEAMS TO BE PAINTED WITH RED OXIDE PRIMER. FIELD TOUCH X p z 20 ! ❑ UP SCRATCHES AND KNICKS WITH COLD-GALVANIZED COATING IN ~ w W Q • 0 - CS18 ❑ � ,: S18 4 � av ° � FWWWZ ! (,; F FIELD. Q 0 ul 0 LO J ❑ � Z F- Z � J � WUN2 F � ww z ❑ In Ll ALL l" W W F ❑ w w � w LL W N p � I I \ a W ❑ ❑ oma � w � I- WNmOz ° € Qa � QL9nIWwulFmw � .._.... w ❑ WFIIwoZn - _.._..__ Z QI it F m o Q 1, m C7Q � L7tiZwwz [A ❑ QIW i 4 ' W m - 0 w IQ- UQ � m = wry 2 2x6-1/2 Z QXWO ❑ F- ❑ OZ O � . w w z w - n Z SW2 N w Q � � � ❑ • ww 'a -- 2STUDS C9 NOTE 2 ,, o w _ z = } Z QOf Z _ z a O Q W z -� FASTEN BOTTOM PLATE TO - N O~ ::; Z ❑ 0 z } LL 0 N w a 0 N z z F 0 -- CS18 q GIRDER TRUSS BELOW W/(2) 1'!` z Z Q m ? - m Q z 3: - f'. v W ww -� � w7 uHjW GNU R WS 10D 4"O.C.,STAGGERED w z 0 W EII.- 0 - w - - - - w DRAG LOADED TRUSS E H z Li Q F U ❑ I w w z 2 MSTA24 � a F— 13- Ul <0 L3 Ll (2)2x6-1/1 (2)2x10-2/1 2 CS18LL J Z SHEET NO.: (2)2x6-1/2 olL�... .. III . � _._..... _ ._...... O (2)2 O x -1/1 2x6-1/2 If- � STRUCTURAL O -- 2 STUDS Q w - Oil IIIFRAMING PLAN } i O 2 2STUDS JOB NO.: -- _ III 2 2 STUD w❑ w0 -- " O FLOOR GIRDER III 111 - CS18 O __ l -- L) AT1438 - I III ;x 0 � f ROOF GIRDER _. , w - - - - - III .' 2 2STUDS u- w ~O SUBDIVISION: -- 00-/ IIIo ul -- oo — CS18 ; ; I 15th Street ;. 1 -- -- 0 [� Sul I ; w ,' I { LOT NO.: ..... ._ ._..-................... Q II[ / W w CL U o -- --- I Lu o 0 IP ... .... z ...... z t FLOOR PLAN: II� _ 1. : : -- �- � � , J Atlantic2 2 STUDS WO w FLOOR GIRDER III Z DESIGNED: �. / ❑ u- w III Z (2)2x6-1/2 /' LL O -- O ❑ III N = DAE ' O III w ROOF GIRDER N W ' ' W (2)2x6-1/2. CS18 III I"'i cx cx N O N F- REVIEWED: Z N Z x IIC 2 2STUDS v_ w W DBM } - 2 STUDS 00 w❑ - 4 STUDS III O 0- /' m S1NB1 -- -- -' - 2)CS18 m III -- CS18 - Q w ( C9 REVISIONS DATE ^� ;(2)2x1�L CONTINUOUS-8'-11"LONG; F CONT NUOU, BLOC ING AND STRAPPI G. III z FULL LENGTH OF SWB1 TO M�{'�,TCH DO ----- FLOOR GIRDER i l (2)2x6-1/2 ARCH REVISIONS 9-18-14 _HEADER SILL BLOCK ONLY NOTE 1 ...........1 — — --- _ _ . -� i m ROOF GIRDER = = - _ D HUS210-2 _ _ _ _'- = - - - - o NOTE SWB1 z N -- 2 STUDS w p €' (2)'2X6 212 ; N 2 MSTA24 P2 mY N 2 CS18 PORTAL -- (2)CS18 NOTE 1 ST-6 FRAME(2)2x10 �.... (2)2x10 (2)2x10 } Q Z • 6x6 SYP PT POST,(4 TOTAL) z • EACH BEAM TO POST W/(2)MSTA24 '� 2 MSTA24 O EACH POST TO BEAM BELOW W/(2)MSTA24F- PEX £ 2 CS18 _ 0 LL { TOWER STRUCTURAL PLAN 1 /4 = 1 ' 0" u No 14 .s ZOPT •. U •• uj SECOND LEVEL STRUCTURAL FLAN 1 /4" 1101111 �` :y .ny '�°� `� ' •• •' '•��° rE � a ea® 1 Q Derek d. Murrayuu+',%P%.E. P.E. No. 71457 09-18-2014 1, k;.' �f ��, ROOF FRAMING KEYNOTES �, NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE S_W SPECIFIED ON T. FRAMING PLAN SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. a FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. . 2. TYPICAL BEARING BLOCK ;v' • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. 32'11" -_.__. _._ �, • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS _.__ _ BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 3. LEDGER FRAMING NOTES: O " � 1 FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT O N c\j (N cq EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX \,.. ( ...... _ ... ._ ........ F" 24"O.C.SPACING _• 4 2,6,r " . '? " ! �. -' :i . �+ P+ f ! • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED N !1 MTS12 T12 6., LOCATIONS ON PLAN O — _ — -:_ w E TABLE 3 ON SHEET ST 1/S1 FOR FASTENER I ;— : _ : . __ _ __ I —— - PROTECTION AGAINST CORROSION d O - - -- d7 ., • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK ! LEDGERS SHALL BE SECURE TO WALL FRAMING WITH d- �,<____ / WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT N !: NG LEDGERS ARE FOR INTERIOR USE ONLY. ,� . � : FLOOR FRAMI N M ROOF FRAMING LEDGER: (= _. J\ I' % --- — - -- 05 " 2x6....................(4) 12d COMMON � :: 2x8....................(6)12d COMMON 2x10..................(8)12d COMMON �� �. ,m -- -- - -- - - --- V \\ ! FLOOR FRAMING LEDGER(W/NAILS): Z : , PT 2x6................(3)16d COMMON O 11 -_— -- __ -- T2 8 11 x 5 16d COMMON PT 2x10..............(7)16d COMMON Y PT 2x12..............(9)16d COMMON U -, X11 i - .. -- - - — 11 x e ( / _ (a� ° 1 (N - %D %(W ■ - _ _ (2)HTS20 C � Ct CEJ; Cs CJS P 00$FRAMIN(5)%a"X 4%"LONG#4 WOOD ..... +_gig : _..__ ... :) (2)HTS20 54 3 O i ,: �2 OD SCREWS d E I `� - _- - . 11 PT 2x10..............(7)/a X 4-/2 LONG#14 WOOD SCREWS W : 0 I .. ... PT 2x12..............(9)ja:,X 4%"LONG#14 WOOD SCREWS H .. .{. .._.. ... .... z - 4. OVERFRAMING NOTES TO -.:.:. I \ " ; ALL RAFTERS TO BE MIN.2x6 N0.2 SYP @ 24"O.C. MAX. _ __. ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 N0.2 SYP MIN. • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d O \ t T09 ....: ! EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT _ -- .. .... .... . ..._ .. ..... ...... .._ ...... ....._ _.. ...... CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 N0.2 SYP MIN. I t, • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO a. X 09 -; . --- _. ... ... ----_ -. ...:.-... .... . ... .. ..... . APPLICABLE W/(5)10d COMMONS MIN Z (, T09A r � ; _ .-. o.c. __ ... ..... ... . .... tHTS20 : '� SPACING LUMBER SIZE Z) HTS20 2x6 2x8 2x10 2x12 T09B _ ._.. .. .. . .... 12- d• x ❑ Z o .. .... .._ _. _ Q ^ 14'S" 18' 3" i _ Q ❑ mW � ❑ W � WZ T096 24 0 . ..... _ e 10-2 12-11 15-4 18-0 ❑ ❑ ° ❑ _j - -;= . .._ ..__ __ . : r , , 1 _ ..... __... 1 : _ sir z ❑ pow ° I ' s 20 L.L./15 D.L.#2 SYP - F a ❑ Z - m Q Z Z 0 W - m Q N p� W - F U Tld B .---. X = ❑ W W J w WO N _ - ... .::, : . - > O m Z F } W Z 0 p CEILING JOIST SPAN SCHEDULE Z .... fi ° a wIHNNmOZU ) 10 .. -..... -. .,.. ;. - — , W Q NQ WWNF- NWaW' w DwI- I ❑ U O C LUMBER SIZE SPACING . Z W ,: — Q F O Q p W a o Q p 18 8 26 0 w i. {r - - - - ° W Z � � ZOx J � Qd _..__....-. .-.. .. - _ .. , 0 16" 110'-9" 16',11" 21' 7" 25'-7" W Z ❑ ° Z W ] ° W �' QUW ❑ wF0 [nOQFW 9-3 13-11 17 7 20 11" - - - = W - - _ p W Z Q F W N - C7 Q Z , : = 10 L.L./5 D.L1#2 SYP W w W Z X Q w Q tL T10 ° U ° �, ..... .... ......_ .... .. : _ k , Z � = QWQ � ZZ JUZfAQWZ HTS20 i to ❑ � Z I ❑ � ' z zmwa u� _ z - - r:_�> �.' ww � - � z3 ... I- 1 , - _.... - -. .. ...- _... __ r W W { F I- - t -- - EAM SC LE B m HTS20 .... ... HEDU Z ❑ � towto �- NFExWL - 1 : LL T 1 j - - - :-- -- - - .... --- -.. __ ... - pa � � = zFHY � zwO ° W ►a- � ..... _... . . _ .. . — Z ° - C] � ❑ I w0 TS2 a � ' BEAM NO. BEAM SIZE AND TYPE NOTES � n F_ ? 3 N a N Q 0 m F ❑ -- - . _ - HUS20 —( 2 H 0 . FCEO ... I ::. 0 r ' MICROLLAM LVL SHEET NO.: ....... : 1 12 5 .. .._ _._..... B02 1 9 O 1 s/ 16 NOTE 2 : T z -- - - - - U�2 1 2 - ST-4A T 2 , k. i T ......... ..... : _ ..... : .._ =. E 2 x O H T20 I BEAM SCHEDULE NOTES ROOF FRAMING i i 1 1 FASTEN EACH PLY W/ 3 ROWS 10d @ 12"O C STAGGERED N 7 2. FASTEN EACH PLY W/(3)ROWS 10d @ 6"O.C.STAGGERED. X12 -- I S 0 3 _ , ! V O O PLAN 26 ' "".) 3. FASTEN PLIES W/(2)ROWS %"DIA.THRU BOLT W/NUT AND I I HU20 2 t - -- ---`— - -3; -EE! --- til--r--- -- S R 16"O.C.STAGGERED. PROVIDE 2"EDGE DISTANCE. JOB N THA22 0 T1 :. __ ..... ._ ._.... . -. _.. - --- _ 1 AT1438 O r r HJ� � r ' . i q S ENGINEERING NOTES: i ' 2x12 ROOF LE GER,SEE NOTE 3 ' �� HA422. SUBDIVISION: ...... ®- i i `I .J B2(a 0 1 --� - 1 - 01 - --;-- ----- ._.. -- ,, �, _ 0 15th Street ... .... ,- T2 --" - — THA422 OTED ON TRUSS x FRAM NG PLAN, ALLLTRUSS TO TOP PLATE Q -- / H\ 0 J02 - T1 — — - F12 _, I _... ........ ...._._ —_. ..... ._F...:.. ' - — ... _ 2 3 � LOT NO.: THA42 BE ACCORDING TO �j - __:T T CONNECTIONS SHALL _ YPICAL WALL SECTION SHEET. Z _ ----_ 520 a! T01 ,� i T15 -- — ;F12 U20 2 ALL EXTERIOR WALLS ARE HELD BACK i M::. .- _ 2 MTS12 MTS12 Ur FLOOR PLAN: ^T FOR SHEATHING. O T; T J Atlantic2 _ .. HU - i , 2 =1 FLOORS HELD IN ADDITIONAL 3/4 . X10 ::_:: _.. - --- —, ;. F 1_ _. HA_ 2 " f — .. _.. \ __.. , ..... ___. T25 • 5200# DRAG LOAD APPLIED TO T09A. z ESI ED ...... HU20 `' T02 4000# DRAG LOAD APPLIED TO T11A. U D DAE i .. . .m, i, - ...... ...._. ...- ... .... ..._..., -- — 1 - .. -- _ : .... .... .. 710 HA �- , _. - _.... T F-- REVIEWED: <- rri 9 -.- — — .. 1 A42 -::.u- 20 r y __... _............._ n .. .. t13 U — --- - — -— -- -- - X19 --- _— HUS2i — _ - — ---- TO -- Q ARCH REVISIONS 9 18-1 -- >— _ '� ......._ ........ .__ ........�. 1 ........-.. .........-. ..... ....... . .... .... _ ..._ ..... T 6 i._i -. : I _.. — _. ' ------ - -- -- .._ — - T20 -- : /J — _—__- --- --- -- — — _ _ — T01 \ -- e / . i' , i ;! :, } p 20 , (HTS MTS1.2 00A ,i p TS12 09A M W �I �J02 ...... — . : .. . .........-. 02 i :i O , : is . as i E W i i i a3 .......... .......--, f! i isF. _ dJ .ii _--- - ._ __._.... ......_ cc C :. I: i , 1' I, 1' i i .. y It J ,t i ,i k.i ... \�:. I 8 Q \. '; I - Z ,.. I } _— ` F ri f'�__ i ., _—_—� _— is _._f__— —L---_____—� / : ,i Cn •,�} O-) 0 O O CD O O O i i . y� \\ , x.u. r. ._....__. ti__. _... i _ ,� I�; O _..__ a - F_- a ' �O/ U d ' 1r :Cha T ---- ...........31 w53a... _.._ ........ _... .._.... ......_ ... .........._..... ....._-..._. ..__..._ >, �> 12 00� 1111 r 1/ -......... _.. ..........._ ..........__ ..__ J . {rt ................ ..... __... Q ��y, ,�`` r�SIT,RUC �1r1� . . — �; I�6 d . ET fq.-.v _ N F•,� —Bio 0 714' 7 -p 'e. O u s Z: r1; yi 2• , t , a>, . .. 11 1 11 7_ SECOND LEVEL ROOF FRA = r W ���• Vrt � . $ MING PLAN 1 /4 0 ; ; TOWER ROOF FRAMING P 11 _ 1 11 , F_ �rP0 .... ID �%% LAN 1 /4 1 0 x .,E¢ ........ �;\% w �'tEtr A E. N�..� 1 TYPICAL TRUSS TO WALL CONNECTION: H10 (UNO) Q Dere9161murray, P.E. V P.E. No. 71457 09-18-2014 . ,' > 4� k TOP PLATE TO JACK/KING GROUP: TYPICAL ROOF DECK. SEE SHEATHING SPECS, SHEET ST-1 (1)SDWC15600 SCREW AT OPENINGS 6'OR LESS. 2x NO 2 SYP BLOCKING TO FIT 1\(2)SDWC15600 SCREWS AT OPENINGS BETWEEN 6'AND 8' TIGHT BETWEEN TRUSSES, 36"<c<8' TRUSS OR RAFTER TO TOP PLATE W/ (3)10d TOE-NAIL @ EACH END. SEE PLAN OTHERWISE SIMPSON H10. c 'v JO W WALL SHEATHING TO TOP PLATE W/8d _ 'v JACK/KING SIMPSON H10 N COMMON,SPACING PER TABLE 2 ST-1. 4' W i GROUP BETWEEN TOP OF WOOD PANEL AND CN CENTER OF FASTENERS. 00 TRUSS OR RAFTER TO TOP PLATE C TYPICAL TRUSS O 2x6 NO 2 SYP BLOCKING AT FIRST 0) OIPTION, UNO: TOP PLATE TO STUD W/ [ TRUSS TO TOP PLATE W/ TYPICAL TRUSS CONNECTION TTO TOP PLATE (6)TRUSS BAYS FROM EACH SIM SON H10. [ CORNER OF BUILDING. EACH 4 •SDWC15600 SDWC15600 OR H2.5A/T TO TOP PLATE BLOCK TO HAVE(1)A35 TO TOP TRUSS OVER HEADER: 171 N @ MAX 32"O.C. CONNECTION PROPERLY WIND LOAD RATED SOFFIT MATERIAL TYPICAL PLATE. TOP PLATE TO HEADER W! N EXTERIOR WALL SIMPSON SDWC15600 @ MAX TYPICAL M H2.5A/T OR SDWC15600 @ HEADER JACK\KING CONTINUOUS @ PERIMETER.SEE TABLE 1:COMPONENT TOP PLATE T STUD W/ TYPICAL 32"O.C. (SEE HEADER EXTERIOR WALL GROUP AND @ MAX 32"O.C., SDWC MAY BE AND CLADDING DESIGN PRESSURES ON SHEET ST-1. SDWC15600 R H2.5A/T TYPICAL LL INSTALLED TO EITHER FACE OF STUD,SEE @ M)&32"O.C. EXTERIOR WALL EXTERIOR WALL FRAMING NOTES ER SHEET INSTALLATION DETAILS BELOW STUD SPACING PER TABLE 3: MAXIMUM ST-1 FOR ALTERNATES) J 2x4 OR 2x6 STUD GRADE SPF OR BETTER EXTERIOR WALL STUD SPACING. ROOF STUD ALIGNED DIRECTLY -� MAX 16"O.C. PER PLAN BEARING ONLY. *SEE INSTALLATION#2 BELOW BELOW TRUSS RAISED HEEL TRUSS CANTILEVER TRUSS HEADER FRAMING Q z O TYPICAL WALL SECTION ALTERNATE ROOF-TO-WALL CONNECTION ALTERNATE SECTIONS AT ROOF Y (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) Q SEE TABLE 2:WOOD STRUCTURAL PANEL N SHEATHING REQUIREMENTS FOR TYPICAL O a Cin STUD TO BOTTOM PLATE HEADER SHEATHING SPECIFICATIONS W @ TYPICAL EXTERIOR ' WALL SHEATHING TO BOTTOM PLATE JACK/KING GROUPS AND @ 32"O.C.W/ STUD TO BOTTM PLATE @ HEADER JACK/KING N WALL TYPICAL EXTERIOR OR W/8d COMMON @ 3"O.C. OPT.2x_LEDGER,ATTACH (2)SDWC15450 OR(1)SDWC15600,SDWC MAY GROUPS AND @ 32"O.C.W/SDWC15450, C INTERIOR LOAD BEARINGCn TO FLOOR TRUSS TOP U) BE INSTALLED TO EITHER FACE OF STUD, SDWC MAY BE INSTALLED TO EITHER FACE OF ;,' WALL SPLICE WALL SHEATHING OVER CHORD W/10d @ 6"O.C. SEE INSTALLATION DETAILS BELOW STUD,SEE INSTALLATION DETAILS BELOW RIMBOARD. INSTALL(2)ROWS 8d a — BOTTOM PLATE TO TRUSS @ 24"O.C. ALTERNATE SHEATHING COMMON NAILS ABOVE AND BELOW 11 W/SIMPSON SDWC15600 - ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS v BOTTOM PLATE TO TRUSS @ 24" CONNECTOR: CONNECTOR: A 0U O.C.W/SDWC15450 BOTTOM PLATE TO RIBBON BOARD (MIN 1-2", MAX 5")AND SPACE NAILS Y W/10d @ 6"O.C. EXTERIOR WALL 11'x MIN. 18 GAGE @ 4"O.C.STAGGERED. k COVERING PER SPECS z METAL STRAP @ 48" Q TO LAP UPPER AND " GAP PER APA RECOMMENDATIONS GABLE FLOOR a O.C.W/MIN(5)NAILS W 7777\ 77 LOWER LEVEL WALLS 12 CONTINUOUS 2x4 TRUSS BY OTHERS AS SHOWN. MIN(5) EACH IN UPPER AND RIBBON BOARD Z „- LOWER STUDS/HEA NAILS PER STUD WALL SHEATHING TO BOTTOM PLATE W/ .75"THICK(MIN)OSB/PLYWOOD RIM TO ~ 8d COMMON,SPACING PER TABLE 2,ST-1 . ..... MATCH FLOOR DEPTH 2x U� _ 4 NO.2 SYP DIAGONAL BRACE @ 48" CONTINUOUS 2x4 RIBBON BOARD O.C. DIAGONAL BRACE TO FLOOR LO WOOD FLOOR WALL SHEATHING TO TOP PLATE W/ `t X 0 Z ❑ WALL SHEATHING TO TOP PLATE W/8d TRUSSES BY OTHERS 8d COMMON @ 3"O.C. TRUSS OR TOE-NAILS DBL ATPLATEACH END 'T a 0 0 Q Z 0 W COMMON,SPACING PER TABLE 2, ST-1 1 ti 0 = W Y 1- m �` W 0 z_It ILL U U 0 J — ALTERNATE STRAP TOP PLATE TO TRUSS @ HEADER ; ti } a 0 Z W J _ m J z z 0 TYPICAL EXTERIOR WALL ❑ � P Z O J W U N JACK/KING GROUPS AND @ 24"O.C.W/ ;' ` Q I- w W — 0 m Q � Q 0 W W CONNECTOR. SEE sDwc15600 EXTE IOR SHEATHING TO SPAN METAL FLAT STRAP 2ND LEVEL 3 " O W W a > ❑ N w w o " 1n o "METAL FLAT STRAP TOP PLATE TO TRUSS @ 48"O.C.W/ — ALTERNATE �4 WSP RIM BOARD Z o a W ❑ W W J o `` `� - ❑ � 2ND LEVEL STUD TO STUD TO TOP PLATE @ HEADER JACK/KING SIMPSON SDWC15600 CONTINUOUS ACROSS FLOOR SYSTEM STUD,TO 1 ST LEVEL STUD SPLICE CONNECTION PARALLEL FLOOR TRUSS U) 0 o m a Z a F W i m z z o 1ST LEVEL STUD" GROUPS AND @ 48"O.C.W/SDWC15600, SDWC (n zaoa } WW � NN ❑ zW DETAIL MAY BE INSTALLED TO EITHER FACE OF STUD, ALTERNATE FLOOR-TO-FLOOR UPLIFT W Q W EL F N 0 W I- I I w o Z U SEE INSTALLATION DETAILS BELOW STUD SPACING PER TABLE 3: MAXIMUM �> Z 1- = 0 Q J a z w -3 W I EXTERIOR WALL STUD SPACING. ROOF FLOOR-TO-FLOOR UPLIFT CONNECTOR NOTES: (/1 Q F Z 0 W 0 Z W a 0 0 ❑ 2x4 OR 2x6 STUD GRADE = TYPICAL EXTERIOR OR 1- Z W — x SPF OR BETTER @ MAX AND FLOOR BEARING. 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ALTERNATE INTERIOR LOAD BEARING WALL m 0 M W EL W I 0 0 ❑ W 0 0 Q W 16"O.C, ONO. SEE PLAN FLOOR-TO-FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROB CONNECTOR PER 19 Q Q O W z W W zo N 0 Q 7 W ADDENDUM - zZ xW001- IL,•, 0z s- Q1= W W — m — TYPI CAL WALL SECTION 2. ALTERNATE STRAP CONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD STUD TO BEAM OR TRUSS @ 48" LL1 W W 0 W x < z U [7 NOTE: FLOOR—TO-FLOOR UPLIFT CONNECTION NOT 3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY O.C.W/12'x 18 GA. METAL STRAP W w Q W F 0 v 0 N ' W w DESIGN BY APEX.TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. W!MIN(5)NAILS EACH IN STUD Z ? I } Z Q ? a v 0 0 Q W Z REQUIRED UNDER GABLE TRUSSES AND WHERE AND BEAM 0 z o o z } rn w a N z z F COMMON TRUSS SPAIN IS 16-FEET OR LESS. $: WOOD BEAM OR TRUSS W WwJ2m - WD ww < mI- W GIRDER PER PLAN Q I < o Z Z Y 0 Z W a2"36 KSI ANCHOR BOLT UARE WASHER: -MIN OPTIONS)W1 NUT AND 2" IN%"x10"L-HOOK TIHREADED ROD MIN%Z'x 6"TITEN HD IN Y n ? 3 cv a u�i Q o m 1I- ? n n •S •TWO STORY-STUD TO BOTTOM PLATE @ Q •EACH SIDE OF OPENINGS ANCHOR BOLT MIN/x 6 TITEN HD MASA TO TOP OF O HEADER JACK/KING GROUPS AND @ 48" BOTTOM PLATE W/(6) • , , J • THIN 12"OF END OF PLATE SEGMENTS ADHESIVE(OR ry „ LL O NOT USE J-BOLT AT 10d x 1 /2 O.C.W/SDINC15450 •MAX 48"O.C.OTHERWISE HOLD-DOWN APPROVED EQUAL) z SHEET NO.: •SINGLE STORY-STUD TO BOTTOM PLATE TO TOP OF WOOD ST-5 2'DIA,x 22 MIN J CONNECTORS 2ND FLOOR WALL TO BEAM OR HEADER O EMBEDMENT @ HEADER JACK/KING GROUPS AND @ PLATE 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE 1-- APPROVED 32"O.C.W/(2)SDWC15450 t STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM(OR GIRDER) WEDGE ANCHOR •SDWC MAY BE INSTALLED TO EITHER WALL SHEATHING TO PT SILL PLATE WITH C ' ' MASA TO SIDE OF TYPICAL WALL OR EQUAL @ 48" FACE OF STUD,SEE INSTALLATION 8d CO MON.SPACING PER TABLE 2,ST-1 EACH KING STUD TO BEAM/HEADER BELOW WITH a O.C. MAX W/2" DETAILS BELOW i 8"EMBED AT STEMWALL BOTTOM PLATE W/(3) KING STUDS: MSTA36(OR CS18)WITH(18)10d. 2'BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC ^.: 10d x 1 / SECTION SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER SQUARE WASHER I A D CENTER OF FASTENERS. _ MONOLITHIC OR MONOLITHIC O JOB NO.: STONOLITHIC OR EMWALL FOOTING STEMWALL FOOTING FOOTING ONLY " MASA SET%2"TO THE BELOW PER SW SHEAR WALL SCHEDULE ON SHEET ° MINIMUM a'/MAX/a GAP BETWEEN f. INSIDE OF SLAB. ST-1 U AT 1438 II Q ° 4 PER PLAN ; APPROVED ADHESIVE °< ** BOTTOM OF PANEL AND TOP OF SLAB. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE SIMPSON CS18 ° MIN ** SUBDIVISION: ° ° 4 OR EPDXY ANCHOR EXCLUSIVELY MIN MONOLITHIC OR 3 MIN. MONOLITHIC O 15th Street s STEMWALL FTG PER 13/a" FOOTING ONLY !ALTERNATE SECTIONS AT FLOOR ' J PLAN =; LL /2 DRILL & EPDXY TITEN HD IN 2x6 TITEN HD IN 2x4 Q �� 4 �\ EXTERIOR SHEATHING TO RESOLVE 1 J-BOLT ANCHOR ANCHOR BOTTOM PLATE BOTTOM PLATE MASA ANCHOR U LOT NO.: a / WALL UPLIFT AND SHEAR AT SILL z a a \ PLATE. / TYPICAL, UNO. TYPICAL OTTOM PLATE ANCHOR OPTIONS } FLOOR PLAN: c� TYPICAL WALL SECTION BOTTOM PLATE AN HORNOTES: Atlantic2 (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING-,` m 2. TYPICAL ANCH R BOLT SPACING IS 48"O.C.,SEE PLAN FOR NON-TYPICAL BOLT SPACING.REQUIREMENTS,, ; Z DESIGNED: TYPICAL WALL SECTION NOTES: 3. MINIMUM(2)AN HORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. AN ANCHOR MUST BE PRESENT i� WITHIN 12"OF T-iE END OF ANY PLATE w DAE 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8 O.C. STAGGERED 4. ALL IN 12"OF R OPTIONS REQUIRE NUT AND 2"SQUARE WASHER (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. H REVIEWED: 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. a DBM 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. Q REVISIONS DATE 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK ARCH REvlslolvs 9-18-14 SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER } m _ o "NOTE TO FRAMER" ** OTE TO FRAMER** - H10 To TRUSS W 3 MAX(1)SDWC TO NARROW FACE OF MAX(1)SDWC TO;NARROW FACE OF W/(9)10dx1%" Z + EACH STUD, (2)SDWC TO NARROW FACE EACH STUD,(2)'SDWC TO NARROW FACE O O OF STUD REQUIRES(2)S 'UDS OF STUD REQUIRES(2)STUDS Lld I + 3�4�,min �4" n �a"rrin �4" ° Optimal 22%° Z 30° 10° 0° �SDWC15450 U t 2ya''-23/a" z I MIN Y2"EDGE O DISTANCE s Pressure > PEX treated sill tri H10 TO TOP F— I PLT W/(9) pi!)j I I 11 t L ,•l � S•'� - 4 I 3' +/-Y4 '•' ti•J 10dx1%" LL •.30 .SDWC15450 at sill plate connection '��� AGK ti11 ` Q e r MI %"EDGE ) 10° " 0°Finish:Black E-CoatrM ���' J jDISTANCE Optimal 2GI o SDWC,15600 .1 (1)SDWC (2)SDWC i SDWC15600 N 71457 i r Note:Sill plate anchor to foundation not shown for clarity. Note:Stud-to-Bottom Plate shown.All other installations similar. �. ? J e OPT SDWC STUD-TO-TOP LATE SDWC INSTALLATION RANGE OPT.SDWC STUD-TO SILL,PLATE CONNECTION — H10INSTALLATION s SDWC STUD-TO-SILL PLATE CONNECTION Z SDWC EDGE DISTANCE=AND SPACING INFORMATION � 4 CONNECTION THROUGH N RROW FACE 14a AT NARROW FACE OF STUD 2 THROUGH NARROW FACEAT FDN `� 90 � v U o� , W oo S�, F. 1 ,•�� %�� F_' I� s . W pit 'irlst�� 11 Derek B. Murray, P.E. a P.E. No. 71457 E 09-18-2014 ROOF DECK � 1"DIA.x8"LONG THREADED ROD — KING AND JACK STUDS SHEAR DOWEL(GALVANIZED)IN TRUSSES PARALLEL TO WALL: ROOF TRUSS PER ENGINEERING ACRYLIC ADHESIVE (3 PLACES) 2x4 SPF(MIN) NAILER FASTENED OR RAFTER (1)DIAGONAL BRACE PER 10 ( )TRUSSES APPLIED TO TO DBL TOP PLT W/10d @ 3"O.C. GARAGE DOOR BUCK/JAMB NAILED OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT 6x6 2X4 SPF(MIN) TO STUDS W/(2)16d COMMON OR APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TRUSSES. TRUSSES PERPENDICULAR TO WALL: BLOCKING 12d CC NAILS @ 16"O.C. I I I I I I I I 2x4 SPF(MIN)BLOCKING BETWEEN EACH H _ BETWEEN EACH TRUSS. FASTEN CONTINUOUS LATERAL REI\\ 1\ STRAINT TO DBL TOP PLT W10d @ 4"O.C. TRUSS. FASTEN TO ?' WEATHER STRIPPING/STOP (CLR). QUANTITY AND LOCATION (2)4'x 6"LONG LAG BEAM w/10d @ 4"O.C. /-- DEFINED BY TRUSS SHOP DRAWING. I SCREW OR EQUAL GARAGE DOOR (GALVANIZED) a. co OR THICKER CDX - T R OSB FASTENED TO --------------� TRUSSES, RAFTERS APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE 2x WALL FRAMING OR BLOCKING W/8d 2x6 SYP GOAL`POST ATTACHED SIDE OF WEBS MADE OF MORE THAN ONE PIECE, ° COMMONS @ 3"EDGE, PORCH BEAM TO STUDS W/(2)ROWS OF 3-%" NOTE: 12"FIELD. GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR DO �, U GOAL POST ATTACHMENT,THE GARAGE LIKE THIS(TYP EVERYWHERE) N 1"DOWEL (2)4'x 6"LONG LAG SCREW OR PORCH BEAM TO POST: O WITH OVERLAPPING BRACES O EQUAL(GALVANIZED) WOOD STRUCTURAL (1)MSTA24 DOOR SUPPLIER MAY SPECIFY A FASTENING 04 SHEATHING POST TO SLAB: GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK r - BRACKET TO SUPPORTING MEMBER W/ ABU POST BASE ANCHOR PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, � ■1 iv 4"O GALVANIZED THRU BOLT W/NUT AND OR DTT2Z SPECIFICATIONS THROUGH THE GOAL POST. +� 3"SQUARE x 4"THICK WASHER AT EACH (UNLESS NOTED OTHERWISE) O TRUSSES NEEDING BRACING O END. COUNTERSINK AS NEEDED TYPICAL PORCH SHEATHING DETAIL GARAGE DOOR JAMB DETAIL ' cn STRUCTURAL BRACKETS AT PORCH THIS DETAIL IS REQUIRED ATALLCOVEREDPORCHES d UNLESS NOTED OTHERWISE. 04 (D LATERAL BRACING - MULTIPLE TRUSSES N N WR 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). M B 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY J CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. •FASTEN DBL STUDS TO TOP PLATE AT 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS W END OF SHEARWALL AND KING STUDS W/ NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). J O FA MSTA24. 5. DESIGNED PER BCSI-B3,2007. •FASTEN STUD GROUPS TOGETHER W/ Z HEADER PER PLAN 12d @ 8"O.C. (TYP) O Y U NAIL THROUGH �/s'OSB INTO SPF OR � BETTER FRAMING WITH 8d @ 3"O.C.(TYP < s°MAX s°MAX s°MAX CONTINUOUS LATERAL RESTRAINT WEB AT HATCHED EDGES) � � � BRACE SUBSTITUTE ■ WEB MEMBER SPECIFIED ALTERNATE BRACING d DBL CROSS PLATE ABOVE AND BELOW SIZE CLR T OR L SCAB N .OPENING TO DBL 2x4 BLOCKING W/(2)CS18 2x4 1 ROW 2x4 (1)2x4 cn OR(2)MSTA36(TYP AS SHOWN) 2x4 2 ROWS 2x6 (2)2x4 T-BRACE FASTENED TO (A WEB W/10d AT 6"O.C. 2x6 1 ROW 2x4 (1)2x6 (n 2x6 2 ROWS 2x6 (2)2x4* 2X8 1 ROW 2X6 (1)2X8 2x8 2 ROWS 2x6 (2)2x6 0 L-BRACE FASTENED TO U ° WEB W/10d AT 6"O.C. Y SINGLE TRUSS BRACING a -- BOTTOM PLATE ANCHORS AT 24"O.C.(UNO) 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL PER TYPICAL WALL SECTION RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE z SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. 0 •HTT5 AT WALL SEGMENT END STUDS WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR •AT SECOND LEVEL WALLS, END STUDS TO "IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 1ST LEVEL STUDS W/(2)MSTA36 OR REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND W (2)CS18, 1 ST LEVEL STUDS TO SLAB W/ s°MAX �s°MAX �JU'nnAx TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. LO } HTT5 PERMANENT WEB BRACING ti W pw •HTT5 MAY BE INSTALLED AROUND CORNER z 0 0 aLl Q • ❑ Q � rn 0w1LQz ' wp Iw �[ t- p w ❑ •LTT19, LTT20B,OR DTT2Z AT KING/JACK J O 0 Z F w o N p W U Z STUDS ' •AT SECOND LEVEL WALLS, KING/JACK Q w w Z p m Q Q ? wLL❑ t- F � STUDS TO 1ST LEVEL STUDS W/MSTA36 � � � p — ❑ U 2 rl+ — OR CS18, 1ST LEVEL STUDS TO SLAB W/ fA p 0.0 m a Z _j p } w Z 0 of ❑ SWB-SPECIAL SHEARW,�LL DETAIL HOLD Dowty p � a w �- wU3m ❑ zp •(6)NAILS OF LTT206 MAY BE OMITTED W Q I ❑ Q [9 N 2 w W N F N ww • SHEATH ONLY ONE FACE OF WALL, LINO ' w ❑ w P I I w 0 z U • THIS DETAIL MAYBE USED AT 1ST AND 2ND LEVEL WALLS Z I C J a M F F- M Z w w U) Q F Z I. Z w 0 z L I a p O HEADER PER PLAN Im p � W w 1 0 0 O w :1 w -" 2 JACK STUDS, 1 KING STUD Z Z Q X F-L] wwzmo < lw 0 p F I w 0 z SWB1 -'y W aWpWxQzU � � � - � � 3 JACK STUDS Z Z W Q m a Z p Z N w Z _ Z }t FASTVN STUD TO [7 0 Z Q p _ (L Z Z I � FASTEN DBL STUDS END p Z } UJ w a m _ z CORNER STUD GROUP Z z 0 4 m Z - w Q N F 1 SOTUDSEWRWAMSTA24KING. W/(2)ROWS 10d @ 6' W w ❑ [7 w [7 m r, 4; O.C.STAGGERED. OMIT Q I Q Z >_ Z I Q U w - Q w NAILS AT BOTTOM 24" ��—, Z w Q U O F w Z Q OF STUD FOR STRAP ❑H ? 3 N a N Q ❑ [� F ? n f 8'ATC COUPLED TO HTT5 IS INSTALLATION JO Ll �' s ACCEPTABLE ALTERNATIVE TO (2)MSTA36 OR CS18 LL MSTA24 STRAPS AT TOP OF FASTEN SHEATHING TO FRAMING Z SHEET NO.: WALL PORTAL PLAN VIEW MEMBERS W/8d COMMON @3"O.C. O Gv'T_6 AS SHOWN F.. NAIL THROUGH 7/16"OSB INTO SPF OR (TYPICAL FOR EACH END OF PORTAL BETTER FRAMING WITH 8d @ 3"O.C. (TYP FRAME, NOT TO SCALE) STRUCTURAL AS SHOWN). NO PANEL SPLICES a DETAILS DBL CROSS PLATE ABOVE AND O0 _ JOB NO.: aW U BELOW DBL 2x4 AT1438 BLOCKING W/I(2GCS016 Wt MIN(9) 10d _ HEADER TO BE CONTINUOUS TO Q ui KING STUD W/ NO FLITCH PLATE SUBDIVISION: EACH END OF EACH STRAP(TYP AS w v SHOWN) w K 0 15th Street z co FASTEN SHEATHING W/8d •J a w COMMON GRID PATTERN @ 3"O.C. LL a Q EACH WAY,AS SHOWN Q FASTEN STUD GROUPS TOGETHER w a Y; W/12d @ 8"O.C.(TYP) - O SHEAR PANEL TOP PLT TO HEADER LOT NO.: z W/(2)ROWS 10d COMMON @ 3" Z O O.C.STAGGERED LU Q m '• JACK TO HEADER WITH(2)MSTA24, FLOOR PLAN: a � •• (4)TOTAL AS SHOWN o Atlantic2 •• 2x-BLOCKING AT PANEL SPLICE GIRDER TRUSS BELOW FOR EDGE NAILING, EDGE NAIL z DESIGNED: t o SHEATHING AT BLOCKING = :. � DAE •, „ FASTEN ALL MULTI-PLY STUD W i w °. GROUPS W/(2)ROWS 10d COMMON F- REVIEWED: STUDS TO GIRDER TRUSS BELOW W/ J •• @ 8"O.C.,STAGGERED W DB M CS16 W/MIN(9)10d EACH END OF STRAP SWB1-SPECIAL SHEARWALL DETAIL s,, (2)SIMPSON MSTA36 OR CSI 8, (4) Q REVISIONS DATE z TOTAL @ EACH PORTAL END AS SHEATH ONLY ONE FACE OF WALL z SHOWN ARCH REVISIONS 9-18-14 UNLESS NOTED OTHERWISE ON PLAN. � 4 $c' z 2x NO 2 SYP NAILER FASTENED 7%a'MAX 16"MAX 77 co TO DOUBLE TOP PLATE W/12d'1; 2x4 NO.2 SYP CATS @ 12'O.C. � COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 N0.2 SYP NAILER TO BOTTOM PLATE TO W 1 ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS BEAM W/(2)ROWS 10d °° GIRDER BELOW- Z I 3"O.C.,STAGGERED � OF 12d COMMON @ 3"O.C. ' ADJACENT TRUSS W/ 3 10d W/10d CO @ COMMON� ) 3O.C. J COMMON TOE-NAILS. $,° ELEVATION VIEW TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD (TYPICAL FOR EACH END OF PORTAL FRAME) Q Z 9 %s"OSB SHEATHING FASTENED (n FASTEN TOP PLATE TO EACH t+, FASTEN TOP PLATE TO EACH TO NAILER W/8d COMMON @ T' •FASTEN SHEATHING TO FRAMING MEMBERS W/8d OTHER WITH(2)ROWS OF(4) 10d 4, OTHER WITH(2)ROWS OF(4) 10d O.C.AND TO DOUBLE TOP PLATE COMMON @ 3"O.C.,AS SHOWN O COMMON BETWEEN EACH STUD:: COMMON BETWEEN EACH STUD W/8d COMMON @ 3"O.C. FASTEN SHEATHING W/8d COMMON GRID PATTERN I— PEX Y @ 3"O.C. EACH WAY,AS SHOWN FASTEN TOP PLATE TO EACH •FASTEN REMAINING SHEATHING W/8d COMMON @ 3" U jl OTHER WITH(2)ROWS OF(4)10d ��s"OSB ATTACHED TO STUDS'f, Vis"OSB ATTACHED TO STUDS O.C. EDGE, 12"O.C. FIELD � � WITH MINIMUM 8d COMMON 3 =3' COMMON BETWEEN EACH STUD , @ WITH MINIMUM 8d COMMON @ 3" a O.C.ON EDGE, 12"O.C. IN FIELD . O.C.ON EDGE, 12"O.C. IN FIELD. Q /s"OSB ATTACHED TO STUDS py� K f 7 PORTAL FRAME DETAIL9R WITH MINIMUM 8d COMMON @ 3" " ENI `°� • CINE �_ O.C.ON EDGE, 12"O.C. IN FIELD. P2 o NO •• - ' (� 7 457 OPTION 1 OPTION 2 an d 9 yy OPTION 3 ° '+ _ � . INTERIOR SHEARWALL`DETAIL ' '=' W 'r� S, • < t o .:•''�� 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL FASTEN TRUSS xc fo BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. .SNA W 2. THIS1NTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE W :. THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED Derek B. Murray, P.E. "ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. P.E. No. 71457 09-18-2014 1 , Ej O O N LO r 00 0) O cn O d' , N N � M J LL J Z } o Y Q =z N ■ r,. O Lu U) d' h I_ l� O0r U Q Z W14X26 STEEL PORTAL FRAME W1'2X22 STEEL PORTAL FRAME 12'-62.. 2" LO � X p 1 o'-115/"A.F.F. PACK OUT STEEL BEAM WEB W/2X10 ti w w a Z 0 (TOP STEEL BEAM) SYP&OSB AS NEEDED; FASTEN W/ 10'-115/a'A.F.F. PACK OUT STEEL BEAM WEB W/2X10 Q 7 m ❑ ❑ w Q Z W 14x26 STEEL. d' (2)ROWS g 0 @ 24"O.C., CiEt IT (TOP STEEL BEAM) SYP&OSB AS NEEDED; FASTEN W/ LL p = w Y P p w ❑ BOLTED OR FULLY WELDED MOMENT STAGGERED W/NUT&WASHER W 12x22 STEEL �, (2)ROWS a"0 @ 24"O.C., LO Ul ❑ 0 F Z p m 0 w n m m STAGGERED W/NUT&WASHER ~ } a p z w J J m J z z W14x26 STEEL BOLTED OR FULLY WELDED MOMENT Q I- w w - p m Q a Q p w w CONNECTION CONNECTION W12x22 STEEL O W w m p w w w ❑ n w p /4 PLATE STEEL WEB STIFFENER SECTION A-A 4 SECTION A-A }'L PLATE STEEL WEB STIFFENER SECTION A A %4"PLATE STEEL WEB STIFFENER Z p a w H p w p m / PLATE STEEL WEB STIFFENER ❑ w w LL w SECTION A-A a 0 a w w � w j m 0 Z 0 DIMENSIONS PROVIDED FOR W 4 a Q 0 w = w w N 0 In w w s DIMENSIONS PROVIDED FOR w O w F- = 2 w ❑ z n LL _ z '< LL STEELWORK ESTIMATING. FIELD p STEELWORK ESTIMATING. FIELD Z Q I � w J a m �. �. � w VERIFY PRIOR TO FABRICATION. (n QFZ �. Zw � ? � Xp � � ❑ VERIFY PRIOR TO FABRICATION. p aw w a = a ❑ w J a Q m m L9Q � UVZwwwzIn ❑ Q2w 2X6 No.2 SPF BOLTED TO BEAM/ w w Q X X Q w Q I Z . . W — pw t- zQ � ww 2X6 No.2 SPF BOLTED,TO BEAM/ Z w w Q � a I F p Ll � Z ui w LL w a COLUMN FLANGE W/(2)ROWS 3/8'0 — CARRIAGE BOLTS WITH NUT& COLUMN FLANGE W/(2)ROWS 3/"0 C� — 2 z Q 0 Z — a 0 Z Q i ❑ CARRIAGE BOLTS WIT NUT & Z w ul a WASHER @ 24"O.C., STAGGERED ,,. z p W UI _ Z w w RECESS HEAD OF BOLT INTO 2X6 WASHER @ 24"O.C.,STAGGERED W w w m ? w Q N w 3 Q Lu w w w W L9w [7F w � � � Up CD co U) �uj ZUQf— � U ] OI0WwZM 3 c� � 0 04 c*4 �Fw- ? 3NILuul 0O [7F ? nn u_ i Z SHEET NO.: Y.f k QST-7 STRUCTURAL O DETAILS c Q JOB NO.: a AT1438 • %Z'STEEL BASE PLATE %"STEEL BASE PLATE • COLUMN FULLY WELDED TO BASE PLAT W/MIN %"FILET WELD ALL THE WAY AROUND J COLUMN FULLY VYELDED TO BASE PLATE W/MIN SUBDIVISION: O 15th Street • BASE PLATE TO FOUNDATION W/(4) %" x 12" <',,; %"FILET WELD ALL THE WAY AROUND • BASE PLATE TO F UNDATION W/ 4 s " '' " EMBED WET EMBED ANCHORS W/NUT AND J c •' ' '' `�" " ' ".EMBED WET EMBED ANCHORS W/NUT AND Q O /a f7�x 12" � WASHER AT EACH END • IF BASE PLATE IS NOT BEARING DIRECTLY ON w WASHER AT EACF END Q N • IF BASE PLATE ISNOT BEARING DIRECTLY ON LOT NO.: SLAB, LEVELING NUT AND WASHER MAY BE USED '� _ _ _ _ _ _ _ _ _ _ _ _ _ _ i r AS NEEDED, PROVIDE 3000 PSI NON-SH INK r — - SLAB, LEVELING NUT AND WASHER MAY BE USED U Z 13/s'0 HOLE FOR EACH 3/a°fd GROUT BELOW BASE PLATE ONCE LEVEL I 136 QJ HOLE FOR EACH 3/4'fJ I GROUT BELOW BASE PLATE ONCE LEVEL N I AS NEEDED, PROVIDE 3000 PSI NON-SHRINK ANCHOR BOLT LOCATIONa i I ANCHOR BOLT LOCATION Q FLOOR PLAN: o Atlantic2 22" I I z I - I Z DESIGNED: 2" 2" 2„ 20' 2' U DAE STEEL FABRICATOR TO SUBMIT SHOP I I W STEEL BASE PLATE , STEEL FABRICATOR TO SUBMIT SHOP F— REVIEWED: (PLAN VIEW-COLUMN CENTERED ON BASE PLATE)Y DRAWINGS FOR EOR APPROVAL PRIOR T v I ' STEEL BASE PLATE DRAWINGS FOR EOR APPROVAL PRIOR X I � TO FABRICATION I (PLAN VIEW-COLUMN CENTERED ON BASE PLATE) I TO FABRICATION W DBM J REVISIONS DATE i. SP1 STEEL PORTAL'FRAME t SP2 ARCH REVISIONS 9-18-14 ` STEEL PORTAL FRAME ALL STEEL To ST-7 OXIDE PRIMER. FIELD TOUCH UP INTED WITH ED ST-7 ALL STEEL TO BE PAINTED WITH RED m OXIDE PRIMER. FIELD TOUCH UP SCRATCHES AND KNICKS WITH s SCRATCHES AND KNICKS WITH W COLD-GALVANIZED COATING IN FIELD ~' COLD-GALVANIZED COATING IN FIELD. Z Q P. r W ``Z^^ �K O PEX k 7 LL Q ttillifila let w JE O Na 71457 • Z .o , rA-rE OF •°tV�: v a W ® ,A w 77 ° 4YW °s�r�rNALE- ee Q Derek rray, P.E. P.E. No. 71457 09-18-2014 Lam'». ..: - ry .- -- .,. ... .. .n.>`�.t•- . e. ..a...v� f.... _ �` �....._r .--mss.. ._.....- � - y s_ � �-. _. .:e:.it . u -. . .. _�i:- _._�— —�- _ --__ -_._- -'- - � •._ v._+; e -_-- - 1. ____- _. __ - _. -