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156, 160, 164, 168 SANDY BEACH LN - DRAWINGS156 SAN. Y BEACH LANE (UNIT 'A') 160 SAN Y BEACH LANE (UNIT 'B') 164 SAN Y BEACH LANE (UNIT 'C') .168 SAN Y BEACH LANE (UNITDw ATLANTIC BEACH, FL 32233 QUADPLEX -BUILDING TYPE 2 STORY, 3 BEDROOM ATTA HED SINGLE FAMILY HOUSES PERMIT SET .. DAT ISSUED: DECEMBER '6, 2016. AREA CALCULATION SUMMARY BUILDING AREA (A) BUILDING AREA (B) FIRST FLOOR A/C: 565 SQ FT. FIRST FLOOR A/C: 805 SQ FT. SECOND FLOOR A/ 605 SQ FT. 1,170 SQ FT. SECOND FLOOR A/C: TOTAL A/C: 553 11358 SQ FT. SQ FT. TOTAL A/C: GARAGE: N/A GARAGE: N/A FRONT PATIO: 120 SQ FT. FRONT PATIO: 99 SQ FT. REAR PATIO: 55 SQ FT. REAR PATIO: 40 SQ FT. STORAGE: 25 SQ FT. STORAGE: 25 SQ FT. BUILDING AREA (C) BUILDING AREA (D) FIRST. FLOOR A/C: 805 SQ FT. FIRST FLOOR A/C: 565 SQ FT. SECOND FLOOR A/ 553 SQ FT. 11358 SQ FT. SECOND FLOOR A/C: TOTAL A/C: 605 11170 SQ FT. SQ FT. TOTAL A/C: GARAGE: N/A GARAGE: N/A FRONT PATIO: 99 SQ FT. FRONT PATIO: 120 SQ FT. REAR PATIO: 40 SQ FT, REAR PATIO: 55 SQ FT. STORAGE: 25 SQ FT. STORAGE: 25 SQ FT. LOT AREA: *THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2004-704.4 DRAWING INDEX ARCHITECTURAL DRAWINGS A-001 TITLE SHEET AND CONTACT INFORMATION A-101 FIRST FLOOR PLAN AND GENERAL NOTES A-102 SECOND FLOOR PLAN A-103 FOUNDATION PLAN A-104 ROOF PLAN A-105 FIRST FLOOR ELECTRICAL LAYOUT PLAN A-106 SECOND FLOOR ELECTRICAL LAYOUT PLAN A-200 EXTERIOR ELEVATIONS A-300 WALL SECTIONS AND DETAILS A-301IR T S A SECTIO.N. AND DETAILS a coM, �� in DvELOPMENT '° ROVED fl COP'S prav�d ®y Po,f'ilt 06sk �to n�p��rn�nt ejWl at A BUILDING CODE SUMMARY CODE JURISDICTION: DUVAL COUNTY - FLORIDA BUILDING CODE - 5TH EDITION OCCUPANCY CLASSIFICATION:; R: RESIDENTIAL CONSTRUCTION TYPE: TYPE V-SWOOD FRAME) SPRINKLED: NO s c FIRE- DISTRICT: NO ZONING: RMD-B ZONING CODE: THE PROPOSEU STRUCTURE COMPLIES O LES WITH THE REQUIREMENTS OF HAPTER 656 ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM BUILDING HEIGHT OFTHIRTY FIVE FEET"' 4: � (35). BUILDING HEIGHT- APPROXIMATE HEIGHT AF G. 261-3 4 Beaches Hab,l*tat for.Humanity' BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 . FL. ID -4621 ^1 ^1 w w w a m_� w w s Z Z Z Z N N ''ON000 .../ �...�11.0 M WWWW —J zzzzuL aaaa= _===Q C) LLJ QQaCQoo W W W W V Q � a 0 _ZQ z z z z J aaaa, Cl) cf)c to 0 we CO to W W T T, r T" PROJECT TYPE: QUADPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: SHEET TITLE TITLE SHEET AND SITE PLAN SHEET NUMBER A=001 PERMIT ABBREVIATIONS: GENERAL NOTES: AC AIRCONDITIONER OHC OVERHEAD CABINETS. UC UNDERCOUNTER 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT -TREATED PLYWOOD. 2. PROVIDE 1 HR. FIRE SEPARATION BOTH SIDES PER DESIGN NO. JHM/A 60-09. AFF ABOVE FINISHED FLOOR OPNGOPENING VOL VOLUME. SEE BELOW FOR DETAIL.AHU AIR HANDLER UNIT OPT OPTIONAL WC WATER CLOSET . CH COUNTERTOP HEIGHT R&S CLOTHES ROD AND SHELF WD WOOD DR DOOR REF REFRIGER TOR WH WATER HEATER BLOCKING NOTES:. DW DISHWASHER SD SMOKE DETECTOR w FLR FLOOR SGD SLIDING G SS BOOR 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 HB HOSE BIB SH # SHELVES" QUANTITY BLOCKING TO BE LOCATED AT 36 (CENTERED) ABOVE FINISHED FLOOR. MC MEDICINE CABINET ; STAIR NOTES: MIR MIRROR 73'-011 MTL METAL 1. TREADS MADE OF 2x12 GLUED &SCREWED ( TRIMMED AS REQUIRED) SEPARATION SEPARATION qSEPARATION ' 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) WALL WALL WALL r ' 3. LANDINGS MADE OF 2x8 16I OC. DECK W/ 3/4nT&G PLYWOOD GLUED & NAILED 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.)16 -6 '- Beaches _ It VE FINISHED FLOOR / TREADS AS 20 011 16 6 , 20'-011 5. TOP OF HANDRAIL INSTALLED 34 38 ABO I MEASURED FROM NOSE OF TREAD.. rc I _ WINDOW SIZE NOTE: A 200 Habitat 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY I t WITH FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE 101-0916'-6" 61-611 101-011 for Humanity"6' GROUND AND 5.7SF OF THE SECOND FLOOR. -n BEACHES PATIO - � -' PATIO - N � N - o O UTILITY UTILITY DESIGN NQ', JSl9tPA 61r 49 -1 I 1 _ HABITAT FOR NON -SYMAIETRI CAL LOAD-BLAX]ING WALL ASSEMBLY, nU DESIGN LOAD�t _ _ _ . CLG. I � 3 6 2 5 4 8 / 8CLG8 2668 2668 \ 4 -8 2 -5 3 -6n HUMANITY SIDE A 797 MAY 0o co 9 PORT ROAD 3052SH 3052SH co�D I _ _ Cl) ATLANTIC BEACH, FL 32233 TRASH w Cn TEMPERED TEMPERED M p / \ 904 241-1222 FAX. 904 241-431 — EGRESS EGRESS ( ) ( ) 0 & A/C I TRASH C) 1 -1 r BEDROOM #1_ I _ BEDROOM #1of N00 8 CLG. N 8 CLG. - T ARCHITECT. i 00 CO O O o " J r r Q 1 I 1 n I n 1 11 ' 11 1 11 1 n , n _ _ _ _ _ 1 it N. Overb RA 4 - 7 2 7 2 4 10 4 _ _6 4 10 6 0�I 9 11 0 Julianne y W Architectural n Interior D p� w a dDesign i. 11 - 1 11 0 9 0 ,1 5068 5068 31-6" Mr --- Julianne N. Overby, R.A. J v I / J BIFOLD (FOLD ` 17777 F//2452 Pulllan Street � W I R&s _ / - Jacksonville S e_ach, Florid a 32250 N CLOSET LO r) CLOSET N � 3068 3068 w 904-704-8628 --— N N R&s Email: jnoverby@att.net owoPATIO2 PATIO Z . Z _ FT . AIt-0017060 . FL. ID -4621 A-300` W l MIR — , ROR I w 1— N w qV) ATH OOM o W W o ,...,� = r r tj CO _j N (n = m!n 1nIII N 8 C G. 8 LG: _ .. tD a06-4 3-10 9-10 11 ; - - 1i Oo 42 0 0 42 VANI ch ._T rr I RASH & A/C m 1 / ,, VANITY. �f d' � it 11 111111 WIN 3 51-411 -1 TRASH & A/C L 4'-6" 3'-2 3'-211 4'-611 I cs) 5-4" / 31011 \LI / M F— CD ' PRE -FAB I PRE -FAB Z N _ _ I o HOWE / o _ - -' 0 3 X3 d co W UTILITY _ I I d- \ 0 37 X d / �. UTILITY ao CL R CL R 8 CLG. , co N I 3068 \ M / 306 N CD , 8' CLG. d' EF U 8 i U REF coy �t 6'-Q" _ =I WWWW 2x6 WALL I 0 PA TRY i PAN RY 01 1 ti LJ.. _ 9-4 - Z z Z 8 CLG. 00 E A p R F U 8 CL -� R F oo �+ � 0 _ o I = L) REF I _ � � , 0 _ .� _ aaa WOOD FRAME' CONSTRUCTION cD - _ V - rn H R H � .•. ao � O _ as � .. � O F- $ Q N N N - E O O I N = O to o � coo O _ 1 tp �,a3. S n Z O I I r. 7H (FIBC R _ O Z IANC WINDOW INSTALLATION METHOD B — 1 ... GODS G4MPL. D !_L. I o 1 0 0 ..� , t� , 11J Jr�sv__, _ cn 37 8 JI Ta ATION.m M M1 I A I !UJ ) A . IED PRIOR t0 tHE' WINDOW NS LL „ �... Q d—i II ! rl � — _ mU�ATHER �S t VE E+ RR ER R$ PPLCfl MOUNTINCs FLANGE. - CO m _ $ 2 8 6 m (/i FLASHING APPLIED Q�g THE FAGS of THE EAR Q A -too a �- CLEA : _ _ _ STEPS SECTION AKITCHEN KITCHEN Z Q IN SHEDDING FASHION,_ _ t. _ WATER ow JAMB : _ 2'-4 ..: _. -:. .. TI.IROUGH WIND_ _ 3 2 O _8..CLG: .. 8 CLG... , I I ._ 3068:. 0 8 - p{I 3 6 11 TA ATT BASE OF O O I STARTING HE KITCHEN W oV � INC TOWARDS - 1 W THE WALL WORK W _ _ \. -t _ I _ 'T T 8T T WRB I u HE OP INSTALL HE � ', $.CLG: TO FACE OF. THE N _ (II THE Q O _ \ W - I L KITCHEN I Q Q Q- SHEATHING.. ®SEALANT BEAD LO O I I - ' O -' H MOUNTING coa BATHROOM o' I o p I �, BATHROOM M IND NG I D` , I I s CLG. - I `� D 1 co W W ©APPLY SILL FLASHING (4or6") l:L?NGE. O ' / � � W W O t.(i D uj I� W � - 8 CLG. ( ---_ � Q � ---- 1 N - 8 CLG. N c0 . U U d�« CO APPLY BEAD OF SEALANT � � _ I I _ J I _ I. C_z co W _ _ cD AT BACK OF WINDOUI Cfl M�yI� O W i o A 200 FLANGE TO HEAD .BOTH O _ _ HVAC > > HVAC _ 0 O _ w J . APPLY A t1' .. 1 I i AMB$ TO OPENING. A THE WINDOW FRAME SEL W ,,, DISCONTINUOUS BEAD TO �j- U z LIU. m � APPLY A 3s NOM, DIA: TO THE BACKSIDE _ i TTOM PS LEAVING O _ DW I I - DW' O .. Bo ANGEL (INTERIOR) OF THE WINDOW FLANGE, INLINE — _ — — — (Y) P GAPS. WITH ANY PRE -PUNCHED HOLES OR SLOTS. H N I 'a 7 1 II 1 It SET 4WINDO USINGFACILITATE PANE HEAD 7 LG. I 8 - F A$HING — -- — — — - — - — - — 2 6 7 4 SCREWS TO FACILITATE L 1 1 n r u W�i H 4 2 4-2 7-0 2-6 WH Q SEALANT BEAD BETWE2EN H` AC 00 1�+x AMB FLASHING �/ ®%' PLASHING AND MOUNTING FLANGE.. � — _ — APPLY JAMB FLASHING APPLY CONT. SEAL TO THE MOUNTINGFLANGES,AT O THE TOP (HEAD) AND SIDES (JAMIBS) OF WINDOW. - - .. i 11 1 i.l 1 11 - I II - - , -. APPLY BEAD OF SEALANT i 11 1 11 1 1 J FLASHING INTO SEALANT AND FASTEN - GO - : - _ EMBED AMB 4 2 4 2 5 8 2$ 2 6 6 0 4 2 31-1011 0 Q Q AT HEAD T � I IN PLACE. (FLASHING GOES oVHRSEALAN i MECH _oo J _.. P CO J MECH Q �' ®/ cow CD W APPLY HEAD FLASHING T-8' CLG. o> O 0 0 7'-8' CLG. co @REV♦ N LL eV > LL TAM PREVIOUSLY APPLIED o c � — TAPE, ALLOWING DRB TO LAY 0 N N Q _ 1 I , — PLAT OVER HEAD FLASHING. _ _ � O APPLY NEW SHEATHING TAPE GREAT ROOM GREAT ROOM — Ln t,n — — DI OUT SEE... i 8 8 OvER AGGNAL 1 SECURE uJRB 8 CLG.. 8' CLG. � � \i/ p< AT HEAD - 7 I 7 1_ VAR ES VARIES O r� r r rr O/ 4- 2-2 = 21-611 -10 0 N c 5 J tl J d 5 N N - O ¢ Q i O - PROJECT TYPE QUADPLEX FLAswm AT HEAD EXTENDS I" S r ,t Q (� V . r to BEYOND JAMB FLASHING ,. 4. I I I -4 , 7 o I.co o � o 7 DATE ISSUED. DECEMBER 6 201 N 3 _I 0 _, O 3 N 6 Q / ©HEAD FLASHING I Wil' SEALANT / I EMBED BOTTOM OF THE HEAD 2 ~ h 2 REVISIONS: /. ✓ .� FLASHING AGAINST THE PREVIOUSLY 5 J 0' I �..` I + I _ �_ 5 APPLIED SEALANT (FLASHING GOES Q 1 Q Q Q � OVER SEALANT). EMEND.HEAD " U FLASHINGEYOND EACHJAMB4 � � . , _ 4�0 . GREAT ROOM GREAT ROOM FLASHING. FASTEN IN PLACE. o 3 0 8r . 8,CLG. 3 N Q A 2 H 2 JAMB F A6,, SNINLs EXTEND JAMS FLASHING TO I i a :+ N - Q. - OVERLAP SILL FLASHING. TUCK TOP / �' I : - I / GF JAMB FLASHING UNDER THE FLAP u / (� OF WRB.AT THE HEAD. SEE DIAGRAM. 1 \ -� ;>: © I / SEALANT W _ W �. 2 I cn N = oo - - _ - cn i ao _ , 00 d 1 N SILL FLASHING O 2 I _ _ - 1 _ p � cD \ _ A 300 0 � � / to a. d, = o o d- 2852SH 2852SH O - H- d o >. 2852SH 2852S d { SHIM AND ADJUST WINDOW TO ACHIEVE 9pUARE, � N. ('7 r- r ,N. PLUMB, AND LEVEL CONDITION. USE CORROSION ION 1 W \ r... r. I W.. - SHEET T MPERE TEMPERED TEMPERED TEMPERED 1 S ET TITLE RESISTANT FASTENERS: FASTEN WINDOWS F'ER (V I— -.. � - Q. I WINDOW MANUFACTURER`SPECIFICATIONS.. , N 2X6 2XUWALL e^ 13 1 t I 1 I / ! It 11- 1 11 _ _ _ , 2 _ 2 40 3_ 68 04'C'-- _ 3 2 F WEATHER RESISTANT 6 2 I ■ \5 „ ARRIER -UJRB O I I I AT A 4S. DEGREE ANGLE, CAREFULLY CUT THE � -' M 1 ' A-300 0 o BRIER ON.A DIAGONAL. GENTLY RAISE THE r9A M / w SEE NOTE 2 OF THE BARRIER UP AND TAPE THE l T EDGE O FLOOR R �'I '`�: O PLAN i UM SURFACE S AND CENTER TO THE EXTERIOR 2 3 SEE NOTE 2 / I � _ 1 HR. FIREWALL 4'1AR6 8URFACE ABOVE. .`.: 1 HR. FIREWALL o I 11 _ T 8 2 2852SH BOTH SIDES 1 0 5 S 1 - 1NTERIOR VIEW _ _ _ _ ,. 1 0 _ A 301 A 301 I BOTH SIDES � TOP LEFT CORNER OF WINDOW O TEMP 11 � Q C) TEMPERED EKED V� 2852SH 2 52S _$ _ _ M 1 n r n 1 11 t rl d' 9 - r r 2 -8 4 -0 3 -2 6 -8 TEMPERED -TEMPERED r l r �I 1- ❑J L❑J i_❑J 61_ 11 3r_2n 41_ n !_ n L❑J L❑J �❑ N GENERAL 8 0 2 $ RAL NOTES NOTES: if -Off SEE NOTE 2 1-0 � i 11 1 n 1 n w - 10 -0 10 -0 10 -0 = 1 HR; FIREWALL 10 0 • �, lashing to be flexible self-adhesroetype{min.4 wide) o FRONT PORCH FRONT PORCH o 9111 pan SHEET NUMBER � g BOTH SID 2. cover sell to at least depth of wnndow, plus 2 oMo fan of wit I- _I I- _1 r _I f- -1 4 CO sloped surface ❑❑J L� ❑� L Qz �nl o o a .: { � ) 3. the n shall direct water to the exterior over sill flashing r I1 1 i1 Pa 0 11 1 n 0 110 10 sill plate 4, install flashing around remaining window unit 5. weather resistive barrier to form water shedding laps A=1 01 see dote #2 SILL PAN FLASHING weather resistive UNIT—► 1 1 / 1 1 1 tamer ; Y A UNIT B UNIT C NIT mer NTS Co tions l) U D p ' wall sheathing ` Prepared b� B94F First coast Che ter I RST FLOOR PLAN k Il _1 0 PERMIT IT A 101 caLE. 1/4 A-200 �I SET- R amd Studs: Ptomwal 2' by 4" solid sawn wood studs located 16" oc, ,with tura tap plates and a single bottom plate. Tnsulatiou Og iona l): Glass fiber batt nrlsuulation confornnitng to CSA-A1fll Glass Ftber lnsulatalm **++nirnun3 0.6kglm2. 3. X ffi�'P Gypsum Wallboard, SCdeV51W'TYPe sum tinllboard, oriented vertically and fastened with 1-3l4" cup -head gypsum nails, spaced 7" oc at board edges and in field areas, ar 1-112" Type S drywall sere-ws, spaced 8" oc at board edges and in field areas of boards_ Gypsum Sheathing, Side ii: 518" Type X gypsum sheathing fastened with 1-3/4"" long soofmg nails spaced 7" oc. Sheathing edge joints shall be staggered from those on apposite sides of the wall R] Tg.-cement Esteriar siring: 5116" thick Hard panel vertical siding applied as per manufacturer's installation instructions. CO O O o " J r r Q 1 I 1 n I n 1 11 ' 11 1 11 1 n , n _ _ _ _ _ 1 it N. Overb RA 4 - 7 2 7 2 4 10 4 _ _6 4 10 6 0�I 9 11 0 Julianne y W Architectural n Interior D p� w a dDesign i. 11 - 1 11 0 9 0 ,1 5068 5068 31-6" Mr --- Julianne N. Overby, R.A. J v I / J BIFOLD (FOLD ` 17777 F//2452 Pulllan Street � W I R&s _ / - Jacksonville S e_ach, Florid a 32250 N CLOSET LO r) CLOSET N � 3068 3068 w 904-704-8628 --— N N R&s Email: jnoverby@att.net owoPATIO2 PATIO Z . Z _ FT . AIt-0017060 . FL. ID -4621 A-300` W l MIR — , ROR I w 1— N w qV) ATH OOM o W W o ,...,� = r r tj CO _j N (n = m!n 1nIII N 8 C G. 8 LG: _ .. tD a06-4 3-10 9-10 11 ; - - 1i Oo 42 0 0 42 VANI ch ._T rr I RASH & A/C m 1 / ,, VANITY. �f d' � it 11 111111 WIN 3 51-411 -1 TRASH & A/C L 4'-6" 3'-2 3'-211 4'-611 I cs) 5-4" / 31011 \LI / M F— CD ' PRE -FAB I PRE -FAB Z N _ _ I o HOWE / o _ - -' 0 3 X3 d co W UTILITY _ I I d- \ 0 37 X d / �. UTILITY ao CL R CL R 8 CLG. , co N I 3068 \ M / 306 N CD , 8' CLG. d' EF U 8 i U REF coy �t 6'-Q" _ =I WWWW 2x6 WALL I 0 PA TRY i PAN RY 01 1 ti LJ.. _ 9-4 - Z z Z 8 CLG. 00 E A p R F U 8 CL -� R F oo �+ � 0 _ o I = L) REF I _ � � , 0 _ .� _ aaa WOOD FRAME' CONSTRUCTION cD - _ V - rn H R H � .•. ao � O _ as � .. � O F- $ Q N N N - E O O I N = O to o � coo O _ 1 tp �,a3. S n Z O I I r. 7H (FIBC R _ O Z IANC WINDOW INSTALLATION METHOD B — 1 ... GODS G4MPL. D !_L. I o 1 0 0 ..� , t� , 11J Jr�sv__, _ cn 37 8 JI Ta ATION.m M M1 I A I !UJ ) A . IED PRIOR t0 tHE' WINDOW NS LL „ �... Q d—i II ! rl � — _ mU�ATHER �S t VE E+ RR ER R$ PPLCfl MOUNTINCs FLANGE. - CO m _ $ 2 8 6 m (/i FLASHING APPLIED Q�g THE FAGS of THE EAR Q A -too a �- CLEA : _ _ _ STEPS SECTION AKITCHEN KITCHEN Z Q IN SHEDDING FASHION,_ _ t. _ WATER ow JAMB : _ 2'-4 ..: _. -:. .. TI.IROUGH WIND_ _ 3 2 O _8..CLG: .. 8 CLG... , I I ._ 3068:. 0 8 - p{I 3 6 11 TA ATT BASE OF O O I STARTING HE KITCHEN W oV � INC TOWARDS - 1 W THE WALL WORK W _ _ \. -t _ I _ 'T T 8T T WRB I u HE OP INSTALL HE � ', $.CLG: TO FACE OF. THE N _ (II THE Q O _ \ W - I L KITCHEN I Q Q Q- SHEATHING.. ®SEALANT BEAD LO O I I - ' O -' H MOUNTING coa BATHROOM o' I o p I �, BATHROOM M IND NG I D` , I I s CLG. - I `� D 1 co W W ©APPLY SILL FLASHING (4or6") l:L?NGE. O ' / � � W W O t.(i D uj I� W � - 8 CLG. ( ---_ � Q � ---- 1 N - 8 CLG. N c0 . U U d�« CO APPLY BEAD OF SEALANT � � _ I I _ J I _ I. C_z co W _ _ cD AT BACK OF WINDOUI Cfl M�yI� O W i o A 200 FLANGE TO HEAD .BOTH O _ _ HVAC > > HVAC _ 0 O _ w J . APPLY A t1' .. 1 I i AMB$ TO OPENING. A THE WINDOW FRAME SEL W ,,, DISCONTINUOUS BEAD TO �j- U z LIU. m � APPLY A 3s NOM, DIA: TO THE BACKSIDE _ i TTOM PS LEAVING O _ DW I I - DW' O .. Bo ANGEL (INTERIOR) OF THE WINDOW FLANGE, INLINE — _ — — — (Y) P GAPS. WITH ANY PRE -PUNCHED HOLES OR SLOTS. H N I 'a 7 1 II 1 It SET 4WINDO USINGFACILITATE PANE HEAD 7 LG. I 8 - F A$HING — -- — — — - — - — - — 2 6 7 4 SCREWS TO FACILITATE L 1 1 n r u W�i H 4 2 4-2 7-0 2-6 WH Q SEALANT BEAD BETWE2EN H` AC 00 1�+x AMB FLASHING �/ ®%' PLASHING AND MOUNTING FLANGE.. � — _ — APPLY JAMB FLASHING APPLY CONT. SEAL TO THE MOUNTINGFLANGES,AT O THE TOP (HEAD) AND SIDES (JAMIBS) OF WINDOW. - - .. i 11 1 i.l 1 11 - I II - - , -. APPLY BEAD OF SEALANT i 11 1 11 1 1 J FLASHING INTO SEALANT AND FASTEN - GO - : - _ EMBED AMB 4 2 4 2 5 8 2$ 2 6 6 0 4 2 31-1011 0 Q Q AT HEAD T � I IN PLACE. (FLASHING GOES oVHRSEALAN i MECH _oo J _.. P CO J MECH Q �' ®/ cow CD W APPLY HEAD FLASHING T-8' CLG. o> O 0 0 7'-8' CLG. co @REV♦ N LL eV > LL TAM PREVIOUSLY APPLIED o c � — TAPE, ALLOWING DRB TO LAY 0 N N Q _ 1 I , — PLAT OVER HEAD FLASHING. _ _ � O APPLY NEW SHEATHING TAPE GREAT ROOM GREAT ROOM — Ln t,n — — DI OUT SEE... i 8 8 OvER AGGNAL 1 SECURE uJRB 8 CLG.. 8' CLG. � � \i/ p< AT HEAD - 7 I 7 1_ VAR ES VARIES O r� r r rr O/ 4- 2-2 = 21-611 -10 0 N c 5 J tl J d 5 N N - O ¢ Q i O - PROJECT TYPE QUADPLEX FLAswm AT HEAD EXTENDS I" S r ,t Q (� V . r to BEYOND JAMB FLASHING ,. 4. I I I -4 , 7 o I.co o � o 7 DATE ISSUED. DECEMBER 6 201 N 3 _I 0 _, O 3 N 6 Q / ©HEAD FLASHING I Wil' SEALANT / I EMBED BOTTOM OF THE HEAD 2 ~ h 2 REVISIONS: /. ✓ .� FLASHING AGAINST THE PREVIOUSLY 5 J 0' I �..` I + I _ �_ 5 APPLIED SEALANT (FLASHING GOES Q 1 Q Q Q � OVER SEALANT). EMEND.HEAD " U FLASHINGEYOND EACHJAMB4 � � . , _ 4�0 . GREAT ROOM GREAT ROOM FLASHING. FASTEN IN PLACE. o 3 0 8r . 8,CLG. 3 N Q A 2 H 2 JAMB F A6,, SNINLs EXTEND JAMS FLASHING TO I i a :+ N - Q. - OVERLAP SILL FLASHING. TUCK TOP / �' I : - I / GF JAMB FLASHING UNDER THE FLAP u / (� OF WRB.AT THE HEAD. SEE DIAGRAM. 1 \ -� ;>: © I / SEALANT W _ W �. 2 I cn N = oo - - _ - cn i ao _ , 00 d 1 N SILL FLASHING O 2 I _ _ - 1 _ p � cD \ _ A 300 0 � � / to a. d, = o o d- 2852SH 2852SH O - H- d o >. 2852SH 2852S d { SHIM AND ADJUST WINDOW TO ACHIEVE 9pUARE, � N. ('7 r- r ,N. PLUMB, AND LEVEL CONDITION. USE CORROSION ION 1 W \ r... r. I W.. - SHEET T MPERE TEMPERED TEMPERED TEMPERED 1 S ET TITLE RESISTANT FASTENERS: FASTEN WINDOWS F'ER (V I— -.. � - Q. I WINDOW MANUFACTURER`SPECIFICATIONS.. , N 2X6 2XUWALL e^ 13 1 t I 1 I / ! It 11- 1 11 _ _ _ , 2 _ 2 40 3_ 68 04'C'-- _ 3 2 F WEATHER RESISTANT 6 2 I ■ \5 „ ARRIER -UJRB O I I I AT A 4S. DEGREE ANGLE, CAREFULLY CUT THE � -' M 1 ' A-300 0 o BRIER ON.A DIAGONAL. GENTLY RAISE THE r9A M / w SEE NOTE 2 OF THE BARRIER UP AND TAPE THE l T EDGE O FLOOR R �'I '`�: O PLAN i UM SURFACE S AND CENTER TO THE EXTERIOR 2 3 SEE NOTE 2 / I � _ 1 HR. FIREWALL 4'1AR6 8URFACE ABOVE. .`.: 1 HR. FIREWALL o I 11 _ T 8 2 2852SH BOTH SIDES 1 0 5 S 1 - 1NTERIOR VIEW _ _ _ _ ,. 1 0 _ A 301 A 301 I BOTH SIDES � TOP LEFT CORNER OF WINDOW O TEMP 11 � Q C) TEMPERED EKED V� 2852SH 2 52S _$ _ _ M 1 n r n 1 11 t rl d' 9 - r r 2 -8 4 -0 3 -2 6 -8 TEMPERED -TEMPERED r l r �I 1- ❑J L❑J i_❑J 61_ 11 3r_2n 41_ n !_ n L❑J L❑J �❑ N GENERAL 8 0 2 $ RAL NOTES NOTES: if -Off SEE NOTE 2 1-0 � i 11 1 n 1 n w - 10 -0 10 -0 10 -0 = 1 HR; FIREWALL 10 0 • �, lashing to be flexible self-adhesroetype{min.4 wide) o FRONT PORCH FRONT PORCH o 9111 pan SHEET NUMBER � g BOTH SID 2. cover sell to at least depth of wnndow, plus 2 oMo fan of wit I- _I I- _1 r _I f- -1 4 CO sloped surface ❑❑J L� ❑� L Qz �nl o o a .: { � ) 3. the n shall direct water to the exterior over sill flashing r I1 1 i1 Pa 0 11 1 n 0 110 10 sill plate 4, install flashing around remaining window unit 5. weather resistive barrier to form water shedding laps A=1 01 see dote #2 SILL PAN FLASHING weather resistive UNIT—► 1 1 / 1 1 1 tamer ; Y A UNIT B UNIT C NIT mer NTS Co tions l) U D p ' wall sheathing ` Prepared b� B94F First coast Che ter I RST FLOOR PLAN k Il _1 0 PERMIT IT A 101 caLE. 1/4 A-200 �I SET- GENERAL NOTES: ABBREVIATIONS: y SEPARATION( SEPARATIONSEPARATION 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT -TREATED PLYWOOD. AC AIRCONDITIONER R&S CLOTHES ROD AND SHELF r WALL AFF ABOVE FINISHED FLOOR REF REFRIGERATOR AHU AIR HANDLER UNIT SD SMOKE DETECTOR BLOCKING NOTES: CH COUNTERTOP HEIGHT SGD SLIDING GLASS DOOR 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 DR DOOR SH (#) SHELVES (QUANTITY) BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. DW DISHWASHER UC UNDERCOUNTE FLR FLOOR VOL VOLUME STAIR NOTES: HB HOSE BIB WC WATER CLOSE 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET WD WOOD 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MIR MIRROR WH WATER HEATER. 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MTL METAL 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) OHC OVERHEAD CABINETS ....... .- —i—Alf - 1w 1^ -T -n l I rr' ra n w„ nt%n n Mt-%% Ir- r-IAIInuCn cI r%t-%M I TQC AMC A C nmK1r'__%nDCAIIAIr_' tseaches Habitat forHumanity' BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD - ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 Q904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 Z Z Z Z N 0 D _ _ _ C LU �„t,� �,1„� 1„V - W LL Lo� Z n NLU Q a Q J j mi j 1 0 L)U W 00 a a a_m UjWWW _w m m m cn Lo a 02 Q Q Q Q Z Z Z Z J aaQ40 a Q Q Iq 00 LO to r T, r- V- PROJECT TYPE: QUADPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: SHEET TITLE SECOND FLOOR PLAN SHEET NUMBER y SEPARATION( SEPARATIONSEPARATION 20f-011 r WALL 161-611 WALL 161-611 WALL 20 -0„ } I \ I I I 6-6 6-10 6-8 6-6 6, 6 6 6 6 �3 6; 6 6 6.8 $-10 61-611 3052SH TEMPERED TEMPERED 3052SH 3052SH 3052SH TEMPEREb,/TEMPERED 3052SH 3052SH TEMPERED' TEMPERED 3052SH 3052SH TEMPERED TEMPERED F EGRESS EGRESS _------------ ----------- EGRESa EGRESS -Y--------_- ------------ EGRESS EGR SS- =_-- ----- ------� EGRESS EGRESS i 9'-10” 10'-2" I TI- „ 13'-4" ` 13'-411 31-211 I 10'-2" _ 9'-10" BEDROOM #2 BEDROOM #1 = w BEDROOM #2 I co BEDROOM #3 06 1 o 0 8' C{,G.'' 0 8' CLG. 0 0 0 1 BEDROOM #3 0o BEDROOM #2 Cl) W 8' CLG. 8' CLG. O O LL -�' o O 8' CLG. 8' CLG. Loa N I LO �- � � I w 3'-10" 3'-10" 3'-1011 31-10„ 068 068 \ / 306 �0 �� 306 Elffq 11 L = �� o _ R&S �— — —= -I ATTIC I ACCESS L_ R&S - _ A IC I I AC ESS o I — 1 ATTIC —I = AC ESS ( _ R&S N I— _ - —1 I ATTIC ACCESS s r N R&S I — 3068 l- _I 00 J I 1 ao O J — O� 3068 N LO 3'-4" 3'-10" 3'-$'' `=0" 6'-8" - 13 15 c 0 � � _ 0' -' 15 ., � ,L, 13 _ \ 6'-8" 2'-0" 3'-8" _ T-10" M 3f -4f' /2 V15 /� 12 _ .-. 41-011 ,_' „� 1= m = I6 -8, 41 0,1 12 _ 15 14 / BATHROOM 11 ^If^ v I 1 �: /110 BATHROOM 14 13 _ 12 I 1 o v o- s+ a G. O 10 9 I o O M a- I m 3068 o -ch "- 3068 m l 10 9 8 8' CLG. 0 0 \. I p - 13 12 l 8 I04 11 11 10 cn I � iii °° O 7 6 / I o ✓ .. ao \ = N o - oo a .- 7 6 0 co I _ o -i VERIFY ] V VERIFY. 10 9 I M TUB R.O. 5 1 9 pts -- o O v TUB R.O. N I 9 8 I Vj m I� 5 4 , \_ 8 . 7 7 I BATHROTHROOM ( 6 I co � � 3 8' CLG. a' CLG. 3 \ I 6 5 p / �, p VERIFY \ I - VERIFY o / \'� ao I 5 4 cn l o O 063 -" L01m TUB R.O. � ' TUB R.O. N, � �" � o O I co � I , F06 3 MASTER MASTER 2 2 BEDROOM,, `BEDROOM 8' cLG. 9-4„ 3-6 2- „ , �1-811 3-6,� 9-4�� 8' CLG. o CLOSET CO CLOSET o 0 I 1m 8' CLG. 0 O N _ d” ( o O NU) 8' CLG. co Imo' I m _, "' - BEDROOM #3 0 ©I� 0 1 �� o m JO BEDROOM #2 `r' I L------ R&S 8CLG. � o 0LL m,1 I I I o 0 L _ - 8CLG. ----- —1 R&S j WALL 2X6WALLI2X6 1�30528H 6 -8 TEMPERED 5 TEMPERED 5 TEMPERED 35S g�_g�� EGRESS WINDOWS C) M I I co EGRESS WINDOWS 2X6 WALL M ZX WALL 5 5 H TEMPERED TEMPERED 3052 5 H EGRESS WINDOWS TEMPERED TEMPERED EGRESS WINDOWS 6'-6" 3'-6" 6'-6" 6'-6" 3`-611 6'-6" 10'-0„3,_ " 61-6" 6'-6" 3`=6" t 10'-0" 20'-0" 16'-6'I 16,_6,, 20,_ , tseaches Habitat forHumanity' BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD - ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 Q904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 Z Z Z Z N 0 D _ _ _ C LU �„t,� �,1„� 1„V - W LL Lo� Z n NLU Q a Q J j mi j 1 0 L)U W 00 a a a_m UjWWW _w m m m cn Lo a 02 Q Q Q Q Z Z Z Z J aaQ40 a Q Q Iq 00 LO to r T, r- V- PROJECT TYPE: QUADPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: SHEET TITLE SECOND FLOOR PLAN SHEET NUMBER SLAB NOTES: LEGEND: 1. DRAWING ELEVATIONS BASED ON TOP OF GROUND FINISHED FLOOR SLAB DATUM _4" INDICATES ASTEP-DOWN OR RECESS IN EL. 0'-0". SEE PLANS FOR SURVEYED NORTH AMERICAN VERTICAL DATUM FINISHED iG7,777, CONCRETE SLAB W/ MINIMUM DISTANCE FLOOR ELEVATIONS. DENOTED 2. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING INDICATES SLOPED CONCRETE SLAB 1/8" PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SLOW PER FOOT MIN, VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. 3. 4 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN , COMPACTED, TERMITE TREATED SOIL. ( TYPICAL ) Ct SEPARATION SEPARATION SEPARATION 4. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS WALL WALL WALL ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB @ALL LOCATIONS. 2-0 16-6 16-611 200 Beacks 5. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY D ITI VARY AT BUILDERS OPTIONS AS REQUIRED BY SITE CONDITIONS. 2 2 " Habitat CONDUITS REQUIRED BELOW SLAB. SEE• 6. VERIFY LOCATION, OF ALL PIPING AND CON Q (16-5Y2"r FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS).. 1 „ for Humanity �2 �2 ' NOTE. NOT AVAILABLE PRIOR TO ISSUANCE OF THESE BEACHES ROOF TRUSS ENGINEERING O -1 r EQUAL EQUAL 6 -6 - EQUAL E UAL CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF6 6 Q , HABITAT FOR O _ _ - _ RING PRODUCED SPECIFICALLY FOR THIS PROJECT. _ � w w i - TRUSS ENGINEERING cv I w1 - a.0 i I L a I N HUMANITY 0 o d X L L r J X d _i w cn 4 Cn w r 797 MAYP RT O ROAD F } _ ATLANTIC BEACH, FL 32233 SLOPE —I I ----- ---- -- - ------ � --- (9 4) 2 1 (- � , r — _ _ — — _ � SLOPE 0 41-1222 FAX: (904)241-43 0 1 I ARCHITECT: oco I u � , Julianne N. Overby, R A 111-0 11' ' Architectural n Interior Design -0r 11/2, Y2 Julianne N. Overby, R.A. rl r. 2452 hullian Street Jacksonville Beach, Florida 32250 ( --------- 3,_6.. 1 1 36 \ / rrF -�-------- 904-704-8628 — ^-- � I 1 I I I I ( I Email: jnoverby@att:net W I 8'-1 11 n 1 n I I L L I I 1 n i_ 1 n I FL. AR -0017060 . FL. ID -4621 a. /2 Y2 I I o o I 1/2 8 11 /2 - I o I w I I w I I �_II N 00 �" Ila I I SII L I 00 � m -- --- LU ( � I LU I1 GLul — — --- ►-I, 1 a - I I a. lal I . x Q a M _ p ch I I ch X _ Iwo i I` � I I p _ ., Iwl - I Z II= ( I =II Z z Z N IIo I' I OII _ _ _ _ N -----.-=--- -- -- --i rl �- I I �- r------ �---- ---- o o I I I W W W W J iz I I zI I , Io I oI uo-. I Z Z Z LL Iv v I I � 0/ - ,A� I I t o I 1 0 1 I 1 \ 0 I V p 4 10 1 i pI SO /� I I &, I 1 C�00 �, I n: I I a`I �% A ©/J I I I L Uj V I-y\L aaam QA7W W W W �— L_ \j F Q � i I Gti V L Jirk a,�J o l I I �O I Q Q 1 1 \ Q Q N_ I ,Z Z' Z Z J l iL I I I I I iii L Q = ISI - Q ~ C) I I I I I I ( I o Cn U) (1) Q N 1 I I 1 i Y I N M I I I I I L I r> d qq 00 LO CO +01-011 I I I I IOL +0'-0" FINISHED 1 I L I FINIS -HO PRO ECT I I FLOOR I ( I I FLOOR I J TYPE. QUADPLEX I , = I I 1 IA__E- NAVD FFE 14.16 NAVD - 14.16+0 0 1 I +0 -0DATE ISSUED. DECEMBER 6, 2016 1 I I FINISHED FINISHED I I ( REVISIONS: F I I J L LOOR FLOOR = = NAVD FFE 14.1.6 NAVD FFE .14.16 I I i I S I I I F I I I I I l I l�I I I 1 SHEET TITLE L------- -'-- — --j � �------ ---- --- — ---� �, I I _ I FOUNDATION CV I N U L------- ---J � w a _ ,r �, , PLAN p 0 1 /2 -0'-112 p _ p L -------- -------J J - _, � -i CO N t0 x r , ❑ W4-1/2" �r n W ❑ ❑ a. 0_ 1 /2n 0 -1 /2 a O O J —I cn Wi SHEET NUMBER EXPANSION MT. ) 1 EXPANSION MT. 2 1" EXPANSION MT. 1" EXPANSION MT. 2 19 11 16-511 16-5 19-11 ,� Aml 03 UNI 'A' UNIT''B' UNIT'C' UNIT'D' FOUNDATION PLAN .\ PERMIT A-103 SCALE. 1/4 - 11-01, �1 SET k FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16 OSB OVER (PROVIDE ADDITIONAL 15# FELT LAYER @ 2:12 SLOPE ROOF) PRE-ENGINEERED IN ERED ROOF TRUSSES .. _ _E R SE STRUCTURAL LATION BAFFLES BETWEEN INSULATION EACH TRUSS ROOF SLOPE 12 0 VARIES HURRICANE CLIP @ .EACH TRUSS SEE ROOF SEE STRUCTURAL DRAWINGS PLAN FIRE BLOCKING BETWEEN TRUSSES CH 0 WITH 2 IN NOMINAL LUMBER FROM TOPE PLATE TO UNDERSIDE OF ROOF. DECKING. SLOPE CUT THE BeacNs SEPARATION SEPARATION SEPARATION TOP OF THE BLOCKING TO MATCH � � � THE ROOF SLOPE. SEAL VOIDS AND WALL WALL WALL H *tat PENETRATIONS WITH FIRE CAULK AS ab,i REQUIRED BY CODE. (2)-2X PLATES - SEE STRUCTURAL EXTEND FIRE Tor Humanity' SEPARATION P G METAL DRI EDGE OVER METAL WRAPPED 2X6 FASCIA -------------- --------------- BEACHES R-30 MIN. BLOWN -IN VENTED VINYL SOFFIT -4rr TYP . INSULATION-- p 4 --p HABITAT FOR INSTALLED PER MANUFACTURERS SPEC. 1/2n GYPSUM WALL BOARD. MUD HUMANITY AND TAPE ALL JOINTS AND — — — _ _ — 797 MAYPORT ROAD VINYL "F" CHANNEL FASTENER HOLES. SAND ALL ATLANTIC BEACH, FL 32233 SURFACES FLUSH. 904 241-1222 FAX: (904)241-4310 R-19 BATT INSULATION 1212 z z ww ww ! > u. � 3 HURRICANE ROD SYSTEM 3 U_ > SEE STRUCTURAL DRAWINGSCO co -1 0 � � o i ARCHITECT: N. OverbRA A � juhanne y� SOFFIT DETAIL Architectural and :Interior Design A 1.04 'SCALE. 3/4" = 11-011 `*- ----p Julianne N. Overby, R.A. FIBE GLASS FIBERGLASS 2452 Pullian Street. AS HALT ASPHALT — — — — — - _ — SHI GLES SHINGLES r — — — � Jacksonville Beach, Florida 32250. I I 904-704-8628 1 � w I `1 Email: Inoverby@att.net 1 FL. AR -0017060 . FL. ID -4621 w00afth 0000%k 00=1% 00m% I ------=— 4 EXTEND FIRE EXTEND FIRE 1 04 N METAL ROOF METAL ROOF J C'41 SEPARATION SEPARATION F- I-= M BELOW ' BELOW I .... M Z ZZZCV .:,. NO PENETRATIONS NO PENETRATIONS NO PENETRATIONS WITHIN 4 -Q F THE WITHIN 4 -O ,,OF THE WITHIN 4'-0" OF THE W UJI UJI W J ,, 2 HR. FIREV1l iL_ 2 HR.FIREWALL 2 HR. FIREWALL z Z Z LL Z xi � Q aaa N l I Z Z Z Z Q 1 FIBERGLASS 1 t� V W ASPHALT I Q Q Q S , � Q I 1 WUIW SHINGLES W 4 off 41-011 /41-01' 4 -0 4 -0 41-011 �` �' I 48" OFF 48 OFF I Z RIDGE VENT RIDGE VENT Q Z Z Z Q I Z z z u_w w Q Q RIDGE WOGLL w --D 0) U) 4 O w w yr yr o I CO 12 c� 12 �o co0, 4 �' 4 c� co EXTEND FIRE �j R EXTEND FIRE cfl r r SEPARATION/I I N 04SEPARATION L � � - PROJECT TYPE. QUADPLEX L I DATE ISSUED. DECEMBER 6' 2016 FIBERGLASS I I I REVISIONS. 1 ASPHALT SHINGLES �I I 12 12 4 4 I SHEET TITLE FIBERGLASS FIBERGLASS ASPHALT ASPHALT SHINGLES SHINGLES CSO R. PLAN 1 ---------------- N METAL ROOF METAL RO N i BELOW EXTEND FIREI <I -----D BELOW j d- -- -- _-- SEPARATION— EXTEND FIRE I EXTEND FIRE —------------------- — — — SEPARATION II SEPARATION — METAL ROOF I SHEET NUMBER N I BELOW N METAL ROOF BELOW ------------------- Aml 04 UNIT'A' UNB UNITC UNITD IT - T - t 1 ROOF PLAN 3 e PERMIT A-104 SCALE: 1/4" 1 SET ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET, " FINISHED . THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48 MAX. ABOVE FIN S 4. ALL FLOOR - 5. ALL LIGHT HT AND FAN SWITCHES TO BE TOGGLE TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. ELECTRICAL LEGEND -@= 110 VOLT DUPLEX OUTLET -WALL MOUNTED 110 VOLT DUPLEX OUTLET -WEATHER PROOF 110V DUPLEX -GFCI OUTLET 110V DUPLEX -AFCI OUTLET � 220 VOLT OUTLET -WALL MOUNTED O ► TELEPHONE OUTLET -�- SWITCH - SWITCH -THREE WAY o� PUSH BUTTON SWITCH ® DOOR BELL CHIMES 0-+ CABLE TELEVISION OUTLET - LIGHT FIXTURE -CEILING MOUNTED { LIGHT FIXTURE -WALL MOUNTED Q SMOKE DETECTOR -CEILING MOUNTED a SMOKE ,DETECTOR -WALL MOUNTED EXHAUST FAN ELECTRIC PANEL QUICK DISCONNECT FLOOD LIGHTS - DUAL HEAD 1'x4' FLUORESCENT CEILING MOUNTED LIGHT FIXTURE r Beaches Hab*tat I L i r for,Humanity' i i BEACHES HABITAT FOR `\ HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 UD ARCHITECT: F LST LIc,-I ulianne N. Overby,RA, O (PREWIR ) IRE FO � � ( FAN) I Architectural and Interior Design `\ Julianne N. Overby, R.A. I ELECTRICAL NOTItb: 1.1N FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE -TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR.' ELECTRICAL LEGEND 110 VOLT DUPLEX OUTLET -WALL MOUNTED 110 VOLT DUPLEX OUTLET -WEATHER PROOF 110V DUPLEX -GFC1 OUTLET 110V DUPLEX -AFC1 OUTLET 220 VOLT OUTLET -WALL MOUNTED ► TELEPHONE OUTLET - SWITCH SWITCH -THREE WAY ❑-i PUSH BUTTON SWITCH ® DOOR BELL CHIMES O-+ CABLE TELEVISION OUTLET 0 LIGHT FIXTURE -CEILING MOUNTED -+ LIGHT FIXTURE -WALL MOUNTED U SMOKE DETECTOR -CEILING MOUNTED O SMOKE DETECTOR -WALL MOUNTED EXHAUSTFAN ELECTRIC PANEL QUICK DISCONNECT FLOOD LIGHTS - DUAL HEAD 1'x4' FLUORESCENT CEILING MOUNTED LIGHT FIXTURE CUT 4X4 BRACKET INTO--,,, ARCHED 8" COLLAR BEAM 1X8 FASCIA BOARD Wit 4" KING POST ELEVATION NOTES: -TREATED PLYWOOD. WOOD TRELLIS OVER WINDOWS 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT L J -1 j - L_ J= J_ _L T_ -LIT L FIBERLASS ASPHALT E" 71 12 SHINGLES I IL 4' r_'L_T_ - -1-1, _L 1 11--- 3'-0" 1,4- L L1_ F -L -52.1- i L _IT__L _J LT -i- -E _=_r J"L _U4 U 1- id I + 18-711 A. F. F. 2x PURLINS @ 12" O.C. 7 JULI P� Lj I 1 7 +17' 1 1 Ij I I I- r _r__ ..... ........... .... L�u TRUSS BEARING ------ — FASCIA TRIM: 1 "x8" SMOOTH j U ILI I-LAULI ±1' :1 11h, I _LL I IX P.T. TRIM I I' I At, LI Will "X3" STEP 1� ill U11 I lull w It !LLI 11 Fill 1 "X4" TRIM J'JX411 J ULL Il li J_ 2X8 P.T. RAF7ERS WINDOW TRIM -ILI I L 5" HORIZONTAL SMOOTH -E-111 IL U.-I'l-I "'--LLL LL1 LAP SIDING P.T. 04 WOOD BRACKETS (TYP.) T fl�Ii Beaches Ll i I T-1-1 i-17 T I I I I Il" -11 1, �h 1', 11 HORIZ Ll i ONTAL BAND: 5/4" x 8" SMOOTH MTL. STANDING SEAM ROOF it 2'-0" Habotat + 8'-1 1/8" A F F Ill, U U 11 TRUSS B AIRING I T 1 11" 1M- i �111 forHumanity- T I 1==11 I T BOARD & BATTEN -j- J BEACHES PERGOLA DETAIL L SCAL 3/4" V-0" OVER FRONT WINDOWS 7E_ 6" TAPERED E HABITAT FOR ROUND COLUMNS j J LLjjl L HUMANITY ia I i L 797 MAYPORT ROAD 7 it x L 1 5/4" 6" TRIM +01-011 F.F. if ATLANTIC BEACH, FL 32233 12 1 pi''1111 i I I It II it L L, I H Ili 1 11 I Il 11 iT 4 FINISHED FLOOR 411�� (904) 241-1222 FAX: (904)241-4310 UNIT'D' NAVD FFE 14.16 7L UNIT'A' UNIT'B' UNIT'C' =I 1-T A FRONT ELEVATION SHAKE AT TOP OPTION SHINGLE STRAIGHT EDGE �7' .- J_ A-200) SCALE: -091 TY TOOL L PANELS W1 SIMPLICI ARCHITECT: 1/4' ALUMINUM CORNERS A Julianne N. Overby, RA iE5�_ 'T - T--�= 'E T A Architectural and Interior Design __T __T -j-' 7� Julianne N. Overby, R.A. Jacksonville Beach, Florida 32250 2452 Pullian Street 904-704-8628 7 Email: jnoverby@att.net t FL. AR -0017060 * FL. ID -4621 _E_ -1 ILI 1,11 12 �E s 7- T T L J__ F- Fm #7t it l ---L 7-7 7 i�= 7 Z z z z T_ L I -,--I L C14, J_ L T — *ftwoo %ftwo %moo 111 LT"j'1j'l I 1 11 F At - W $*T- ----------- - ----- ILL A --------------- UL_Ll L LL1_j L_ 0 0 Uj F_ _TF—_ -7 T UNIT'D' UJI LU LU w ('B RIGHT ELEVATION /4" 1 0 �A-200) SCALE: 1 4 J-1 I _1 -1-Eflu LOUVERED 111i ji Z Z Z Z 'U al 11 SCREEN WALL I I-- I 1i I i < < < q< �m 11 1 1 1 1 i . L d (NOT SHOWN H Ll Cn (n 0 FOR CLARITY) A L [J� to 0 me 00 it Ul LI Ln to to (D it It H 11 if Ij L UNIT'A' PROJECT TYPE: QUADPLEX LEFT ELEVATION DATE ISSUED: DECEMBER 6, 2016 SCALE: 1/4" V-11211" REVISIONS: T -7 12 T 4 7 LTI=�= It A 7_ _T_ 71 �_-- -7 '11 7- 7:1 EXTERIOR ELEVATIONS 111-011 hu \_ MTL. STANDING SEAM ROOF MTL. STANDING SEA� ROOF P.T. 2x WOOD RAFTERS P.T. 2x WOOD RAFTERS & GIRDE� (TYP.) & GIRDER (TYP.) P.T, 4X4 WOOD BRACKETS (TYP.) P.T. 4X4 WOOD BRACKETS (TYP.) GLASS LIGHT EXTERIOR DOOR GLASS LIGHT EXTERIOk DOOR A=200 it 111111 H 11 il ii ii I -'Iit 11 1 111 1! il 11 LU 111111 �1 1111 'U, 1111 ill 11 IN 1! 11 11 1 11 ill -11 11 1 11 11111 ill, 11 L: a z A ['I UNIT "D' 6X6 P.T. WOOD COLUMN—i UNIT'C' UNIT'B' 6X6 P.T. WOOD COLUMN UNITW 1x4 CORNER TRIM POST Wit 1x8 TRIM POST W/ 1x8 TRIM PERMIT (c REAR ELEVATION A-200 SCALE: 1/4" 1 1-011 LOUVERED SCREEN WALL GLASS LIGHT EXTERIOR DOOR LOUVERED SCREEN WALL FOR TRASH & NC UNIT SET 7 ATTACH 2" METAL C–CHANNEL TO TOP OF GYPSUM LINER PANE i NOTE: NO ROOF PENETRATIONS WITHIN 4'-0" OF FRE WALL CONTINUE GYPSUM WALL BOARD TO ROOF. DECK NOTCHED AROUND WOOD TRUSS MEMBERS. APPLY INTUMESCENT COATING AT N ALL PENETRATIONS. .063„ USG A E CLIPS ALUMINUM ANGLE SPACED AS REQUIRED R11/19 FIBERGLASS BATT INSULATION 23/32” T&G PLYWOOD SUBFLOORING GLUED AND SCREWED OVER PRE–ENGINEERED WOOD FLOOR TRUSSES PRE–ENGINEERED WOOD FLOOR TRUSS 'I SEE STRUCTURAL DRAWINGS i i .063 USG ALUMINUM ANGLE CLIPS SPACE AS D REQUIRED - Q ATTACH 2 METAL CHANNEL TO CONCRETE SLAB W/ PAS LODE' I OR EQUIVALENT ANCHORS 0 24" O.C. MAXIMUM i 2x SILL PLATE W/ FOAM SILL SEAL ,I e. ■► x Beaches Habi*tat OSB SHEATHING, USE FIRE .TREATED • CL PLYWOOD WHEN AT A MINIMUM for Humanit t II SEPARATION ONWAL L DISTANCE OF 4 FROM FIRE WALL PRE-ENGINEERED BEACHES —' WOOD ROOF TRUSSES A S – ANSI UL 263 FIRE RESISTANCE RATING / HABITAT FOR w , g HUMANITY Design No. U336 December 06, 1996 0' 797 MAYPORT ROAD Exposed to fire from separation wall side only a .'.��•, y ATLANTIC B .... NonbearingWall Rating – 2 Hr C EACH, FL 32233 9 z ALIGN TRUSSES WITH INSIDE Finish Rating – 120 Min (904) 241-1222 FAX: (904)241-4390 ' EDGE OF FRAME WALL 6 3 -A SEPARATION WALL: (Max Height - 44 ft) 1. Floor, Intermediate or To Wall – 2 wide channel shaped with 1 "- long les ARCHITECT: P P 9 9 R-30 BLOWN' .:: alv steel secured with suitable fasteners spaced24"• . ,.... •: ::.•.:.• :. .,,-. .... •w• • .. -• . form from No. 25 :MSC g , a eners spa � ,. CELLULOSE O.C. N. v rJulianne O e b RA INSULATION _ y� 2. Metal Studs .Steel members formed from No. 25 MSG ga v steel having ,• ,.. . .. ,. .• ..... ... ,., w. ,: Architecturaland Interior Design X1 H shaped. flange spaoed 24 O.C., overall depth 2 and flange width 1 –3/8 .g » , – o layers of 1 thick sum wallboard Inner oriels 3. Gypsum Board Tw Y 9YP panels, ullanne N. Overb R,A. op T supplied in nom 24 widths. Vertical ed of anels friction fitted into H :... ...• .••• :-:..... , ,,,., PP edges,of P 2452 Pulhan Street shaped studs. <: Beach, Florida 32250 1/2" GYPSUM WALL 2 4 5 Jacksonville / BOARD CANADIAN GYPSUM COMPANY – Type SLX. 904-704-8628 Email: jnoverby@att.net FL. AR 0017060 . FL ID -4621 UNITED STATES GYPSUM COMPANY Type SLX. s , THERMAFIBER» INSULATION 3 2 FIRE BLOCKING AS REQUIRED PROTECTED WALL: Bearing or Nonbearing Wall.)' 64. Wood Studs – Nom by 4 max spacing 24 O.C. Studs cross braced at a >: (2) LAYERS 1 USG GYPSUM mid --height: where necessary for clip attachment. Min 3/4" separation between , LINER PANEL wood framing and fire separation wall. 6 :.` F 11-- M 5. Gypsum Board – Classified or Unclassified – Min 1/2 thick, 4'-0" wide, A " Z 1 ; (3/4 MINIMUM.) AIR. SPACE applied either horizontally or .'vertically. Wallboard attached to studs w/ 1 1 /4 .. � . Z Z Z N long steel drywall nails spaces 8" O.C. Vertical joints located over studs. N 1/2» GYPSUM WALL BOARD OVER #2 (Optional) Joints covered paper tape and joint compound. Nail heads ., covered with joint compound. _ J R .. SPF WOOD STUDS ` C� 16 O.C. � �, �, „ ' _ 5 . 6. Attachment Clips Alur w an le 0.063 thick 2 wide with 2 and W W W 'wT.: are 2 1 4 legs. Clips sec d with Type S screws 3 8 Ion to H studs and 9 P » YP / 9 Z Z z ILL �. with Type W screwy ;1-1 /4 long to wood framingthrough holes provided in . ;. 2 METAL H–CHANNEL YP 9 Clip. Q Q )23'-0"( MIN) AIRSPACE J J J A – PA AS REQUIRED 6A. Clip placement (Item 6 for separation walls up to high. Space, J .•: METAL ANGLE SPACE Q cli s a mas of 10'-0" 0.C-. vertical) between wood framingand "H" studs.` .T T >, Z .:. 66. Clip placement -Item �,6 for separation walls u to 44 -0 high. Space • ` -- 2x `SILL PLATE P P ( ) P P 9 P � Q frps as< described �n Item `6A for upper 24'-0". Remaining wall area below V :. C.� V W r a max, -,,5'–O" O.C. " •'• requires clips spacesvertically between wood framing and H ...: studs.SECTION A -A WQ UJ WQ Q m W *Bearing the UL Classification MarkFM M V W W W ftm g. 04" C. .. =3 mow.. 0 �'0 Z i .. a a a J Qa � 4e 00 .: 1/2" GYPSUM WALL BOARD I 1 PROJECT TYPE: QUADPLEX 1/2" .GYPSUM WALL2x6 STUD WALL @ 24 ' 0. . BATE ISSUED; DECEMBER 6 2016 . W R-19 INSULATION BOARD OVER 2x 2 SPF / 12 # „ REVISIONS. WOOD STUDS 0 16 O.C. NON-COMBUSTIBLE SIDIN OR 12Y M ti / G PSU WALL BOARD R 11 FIBERGLASS BATT STUCCO OVER APPROVE INSULATION t .. 2x4. STUD WALL @ 24 O.C. HOUSE WRAP VAPOR BARI IER " (3/4" MINIMUM) W/ R-13 INSULATION F AIR SPACE IRE RETARDANT y (2) LAYERS 1" use PLYWOOD SHEATHING. E ENDED GYPSUMLINER PANEL _ r_ n 4 0 HORIZIONTAL DISTA JCE BOTH SHEET TITLE ::. OF SEPARATION WALL . : SIDES OF FIREWALL J WALL 2 USG 'C' RUNNER SECTIONS I 2`r USG 'H' STUD „ e. 2X6 STUD WALL @ 24 0. - 4 ; _ UV/ R 19 INSULATION AN a (2) 1n USG GYPSUM LINER PANEL DETAILS :�. (SEE SECTION THROUGH CONCRETE GRADE BEAM cann,nn-rrnnr IAIAI I N– STAIR NOTES: 1. STAIR DETAILS PROVIDED FOR DESIGN INTENT. 2. SEE STRUCTURAL SHEETS FOR STAIR FOUNDATION, STRUCTURAL CONNECTIONS AND ATTACHMENT TO STRUCTURAL MEMBERS. 3. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. 4. PROVIDE WOOD BLOCKING IN WALLAS NECESSARY TO SUPPORT RAILS AND RAIL SUPPORTS. FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/1699 OSB OVER (PROVIDE ADDITIONAL 15# FELT LAYER @ 2:12 SLOPE ROOF) PRE—ENGINEERED ROOF TRUSSES _ SEE STRUCTURAL L BLOWN—IN CELLULOSE & INSULATION BAFFLES BETWEEN EACH TRUSS HURRICANE CLIP @ EACH TRUSS SEE STRUCTURAL DRAWINGS (2) 2x PLATES - SEE STRUCTURAL (904) 241-1222 FAX: (904)241-4310 1 w METAL DRIP EDGE OVER METAL ARCHITECT: WRAPPED 2x6 FASCIA , Julianne N. Overb , RA VENTED VINYL SOFFIT INSTALLED Y b, Architectur _. l n Interior PER MANUFACTURERS SPEC. R-30 MIN. a a dDesign 99F99 CHANNEL BLOWN—IN VINYL Julianne N. Overby, R.A. - , INSULATION ' 2452 Pullian Street 4 x 6 FIBER `CEMENT FREIZE s / Jacksonville Beach, Florida 32250 BOARD 1/2" _ GYPSUM WALL 904-704-8628 BOARD. MUD AND R-19 BATT INSULATION 5 Email: jnoverby@att:net TAPE ALL JOINTS FL. AR -0017060 . FL. ID -4621 HURRIA R' SYSTEM — SEE AND FASTENER CANE OD OWN*% 000%k #*Iwftk STRUCTURAL ,DRAWINGS HOLES. SAND ALL •• • wSURFt�\�E� FLUSH. . m V 7/16 OSB .OVER 2x STUDS — .:..., ... 1 SEE STRUCTURAL DRAWINGS M VERTICAL SIDING23/32" T&G PLYWOOD Z Z Z Z N , V SUBFLOORING GLUED AND (BOARD 8c BATTEN LOOK) SCREWED' OVER PRE—ENG NEERED co „ _ ,� TO BE INSTALLED PER 10 WOOD FLOOR TRUSSES MANUFACTURES SPECIFICATION rW LL1 J ` LU L1� _ IL DAMP PROOF BARRIER LAP . Z Z Z OVER FLASHING 8SHIM as a a P.T. 5/4 x 8 J JJJ_ CONTINUOUS TRIM W 4 STAT R DETAIL A-301 SCALE:1/4"=V-0" . W daaaoo 2x SILL PLATE W W W W m TO BE INSTALLED PER SIDING F SPECIFICATION MANUFACTURES Z 0 1 2 GYPSUM Z Z Z Z � / J WALL BOARDCO Cn CO REINFORCED CONCRETE SLAB L0 w w CU FOUNDATION SEE STRUCTURAL 2x PRESSURE TREATED PLATEOgg DRAWINGS MORRO PROJECT TYPE: QUADPLEX OVER FOAM SILL SEAL SEE STRUCTURAL DRAWINGS FOR6 MIL VAPOR MASTER DATE ISSUED: DECEMBER 6, 2016 y ANCHORAGE BARRIER OVER BEDROOM / I REVISIONS: CLEAN CLOSET EXTEND HOUSE WRAP BELOW FINISH COMPACTED' AND s cLG. _ I - FLOOR. SECURE WITH STARTER TERMITE TREATED STRIP SOIL s.r FINISHED FLOOR oD Lh� O 1 FINISHED GRADE o , 1,$,, O 3 4 / ,�o J SHEET TITLE �� Q LL ° Q. SC�i 2 2-• �P _ew STAIR SECTION OPV �.'"� ►� •�DOOR AND sr` TO \' • / -' u. TILT AH UNIT � '--... �•,"`---.. r� _ ,.. �\. 1/2"GWB� & HWH N - DETAILS CV - INTERIOR STORAGE 8 CLG; CV �� ` �+•� �,�•.,�`"-.'�`� M (CONDITIONED) ' 4 4'-6" SHEET NUMBER PARTIAL WAL i A-301 W/ WOOD CAP 1 WALL SECTION STAIR SECTION 3 GREAT ROOM SECTIO 2 _ A-301 SCALE: 1" =1'-0" AT SEPARATION WALL A-301)_SCALE: 1/4" = 1'-0" A-301 SCALE: 1/4" = V-0" A=301 ISI PE .: RMIT SET I � -1 - I i , ,�� i ROOFS _Z_7177 WALLS (i.,I-Wi.dow, ��n!� , � , END ZONES , I I I I I _1� � NEGATIVE 'POSITIVE NEGATI, "POSITIVE LIVE LOAD I I GENERAL NOTES: I I I I SPECIFICATIONS: (continued) 7#/sf DEAD LOAD/TILE 20#/sf . I 1. All notes, drawings, details, tables, references and specifications depicted within these engineering documents shall be reviewed by the client and e$ch material and/or OTHER FRAMING FLOORS CODES & DESIGN STANDARDS: LIVE LOAD service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor andlormate�ials shall only be famished by those persons and/or entities with a thorough understanding of the notes, drawings, details, tables, references and specifications depicted herein, as well as a � 1. All structural (dimensionaI/solid-sawn) framing members, except as noted or specified otherwise, shall be 92 S`YT lumber w/ maximum 19% moisture content. Florida Building Code - Residential 2014 1.00 I . thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. � 2. All engineered wood beams shall be Trus Joist/1-Level/Weyerhaeuser brand Microllam LVL 1.9E, or equivalent, except as noted otherwise, and shall be installed in Florida Building Code 2014 (as applicable) LIVE LOAD w/ STORAGE : 2. These engineering documents have been prepared at the clienfs request to ensure the structure depicted herein is in compliance with Sections 1603 trough 1607, 1609 accordance with the manufacturer's specifications, instructions and directions. ASCE 7-10 I PER TABLES i and 1610 of the Florida Building Code, and/or Sections R301.1 (excluding "flood" design, unless specifically noted within these documents), R301.1.$and R301.2.1.4 along with Tables R301.5, R301.6 and R301.7 of the Florida Building Code - Residential. The engineer's scope of work is limited to only providing the necessary analysis, I I 3. All engineered wood posts or columns shall be Trus Joist/1-tevel/Weyerhaeuser equivalent, except as noted. Vertical post or columns specified brand TimberStrand LSL 1.3E or Parallarn PSL 1.8E solid members, as specified, or I on the framing plans and/or details as engineered wood may not be built-up or pieced together to form NDS -05 TPI 1-07 structural members exposed to weather or in direct contact wid drawings, details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements 4s outlined in the aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. ,Vditionally, the the specified dimensions; they must be solid, one-piece members. Post or columns specified within these construction documents as dimensional/solid-sawn members - " " ACI 318-05 WFCM-01 aforementioned options are considered to be practical, the engineer may be contacted and requested to provide additional analysis to determine ifan engirieered wood , (EWP) or structural steel column may be used within the allotted wall cavity. . �i , engineer's scope of work specifically excludes engineering functions delegated to others [i.e. roof and/or floor truss design, engineered wood products gesign (exceptEVVIP i.e. 4x4, 4x6, 6x6, etc. - may be replaced by a similar -sized (e.g. a 5.25 x 5.25 EWP in lieu of a 6x6 SYP) engineered wood post without additional analysis or 3. All fasteners (nails, screws, bolts, etc.) less than 1/7." in diameter and in contact with pressure preservative treated wood shall be either hot -dipped galvanized (HDG) or specified herein), etc.] as well as other disciplines of engineering - i.e. mechanical, electrical, plumbing, geotechnical, environmental, site (including drainage), etc. And, documentation required by the engineer. to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility DESIGN CRITERIA: with the application and/or corrosive material. The exterior use the engineer's scope of work specifically excludes design elements of an architectural or non-structural nature, including but not limited to egress and life safety; moisture protection, infiltration and/or resistance; resistance to wood destroying organisms ("WDO"); fire -resistance; energy efficiency, etc. The engineer fartherwarrants thatthe 4. All nailing shall be with "common" nails, except as otherwi the applicable code referenced herein. All envelope sheathing shall noted. All nailing not otherwise specified within these engineered documents shall be as specified by be nailed and/or screwed as specified and glue or other adhesives shall not be used in place ofnails � � BUILDING TYPE ENCLOSED locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include structure depicted within these documents, to the best of his or her knowledge, complies with the applicable portions of the aforementioned sections ofthe code and makes - 24,,T2"47� I BASIC WIND SPEED 130 mph (3 sec. gust) HGD, etc.) connectors & fasteners shall not be combined. Use only S$ fasteners with SS connectors. no other claims, warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address or screws. anized connectors. EXPSOUIRE CATEGORY c 5. Regular inspection and maintenance of wood, wood -based and : I: : . . I __+._-_A I elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be . responsibility of the appropriate entity - i.e. owner, architect, contractor, and/or building official, individually and collectively - to design, account for or otherwise verify as 5. All engineered components, including roof trusses, floor trusses, I -joist, etc., shall be installed in accordance with the manufacturer's- specifications, instructions and BUILDING CATEGORY 11 INTERNAL PRESSURE Coef. +0.18/-0.18 W/8" appropriate for the intended purpose. directions. 24"/24" 24"/24" 19.5' 3. The structure depicted within these engineering documents, unless specifically noted herein as otherwise, has not been designed to resist flooding orthe associated effects 6. All sheathing shall be either APA- or TECO -rated, Eposure I, Sheathing may be either OSB or plywood, unless specified as one PSI/PS2 (Structural I rated sheathing NOT required except when specifically identified as such). or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly W/8" 8'712" thereof. It is the responsibility of others - i.e. owner, architect, contractor, site developer and/or building official, individually and collectively - to establish the minimum appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than blocked. Use of "ply clips" or similar edge support is required Use of "ply clips" or similar edge support is required at unsupported at unsupported panel edges of roof sheathing 7/16" thick when supports are spaced at greater than 16"o/c. panel edges of roof sheathing less than 23/32" thick when supporting tile roofs. Use of"ply clips" N.P. N.P. the minimum prescribed by FEMA, as prescribed by FEMA and enhanced by the local controlling authority, or as prescribed by the community engineering and approved by the local controlling authority. Furthermore, the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone or similar edge support is recommended at unsupported panel edges sheathing shall not be less than 7/16" thick. Floor sheathiffing sh of all roof sheathing, regardless of panel thickness, for improved aesthetics. Roof and wall I not be less than 23/32" thick, with all panel edges supported (tongue & grove or blocked). Some 16"/24" 24"/24" "V" unless these engineering documents specifically indicate the design(s) depicted herein are resistant to the potential effects of V -class flood zones. design loads require thicker panels; see sheathing specifications for specific minimum panel thicknesses, required span ratings and fastening information. 676" � 678" 4. The design(s) depicted within these engineering documents has/have been prepared in accordance with the applicable laws, codes, standards, rules,,Otc., (referenced herein) as interpreted and enforced by local authorities having jurisdiction and, further, the engineer is not aware of any errors or omissions contained 'Within the design(s) 7. At exterior walls clad with a stucco or an applied -stone veneer sheathing (Exposure 1, PSI/PS2) or 7/16" thick, 24/16 span -rated finish, the APA (www.apawood.org recommends the use of either 15/32II'thick, 32/16 span -rated Structural I rated sheathing when the sheathing is installedwi�tha vertical orientation (long axis I N.P. I or documents, nor of any inconsistencies betwee� the design(s) and documents and the applicable laws, codes, et al. However, should any portion of these engineering . documents be found to include an error or omission the engineer, upon appropriate notification, will correct the document(s) in a timely fashion Without additional fee to - parallel to the studs) on the wall (see Technical Bulletin TB -202 for additional information). The discretion to enforce the aforementioned recommendation i is at the sole 6 /8" 1 16 /16" , the client - unless the error or omission arose from flawed, incomplete or ambiguous data provided to the engineer, which will result in additional feesdue to the engineer I discretion of the local Building Official. Do NOT use sheathing, suitability of the nonconforming materials with the Building Official that does not conform to the aforementioned recommendation unless you have FIRST verified the having jurisdiction over the project. Failure to do so may result in the need to significantly enhance (2) Ve 8, for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision, correctiori�or update to the the construction of the exterior walls. 13-1/2" 3-1/2"/4I' I 13-1/2" engineering documents or addendum thereto. I 11 (30)Y4"2-1/2`SDS SINGLE HDUI I 11. 9' 5. These engineering documents may be used one -time -only, and only at the specific site or location identified herein. The design(s) depicted hereiniliay not be used to 8. Metal connectors shall be Simpson brand hardware, as specified directions. Alternates to the specified Simpson connectors ma) herein, and shall be installed in accordance with the manufacturer's specifications, instructions and be used, provided that the alternate connectors meet or exceed the specifications of the connector(s) - N/A execute (a) subsequent structure(s) or elements thereof, nor shall the design(s) be executed at a location other than the one site or location specified herein. specified and have appropriate product approval and installation instructions and directions. � - (2),I- 1 Y. 6. Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. 4" SEE PLAN N/A .1 7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction ifaconflict is present. I FOUNDATIONS, CONCRETE & MASONRY SINGLEHDUI4 � 11. Ir , I 8. Any discrepancies between these engineering documents and the architectural drawings, site plan, survey and/or other data or information shall be reported to the 1. The foundation design(s) depicted within these engineering ( parameters and accepted engineering design procedures and is ocuments has been completed in accordance with recognized standards, recommended soil design )ased upon the best information available at the time of their preparation. The design(s) depicted herein I N/A engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during e is/are intended to minimize differential movement resulting fro n the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the I I 151. construction, construction should cease until such time as the discrepancies have been resolved. foundation components will experience movement throughout he useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of N/A 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others - that include dimensions, opening locations the soil conditions present and be'advised to maintain good pra partitions above floor slabs, finish work on or above the floor Aice in the future with respect to surface and subsurface drainage, maintenance, the construction of ab and the locating or constructing of secondary elements near the structure that could affect future . T and other specific information - which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information performance. SEE PLAN 1 11-1/21, or for claims arising from the use thereof. - , HGT4 1 I 0. Unless specifically depicted within these engineering documents, the engineer has not been made aware of nor accounted for other components, elements or systems 2. The foundation design(s) depicted within these engineering (ocuments exclusively non -expansive soil with an allowable soil bearing mpacity has/have been prepared based on a relatively flat, well drained building site featuring of not less than 2,000#/sf and a design lateral load (at -rest pressure) of6O#/sfper foot ofdepth I 1 11-1/2" that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. with a level back slope. Should site conditions be adverse to- otherwise inconsistent with the aforementioned parameters, construction shall cease immediately and I 1. These engineering documents should never be scaled. Wall framing should be based on the stud table(s), specifications and/or the relevant notes provided herein. Wall the engineer shall be promptly notified of the conditions and nc further construction shall occur until the engineer has provided additional direction. framing shall not be assumed based upon the "scaled" wall width depicted on these or any other drawings, or based upon notes or references included in the architectural 3. Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor drawings. system above or otherwise properly braced or shored to prevent damage to the wall. 1 12. These engineering documents include specific information of a structural nature - i.e. the size, grade, species, quantity, strength, etc. of headers, beams, columns, posts, studs, joists, rafters, sheathing, footings, reinforcing, connectors, fasteners, etc. This information supersedes information of a similar nature that may be shown on the 4. Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#/sfsoil bearing capacity. associated architectural drawings. Additionally, the size, grade, species, quantity, strength, etc. of the structural elements specified herein may be exceeded or enhanced, In the absence of a geotechnical engineer's report, the site and soil shall be prepared to the satisfaction of the Building Official. within reason, at the discretion of the user without additional review or analysis by the engineer, unless specifically prohibited by the engineer. 5. All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated 13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using column or wall, unless indicated otherwise. the documents for any purpose. If (a) page(s) of the engineering documents is/are missing, illegible or otherwise unusable, obtain complete and legible documents before 6. The location of steps, jogs and top -of -wall and/or top -of -slab elevations are critical to foundation performance. While the location of those steps, jogs and elevation proceeding with intended use. �, changes indicated or otherwise known to the engineer have bee ri depicted within these engineering documents, it is understood that some of these items may change I 14. It is the intent of the engineer that the stfucture depicted within these engineering documents be executed in conformance with all requirements ofthe authorities having during actual construction. The design(s) depicted herein can only additional analysis and effort should field revisions merit. address the proper foundation configuration as specifically depicted herein and could require jurisdiction over the construction and/or occupancy depicted herein. All contractors - including materials and/or labor contributors - are responsible for the means and methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws, rules, regulations, codes and standards. Under no circumstance shall these engineering documents, nor any portion thereof, be used for any purpose until a) they have been reviewed, b) they have been 7. Extreme care should be used throughout the construction process system. It is the sole responsibility of the contractor(s) and labor to prevent the movement of retaining and/or foundation walls until the completion ofthe structural contributors executing the design(s) depicted within these engineering documents to adequately shore approved, and c) (an) appropriate permit(s) has/have been issued to execute the design(s) depicted herein by the appropriate controlling authority(ies) ortheir designee(s). Furthermore, all construction arising from the design(s) depicted within these engineering documents shall be inspected as required by the authorlly(,ks) responsible for the the walls throughout the construction process to maintain the integrity of the design(s). I issuance of any permit(s) and shall pass each required inspection before the construction progesses further. No Certificate of Occupancy (or similar statement of completion) shall be issued for the structure depicted within these engineering documents, nor shall the structure be occupied or otherwise used for any purpose, until such 8. The building site shall be cleared of all top soil and organic matter thereof. Unless otherwise indicated, all footings and beneath the planned structure location, as well as for an additional five feet or more beyond the flat concrete shall bear upon non-organic, undisturbed soils compacted to adensity ofnot less than 95% time as the authority(ies) having jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe, sound and, in compliance with all applicable laws, rules, codes, etc., and consistent with the drawings, details, tables, references and specifications depicted within these engineeringdocuments. - �, � , -W J� perimeter of Modified Proctor Maximum Dry Density (ASTM D1557) GP-, S -W-, and/or--*�"J 11- it I '* ria. GW-, _ ,1% " -11,- qqk ic,M, , 111-- I, ",-,-I$ W-1, _,,,p "I _ I I 11,,�,�'-2 ,w4-- -1-1 - 11 - � r"', " ,'� � ,,,,,, " 11, ''I a depth of not less than two feet (24 inches) below the bottom -of the footing or slab; Or, upon clean � i d soils (with the compaction -,removed. M , ,,s requk---d .5 ac nmoM44go� 1�',, -IT IM - , � I - I " 1,g--�N;��-,I ,, ,,, I �', s -, '11,# - ,, , I ,�7- I . t$UQeL �, . . I _�� ,, _-1, 11 ___ - - I- , -77 -hall be pl ed atop.ne_ '' COMPONENT & CLADDING PR .� � 'previous 1, n 6 #�%d "-(42 1i �dd III s a v, e compac e , -a ens 15. It is the sole responsibility of the contractor(s) and labor contributors executing the design(s) depicted within these engineering documents to deternyW-L-flid proper thereof veritim" ly refereini&dy bfid acidect it Sh, ins T n I III, n 1) t crio i a ity-orn less ,95-/o or iviodined Proctor � I Maximum Dry Density (AST'MD1557). These minimum specifications maybe exceeded or superseded by either a geotechnical engineong report !_ , ": Z_ , ':' - �_;;� -'': * - me�&19 , 16,,-� , 11 I � 7 ,,,�,� - . wmji . � _�;" i - .*,� I I � - to execute the designs, as well as insure the soundness I, I � � - - , , � - I 11 . 1_,, , ,� _ I � � erection procedures and sequences required to insure the safety of those providing the labor and materials necessary , ; I-_ � "Ji "":, I I _. 11 I � I I � � "I'll, "I'll 1, I'll 1'� -, �, t,l n� , I I 'I', �7 7%, ,7-_ , I _� :�, , building site or at the direction of the Building Official, as deenied necessary to achieve the minimum required (2,000#/sf) soil bearing c .... ,A%"WN'Q, ,� � , L I � , I p, it is the sole responsibility of the con ) and labor I 11 I ��, , of the structure and its sub -elements and/or components throughout, the,construction--procesrs. �,Far_thermor I �. tract site be prepared to a lesser degree than that which is outlined herein. - I I I 1 �11'1� I 11:1 , I I I - I ,� th , ss, until such time - I "a- I 11 -i-, " �;tructurer dw,jpg 1,.�d: M�R, 0 A I � I . . tain a sale, p u '_V;'iid4 � , I imb -an ,, eN,cls - - contributors to provide appropriate and adequate temporary bracing Tiecessary,to main __ - , � I acmagns =owr )u outthese , - as all of the structural elements and components .depicted within these documents are properly installed, inspectd� ' d -- r ."if Is" I I 11 . 9. All concrete slabs on grade shall be no less than the thickness indicated on the drawings (no less than 4" nominal thickness in any instance) and be placed atop I engineering documents is permanent bracing and sh ith or substituted for the aforementioned temporary bracing. ,�__ � -ordance with applicable codes and standards. Slabs shall be reinforced with dither 6x6 WI.4xl.4 , � (minimum) 6mil polyethylene (visqueen) barrier installed in acc I I I WWM lanned not less than 8" at edges/ends in con nuance with ASTM A-1 85, or Fiber -Mesh reinforcement shall be used with minimum 2" fiber length at a rate of I I 11 I 11 I I 1 �� i 1 14 � I, A THIS DOCUMENT, ALONC WITH I DESIGN LOADS: I i , ,�� i ROOFS _Z_7177 WALLS (i.,I-Wi.dow, ��n!� , � , END ZONES , I I I I I _1� � NEGATIVE 'POSITIVE NEGATI, "POSITIVE LIVE LOAD 20#/sf DEAD LOAD/SI-HNGLES 7#/sf DEAD LOAD/TILE 20#/sf . DURATION FACTOR 1.25 FLOORS -24.73 . 1 LIVE LOAD 40#/sf DEAD LOAD 12#/sf (Includin I Cln'g Below) DURATION FACTOR 1.00 I . CEILINGS/ATTICS -ig.48 LIVE LOAD/NO STORAGE 10#/sf (Non-cor�urrent) LIVE LOAD w/ STORAGE 20#/sf (Concutr DEAD LOAD 5#/sf WIND LOADING I PER TABLES i DURATION FACTOR 1.60 1 SIESMIC N/A i � � I I structural members exposed to weather or in direct contact wid ; ;. t I I , . I 1. 11 . � I column "wrapped" with a finish material (i.e. gypsum, etc.) and left semi -exposed into an interior space within the structure. Additionally, if none oftho three il I I . ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN INFORMATION DERIVED FROM THIS DOCUMENT, ANDIOR NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE - __ __ _-_-__- REV, DEN7TEBWRFPRWN : I - 2 - 3 - 4 1 - i 'me CASTILLO r..� 1 . Group "I I A 11.n& C -p -ti.. Designers r 11 -1-71-11 --- Engineers , I -1 .- . . - .- � 655o Roosevelt Blvd. . Jacksonville, FL 32z44 � . . 1 (9-4)772-610- � .. I FL CoA No. 32137 . I �:) I 1 �.4 C�e cz/) �� ., (J C )IIIIIIIIIIIIIII1 .1 F-4 >_� �_III`III1 F� = �� U� Z 0 U C 'P, 0 �:) V) Z V� (::) �-4 (:) �.........i -<� P. F__4 !� > eK, � U �:) 4� 0-� 4.4 �_IIIIIII1 ON �� 4 U IN �� W " P--� Z �� 7 C) � V� I I 1q4 Itt � 1. ., - ) 44 11��,; _1 I i I I _," �" � " MAX. ON -CENTER STUD SPACING (in INCHES) �.4 r-4 F-4 �_� 11��, ,-- I �"4& , ',", - I � : END-ZONEANTERIOR ZONE: 1- I III. , C) It I : I , � , I I I I I 1�_ I I i , , , 11,", i �� ,1. 11 �, - I - 11 �URES (in psf)-Vsd or "ALLOWAB&I. . li 1-1 t, I W1141) I 130/C TITQ1, ��' `-, -J-2 _ , W - ,,, �� LCORNERS � YS_(aU vahm;% negafi- � , ;EJR� I � �, - . ZONE 1 'T � I I . ZONE "T' ZONE " I - END/EDGE INTERIOR - Le. "UPLUrr) OVERHANG OVERHANQ CORNER INTERIOR, _Z_7177 WALLS (i.,I-Wi.dow, ��n!� , � , END ZONES , I I I I I _1� � NEGATIVE 'POSITIVE NEGATI, "POSITIVE <10 -25.85 -25.85 -22.10 , -37.46 -37.64 � -29.60 22.1 -2 22.10 - 20 . -24.73 -24.73 . 1 1 , -20.98 -36.34 -36.34 -27.72 0 21.17 2�3 A 21.17 ::� 50 -2123 ' -23.23 -ig.48 -34�84 -34.84 -24�91 19.67 -2 - 19.67 >100 I -22.10 , -2110 1 -18.36 -33.72 -33.72 -23.04 18.7�,,`,��'�` j 18.73 16. Yet -to -be -installed building materials - such as gypsum board ("drywall") and roof shingles or tiles - placed on me floorts) or roorks) ot e structure depicted within I !I these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads ofthe lb. per cubic yard of concrete, complying with ASTM C -I 116. � I , I floor or roof; Unless indicated otherwise within these documents, 40#/sf for floors and 20#/sf for roofs. 10. Minimum compressive strength of all concrete used for I 11 ations, slabs, etc. shall be 2,500psi at 28 days. I �� 17. All materials specified within these engineering documents shall be installed properly, in a workman -like manner and in accordance with the directions and instructions provided by the manufacturer, or as otherwise indicated by the code or associated product approval document. __ I 1. Where indicated, cores or cells of block masonry (CMU) shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less than 3,000psi at 28 days. I 1 18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code - Residential (along with the associated 12. Reinforcement shall be detailed in accordance with ACI 3 1', Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: standards and design methodologies referenced therein) applicable at the time of the preparation of the documents. As the applicable code, standards and methodologies are a) Concrete cast against earth: 31T ' routinely updated and/or supplemented, the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and b) Formed concrete exposed to earth or weather: 1 1/2" enforcement agency (and subsequently used for construction) in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective 3 date of the edition of the code, standards and/or deign methodologies referenced herein, the engineering documents shall become null and void and shall be returned to the c) Interior slabs, walls, etc.: /411 engineer, who may subsequently be contracted to update or re-engineer the structure (as deemed applicable) to the current edition of the appropriate code, standards and/or 13. All reinforcement shall be conform to ASTM, A-61 5 and be grade 40 (G40) unless indicated on the plans and/or details as grade 60 (G60). All longitudinal , methodologies. In no case shall these documents be used for permitting or construction more than one (1) year after their date of original issue. (horizontal) reinforcing in walls and footings shall be continuotis at/around comers and intersections, and/or matching comer bars shall be used. All longitudinal 19. Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such, extreme (horizontal) reinforcing shall be lapped at splices a minimum oj'40 bar diameters (20" minimum lap for #4 and smaller reinforcing) and all vertical reinforcing shall be LEGEND - care and code -required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors, omissions and/or conflicts. lapped at splices a minimum of 25". � However, the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability ofthe 14. ALL concrete operations - including but not,limited to mix design, mixing, transporting, reinforcing detailing and placing, placing, curing and testing - shall be done (2) 2xI0-2 / 3 HEADER/BEAM C engineer to foresee every potential conflict, ambiguity, inaccuracy or oversight during the "paper" phase, opportunities do exist for the design to require additional effort in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete." �0 k* 40 k* K once construction has commenced. This, combined with the relatively low fee (relative to the cost of the structure) associated with providing the engineering services as 11� NUMBER OF KING -S' depicted herein, causes the engineer to be unable to accept "back -charges" for errors or omissions contained within the design(s) depicted herein. 15. All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. � - NUMBER OF JACK -S' - SIZE OF HEADER W 20. These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual -property ofthe engineer. 16. Concrete masonry units shall be ASTM C90-75, Hollow Lead -Bearing Concrete Masonry Units, Type 1, Grade N-1, normal weight, with a minimum compressive I I � NUMBER OF PLIES IN For cause, upon notice, the documents shall be returned to the engineer in their entirety. Reproductions of the documents, the design(s), ideas and/or elements contained strength of 2,000psi (fin = 1,500psi). AU EXTERIOR HEADERS herein are prohibited without the expressed written consent of the engineer. 1 21. These engineering documents have been prepared for the specific site or location identified herein, as relayed to the engineer by the client. The engineer has used 17. Mortar shall conform to ASTM C270 and be Type S. ALL INTERIOR HEADERS resources reasonably available to him, based upon the information relayed by the client, to determine the appropriate wind speed and exposure for the specific site or 18. Grout, when specified, shall conforin to ASTM C-476, with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery, wind speed maps and I V. published by the local controlling authority and/or the state DCA, and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the . wind speed, exposure and other design criteria shown herein to be correct and code -compliant prior to approving these documents and authorizing construction from them. 19. Pre -cast and/or pre -stressed lintels, manufactured by CastCrete, shall be provided over all openings in CMU walls, unless specified differently on the drawings. The engineer shall not be liable for any claims arising from inaccurate wind s eed and/or exposure designations based upon the site or location information providedto him p $ Lintels shall be of adequate size, strength and reinforcement for the given span and loading conditions. by the client (or others), or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. I "RSD" IN PLACE OF A QUANTITY OF � I � 1 I SPECIFIED HEADER OR BEAM IS RAIS I I 1 20. Provide horizontal joint reinforcing in CMU walls at 16"CIA; vertically conforming to ASTM A82 and ASTM A167 Type 304. ' � < ) INDICATES DIRECTIONAL ORII SPECIFICATIONS: STEEL I I WOOD FRAME WALLS I .- 1. Steel elements shall be detailed, fabricated and erected in accordance with AISC "Specification for the Design, Fabrication and Erection of Structural Steel I 1. Unless otherwise specifically indicated within these documents, vertical wall framing (studs) may only be interrupted (i.e. broken, pieced or "platform- , 6med") when Buildings," 9th edition. FRAMING CONNECTOR SCHEDU rl Q+- �+_. _+ --A +_ A;�+_ -I. A I;&-_11;_+ f;� +1-.-+A 11�62dchnvtlflnnfh� fully -braced by an havisectnig sheathed oor systvin. S, r 116VI a awkll� I ... V - � - 'J.. 6 ' used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing (studs) shall be coptinuous and , 2. Structural steel shall be ASTM A36, except as noted below: PLATE HEIGHT (NOMINAL) I uninterrupted between points of lateral support. �, , I 1 a) Pipe ASTM A53, Type E or S, grade B b) Tube ASTM A500 #3 SPF 2. All top- and shoe- or sole -plate material shall be #2 SYP lumber w/ maximum 19% moisture content. Shoe- or sole -plate material in contact with cond'Fete or masonry I : 3. All bolts, anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. I I shall be pressure preservative treated. " '. #2 SYP �Y"/I�NI I 1 3. All vertical wall framing (studs) - including "jacks" and "trimmers" - through 2x6 shall be #2, #3 or Stud Grade SPF lumber, as indicated on the plaii(s),and/ortable(s), 4. Hex nuts and couplers/couplings, used for bolts, anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM - w/ maximum 19% moisture content - except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing (studs) largerthan 2x6 shall be #2 A307, A36, SAE 1018 and Grade 2 bolts. 24-724" I I SYP lumber w/ maximum 19% moisture content unless otherwise noted or specified on the framing plans and/or details. �- " 5. Hex nuts and couplers/couplings used for high-strength bolts, anchor bolts and threaded rods - ASTM A449 or similar - shall be heavy hex ASTM A563 grade DH. 4. All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, �xcept walls that 24,,/24" 24"d,l` are specified as SYP and are also not designated as a shear -wall or portal frame wall may use SPF blocking. . I I r CORROSION & DECAY RESISTANCE: 10, 5. In some instances, these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickfiess ofthe wall as specified either in the stud table(s) or relevant notes. In such instances, any of the following three options may be used to resolve the conflicting thicknesses: a) The 1. All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil - i.e. deckibalcony thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall; b) The adjacent wall may be farred-oiato a thickness boards/lumber, joists, posts, etc. - shall be pressure preservative treated to a level rated for the specific application. Borate -based treated wood shall not be used as/for similar to that of the column so as to conceal the thickness of the column within the wall; or, c) The column and adjacent wall may remain different thickiiesses and the structural members exposed to weather or in direct contact wid the ground unless specifically rated by the manufacturer/treater and approved as adequate forthe column "wrapped" with a finish material (i.e. gypsum, etc.) and left semi -exposed into an interior space within the structure. Additionally, if none oftho three application. 24"/24" aforementioned options are considered to be practical, the engineer may be contacted and requested to provide additional analysis to determine ifan engirieered wood , (EWP) or structural steel column may be used within the allotted wall cavity. . �i , 2. All interior wood and wood -based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. � � , , 3. All fasteners (nails, screws, bolts, etc.) less than 1/7." in diameter and in contact with pressure preservative treated wood shall be either hot -dipped galvanized (HDG) or I FIELD FRAMING � , stainless steel (SS). All metal fasteners & connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility 24"/24" with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall require the 1. Limited elements or areas of the design(s) depicted within these engineering documents may include the label or reference "field frame" or similar. Attliese confined exclusive use of SS connectors and fasteners. The use of any aterial treated with the pressure ll require the exclusive use ofSS locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include connectors and fasteners. - 24,,T2"47� stairs and/or landings, plant shelves, widows walks, radiused floors and/or walls, decorative or volume ceiling treatments and similar, non -typical construction and/or accessories. As such, the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to create his or 4. Stainless steel (SS) and zinc-plated/galvanized (i.e. Z -MAX, HGD, etc.) connectors & fasteners shall not be combined. Use only S$ fasteners with SS connectors. her own design for elements or applications specified as "field framing" or similar. The design(s) and execution thereof shall be in conformance with all applicable laws, Use only zinc-plated/galvanized fasteners with zinc-plated/gah anized connectors. I rules, codes, etc. and shall be to the executed to the satisfaction of the Building Official. 1 5. Regular inspection and maintenance of wood, wood -based and : I: : . . I __+._-_A I metal products used in structural app -+. -C.-+ i lications and/or used in outdoor or other potentially corrosive � I I WIND 13o/c mn. Rf. Ht. < 301 FINISH FLEX. FLEXIBLE FINISHES (NOTSTUCCQI 2x4 2x6 2x8 2xI0 PLATE HEIGHT (NOMINAL) #2 SPF 1 #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP #2 SYP �Y"/I�NI 24'724" I , �� 24"/2411 �4'7241' 24"/24" 24"/24" 24-724" -1 9 �*'/24" 24"/24" 24"/24" 24,,/24" 24"d,l` 24"/24" 24"/24" 10, 12"/16" 12"/16" 24"/24" ' 24'I/24" 24"/24" 24"/24" - 24"/24" III 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 24"/24" 2A"/24" I 1 12' - 0"/8" 8-712" 24"/24" 24"/24" 24"/24" 24"/24" . 24-724" 14' N.P. N.P. 12"/16" 24"/24" 24"/24" - 24,,T2"47� 24"/24" 16' N.P. N.P. 12"/16" 16-716" 16"/24" 24"/24" 24"/24" 18.5- N.P. N.P. W/8" KATI 12"/12" 24"/24" 24"/24" 19.5' N,P. N.P. 8"/8" W/8" 8'712" 24"/24" 24"/24" 205 N.P. N.P. 6"1/8" 8"/8" 8"/8" 1 16"/24" 24"/24" 21.5' N.P. N.P. 676" � 678" - 8::/8" 1 16::/16" 24"/24" i 22.5' 1 N.P. I N.P. I N.P. I � �/6- 6 /8" 1 16 /16" 24"/24" , �4 P., 4 U 1� ,� � - .<� C) 9 W c) = r-114 �� I >.� U� 44 � .� �� :) C , W 44 �� W W �<, K, �' � , I . ,`� cn C/� C"n � � �4 , � �� P4 " MAX. ON -CENTER STUD SPACING (in INCHES) �_� ) 00 �� 4� `11 I 17 _E: I , END-ZONVINTERIOR ZON = �c '. 1� �> I , - A. I .� 3 -, , I � I � � , I � 1, , 4, ., , 11 I - � DUT - I , , , r- � I , EACH SIDE OF OPENING ii ', EACH SIDE OF OPENING 11 AL (#2 SYP U.N.O.) r, )ER Z-, , qLESS NOTED OTHERWISE I I � I I WIND 13o/c Mn. Rf. Ht. < 301 FINISH EFRIT. BRITTLE 2x4 FINISHES (STUCCO,etal) 2x6 2x8 2x10 PLATE HEIGHT - (NOMINAL) #2 SPF #2 SYP #3 SPF 42 SPF #2 SYP #2 SYP 1 #2 SYP 8' 16716" 16724" 24"/24" 24"/24" 24-724" 24"/24" 24"/24" 91 12"/16" IT716" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 10, 10"/12" 10"/12"- 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" . it, 6"/8" 8"/8" 20"/24" '724" 24"/24" 1 24"/24" 24"/24" 12' N.P. N.P. 18"/20" . 22"/26" 24"/24" 1 24"/24" 24"124" 1 14' N.P. N.P. - 8"/12" 12"/12" 12'716" 24"/24" 24'724" 16' N.P. N.P. 6"/8" 8'78" 8'712" - 16724" 24"/24" 18.5' . N.P. ' N -P. N.P. N.P. 6"/6" 12"/16" I 24"/24" - 19.5' N.P. N.P. N.P. N.P. 5"/6" 12"/12" 24"/24" 20.5' N.P. N.P. N.P. N.P. N.P. W/12" 16"/24" 1 215 N.P. I N.P. I N.P. N.P. N.P. TIM" 16716" 22.5' N.P. I N.P. I N.P. I NR I N.P, R-13" 16"/16" 130114%J1121V "1rMr`i_W1= � � I EXTERIOR STUDS SPACED AT GREATER THAN 16"o/c SHALL ' H2.5 r-.4 = , 0 H8 . �� or" ,'I- �: - U I . - I CA 1140 r_o 1 0._4 9 MSTA18 CHECKED EAW W �� ,-<� (= �:) �:) 3OVE THE > LINE - (46) 16d TOTAL U�,o r-4 �-� P4 F-4 U SPH4,-6,-8 SCALE N. T. S. -c� " 0 �:) I � _ MAY BE DOUBLED AND SPACED AT 12" OR 1611 ON -CENTER, W = �%o kn .9 �.4 L.T.I., P4 F ... 4 r1f) 130114%J1121V "1rMr`i_W1= � � I EXTERIOR STUDS SPACED AT GREATER THAN 16"o/c SHALL ' H2.5 I H5 � BE SHEATHED WITH MINIMUM L9" ("' NOMINAL) SHEATHING 32 8 H8 . MTS12 � WITH VERTICAL APPLICATIONS & STUCCO FINISHES. . I HTS20 DESIGN MEB I I . - I H16,46S, -16-2 DRAFT MEB � MAXIMUM ON -CENTER STUD SPACING IS 16" WHEN USING 7 " ' 16 MSTA18 CHECKED EAW ICATES 1111 3TUDS IN A HEADER OR BEAM CALL -OUT INDICATES THE THICK WALL SHEATHING. MST37 (42) 16d TOTAL 3OVE THE > LINE - (46) 16d TOTAL MST60 (56) 16d TOTAL CS16 (30) 8d or (26) 101d TOTAL SPH4,-6,-8 SCALE N. T. S. RON OF SPECIFIED FRAMING MEMBER � STUDS WITH MAXIMUM ON -CENTER SPACINGS OF 6" OR 8" LTP4 (12) 8d x 1-1/2" TOTAL ' g I � _ MAY BE DOUBLED AND SPACED AT 12" OR 1611 ON -CENTER, NMTA20 DATE 9.26.2017 : , RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED LGT2-NIASONRY � JOB NO. 17-127 1 1 TOGETHER PER THE MULTI -PLY POST CONNECTION TABLE. HTSM16 I H16, -16S, -16-2 � FGTR . T. NA / SONRt FRAMING-TO-FOUNDATION/MAS I ONNECTOR SCHEDULE 12" 1- � P "4i � CLIP, TIE or STRAP - FASTENERS or NAILS H2.5 (5) 8d PER END H5 (4) 8d PER END H8 (5) 10d x I -VT' PER END MTS12 (14) 10d or 10d x 1-1/2" TOTAL HTS20 - (20) 10d or (24) 10d x 1-1/2" TOTAL LGT2 (16) 16d SINKERS TO TRUSS, (14) 16d SINKERS TO > & POST ' H16,46S, -16-2 (2) 10d x 1-1/2" TO TRUSS, (10) TO >/POST _ MSTA12 (10) 10d TOTAL MSTA18 (14) 10d TOTAL _ _ _ _ _ _ _____ _ MSTA24 (18) 10d TOTAL MST37 (42) 16d TOTAL MST48 - (46) 16d TOTAL MST60 (56) 16d TOTAL CS16 (30) 8d or (26) 101d TOTAL SPH4,-6,-8 - (12) 10d. 1-1/2" EPARD22 [(23) 16d LTP4 (12) 8d x 1-1/2" TOTAL ' g A35 (12) 8d x 1-1/2" TOTAL NMTA20 (12) 10d . I- 1/2" BETA20 (12) 10d x 1-1/2" LGT2-NIASONRY - (16) 161 SINKERS TO TRUSS, (7) IN'- x 2-1/4" TITEN SCREWS TO WALL MTST,416 (7) 10d or 10d x 1-1/2" TO TRUSS, 1 (4) 1/0- x 2-1/4" TITEN SCREWS TO WALL HTSM16 (8) 10d or 10d x 1-1/2" TO TRUSS, (4) 1/4"- x 2-1AI'TITEN SCREWS TO WALL H16, -16S, -16-2 (2) 10d x 1-1/2" TO TRUSS, (6) IN'- x 2-1/4" TITEN SCREWS TO WALL FGTR (18) 1/4"- . 3" SDS TO TRUSS, (2) 1/2"- 5" TITEN HD's TO WALL 114" h I " 1_TOFRAMING, -1/4" TITEN TO MASONRY 1, � env ronments or app cat ons s essent a r c , ong-EVI In a a ul.Y F�- -111f1vv- I . . - I � � I I _� I . I NAILS / SCREWS TO FRAMINGMEMBERS HARDWARE/ CONNECTOR ASIMJU7 A _H"8 . (S , E A IR DLI MT . . . . . . ' '& 'RXr1A1VNO FOUNDATIONS � ' 70N ' MIN EMBED MIN EDCE EXTISTRM-FALL FOUNDATIONS CMU WALL TIN-BRAM / LINTEL MIN EMBED MIN / MAX EDGRMTN EMBED I EDCE DIST (12)16d ABU -44,-66 5/8"" 7MIA1111- _ , I 5-12 ... "" MT 3" 12" 1-3/4" / 6" N/A UJ (10) 16d /EACH LT720B & DTT2 1/2" (EA) " 4- /4: I ,_,` _ , 2- �'2 ,� MIN 5-1/2" 4" W 2-1/2' SPCG 2" �/ 4" SP`C'G 12" 1-3/4" / &I 121, C L. w/ MIN 3'; SPACING (22) 10d SINGLE MGT 5/8" ,", , , 5�1/2`, 5_11r Y 12" 1-3/4" / 6" 12" C.L. 2x (22) 10d DOUBLE MGT (2) 5181-,� ,11 5�1/2"v 91112" 3" 12" 3-1/2" / 4" 121; - C.L. (18) 16d SINGLE HTTI 6/4 5/8" �"'_� 5-12" 7-1/2' 2' 1 12" 1 1-3/4" / 6" 12" C.L. 2.(18)16d DOUBLEHTI`16/4 (2)TW7- 5-i/2 ... 7-1/2" 4" L' --T3-1/2" - /4" 121, C.L. . 2x(18)16d TANDEM =1 6/4 �_ (1) 5/8't,�, 11 5-1/2" 9- 112' 5 - ,,�� ,-, " / 6" /4 NIA (32)16dSinkas SINGLE HTT22/5 5/8" :_� I 5-1/2" 9 -in* r IF 1-314"/ 6" i NIA 2x (32) 16d Sinken DOUBLE HTT22/5 (2) 5/0"I" I 5�1/2" 9-ur - 5- SEE PLAN N/A - (20)%"-x2-It2"SDS SINGLE HDU8 7/8' ` r 91 3- 13-1/2" 1 3-1/2" / 4" 13-1/2" ::1 __CL 2.(20)Y4"-x2-1/2'sDs DOUBLE HDU8 (2) Ve 8, 13-1/7" 3' 13-1/2" 3-1/2"/4I' I 13-1/2" - 1 C.L. (30)Y4"2-1/2`SDS SINGLE HDUI I 11. 9' 15" 1 1-3/4" SEEPLAN - N/A 2x(30)Y4"-x2-IJ2"SDS _ DOUBLE 14DUI 1 � - (2),I- 1 Y. 151 4" SEE PLAN N/A (36) Y4"- x 2Y�- SDS SINGLEHDUI4 � 11. Ir 15, 3' SEE PLAN I N/A - 2x (36) Y4"- x 2Y2" SOS DOUBLEHDU14 (2)1- 151. 15" 4" SEEPLAN N/A (16) 10d 141312, HGT3 :::T(2)34- . T I 1-117" 3- SEE PLAN 1 11-1/21, C.L. I 1 (16) 10d , HGT4 1 91 3' SEE PLAN 1 11-1/2" 1 C.L. %n NrK K" � " 1,; i k, cck�_� I 4d ;, 'k 11 I 1-i I N� ''O." . , W � � j elt. O", �-, , 11 . _ - es 0, gfpneer : -F ic 16215 * : I :., :: : - , SWO % I . 7i , , I ^1§14 -AT % % 11 .4 IF 1 68@ It 1% 0 1 . . , 0"Hrpr >_ esCL t_"l 'TRAMING" md"FRAMING-TO-FOUNDATION" C01I I ikC7OR SCHEDLIE � - GUARDRAILS, 14ANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF 0 TS BE COMPRISED OF EITHER A PROPRIETRAY C.) L. I 0 f 11� � 1) USE SIMPSON AT ACRYLIC -HE TWO-PART EPDXY FOR ATRR-T�040 ONNECTIONS U-N.O. ,BAUSTERS �E )SHALL P, O,1C MSTE� HA R MTE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) _.Li 2) ALL DIMENSIONS (ROD DIAMETER, EMBEDMENT, EDGEL ETC.) ARE DISTANCES U.N.0- 0 E BE DESIGNED BY A FLORIDA -LICENSED PROFESSIONAL UJ , 1 3) "DOUBLE" HOLD-DOWNS REQUIRE MINIMUM'r SPACING BEMEN ANCHORS U -N-0. ERT 4) EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE FATE FACE OF THE FOUNDATION, CURB OR D CT E C) CMU WALL TO THE � OF THE AIR ANCHOR DESIGN CRITERIA SHA0n?V6#D OR ATUNMYWEA -bV �� I 5) MIN. EDGE DISTANCE DOES NOT APPLY AT 11 LOCAP NnW I MEASURED FROM THE LOWER SLAB ELEVATION =E ONLY IF THE NUN. EMBEDMENT IS TO CONSTRUCTION III ... oft L.I.IL..,. 6) ALL PARTS / MATERIALS TO BE INSTALLED I � ( WITH CC AC N A DIRECTIONS I ACTURER'S INSTRUCTIONS & SEE PERMITS FOR ADDITIONAL LL_ 1 M I 7) ALL NAILS SPECIFIED ARE"COMMON" SIZES UN 0 REQUIREMENTS AND CONDITIONS 8) MINIMUM ROD SIZEIGRADE, EMBEDMENT& EDGE DISTAW.E SHO , PLAN SUPERSEDES MINIMUMS SHOWN 0 - � ON THIS CHART � 9) MINIMUM EDGE DISTANCES OF 4" OR MORE REQUIRE MLNII�'MIUNM 6" FRAMING REVIEWED By 1, 0/7 10) MINIMUM 8" SPACING BETWEEN META- o� HFTA- kNCH OIRS U -N 0. -'_11!A_... 0ATE'.J./_ I 1) MINIMUM 1-112- EDGE DISTANCE FOR TITEN SCREWS --.I-II____-_..____-__-_ . /f - . *0 O III •� I O Q 1 6'-6" =6- - ■ 1 1 O 1 6'-6" =6- - ■ 1 O 1 f nt MEB2.24.2015 O PORCH PADS TO BE: ` ST2 ST2 PORCH PADS TO BE: O 4 LOCATED AT N 20"x20"x16" W/ 244'S 77- 0- -r* ATTvTAX SLX"n/n Z nnn-Z A QT 14 i1 .1 ♦unnc ATTRAY lo 6'-6" =6- - ■ 1 O 1 f nt MEB2.24.2015 2 PORCH PADS TO BE: ` ST2 ST2 PORCH PADS TO BE: co 4 LOCATED AT 20"x20"x16" W/ 244'S 20"x20"x16" W/ 244'S AR.:ate C -p-_ " Designers ROO_ F O BOTH WAYS BOTH WAYS O r� N H � � A 10'-0" 6'-6" 6'-6" f0'-0" NH z r-- --_---- ___ �► rJ -------7 -- �� o FASTENED TO 7 I 8 f I°: I 8 f0 I �d a 1 a I ST2 ST2 I; I ST2 ST2 rr 7 ------- --J r I` 1 I L -----------, w VT-2) OSB 3"/12" 8 �W`/ 00 V1 DESICN MEB DRAFT MEB CHECKED EAW ST2 DATE 9.26.2017 JOB NO. 17-127 �12" I 8/1O 8/10 1 1 1 8/10 1 i2„ �ea4'A ST2 ST2( 1 I ST2 9'-0" T16 N I EACH END & Z"E.ST:UM�I S @ 24" OIC. c 16 -4 i --_-_- 9•_Of, 1- I I I I I I_------- ----I 7 I I 1 I I I 7 I ST2 I I I I ST2 ----- - - - - - - - -- 7 ST2 I 1 7 I „ I ST2 I 1 4 7 ST2 1 CO ST2 rF -11 r + - + -1 rt- I I: I i -I ST2 - - - - - - - - - - - r - 30"x30"x16" W/ L J_ 11 L - - - - - - - - - ----- - 0"x16" W/ 30"x30"x16" W/ � - x3 - - - - - - - - I 1 I 3-#4'S BOTH I I 140 13-#4'S IN THE 3-#4'S BOTH WAYS SHORT= WAYS 1 I 20" WIDE x 12" DEE 1 ( ( DIRECTION & I I 1 j 8/10 8/10 TEGRATED CONCRETE FOOTING i i i 444'S IN THE ro 8/10 8/10 1 ST2 ST2 ST2 1 W/ 3 #4 CONT I SIMILA TO DETAIL i I LONG i DIRECTION 1 J ST2 ST2 j 12/ST2, EXCEPT AS 1 I j 1 00 1 I NOTED HEREIN- ! I I I 0 ST2 N I I r� I I I r� 11 N, -0" 2'-2" 13'-10" 4'-0" 12'-6" 1 1 12'-6" 4'-0" 13'-10" 2'-2" 4'-0" 4" CONC. SLAB q q I ! o REINFORCED W/ EITHER r 6x610/10WWM OR FIBER I I I I I I ( 16 r l� 1 I MESH ON 6 MIL VAPOR I BARRIER OVER CLEAN, I I I I I I I I I 1 - 1 0 4 1 I 1 1 ( I I 1 SLAB ( 4r' CONC.EW/EITHER 1 COMPACTED FILL. SEE I I I I I I I I ( I REINFORCED I --- ARCHITECTURAL = - -- ---- 16 6x610/10 WWM OR FIBERN I 1 L AND 2 Q O 2 MESH ON 6 MIL VAPOR �DRAWINGS II �' FOR I I V "' A S2 I I II I BARRIER OVER CLEAN,SPECIFICATIONS I 1 I 1 ! I INSECT AND DECAYI RESISTANCE T1616 4° CONC. SLAB I I 4" CONC. SLAB i� I I I COMPACTED FILL. SEE I�- - I r - J CONSTRUCTION I PRACTICES. PROCESSES I I I ! I I REINFORCED W/ E 6x6 10/10 WWM ORF MESH ON 6 MIL V R I ER 1= R I I I REINFORCED W/ EITHER 6x6 10/10 WWM OR FIBER 1 [ I I I I ( I I I DRAARCWITECTURAL INGS AND I SPECIFICATIONS FOR - - - L 1 I 12 AND TREATMENTS TO 1 1 BARRIER OVER CLE • --' L---------- -- MESH ON 6 MIL VAPOR I I ( I INSECT AND DECAY j2 ST2 b MEET APPLICABLE CODE I I I I "BRACKET" ENGINEERING ( I BARRIER OVER CLEAN I I I I RESISTANCE I I io REQUIREMENTS' I I J COMPACTED FILL. ARCHITEC EE I I I COMPACTED FILL. SEE L I ! I CONSTRUCTION I, 1 1 I I I DRAWINGS AND I i I ARCHITECTURAL I( I PRACTICES. PROCESSES O 1 I I I I SPECIFICATIONS FOR I 1 I1 DRAWINGS AND I SPECIFICATIONS FOR I I AND TREATMENTS TO 1- MEET AP LICABLE CODE I P 1 I I 1 I L_ � " " 20 WIDE x 12 DEEP I ! I INSECT AND DEC RESISTANCE ( I INSECT AND DECAY I I REQUIREMENTS. IN L J I INTEGRATED CONCRETE I I I CONSTRUCTION 1 1 RESISTANCE FOOTING W/ (3) #4 CONT: SIMILAR TO DETAIL PRACTICES.. PROCES ES I I CONSTRUCTION I I 1 8/10 12/ST2, EXCEPT AS 11 AND°TREATMENTS MEET APPLICABLE C O I DE i I PRACTICES. PROCESSES iv I AND TREATMENTS TO I 8 10 ( / i ,$'T2 i `� NOTED HEREIN. I I i I �' REQUIREMENTS. I I MEET APPLICABLE CODE -- I I ST2 1 1 16 (2)2x8-1/go 2 REQUIREMENTS. Q I ; a - — 1 00 III - -- ---- i 20' 1 " P�I WIDE x 2 DEE U i ST2 I I 8/f0 I I I INTEG L TED CONCRETE I> I I ST2 8 1' FOO SPAN G Wl 3 #4 CONT. ( ) I 1ILAI2 TO DETAIL C — J aCi iI i I - /ST2, EXCEPT AS NOTED HEREIN. --- -- ---J 1 7 7 I �---- -- -- ----- -J' LI I PORCIPADSTOBE: I 7 7 PORCH PADS TO BE. � �.. �_ rr 20 x20 rr " x 16 W/ 244'S 20"x20"x16" W/ 2-#4'S , ,..: L - - - - - - - - - I - - - - - - J i STz BOTH I WAYS ST2 BOTH WAYS d r -� r1 ❑1---- ----1 ❑ 1------ ---1❑ I 7 ST2 : 7 20"x20"x16" W/ 2-#4'S BOTH z O I 7 I - r PADS TO BE: 7 20"x20"x16"W/ 131--- ---- --J ; -I r 1------ ---- - I ST2 I ST2 2- I #4'S BOTH ST2 „ 10-0 10-D L WAYS ---- - I L WAYS ,> 10-0 �� 104-0*# ------------ r _1 r - -i r --- -- --- ❑ --- -� ❑ I----- --I I---- ---a --- --� ❑ ❑ ❑ ❑ o� 0„ 1'-0'; ' O ,^ L____ -- ,BIONT. 8,- 3- 1" EXPA)W _ R R UNIT A (1) MSTA24 @ EA. #2 SPF "TRADITIONAL HARDWARE" 2X6 STUD TO HDR PER DETAIL C/STI, TOP PL: CONTINUOUS HDR PER PLAN. o 0 y f --------WINDOW WINDOW OPENING OPENING 1 P EA. #2 SPF 2X S 6 6 O MIN. 3PLY #2 STUD TO SILL PL. AS SPF 2X6 STUDS SHOWN ! ! FACE VIEW L(1) 1!2"DIA, A.T.R. W/� I 3"X3" W9HR & NUT @ EA, SIDE OF COLUMN, AS SHOWN. s1 WINDOW -HEADER DETAIL; I MIN. (5) PLY PACK (2)a"DIA: SCREWS WAN 10 C 4"DIA.x8"L. SDS (COUNTERSUNK (2) a"DIA.) UNIT B UNIT C FOUNDATION PLAN 1 s1 3/16 1'-0" j UnT-,Q AT A4AY P O� ENGINEER'S SERVICE FOR THE EXCLUSIVE U5E AT THE - PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER ■ 1 O REV _ nt MEB2.24.2015 2 " d 3 co 4 LOCATED AT The CASTILLO Group AR.:ate C -p-_ " Designers ROO_ F O 1904) 772-6ioo _ FL CoA No. 3ai37 O r� N H � � A CEILING NH z T16 FASTENED TO I� U �d a 1 O aQ � W TRUSS TO] W/ �p w OSB 3"/12" 8 �W`/ 00 j UnT-,Q AT A4AY P O� ENGINEER'S SERVICE FOR THE EXCLUSIVE U5E AT THE - PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER ■ 1 PROJECT ENGINEER IDENTIFIED BELOW REV 1PLY #2 SYP 2x8 nt MEB2.24.2015 2 LEDGER 3 - 4 LOCATED AT The CASTILLO Group AR.:ate C -p-_ " Designers ROO_ F 655o Roosevelt Blvd. Jacksonville, FL 32244 r• " 1904) 772-6ioo _ FL CoA No. 3ai37 RAFTER(S� CEILING �O) V JOIST(S) T16 FASTENED TO I� U EA. VERT:' WEB 1 O MEMBER IN W TRUSS TO] W/ �p (3).131"x3" j UnT-,Q AT A4AY P O� ENGINEER'S SERVICE FOR THE EXCLUSIVE U5E AT THE - PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION. OF THE PROJECT ENGINEER IDENTIFIED BELOW REV DESCRIPTION 1 MEB2.24.2015 2 - 3 - 4 - The CASTILLO Group AR.:ate C -p-_ " Designers Engineers 655o Roosevelt Blvd. Jacksonville, FL 32244 r• " 1904) 772-6ioo _ FL CoA No. 3ai37 rT4 �O) V T16 �l I� U i� W oo OSB 3"/12" 8 �W`/ 00 V1 DESICN MEB DRAFT MEB CHECKED EAW SCALE N. T. S. DATE 9.26.2017 JOB NO. 17-127 SQ. FT. i � eI nr older;" sio I I inee"r- - Lic 1 215.-* " TA T>3FI' #JSSE"MBLY. �ea4'A 'k 2 of 4 T16 N EACH END & Z"E.ST:UM�I S @ 24" OIC. c 16 ------------- ---- --- --- - ----- ------------ 169 T16 T16 �T16 -- ---- r-- --- 16 ti o 0 o c II q q I ! o r T16 ii 16 T16 --- - - - -- ---- 16 Q O L r Q c D A Q T1616 , *ATTENTION* *ATTENTION* REFER TO DETAIL B/S1 FOR * L ---- • --' L---------- -- • --------- -- - ----- * REFER TO DETAIL B/S 1 FOR "BRACKET" ENGINEERING _ _ _ - _ "BRACKET" ENGINEERING T16 ----- 16 AT REAR PORCH FRAMING. O AT REAR PORCH FRAMING. — T16 2) MTS 12's @I M1-TO-3ply #2 - — (2) MTS12's MI-TO-3ply @ .!, PY 16 U PF 2x4POS N/ (1) HYBRID SPF 2x4 POST , (1) IT_YB_R_ q q 2 2X8-1/2 jT1s -- 16 (2)2x8-1/go 2 q ; a - — n w- --- — - -- ---- U I , :qU II II aCi iI i A --- -- ---J - - _ - - P - - - --- - --- ---- o - - - - _- o -- --Z__ -- ---- ---- - - - -- �_ I w _ w d ci z O � �, ----n-- — -----------rte ---- - --W- � ------------ �5 r --- -- --- } o� --------- ' F02(6) --- O ,^ L____ -- _ O Ir 0 3 w q. - --- F_.1LJ I - 3 ------ !I P -- -- q Ii I O I L___ -F1-2 U E -J o --- -- -- r U3 r, -- Q -. oo 44 Z U 00 - --- -- oo - --- _�. w oo m --FO> -- -- - - ---- - - - - VU43- N F --O °c N A un ,o A a ------ - O F - - - - A -- q _ --— --- - - q-- - ---- �1 a O O � I F05(3)Z v N F 15 (3) H rn - w -- --- --- - - ---- ----- O rn LL -- - -_-__- O O - N �7 _ _ 1 - d (1) MSTA12 @ �ACH O pawO oo � E06 (T) - I JACK T F. 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I A FLOOR STRUCTURAL PLAN WEB MEMBER IN TRUSS TO 2 .x3" NAILS 2„ XPAX$I0N MT W/ (3)131" s1 3/16" = 1'-0" Y; I I le *RODS AT MAX. 5' 8"o/c. je CONVENTIONAL STRAPPING PER DETAIL A/STl - a,i22x 1/2 --- 2x6- ON -1/3 I: I �I 22-COITT.-1/i LWIT D B REAR PORCH FRAMING DETAIL S7 0 T A II E r iii oo z� I PLY #2 SYP 2x8 LEDGER LOCATED AT ROOF RAFTER(S) & CEILING JOIST(S) FASTENED TO EA. VERT. WEB MEMBER IN TRUSS T01 W/ (3).131"x3" NAILS *RODS AT MAX. 5'-8"o/c. r I W x w a �w V1 O r� d vz Aq yC4, T �W 0 03 qO q c�: A x 1PLY #2 SYP 2x8 LEDGER LOCATED AT ROOF RAFTER(S) & CEILING JOIST S FASTENED TO EA. VERT. WEB MEMBER IN TRUSS T01 W/ (3).131"x3 NAILS I II ! It ii n o it " I00 D ' Ll! N it ! � II lu ! .4ply 2 #2 S T08_ JA Sw! � !i II - )5 OI u - MIN.ly 2x4' 2 SP T08- - 2it \:I JAC TO H MER - i MST,, ON CH 16- ( I C I I I C o JACK: O HE ER I o EA H POS ASE i% AND' 1 CS 16 \� TO TUD B OW IEACfl ST B. SE �! h _ -- i 1ST LOO VEL IL TO Si]D BEL W IN ( II JST F OR LE VEL. : , j it II) ,Iit ij I; �I Efir----��-- I f I �',�. I� - -- ---- -� ---- - III - __ _ ___-, ___ -____ _ d �1 ti ti ti ! ti ! I ti 1 ti �I/ o I: ----- \ o 00 --- o - q I! I IIS r; ! (! - — I it — I ' --- ---- _ --- -- --- �- T �. ,. :III I I L' Cq I I II - - s-_ O a� ti -N o%. � I ! / �o d. 6 WALL ANCHORAGE LEGEND •5/8" DIAMETER THREADED ROD ASSEMBLY w/ 7-1/2" - EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 3"0"xXV ROUND HOLE WASHER ATOP UPPER -MOST TOP PL: ASSEMBLY. rr e z DIAMETER FULL-LENGTH THREADED ROD ANCHOR 1 w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION AND 3NY'x10ga: SLOTTED WASHER (+ FENDER WASHER) ATOP UPPER -MOST TOP PL. ASSEMBLY. 8" TO g' DIAMETER HYBRID THREADED ROD ASSEMBLY. _ 12" DIAMETER ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION, w/ i to g REDUCING COUPLING TO 8' DIAMETER FULL -HEIGHT THREADED ROD w/ 2"x2"x 8" WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. • 8' DIAMETER THREADED ROD ASSEMBLY w/ 4" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 2"x2Ng"' WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. ! I I I N a H � d d w O I - (< O H I ! I r� Ow Ow wOa , OU . U /� it I: I I I I I w r ai w M N. 4 1 2x4 #2 PF JA K !I P I I I � ': "4. � !' IN. 4 ly 2x4 1 2SPF 3 kCKS __ 1 Al2 E ' I M T N A H IS ��. W/ 1 TAl O r I I I , I: .. � S ON CH ., MTS 2 s OR 2 MTS 12 s OR ' ( I I i 2 i I I ( C:) :I 1 II J K TO HEAD] RAN 1 \�� i' ( P ACK O HE ERA 1 STA24 (QTR SS -M A24s TRUSS !i I i i/ , @ ! - a STAT @ EA HPO Ii MST 12 @ ACH ST Tl -TO-3 #2 2x4 1 #2 P x4 S T12- 0.3 S F 2 P P Y' BASE TO HE EER IUJUD "; BA;E TO ADE R n EL / " P ST w/ 1) H D PO T w/ (I) HYBRID Ow III BEL W. I :: I I ED R D I WADED ROD III ! I c o II !; II - I ! I, i ! I; ii:l i I ASS LY II II, ' ASSEMBLY. II I. %! ; ' I C_ -- 2 - 11 1 ))-- i 312 I I 2x6- ON -1/3 " IIQ 2x6 CON .113 1 -- -- - --- T11 ! T14G I �T10 - --- --- I T.-1/3 _ __ UNIT A 2 2x6-CON T13GUNIT LTCONVENTIONALLY��IT B J STRAP ALL SECOND *RODS AT MAX. 3'-10"o/c. FLOOR ROOF BEARING WALLS TO BEAMS i 3 2nd FLOOR STRUCTU L PLAN HEADERS BELOW PER OFFICE C PY DETAIL A/ST1. S1 3/16" — 1'-0" a THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE U5E AT THE - PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION. OF THE PROJECT ENGINEER IDENTIFIED BELOW REV DESCRIPTION 1 MEB2.24.2015 2 - 3 - 4 - The CASTILLO Group AR.:ate C -p-_ " Designers Engineers 655o Roosevelt Blvd. Jacksonville, FL 32244 r• " 1904) 772-6ioo _ FL CoA No. 3ai37 rT4 �O) V �l I� U i� W O V1 DESICN MEB DRAFT MEB CHECKED EAW SCALE N. T. S. DATE 9.26.2017 JOB NO. 17-127 SQ. FT. i a a f f a 3y� } 1i '' Cil eI nr older;" sio I I inee"r- - Lic 1 215.-* ILi 'C 4 l�- 9 �ea4'A SHEET 2 of 4 - V , I �1 �� ,� I � I , 1�' � - - I , 1 7/16- THICK (MIN.) (24�16 i I F1, THIS DOCUMENT, ��_CoR`G wi -TH . I I SHEATHING IHJ�� I HEADER, ADJACENT TO ------ - i - _____ 1i ASSOCIATED DOCUMENTS, IS AN I SPAN INDEX) APA- OR TOP > - PER CALL I I \1 I --Jl � I, - i-'R�TeD M -M BE USED I.L.O. 15/32" EXPOS )RE � I I TECO -RATED U. SHEATHING CTORS AT INSTRUMENT OF ENGINEER'S ' 0 PLAN. ___� NER POST \ I R I * MI OUT ON STRUCTURAL �' TOP >-TO-COR \ 1 9 1 1 1 (3) ROWS OF wl (1) ROW OF Bd NAILS � \ I I I SE VICE FOR THE EXCLUSIVE USE - i *-r_ . (1) ROW OF 10d NAILS 0 8' 3 -o/c AT TOP OF SHTN' (IN TO I\ . __---� ,/ ASSEMBLY AND 0 TOP I , I I �' AT THE PROJECT TITLED HEREIN. I illt: . 11 10d NAILS ,-r- . . . O.C., STAGGERED � TOP >) AND AT BOTTOM >-TO-HEADER 0 MAX 32*o/c. i I I � I 11 I A, 0 4" D.C. AS SHOWN, EA I SHTN'G (IN TO HDR.). P . I ,- (1) ROW OF . ADDITIONAL >-TO-HEADI _T � .1 ; �'11 li . It L STAGGERED, . . PLY. ; ; I I *�� DOCUMENT, AND/CiR ASSOCIATED �� 10d NAILS 0 1 1/4- OFF I CONNECTORS REQ`D w/ LISS .... 1. GARAGE. :� ,4F 0 TSIDE CORNER OF * V I i IN I ) (I To "�V4 M OF 0 �D / U � 6" O.C. < I 5 1 UPLIFTS ,1,ODO#. FOR H HER ; � . I I �' DOCUMENTS, MAY NOT BE USED 10 G E I S I I OF 24. * * URt + + - ----- � � � I I - � L. , SED � I / . �,e , , i I STAGGERED. . UPLIFTS USE CONINECTIO AS I � .11,31.3- TOE- OR END -NAILS I I (1) DIAG. BRAC I S * � � I � E OVER MIN. (4) FOR OTHER WORK S OR WITHIN 31e 2 1 . I : OD I SPECIFIED ON STRUCTUR -_ I F_ 0 KING -STUD TO HEADER, � I � TRUSSES APPLIED TO BACK SIDE OF I ! � �1' . OF CIENTERUNE . . PLAN. TRUSS TO > 'S TO ** IF THE INDICATED EMBEDDED 2xIO HDRS. USE (9) NAILS, I I � WEB. CONNECT TO �M lmu� wro I i � PROJECT(S) WITHOUT THE OF 2x4 . BE ATTACHED E TRAP(S) ARE NOT PROPERLY 202 & ENG. WOOD HORS. APPLIED TO FRONT SIDE W/ (2) NAILS INSTALL DIAG. BRACES i I'll EXPRESS WRITTEN PERMISSION OF - / S ( - U - : - 0 EACH END 'OF CONT. LATERAL - - ,,",)�/ I . 0 . :11* WSARE. NER )F- �� CAST-IN-PLACE� THEY MAY BE ____ SE (12) NAILS. OF WEB / / I THE PROJECT ENGINEER IDENTIFIED � GARAGE REPLACED BY THE FOLLOWING: . BRACE LINES & 0 MAX. 20' . (1) HTT22 - (1) MSTA-SERIES STRAP 0 I �` BELOW. EAQJ JACK -STUD TO INTERVALS BETWEEN ENDS. i A 13lx3* TOE- OR END -NAI I � - i * - r � - HEADER. 200 HORS. USE I I , I � J_ J_ I: - I , I I I 0 KING -STUD TO HEA )ER. 18" STRAPS, 2xl2 & ENG. - - .- i � 1 2xlO HORS. USE (9) NAILS, L4L 31 -e .- . I ----I, 9 REV DESCRIPTION 1 1/2" 1 1/2' 211 51r - I " f__ i a I BLOCK ALL PANEL EDGES 8d RING SHANK PER R803.2.3.1 OF '10 FBC-R: MIN. 0.113" 1 2xl2 & ENG. OD MRS. I 11.N . 't ZMIN. WALL SHEATHING & ;F WALL SHEATHING. NOMINAL SHANK die., RING die. 0.012" OVER SHANK die., 16-20 I 11132 9111F OR SVP &dj I A2 WF 01 09 24 1 LAIM 01 S -M -A-11 I USE (12) NAILS. .- - - . WW&DDED STRAPS MUST � '\ i : 1� I i 1 - AIUNG MAY BE OVERRIDDEN CONTINUOL I AL I \� I I i� RINGS PER INCH, 0.280*63. FULL ROUND HEAD, MIN. 2" LENGTH. - _... _. /16- THICK (MIN.) (24/16 SPAf+----" BE INSTALLED w/ ADDITIONAL IF LAI RAL BRAM MUST BE MADE OF V _T Os - INDEX) APA- OR TECO -RATED - BRACE QUj EARWALL i *TYPICAL CONNECTIONS 0 STUD SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PUES. FA� N WALL/ - PC. OF #4 REBAR PER IS BY REQUIRED SH I WOOD*Tie �NTTTY AND _f NAILING (SEE F/STI). ROOF SHEATHING PER SEE P/ST1 FOR BOTTOM CHORD COLUMNS, JACK -TO -KING STUD 0 P TW PER DETAIL BI AT __> SIMPSON INSTRUCTIONS. - LOCATION D NED BY ', -MORE THAN ONE PIECE, DO SO BY - TABLE, W/ PLY CUPS BRACING REQUIREMENTS. LI ST. ETC. SHEATHING -TO -POST W/ MIN 8d's 0 12' O/C OR GYPSUM -1 EACH END OF WALL WALL SHEATHING w/ 3 -/12 -o/c .. TRUSS ENGINEER. � OVERLAPPING AT LEAST 2 TRUSSES 2 � MIN 5d's 0 42- O/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH SEGMENT, WITHIN 2" DF Eld NAILING, EXCEPT MEN NOTED. I C 1 (4) .13lx3" TOE -NAILS 0 EA. TRUSS/ *SPECIFIED NAILING REQUIRED FOR I BLOCK ALL UNSUPPORTED PANEL . USE RJ VERSION OF RAFTER -TO-TOP PL IN ADDITION TO ON TO 2 Pi Y`S_ OUTER P! Y TO SHEATHING AS " ,PF7r.IF1Fn JACK -/KING -STUD , _. - TRUSS MEMBER W/(2) 3 - *** 04. T1913r ENGINEERED TRUSSES OR i ASSEMBLY & CORNEF POST EDGES wl 2x BLOCKING. 2: STHDI4 AT CURB WALL �� (40/70) *TH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE : � NAILS I 'AILS CONVENTIONAL (SOLID -SAWN) � ASSEMBLY. ROD 0 CORNER (1) STHD14/-RJ CONNECTOR 0 :,I---- (DTL 2/ST2) I \1 . TABL , W/ PLY CLI 0 EA USS/ P TR PL IN AD6, - 'ON To E S I I S" ENGN' EC "ED N C EDULE CONVE ROOFING. UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & FRAMING. SEE PLAN. LAYOUT OR MAY BE INSTALLED T . LOCATIONS. EITHER � ,// : � �, .0, ". I MAY BE USED AT , �� NOTED OTHERWISE. RAFTER BEARING POINTS. __ SSOC � JACK -/KING -STUD ASSEMBLY- \ I � 4 1 - S R A Y ) OU WN)BRAC'NG I LA I , REQUIREMENTS. I ' I EF1 > ST T OR Rt t �� Gi & TO-FOUNDATI SSOCIATED DELEGATED I I I 0 n ENGINEERING FOR TYPE, SIZE & � @) MULTIPLE PLY POST CONNECTIONS POST ASSEMBLY. . . I __-Itill POSTASSEMBLY-TO- 7 NON -CURB WALL (DI � \\ � � TRUSS -TO -PL. CON 0 I - � ORIEN!TATION OF MEMBERS. � l/ST2) LOCATIONS. PU PT (,) # S, - *STE I NOT TO SCALE f TT FOUNDATION. (MAY BE USED � I I The EXCEP, AS NOTED ON STRUCTURAL V PLAN(S), X( 2 ' N ES 11. WOOD*TIe RODS) - i� (2) 2X(_ ) #2 SYP TOP PL.. FASTEN PLIES - L___ ____ I , T / ( ILS 0 _____ W - NA -_ I----- 0 "ALL" ROOF TRUSSES TO HAVE - I/ \__L , � _____J __L+ � - _ TOGETHER w/ (2) ROWS .13lx3* NAti-S OZi ___ - L L 13E + � I ___ - ___ 'CREW 1 . / ST � _ L P I LENGTH OF CS16 STRAPPING w/ MIN. (10) 10d _ DOOR(S) SHA oT,2.5', 1 DR I (1) SDOIC SCREW � ,�,_ . 'P� / 'T ATTACHED L , + CASTILLO 12"o/c, STAGGERED, w/ MIN. 24 LAP / I INTO EACH PLY OF SILL & HEAD(ER), EXTEND . 110 _ I _. _ L P APPROPRIATE FRAMING I I MIN. (12) .13lx3" NAILS IN EA. LAP. HORIZONTALLY ACROSS STUD ASSEMBLY & Mul L 101 �, 'L. To STU S � MEMBERS IN I -MAPS I.L.O. STHD's FOR TRUSSES 0 24- O/C MAX L_ 4'�. 3 - SPH4-6-8 0 MAX 32"o/c, 0 P ) L .. TO -STUDS BLOCKING, CONTINUOUS TO CORNER. FILLING ALL ACCORDANCE NTH - MAY USE PA51 or -68 S � Group TIe HOLES w/ 10d. (TYP - 4 STRAPS 0 HEAD(ER) & (2)2x( ) BLOCKING (TYP). MATCH SIZE AT STEM -WALL APPLICATIONS. ATTACH TO , ,__. . 4 STRAPS 0 SILL) OF ADJACENT FRAMING (STUDS). *00D*TL ANCHORING RODS APPLICABLE � OE,�OJL6�LD TEOP PLATE NOT REQUIRED - � - ANCHORING RODS PER DETAIL B L`V I - MANUFACTURER'S r- -1- -_ - ___� �TT X /STi r - - ... . I 'S I / I A 11.6& C.m.U.. 2x( ) #2 SYP SHOE PL wl (2) ROWS I I "I'll, I I I'll I 1111- 11 � I ;I - � INSTRUCTIONS & FRAM"U V M 2 )QE'�iQIRS - - TERIOR WALL _6T OF .1310" 0 12"o/c. STAGGERED. A -IT 2 TRADITIO VALOnO I . --- I k Designers f! I � I EADER PER STRUCTURAL PLAN SEE DETAIL C/ST1 FOR (VERTICAL) TYPICkL GARAGE DOOR OPMATFRAMING DETAIL - Q.N.O. 'O� '1� - I -MIN 23 23/32- APA- R T!CC�RATED I H � __ _ _- 11 11 f T&� DECKING (24-./. SO D I_ LOO 11 11 I I Engineers STUD WALL SPECIFICATIONS UIR R) _/ IN HEADER -TO -STUD STRAPPING I � I . Wgm SHEET FOR EXTERIOR WALL FRAMING. -1 6"/6"o/c 10d NAILING & APPROVED 11 - 'I I I 'I I - SPECIFICATIONS. G) NOT To SCALE I � / � 2nd FLOOR WALL I � �If - ''I WALL. SHEATHING - I ABOVE I 655o Roosevelt Blvd. COnITRUCTION ADHESIVE- , NION111 �� _1____1-=____ -.---- ---. ----,. ___.________� I , =N = = MATCH SIZE, GRADE & IL-- = - - = = ==I VIZ -7 4 -_ 11 SEE TYPICAL WALL I � Jacksonville, FL 32244 I � UANTITY OF ALL 2nd ----- /_T LF7 -_ - - AT EXTERIOR DECKS� LEE ;ER �z 1-3/4" Width Pieces: I SECTION (A/STI) FOR----__,) FASTEN FLOOR i -6ioo TYPICAL INTERIOR BEARiNG WALL i --------+FQILR STUD COLUMNS w/ + /",[ I _+ � - I Nil,, - - SHALL MATCH JOIST DEPIH (MIN. z �, * Minimum of (2) rows of 1 2d (3-1/4") nails 0 12" a/c. � I , � � ADDITIONAL SPECS DECKING (PER A/811) (904)772 1 / SWB - ICE== 2x8) AND BE ATTACHED TO EACH Z , -114!') nails 0 12" a/c fc 14" & TO LATERAL BRACE W/ " BLOCKING IN FIER SYS. \ /� I 1 \ "I * Minimum of (3) rows of l2d (3 � I FL CoA No. 32137 INT. LQ6D=2EABM STUD LL SPE I , , if I F,� ,/�L , _�_� NAIL THROUGH A.P.A. RATED SHEA111. 16"o/c (MAX) VERT. FRAMING w/ - deeper. I I I 1 (4) 10d COMMON NAILS 11 I 1, AND w/ let FLR-UEVEL \\ //l/ -I . " INTO FRAMING W1 Eld AT 3- D.C. AT ALL � � EXCEPT AS NOTED ON STRUCTURAL PLAN(�) I �_� + STUD COLUMN U.N.O.. _',",r� - x X7dla. SDS-SCIREWS - .3' LONG IF I- - Nailed connections require an additional row of"Ttalls when nail size T -B ACE FASTENE 2x4 PLANK ORIENTED ALLOWABLE STUD ____ LATERALBRACES 0 24" EFFECMETPL - - � EDGES AND INTO EACH PLY OF EACH F �---,L is smaller than specified above (min. 0.128*X3"). WEB W/ .1310" aDVO I 0 �,!!. JF8T�j ---2x4 SG SPF STUDS & I I== ==I DIRECTLY ATTACHED TO FRAMING, ;�� _j � I O/C TOP AND BOTTOM. 2x4 DIAGONAL I � 1 J/ ==I DOUBLE INTERIOR PLATE, 12- O,C. En O/C. T -BRACE TO BE � BRACE 0 24' I I INTERMEDIATE FLOOR SYSTEM - lml� � I -D !!i I - Nall from BOTH SIDES of 3 -ply members I 10 TZ -1 11b 1 2I,,4 SPF STUDS @ 16 0 3-1/2" LONG IF ATTACH r � SAME SPECIES AND ; , FASTEN TO FLOOR TRUSS 5Z Z 1 2.6 A2 SPF STUDS 0 12"' 11 Y But I W __ h __ ELSEWHERE. THROUGH SHTN'G. - 3-1/2' Width PI 1 3 Width Piece& 10 GRADEAS WEBTO BE I \ W1 (3) 10d COMMON I I- I I'll, O/C, DIAGONAL � TO 21'-7" 2x6 J2 SYR STUDS 0 2" 0 ONLY. SEE PLAN, LAYOUT, OR I QUANTITY OF SCRE -I-,, * � -8 - /4" 1 I � TOE -NAILS. BRACES TO �_ 4F BRACE TO i 11 11 FOR OTHER UP FT HARDWARE AND I 1� * Minimum of (2) M4i_!7P'*2- bolts 0 24- ./c .1.q BRACED. SIZE OF MEMBER I ASSOC ATED DELEGATED ENGNERING FOR 11 11 2x STUDS lk I I AS SPECIFIED BY LISS \ EXTEND INTO FLOOR LATERAL BRACE 15 I CONNECTIONS, SEE TYPICAL WALL 1 2x8 LDGR, (6) &I ,_ et FLR TYPE, IZE & ORIENTATION OF MEMBERS, _LLjfA SECTION AND TYPICAL HEADER I 2xlO LDGR: (7) ;CRE <::� PER TABLE. . ,r ., I \ STUDS (OR BEAMS) w/ CS16 STRAPS BRACING, BLOCKING & INSTALLATION � FRAMING DETAIL � - 11 DESIGN ENGINEER IIN, I SYSTEM (1) BAY. - W1 (3) 10d ( DETAILS I I 20 �_-__ 4 11 11 , X, IX4). I LATERAL BRACE LOCA N COMMON NAILS � 1 (28" + DEPTH OF FLR SYS. IN LENGTH) - . f ' I /_ NOTE, �,�� ,�_ _, ! I ONBOTTOM CHORDTO 7-1 AT EACH END � (2)2x( ) HEAD AT DOUBLE INTERIOR #2 SYP LEDGER F TENED TO 16"o TRUSS -TO -LEDGER \ 1 ! MATCH BRACE LOCATIO ; 0 MAX. 32"o/c wl (11) 1Od/END. � AND SILL � I i CENTERED ON FLR SYS., TYPICAL, INT. MINIMUM WALL STUD � (TYP) 110 SECOND PLATE W1 (2) ROWS STUD- EXTEND TO STUMD 0 LAST TI 7 i ON TOP CHORD. � 11 - � & EXT. WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & I SPECIFIED I �,�' �' i I— \ I I I 12d COMMONS AT S" O.C. BY TRUSS � , , �'11 SILLS/PLATES/EILOCKING, NAIL FIRST (MAX) STUDS w/ .131N GUN NAILS 0 EA 11 _�, -, , , �_, "S' CONNECTOR - __�>` I '. � �, � * \ � 11, I ----.11 - ENGINEER. � I ; , , I , : �6 __. I - I � � 1 USING WOOD*Tie ANCHORING RODS PER SPACING - IL..!� 11 * - INTERMED ATE FLOOR TYPICAL, U.N.O. I SIDE PANEL HEIGHT TO ' ---� � I - '1__1 � SYSTEM I � -4 � DETAIL B/ST1 �\ I N I ; WIDTH REQUIREMENTS � MIjS5_LWff.B_, , =NETIDN SCHEDULE -(By* PER.,Iffi= " �� 'I I * [I � - �` 0-1 il I if , J ,�,__� PT 2x( ) #2 SYP SHOE PL.. I ?. � Oft) MIN. w _- T, ; .......... 2x6 WAS) NAILS 0 EACH MD. I 1_� � - I I , - I FASTEN EXT. WALL SHEATHING SPH4 6-8 @ ,:.I I rR 7# 0 I 11 CEILING LINE ,� TO TOP PL., SHOE PL & RIM or MAX 32"o/c 0 i 1, 7 2'- 1 " I >� TRUSS WEB REQUIRING BRACIN . I PL -TO -STUDS - NOT REQUIRE �E � :; � IRv# 777- 241 ..... 2x8 w/(8) NAILS 0 EACH STUD. I < ; - ;D \�6 12-- - __ �_l ` _< R I _ _ /", "" I � � � A , "' I , , 11 I I I/ . +` IT I/ F111 I �=_ I - I �_ I,--- _= r��' 5rt ,_ � __ .1 - _____ �� -��J- , TIO : � � I - _ , � _ � �� _ IS _ � _ � I �� , N I. � I _ ��, � .. Y I ,-- - _ I � _ I I __ _ _I __ 7 I, ,_ ,__ � 1�1 I �� I U�N I , � _ ,w I- � � � 1 . , _��Z . I. ! , , �, I_ - RIBBON wl PRESCRIBED -EDGE NAILING- D 2 � -8 1 2- 9 ECTION OF MULTIPLE PLYS( F �, � � 0 1 i T' 1' 1Rv,# 1242 EACH STUD `1 WH NCH, R�I�NG � : I 1 1 -4 � I - I ! - I � � 5" 5 2PI ; . � i , SIZE/SPACING. I I "_ , MS U,N.0. � / . I LEDGE DETAIL �t.ry ! I, RODS PER DETAIL B/ST1. �! - ST1 . :. i : 4 -2 1 2" . WITH 4" BRICK VENEER EXTERI . I 4 . : = i !! . . 'ALE NOT TO SCALE / � -, - _� Y7 � 7 FLOOR EDGE I I NOT TO S, - - I FINISH, ADD CORRUGATED GALV. . .. 1 1 I I . -_ I--------- ____ - I . I --- .---------- I -_ � BRICK TIES 0 24"O/c HORZ. & III � i i I i I RIBBON ON FLOOR TRUSSES NOT SHOWN � 16"o/c VERT. BRICK TES MUST 1/2"dia X 7" EMBEDMENT � _�__ &YAM 99NZMZ= , I ____ �- ROOF/FLOOR I FOR CLARITY.) I _ t . (1) HTT5 TO ATIR (TYP). HEIGHT-UMITED TRUSSES CAST -IN-PLACE "J" BOLTS OR APPLICATIONS MAY USE, I.L.O. EACH ROOF/FLOOR . � (2) #2 SPF 2x4 0 EA. CORNER � 41. BE FASTENED THRU SHTN'G TO / I I I HE THI SINGLE TRUSS 1/2"dia X 6" EMBEDMENT HTT5. (1) PHD6 OR (2) PHD2's. IF I I.L.O. 4x4 POST, (3) #2 SPF 2x,VS � �r- WALL STUDS. OX �l i 4________ -_ 0 CORNERS DIRECTLY BENEATH I I , SPECS. IF OVER let FLOOR BEAM I _� BEAM WHEN 6.6 IS REVD. EPDXIED ALL -THREAD RODS w/ FOOTING (SEE TYPICAL WALL SECTION) PHD2'9 ARE USED, MATCH HTT4 ATIR I BRACING NOTES, WALL SHEATHING PER TABLE , _,). � __ . � 2"x2"xl/8" WASHERS 0 24 o c. 2X4 #2 SPF LEDGER � 1. ALL DIAGONALAND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. 0 SEE SILL PL. SHEAR CONNECTOR STRAP TO BEAM w/ (3) CS16's (3ply I I HTT16 & 5/8"047-1/2" EMBED 2. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS i 4� I D POSTS REQUIRED). w/ (4) .131 X 3" TO EPDXIED ALL THREAD 0 EACH I 0. MONOLITHIC -STYLE FOUNDAT10N SCHEDULE ON S-SHEET(S) EN EACH INTERSECTING (3) .131 x3" _ g& ALTERNATIVE AS SHOWN ON DETAILS PRODUCED BY THE TRUSS ENGINEER. � � SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*rie RODS. SWB - SPECIAL SHEARWALL DETAIL EM - NAILS 0 EACH STRUCTURAL PLAN. 3. ALL FASTENERS SHOWN ARE .13lx3" NAIL& TiNUOUS LATERAL BRACE REQUIREMENT. Ik APPROVED FOUNDATION i NOT TO SCALE USE WHEN BOTTOM � TRUSS OR I I � 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CON i TYPES/STYLES. � � G CHORDS ON LEDGER TO � 1 5. REFER TO SCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. f 1� "*1 I DIFFERENT HEIGHTS BLOCKING. I . I i i I ON OPPOSITE SIDES �� ,---- -T I I I I r,,�, BEAM -STRAP PER N/ST1 LION � � L Od I -_ --- OF WALL. 1 1 _ 7/16- A.P.A. OR TECO RATED I � TYPICAL ONE- & TWO-STORY WALL DETAIL i -_ -_ -_ � t I i I SHEATHING W/ 6"/12"o/c Eld PERMANENT ROOF & FLOOR LATERAL BRACING ! G NOT TO SCALE I - - 2x4 #2 SPF BLOCKING 4 - (4) .13lx3' TOENAILS i I Ill NAILING - 4 SIDES I � (9 � _____ . .. . .------- - - � 5" < 24" O/C. REDUCE x I 0 EACH BLOCKING 1 I Ill I NOTTO SCALE 11 I ql* __ __ ______ __ � FROM EDGE OF - i TO TOP PLATE OF � , 0. I I I M 1-_� SHEATHING/1POST � SPACING TO 16" a/c FO R EXTERIOR WALL T.BEAM ABOVE I --- I I - I :�� I 1 SW2 AND 12` a/c FOR . --- - - ______ _____________._ I— - LOW -CARBON STEEL NUT FOR )rO ATR----\ - - � --I- ROOF SYSTEM - L � - I __ I SWl. I � , I ** WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 92 SYP OUTLO � � U _ � __ ___ I __ ------M I � I CONNECTED TO WALL I I I i R SEAT OF THE - OVERHANGS--< 16-, 0 2eo/c W1 10% ABOVE ROUND *FENDER" WASHER ABOVE ____� J I -, - I � I ! 0- 3"x3"x9/64' SLOTTED STEEL WASHER. . i LI PER STRUCTURAL W I T EXTERIOR WAL I � I TRUSS IS LESS THAN THE MINIMUM ON -CENTER (1) HIS GEACH OUTLOOKER TO TOP I � ROD TO BE POSITIONED SO THAT SQU , �j __ DETAILS. � � �, I ( i L_ :Ll I I �, 11 - S TYPE) I SPACING INDICATED FOR THE *X" -BRACING, A CHORD OF GABLE TRUSS OR END ! WASHER CAN BE TOTALLY SUPPO BY >1' I 11 I MIN. 7/16- THICK (24/16 SPAN INDEX) APA 11 OR I i I BUILT-UP OR BOXED COLUMN MAY DIE SINGLE *X" -BRACE AT THE PEAK MAY BE USED WALL TOP x i I . - - -�'TOP PL.. �, TECO -RATED WALL SHEATHING ATTACHED TO DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE I USED IN LIEU OF 4x4 OR 6xL AND THE OTHER (OFF-PEAK) "X" -BRACES MAY OVERHANGS 16t-> 2e, 0 16"o I 441 FRAMING MEMBERS & BLOCKING PER TABLE BELOW. I I 13E OM11TED AT THE CONTRACTOR'S DISCRETION. i TORQUE NUT ABOVE WASHER TO 30-35 BLOCK ALL UNSUPPORTED PANEL EDGES W/ YIN. 11 BOXED COLUMN DEJAIL I ** (2) H5 GEACH OUTLOOKER TO TOP _\ i �' � I - I EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. I (9 E - /c I _�, _� ___ � FOOT-POUNDS AT TIME OF INSTALLATION � 2x4 BLOCKING. I 1 I NOT TO.SCALE I FASTEN ALL ROOF SHEATH G CHORD OF CABLE TRUSS OR END FA : , - __ � �, " _ I (A I I TRUSS �LQCKING DETAIL I �_ IN 4!-G" OF GABLE U. TOP x .1 ..�,M ALL -ROOF SHEATHING U) 4-� , _� . lik \ FTER EPDXY CURES). I 2ply MIN. STUD END POST (PER I NOT TO SE ALE I `�Oo,�, � I 2x4 BLOCKING AT ALL ROOF � � .P. - �O '� STRUCTURAL PLAN) 0 EACH END 2FT I I I I TO ALL SUPPORTS w/8d 1% ALL SUPP . V __� EAR -WALL U.N.O.. SEE DETAM _ D S I I i 1, ''I ____�--V OIF WALL. ,NAILS 0 4!'o/c 2x #2 SYP BLKN'G BTWN NAILS 0!rokc I . .. -, , ,"� - :�7 1 i e ! � = - I , -, - - � I SHEATHING PANEL EDGES WITHIN To ' - ORTS ./ 811d � ,� 'd ,�� NAIL . , - � @ � CABLE 7t7 ________ I I � I J,OR ATTACHMENT OF POST F I __ - -i . . __ 1, �� OUTLOOKERS w/ .13lx3" ____ � - M ` *ATR MAXIMUM OUIT-OF-PLUMB - - - -r- _r �_ 1/2" WOOD*Pe � . '1V I �, � TOE -NAILS 0 Vale TO � T I � I - I OD U.N.O. T i --- 'EO�., (3) .131x3" ,rOE-NAILS TOP CHORD or TOP > -_ __ -- ___,___________________ ______ .----I------- - 04. TOLERANCE: X' PER FOOT OR 2* PER � I I" ' � < V. �, FLOOR LEVEL - WHICt - . 5-1/2- M�AX�R I i ! HEADER PER SMq P OUTLOOKER / DROPPED (-3-)r) TOP CHORD � -- ____ ---------.--.�---,-----,-------------------- __ , F__1 - WOOD*11. ROD I I I I . TURAL OCKING-TO-TR Z2x4 BLOCKING AT IL ROOF I , I �, I � --�- - �-, - , . � LISS TONAL OVEkERAMING CONSTRUCTION NOTES PROVIDE FULL -�, -1 I * I I KING -STUD ASSEMBLY 1 #2 SYP DBL PLAN OR TRUSS I AYQ IT � I SHEATHING PANEL EDGES WITHI SHEATHIN I I I /-- I � 0 at . 2x "L" OR "T" BRACING ON VERTICAL I � 4'-07 � OF GABLE WALL- li CONVEN __ � �_ G COVERAGE WOOD TIE ROD PER i i AT OPENINGS MAY SERVE TOP > -4 A � --- I WEBS AS SPEC'D BY TRUSS ENGINEER. I 1. if I ', I I I i I I P/ST1 ----, I AS END POSTS AT I .. 2) #2 S - ON MIN. ONE PLATE. I I I - - . ,� 2x i I I I - O/C ATTACHED TO RIDGE & VALLEY NAILER w/ (3) .13lx3" TOENAILS. � I NAILING INTO TOP PLATE ,I i SHEAR -WALL ENDS � F ; IJ I 0 BTM TO TO MIN. 2x4 #2 SPF 0 MAX. 24 -o/c w/ t (3) .13lx3- TOE-NALS 0 !I I RAFTERS - USE �k #2 SYP/$PF RAFTERS 0 24 _ w,f (3) .131xr NAIL.S .13lx3" NAILS 0 6"o/c FROM BRACING ' I OUTILUDKER-TO-TRUSS TC I I I VALLEY NAILER - UStVNE SIZE LARGER THAN RAFTERS AND ATTACH, F - ___ I I � I I 1, : (2)4 U's I I 11 . ., i I I �, L I I �� - W I I I ,TO ALL INTERSECTING TRUSS TOP CHORDS wl (4) .131x3" NAILS. i "I I . _, I I 11 I INSTALL IDBL 2x '�� [9011ILK , �(9)10d / -NAILS PER ENL^ I'll, TO WEB. ABSENT 0AC=0 �DIDDI CC - 1 �4 C.0 10I.n ,.I - I :! 1 PER A/STI. I � __ - - �A � i � � I I _'. I I I I T---::) I ,� , 1, 11 � I . k TIE OF SPEC(S) ON � , Lu Cn .1 I , I "�, I L ,, : _'," � i 11 ''I I � . � X YZ I i � : I , I I I �, 'DA, __ , �, ' BLOC IN � 2x 02 SYP L"APOILL 1Ur > A��tMULT 1�� - V/� kMMA PlICIVRI I = U -0 ). I I - -DOWN AT EACH � , IN � EACH END OF`E 11 TIRLIISS ENG� REFER 70 "Off. WALL L_U I � I i �� OLD I - 5�1 �* I I - SLOPE M IMIA7CH ROOF PITCH. RIDGE CRIPPLES - 2x4 #:�-SPF 0 2' O/C (MAX- HEIGHT = 6'-3"*). " ,I ! . ; OF SHEAR -WALL. PER 9*__� _-�'/ FIRST TWO STUD BEAM TO POST. V . STUIB _SGHM!�' I 11 - 2x4 f2f BRACING. EWA 0 PEM & SPACE , _-L QN�"STRUC - ,L I 11,�%,l I 11 11 I , L " ,_, "IlUIRALL L I I SHEAR � ASSOCIATED TABLE. I SPACES MATCH I -,- W. EXTEND X�. _ "L DRANNG�, USING WEB LENGTH/11HEIGHI - 2x SIUDS CONTINUOUS FROM *IF1 X4 IT -BRACE IS ATTAdHED TO CRIPPLE W/ .1 31 x3" NAILS 0 4* O/C (MAX HEIGHT = W-10"). I I INTERMEDIATE FLOOR INTERMEDIATE L 1 $__:� 1 _� I ADJACENT L "-WAY AS SHOWN BELO _ L' 11 I . I I I I . SYSTEM - APPLICABLE FASTENERS, PER OETAJ i 1� . . . ! � 11 , r� _-Z ISIIIAAW_`�,*N-`� I I I 11 I I 11� I LOW -CARBON STEEL '11 I 11 I A/STI TABLE� TYP. I ; .. C � _pqy��-�,i � 15NLI,��--, I WALL�AND , LLO. 5, HEIGHT. DOUBLE AND/bR SYSTEM TO UNDERSIDE OF DEIL TOP'> !OIF 2x4 T -BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS 0 4" O/C (MAX HEIGHT = ll' -2-). - � . 11 1, " _5V�_�, I , _,j"ARD'MIN. S', � FROM 'GABLE' I I TO MULTI -STORY I - - I I �� I I I 11 I - E�Ej FRAMING, PER BEAM ABOVE I'll, I'll I 11 COUPLER w/ MIN. I%` BUILDINGS ONLY. � -A - SIZE/GIR�DE/ � , � L I I 11� 11 2x14 VERT 0 MID�-POINT ./, (3) .I X I TRIPLE "L's/T's' AS REQUIRED TO ASSEMBLY ( . I X w 3 .1131x3" I ��, I 11 THREAD ENGAGEMENT k g - -,- -1 I 1 I _%2MMIXIIIIIIII1403= - Top ME* I 11 , *X",BRACINO. MIN. (3) EVENLY STRUCTURAL PLAN. I i I I L . ,.I� 11 NAILS FM E SIDE OF MAINTAIN MAX a/c SPACING WHEN FROM EACH WOOD-I'le 11 I'll, 11 I ,� SPECIIE�:�HFROM D BRACES PER GABLE END. TOE -NAILS TO EACH TRUSS TOP CHORD. I I STU EDILE. PMfTff PT #2 SYP 4x4 POST .X. WEBS EXCEED SPACING SHOWN ON ROD. (OPTIONAL, 0 -COLUMNS TALLER THAN 10' OR ENGINEERED RO LOCATE� AS REO`D) Ill INTERMEDIATE 'SHE FASTENERS, PER SILL > 1\ RIDGE - USE MIN. 2x8 #kSYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN CIVERFRAMED RAFTERS). ir I I MAX "X" BRACE SPACING: I! H I ATTACH CRIPPLES TO RAFTER OR RIDGE wl (3) .1310" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w/ (3) .1131x3" TOENAILS. I / � i PIE ffiff%F-TOP CHORD GABLE ROO I I a , , "' � 1/2" die. /I \_�(2) MSTA30 W/(24) I I Od I I , �, PITCH - 8' -O -o/. TRUSS OF TRUSSES QR = Cn � � THOSE SUPPORTING ENGINEERED I SHEAR CONNETOR SCHEDULE ON S-SHEET(S). I ,_ WOOD PRODUCT. USE PT #2 CONVENTIONAL RAFTERS/JOIST. I �_ - - I A307 THREADED STEEL RODS I-- _ _ _____ WO0D*TIe ROE NAILS NAILED TO PLATES I SYP SX6 POST. (U.N.O. ON 60 IA2 ' 312 PITCH - 6'-O"O/c 7/16- THICK (MIN.) APA- � 11 if NAIL RIDGE ENDS TO COMWON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END w/ (3) .1310' TOENAILS. U.N.O. AND BLOCKING ON INSIDE I " .1 SSES BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. (-ATR-) LOCATED AT TRDTN'L MTL CONNECTORS WOOD*Tie ANCHORING RODS I FACE OF LL STRUCTURAL PLAN) nr=1 __ --- TECO -RATED WALL SHEATHING. I L, . I SEE TRUSS DETAIL VALCO 11 VF1103 IN TRUSS INSTALLAT10N PACKAGE) FOR VISUAL PRESENTATION. 0 CORNERS, EACH SIDE OF EXTRA ROD REQ. FOR SHEAR -WALL HOLD DOWN IN � _____ ��_ rx"I - ___ MATCH NAIL SIZE/SPACING _____L�__ I � � 61, 1 � DEASITATBED FOR WALL BELOW I , , �� 0 1 OPENINGS LARGER THAN ADDITION TO ANY RODS USED FOR UPLIFT. � I � � � 1, __ - _/ , a LOCK ALL PANEL EDGES. I � ______________ ______ --- - I __ , *INDEX' SHEATHING 1/4' FROM I EDIATE I AND Wo/c (EXT. WALLS) or I Z 2x4 #2 SYP LATERAL BRACING ______ - - BOTTOM OF SHOE PLATE FOR SILL PLATE � I 1 71 � BALLOON FRAMED MATCH EDGE NAILING < ssee 4!o/c (INT. WALLS) I I I POST TO SLAB CONNECTION WITH I w/ (3) .13lx3" NAILS INTO EACH I MATCH EDGE NAILING -------I __ . ___ 2x4 - SYP *CATS*0 R011F S-EATHING - *WALL SHEATHING* SHEAR I THEREAFTER. SEE DETAIL I F/STI FOR USE AT ENDS OF "fIND (supported 4 0 Z4" UIL; MAX.) (supported (c,9 I b" U/(L , , MAX.) SPEED& 8d RING SHANK NAILING MIN. THICKNESS (SPAN INDEX) Old COMMON NAILING - EXPOSURE MIN. THICKNESS' INT PERIMETER/ HORIZON ' ' INT END I FASTENERS AND (SPAN INDEX) ZONE ENDZONES APPLICATION OUT STUCCO WISTUCGO ZONE ----ZONE (2) CSlt's ACROSS _ WALL SEGMENTS > - 2-2X6 7/1 G" 7/1 G" 1 5/32" 11 1. ' ` ' ' G7 1 2" R-- : 1�! I /� __ - Z (o FLOOR SYSTEM TO (24/1 G) (24/1 G) (32/1 G) - (suppoil�a ((P, 24' t 1WAX.T_ 115 < 132 mph EXP. B, C, & D 7/1 G" r."I 1 2" (24/1 G) .70. r MIN. THICKNESS (SPAN INDEX) Ed COMMON NAILING ' HORIZONTAL APP.,W VERT APP. INT 8-0/c I SW2 M j_- I FOR CLARITY, SEE :� :::i :� L_ SHEET ST2 FOR I APPLICATION UTSTUC �j WISTUCCO ZONE Z07NE I ENCLOSED 1 5/32" [(ERT 15132 1 9/32" G7 1 2" ,., _ G-70 I I I I (32/1 G) 32/1 r .) (4Q12n) COL. BELOW W/ I st FLOOR HOLD-DOWN AT BASE I TECO -RATED U. SHEATHING CTORS AT INSTRUMENT OF ENGINEER'S ' 0 PLAN. ___� NER POST \ I R I * MI OUT ON STRUCTURAL �' TOP >-TO-COR \ 1 9 1 1 1 (3) ROWS OF wl (1) ROW OF Bd NAILS � \ I I I SE VICE FOR THE EXCLUSIVE USE - i *-r_ . (1) ROW OF 10d NAILS 0 8' 3 -o/c AT TOP OF SHTN' (IN TO I\ . __---� ,/ ASSEMBLY AND 0 TOP I , I I �' AT THE PROJECT TITLED HEREIN. I illt: . 11 10d NAILS ,-r- . . . O.C., STAGGERED � TOP >) AND AT BOTTOM >-TO-HEADER 0 MAX 32*o/c. i I I � I 11 I A, 0 4" D.C. AS SHOWN, EA I SHTN'G (IN TO HDR.). P . I ,- (1) ROW OF . ADDITIONAL >-TO-HEADI _T � .1 ; �'11 li . It L STAGGERED, . . PLY. ; ; I I *�� DOCUMENT, AND/CiR ASSOCIATED �� 10d NAILS 0 1 1/4- OFF I CONNECTORS REQ`D w/ LISS .... 1. GARAGE. :� ,4F 0 TSIDE CORNER OF * V I i IN I ) (I To "�V4 M OF 0 �D / U � 6" O.C. < I 5 1 UPLIFTS ,1,ODO#. FOR H HER ; � . I I �' DOCUMENTS, MAY NOT BE USED 10 G E I S I I OF 24. * * URt + + - ----- � � � I I - � L. , SED � I / . �,e , , i I STAGGERED. . UPLIFTS USE CONINECTIO AS I � .11,31.3- TOE- OR END -NAILS I I (1) DIAG. BRAC I S * � � I � E OVER MIN. (4) FOR OTHER WORK S OR WITHIN 31e 2 1 . I : OD I SPECIFIED ON STRUCTUR -_ I F_ 0 KING -STUD TO HEADER, � I � TRUSSES APPLIED TO BACK SIDE OF I ! � �1' . OF CIENTERUNE . . PLAN. TRUSS TO > 'S TO ** IF THE INDICATED EMBEDDED 2xIO HDRS. USE (9) NAILS, I I � WEB. CONNECT TO �M lmu� wro I i � PROJECT(S) WITHOUT THE OF 2x4 . BE ATTACHED E TRAP(S) ARE NOT PROPERLY 202 & ENG. WOOD HORS. APPLIED TO FRONT SIDE W/ (2) NAILS INSTALL DIAG. BRACES i I'll EXPRESS WRITTEN PERMISSION OF - / S ( - U - : - 0 EACH END 'OF CONT. LATERAL - - ,,",)�/ I . 0 . :11* WSARE. NER )F- �� CAST-IN-PLACE� THEY MAY BE ____ SE (12) NAILS. OF WEB / / I THE PROJECT ENGINEER IDENTIFIED � GARAGE REPLACED BY THE FOLLOWING: . BRACE LINES & 0 MAX. 20' . (1) HTT22 - (1) MSTA-SERIES STRAP 0 I �` BELOW. EAQJ JACK -STUD TO INTERVALS BETWEEN ENDS. i A 13lx3* TOE- OR END -NAI I � - i * - r � - HEADER. 200 HORS. USE I I , I � J_ J_ I: - I , I I I 0 KING -STUD TO HEA )ER. 18" STRAPS, 2xl2 & ENG. - - .- i � 1 2xlO HORS. USE (9) NAILS, L4L 31 -e .- . I ----I, 9 REV DESCRIPTION 1 1/2" 1 1/2' 211 51r - I " f__ i a I BLOCK ALL PANEL EDGES 8d RING SHANK PER R803.2.3.1 OF '10 FBC-R: MIN. 0.113" 1 2xl2 & ENG. OD MRS. I 11.N . 't ZMIN. WALL SHEATHING & ;F WALL SHEATHING. NOMINAL SHANK die., RING die. 0.012" OVER SHANK die., 16-20 I 11132 9111F OR SVP &dj I A2 WF 01 09 24 1 LAIM 01 S -M -A-11 I USE (12) NAILS. .- - - . WW&DDED STRAPS MUST � '\ i : 1� I i 1 - AIUNG MAY BE OVERRIDDEN CONTINUOL I AL I \� I I i� RINGS PER INCH, 0.280*63. FULL ROUND HEAD, MIN. 2" LENGTH. - _... _. /16- THICK (MIN.) (24/16 SPAf+----" BE INSTALLED w/ ADDITIONAL IF LAI RAL BRAM MUST BE MADE OF V _T Os - INDEX) APA- OR TECO -RATED - BRACE QUj EARWALL i *TYPICAL CONNECTIONS 0 STUD SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PUES. FA� N WALL/ - PC. OF #4 REBAR PER IS BY REQUIRED SH I WOOD*Tie �NTTTY AND _f NAILING (SEE F/STI). ROOF SHEATHING PER SEE P/ST1 FOR BOTTOM CHORD COLUMNS, JACK -TO -KING STUD 0 P TW PER DETAIL BI AT __> SIMPSON INSTRUCTIONS. - LOCATION D NED BY ', -MORE THAN ONE PIECE, DO SO BY - TABLE, W/ PLY CUPS BRACING REQUIREMENTS. LI ST. ETC. SHEATHING -TO -POST W/ MIN 8d's 0 12' O/C OR GYPSUM -1 EACH END OF WALL WALL SHEATHING w/ 3 -/12 -o/c .. TRUSS ENGINEER. � OVERLAPPING AT LEAST 2 TRUSSES 2 � MIN 5d's 0 42- O/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH SEGMENT, WITHIN 2" DF Eld NAILING, EXCEPT MEN NOTED. I C 1 (4) .13lx3" TOE -NAILS 0 EA. TRUSS/ *SPECIFIED NAILING REQUIRED FOR I BLOCK ALL UNSUPPORTED PANEL . USE RJ VERSION OF RAFTER -TO-TOP PL IN ADDITION TO ON TO 2 Pi Y`S_ OUTER P! Y TO SHEATHING AS " ,PF7r.IF1Fn JACK -/KING -STUD , _. - TRUSS MEMBER W/(2) 3 - *** 04. T1913r ENGINEERED TRUSSES OR i ASSEMBLY & CORNEF POST EDGES wl 2x BLOCKING. 2: STHDI4 AT CURB WALL �� (40/70) *TH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE : � NAILS I 'AILS CONVENTIONAL (SOLID -SAWN) � ASSEMBLY. ROD 0 CORNER (1) STHD14/-RJ CONNECTOR 0 :,I---- (DTL 2/ST2) I \1 . TABL , W/ PLY CLI 0 EA USS/ P TR PL IN AD6, - 'ON To E S I I S" ENGN' EC "ED N C EDULE CONVE ROOFING. UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & FRAMING. SEE PLAN. LAYOUT OR MAY BE INSTALLED T . LOCATIONS. EITHER � ,// : � �, .0, ". I MAY BE USED AT , �� NOTED OTHERWISE. RAFTER BEARING POINTS. __ SSOC � JACK -/KING -STUD ASSEMBLY- \ I � 4 1 - S R A Y ) OU WN)BRAC'NG I LA I , REQUIREMENTS. I ' I EF1 > ST T OR Rt t �� Gi & TO-FOUNDATI SSOCIATED DELEGATED I I I 0 n ENGINEERING FOR TYPE, SIZE & � @) MULTIPLE PLY POST CONNECTIONS POST ASSEMBLY. . . I __-Itill POSTASSEMBLY-TO- 7 NON -CURB WALL (DI � \\ � � TRUSS -TO -PL. CON 0 I - � ORIEN!TATION OF MEMBERS. � l/ST2) LOCATIONS. PU PT (,) # S, - *STE I NOT TO SCALE f TT FOUNDATION. (MAY BE USED � I I The EXCEP, AS NOTED ON STRUCTURAL V PLAN(S), X( 2 ' N ES 11. WOOD*TIe RODS) - i� (2) 2X(_ ) #2 SYP TOP PL.. FASTEN PLIES - L___ ____ I , T / ( ILS 0 _____ W - NA -_ I----- 0 "ALL" ROOF TRUSSES TO HAVE - I/ \__L , � _____J __L+ � - _ TOGETHER w/ (2) ROWS .13lx3* NAti-S OZi ___ - L L 13E + � I ___ - ___ 'CREW 1 . / ST � _ L P I LENGTH OF CS16 STRAPPING w/ MIN. (10) 10d _ DOOR(S) SHA oT,2.5', 1 DR I (1) SDOIC SCREW � ,�,_ . 'P� / 'T ATTACHED L , + CASTILLO 12"o/c, STAGGERED, w/ MIN. 24 LAP / I INTO EACH PLY OF SILL & HEAD(ER), EXTEND . 110 _ I _. _ L P APPROPRIATE FRAMING I I MIN. (12) .13lx3" NAILS IN EA. LAP. HORIZONTALLY ACROSS STUD ASSEMBLY & Mul L 101 �, 'L. To STU S � MEMBERS IN I -MAPS I.L.O. STHD's FOR TRUSSES 0 24- O/C MAX L_ 4'�. 3 - SPH4-6-8 0 MAX 32"o/c, 0 P ) L .. TO -STUDS BLOCKING, CONTINUOUS TO CORNER. FILLING ALL ACCORDANCE NTH - MAY USE PA51 or -68 S � Group TIe HOLES w/ 10d. (TYP - 4 STRAPS 0 HEAD(ER) & (2)2x( ) BLOCKING (TYP). MATCH SIZE AT STEM -WALL APPLICATIONS. ATTACH TO , ,__. . 4 STRAPS 0 SILL) OF ADJACENT FRAMING (STUDS). *00D*TL ANCHORING RODS APPLICABLE � OE,�OJL6�LD TEOP PLATE NOT REQUIRED - � - ANCHORING RODS PER DETAIL B L`V I - MANUFACTURER'S r- -1- -_ - ___� �TT X /STi r - - ... . I 'S I / I A 11.6& C.m.U.. 2x( ) #2 SYP SHOE PL wl (2) ROWS I I "I'll, I I I'll I 1111- 11 � I ;I - � INSTRUCTIONS & FRAM"U V M 2 )QE'�iQIRS - - TERIOR WALL _6T OF .1310" 0 12"o/c. STAGGERED. A -IT 2 TRADITIO VALOnO I . --- I k Designers f! I � I EADER PER STRUCTURAL PLAN SEE DETAIL C/ST1 FOR (VERTICAL) TYPICkL GARAGE DOOR OPMATFRAMING DETAIL - Q.N.O. 'O� '1� - I -MIN 23 23/32- APA- R T!CC�RATED I H � __ _ _- 11 11 f T&� DECKING (24-./. SO D I_ LOO 11 11 I I Engineers STUD WALL SPECIFICATIONS UIR R) _/ IN HEADER -TO -STUD STRAPPING I � I . Wgm SHEET FOR EXTERIOR WALL FRAMING. -1 6"/6"o/c 10d NAILING & APPROVED 11 - 'I I I 'I I - SPECIFICATIONS. G) NOT To SCALE I � / � 2nd FLOOR WALL I � �If - ''I WALL. SHEATHING - I ABOVE I 655o Roosevelt Blvd. COnITRUCTION ADHESIVE- , NION111 �� _1____1-=____ -.---- ---. ----,. ___.________� I , =N = = MATCH SIZE, GRADE & IL-- = - - = = ==I VIZ -7 4 -_ 11 SEE TYPICAL WALL I � Jacksonville, FL 32244 I � UANTITY OF ALL 2nd ----- /_T LF7 -_ - - AT EXTERIOR DECKS� LEE ;ER �z 1-3/4" Width Pieces: I SECTION (A/STI) FOR----__,) FASTEN FLOOR i -6ioo TYPICAL INTERIOR BEARiNG WALL i --------+FQILR STUD COLUMNS w/ + /",[ I _+ � - I Nil,, - - SHALL MATCH JOIST DEPIH (MIN. z �, * Minimum of (2) rows of 1 2d (3-1/4") nails 0 12" a/c. � I , � � ADDITIONAL SPECS DECKING (PER A/811) (904)772 1 / SWB - ICE== 2x8) AND BE ATTACHED TO EACH Z , -114!') nails 0 12" a/c fc 14" & TO LATERAL BRACE W/ " BLOCKING IN FIER SYS. \ /� I 1 \ "I * Minimum of (3) rows of l2d (3 � I FL CoA No. 32137 INT. LQ6D=2EABM STUD LL SPE I , , if I F,� ,/�L , _�_� NAIL THROUGH A.P.A. RATED SHEA111. 16"o/c (MAX) VERT. FRAMING w/ - deeper. I I I 1 (4) 10d COMMON NAILS 11 I 1, AND w/ let FLR-UEVEL \\ //l/ -I . " INTO FRAMING W1 Eld AT 3- D.C. AT ALL � � EXCEPT AS NOTED ON STRUCTURAL PLAN(�) I �_� + STUD COLUMN U.N.O.. _',",r� - x X7dla. SDS-SCIREWS - .3' LONG IF I- - Nailed connections require an additional row of"Ttalls when nail size T -B ACE FASTENE 2x4 PLANK ORIENTED ALLOWABLE STUD ____ LATERALBRACES 0 24" EFFECMETPL - - � EDGES AND INTO EACH PLY OF EACH F �---,L is smaller than specified above (min. 0.128*X3"). WEB W/ .1310" aDVO I 0 �,!!. JF8T�j ---2x4 SG SPF STUDS & I I== ==I DIRECTLY ATTACHED TO FRAMING, ;�� _j � I O/C TOP AND BOTTOM. 2x4 DIAGONAL I � 1 J/ ==I DOUBLE INTERIOR PLATE, 12- O,C. En O/C. T -BRACE TO BE � BRACE 0 24' I I INTERMEDIATE FLOOR SYSTEM - lml� � I -D !!i I - Nall from BOTH SIDES of 3 -ply members I 10 TZ -1 11b 1 2I,,4 SPF STUDS @ 16 0 3-1/2" LONG IF ATTACH r � SAME SPECIES AND ; , FASTEN TO FLOOR TRUSS 5Z Z 1 2.6 A2 SPF STUDS 0 12"' 11 Y But I W __ h __ ELSEWHERE. THROUGH SHTN'G. - 3-1/2' Width PI 1 3 Width Piece& 10 GRADEAS WEBTO BE I \ W1 (3) 10d COMMON I I- I I'll, O/C, DIAGONAL � TO 21'-7" 2x6 J2 SYR STUDS 0 2" 0 ONLY. SEE PLAN, LAYOUT, OR I QUANTITY OF SCRE -I-,, * � -8 - /4" 1 I � TOE -NAILS. BRACES TO �_ 4F BRACE TO i 11 11 FOR OTHER UP FT HARDWARE AND I 1� * Minimum of (2) M4i_!7P'*2- bolts 0 24- ./c .1.q BRACED. SIZE OF MEMBER I ASSOC ATED DELEGATED ENGNERING FOR 11 11 2x STUDS lk I I AS SPECIFIED BY LISS \ EXTEND INTO FLOOR LATERAL BRACE 15 I CONNECTIONS, SEE TYPICAL WALL 1 2x8 LDGR, (6) &I ,_ et FLR TYPE, IZE & ORIENTATION OF MEMBERS, _LLjfA SECTION AND TYPICAL HEADER I 2xlO LDGR: (7) ;CRE <::� PER TABLE. . ,r ., I \ STUDS (OR BEAMS) w/ CS16 STRAPS BRACING, BLOCKING & INSTALLATION � FRAMING DETAIL � - 11 DESIGN ENGINEER IIN, I SYSTEM (1) BAY. - W1 (3) 10d ( DETAILS I I 20 �_-__ 4 11 11 , X, IX4). I LATERAL BRACE LOCA N COMMON NAILS � 1 (28" + DEPTH OF FLR SYS. IN LENGTH) - . f ' I /_ NOTE, �,�� ,�_ _, ! I ONBOTTOM CHORDTO 7-1 AT EACH END � (2)2x( ) HEAD AT DOUBLE INTERIOR #2 SYP LEDGER F TENED TO 16"o TRUSS -TO -LEDGER \ 1 ! MATCH BRACE LOCATIO ; 0 MAX. 32"o/c wl (11) 1Od/END. � AND SILL � I i CENTERED ON FLR SYS., TYPICAL, INT. MINIMUM WALL STUD � (TYP) 110 SECOND PLATE W1 (2) ROWS STUD- EXTEND TO STUMD 0 LAST TI 7 i ON TOP CHORD. � 11 - � & EXT. WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & I SPECIFIED I �,�' �' i I— \ I I I 12d COMMONS AT S" O.C. BY TRUSS � , , �'11 SILLS/PLATES/EILOCKING, NAIL FIRST (MAX) STUDS w/ .131N GUN NAILS 0 EA 11 _�, -, , , �_, "S' CONNECTOR - __�>` I '. � �, � * \ � 11, I ----.11 - ENGINEER. � I ; , , I , : �6 __. I - I � � 1 USING WOOD*Tie ANCHORING RODS PER SPACING - IL..!� 11 * - INTERMED ATE FLOOR TYPICAL, U.N.O. I SIDE PANEL HEIGHT TO ' ---� � I - '1__1 � SYSTEM I � -4 � DETAIL B/ST1 �\ I N I ; WIDTH REQUIREMENTS � MIjS5_LWff.B_, , =NETIDN SCHEDULE -(By* PER.,Iffi= " �� 'I I * [I � - �` 0-1 il I if , J ,�,__� PT 2x( ) #2 SYP SHOE PL.. I ?. � Oft) MIN. w _- T, ; .......... 2x6 WAS) NAILS 0 EACH MD. I 1_� � - I I , - I FASTEN EXT. WALL SHEATHING SPH4 6-8 @ ,:.I I rR 7# 0 I 11 CEILING LINE ,� TO TOP PL., SHOE PL & RIM or MAX 32"o/c 0 i 1, 7 2'- 1 " I >� TRUSS WEB REQUIRING BRACIN . I PL -TO -STUDS - NOT REQUIRE �E � :; � IRv# 777- 241 ..... 2x8 w/(8) NAILS 0 EACH STUD. I < ; - ;D \�6 12-- - __ �_l ` _< R I _ _ /", "" I � � � A , "' I , , 11 I I I/ . +` IT I/ F111 I �=_ I - I �_ I,--- _= r��' 5rt ,_ � __ .1 - _____ �� -��J- , TIO : � � I - _ , � _ � �� _ IS _ � _ � I �� , N I. � I _ ��, � .. Y I ,-- - _ I � _ I I __ _ _I __ 7 I, ,_ ,__ � 1�1 I �� I U�N I , � _ ,w I- � � � 1 . , _��Z . I. ! , , �, I_ - RIBBON wl PRESCRIBED -EDGE NAILING- D 2 � -8 1 2- 9 ECTION OF MULTIPLE PLYS( F �, � � 0 1 i T' 1' 1Rv,# 1242 EACH STUD `1 WH NCH, R�I�NG � : I 1 1 -4 � I - I ! - I � � 5" 5 2PI ; . � i , SIZE/SPACING. I I "_ , MS U,N.0. � / . I LEDGE DETAIL �t.ry ! I, RODS PER DETAIL B/ST1. �! - ST1 . :. i : 4 -2 1 2" . WITH 4" BRICK VENEER EXTERI . I 4 . : = i !! . . 'ALE NOT TO SCALE / � -, - _� Y7 � 7 FLOOR EDGE I I NOT TO S, - - I FINISH, ADD CORRUGATED GALV. . .. 1 1 I I . -_ I--------- ____ - I . I --- .---------- I -_ � BRICK TIES 0 24"O/c HORZ. & III � i i I i I RIBBON ON FLOOR TRUSSES NOT SHOWN � 16"o/c VERT. BRICK TES MUST 1/2"dia X 7" EMBEDMENT � _�__ &YAM 99NZMZ= , I ____ �- ROOF/FLOOR I FOR CLARITY.) I _ t . (1) HTT5 TO ATIR (TYP). HEIGHT-UMITED TRUSSES CAST -IN-PLACE "J" BOLTS OR APPLICATIONS MAY USE, I.L.O. EACH ROOF/FLOOR . � (2) #2 SPF 2x4 0 EA. CORNER � 41. BE FASTENED THRU SHTN'G TO / I I I HE THI SINGLE TRUSS 1/2"dia X 6" EMBEDMENT HTT5. (1) PHD6 OR (2) PHD2's. IF I I.L.O. 4x4 POST, (3) #2 SPF 2x,VS � �r- WALL STUDS. OX �l i 4________ -_ 0 CORNERS DIRECTLY BENEATH I I , SPECS. IF OVER let FLOOR BEAM I _� BEAM WHEN 6.6 IS REVD. EPDXIED ALL -THREAD RODS w/ FOOTING (SEE TYPICAL WALL SECTION) PHD2'9 ARE USED, MATCH HTT4 ATIR I BRACING NOTES, WALL SHEATHING PER TABLE , _,). � __ . � 2"x2"xl/8" WASHERS 0 24 o c. 2X4 #2 SPF LEDGER � 1. ALL DIAGONALAND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. 0 SEE SILL PL. SHEAR CONNECTOR STRAP TO BEAM w/ (3) CS16's (3ply I I HTT16 & 5/8"047-1/2" EMBED 2. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS i 4� I D POSTS REQUIRED). w/ (4) .131 X 3" TO EPDXIED ALL THREAD 0 EACH I 0. MONOLITHIC -STYLE FOUNDAT10N SCHEDULE ON S-SHEET(S) EN EACH INTERSECTING (3) .131 x3" _ g& ALTERNATIVE AS SHOWN ON DETAILS PRODUCED BY THE TRUSS ENGINEER. � � SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*rie RODS. SWB - SPECIAL SHEARWALL DETAIL EM - NAILS 0 EACH STRUCTURAL PLAN. 3. ALL FASTENERS SHOWN ARE .13lx3" NAIL& TiNUOUS LATERAL BRACE REQUIREMENT. Ik APPROVED FOUNDATION i NOT TO SCALE USE WHEN BOTTOM � TRUSS OR I I � 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CON i TYPES/STYLES. � � G CHORDS ON LEDGER TO � 1 5. REFER TO SCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. f 1� "*1 I DIFFERENT HEIGHTS BLOCKING. I . I i i I ON OPPOSITE SIDES �� ,---- -T I I I I r,,�, BEAM -STRAP PER N/ST1 LION � � L Od I -_ --- OF WALL. 1 1 _ 7/16- A.P.A. OR TECO RATED I � TYPICAL ONE- & TWO-STORY WALL DETAIL i -_ -_ -_ � t I i I SHEATHING W/ 6"/12"o/c Eld PERMANENT ROOF & FLOOR LATERAL BRACING ! G NOT TO SCALE I - - 2x4 #2 SPF BLOCKING 4 - (4) .13lx3' TOENAILS i I Ill NAILING - 4 SIDES I � (9 � _____ . .. . .------- - - � 5" < 24" O/C. REDUCE x I 0 EACH BLOCKING 1 I Ill I NOTTO SCALE 11 I ql* __ __ ______ __ � FROM EDGE OF - i TO TOP PLATE OF � , 0. I I I M 1-_� SHEATHING/1POST � SPACING TO 16" a/c FO R EXTERIOR WALL T.BEAM ABOVE I --- I I - I :�� I 1 SW2 AND 12` a/c FOR . --- - - ______ _____________._ I— - LOW -CARBON STEEL NUT FOR )rO ATR----\ - - � --I- ROOF SYSTEM - L � - I __ I SWl. I � , I ** WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 92 SYP OUTLO � � U _ � __ ___ I __ ------M I � I CONNECTED TO WALL I I I i R SEAT OF THE - OVERHANGS--< 16-, 0 2eo/c W1 10% ABOVE ROUND *FENDER" WASHER ABOVE ____� J I -, - I � I ! 0- 3"x3"x9/64' SLOTTED STEEL WASHER. . i LI PER STRUCTURAL W I T EXTERIOR WAL I � I TRUSS IS LESS THAN THE MINIMUM ON -CENTER (1) HIS GEACH OUTLOOKER TO TOP I � ROD TO BE POSITIONED SO THAT SQU , �j __ DETAILS. � � �, I ( i L_ :Ll I I �, 11 - S TYPE) I SPACING INDICATED FOR THE *X" -BRACING, A CHORD OF GABLE TRUSS OR END ! WASHER CAN BE TOTALLY SUPPO BY >1' I 11 I MIN. 7/16- THICK (24/16 SPAN INDEX) APA 11 OR I i I BUILT-UP OR BOXED COLUMN MAY DIE SINGLE *X" -BRACE AT THE PEAK MAY BE USED WALL TOP x i I . - - -�'TOP PL.. �, TECO -RATED WALL SHEATHING ATTACHED TO DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE I USED IN LIEU OF 4x4 OR 6xL AND THE OTHER (OFF-PEAK) "X" -BRACES MAY OVERHANGS 16t-> 2e, 0 16"o I 441 FRAMING MEMBERS & BLOCKING PER TABLE BELOW. I I 13E OM11TED AT THE CONTRACTOR'S DISCRETION. i TORQUE NUT ABOVE WASHER TO 30-35 BLOCK ALL UNSUPPORTED PANEL EDGES W/ YIN. 11 BOXED COLUMN DEJAIL I ** (2) H5 GEACH OUTLOOKER TO TOP _\ i �' � I - I EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. I (9 E - /c I _�, _� ___ � FOOT-POUNDS AT TIME OF INSTALLATION � 2x4 BLOCKING. I 1 I NOT TO.SCALE I FASTEN ALL ROOF SHEATH G CHORD OF CABLE TRUSS OR END FA : , - __ � �, " _ I (A I I TRUSS �LQCKING DETAIL I �_ IN 4!-G" OF GABLE U. TOP x .1 ..�,M ALL -ROOF SHEATHING U) 4-� , _� . lik \ FTER EPDXY CURES). I 2ply MIN. STUD END POST (PER I NOT TO SE ALE I `�Oo,�, � I 2x4 BLOCKING AT ALL ROOF � � .P. - �O '� STRUCTURAL PLAN) 0 EACH END 2FT I I I I TO ALL SUPPORTS w/8d 1% ALL SUPP . V __� EAR -WALL U.N.O.. SEE DETAM _ D S I I i 1, ''I ____�--V OIF WALL. ,NAILS 0 4!'o/c 2x #2 SYP BLKN'G BTWN NAILS 0!rokc I . .. -, , ,"� - :�7 1 i e ! � = - I , -, - - � I SHEATHING PANEL EDGES WITHIN To ' - ORTS ./ 811d � ,� 'd ,�� NAIL . , - � @ � CABLE 7t7 ________ I I � I J,OR ATTACHMENT OF POST F I __ - -i . . __ 1, �� OUTLOOKERS w/ .13lx3" ____ � - M ` *ATR MAXIMUM OUIT-OF-PLUMB - - - -r- _r �_ 1/2" WOOD*Pe � . '1V I �, � TOE -NAILS 0 Vale TO � T I � I - I OD U.N.O. T i --- 'EO�., (3) .131x3" ,rOE-NAILS TOP CHORD or TOP > -_ __ -- ___,___________________ ______ .----I------- - 04. TOLERANCE: X' PER FOOT OR 2* PER � I I" ' � < V. �, FLOOR LEVEL - WHICt - . 5-1/2- M�AX�R I i ! HEADER PER SMq P OUTLOOKER / DROPPED (-3-)r) TOP CHORD � -- ____ ---------.--.�---,-----,-------------------- __ , F__1 - WOOD*11. ROD I I I I . TURAL OCKING-TO-TR Z2x4 BLOCKING AT IL ROOF I , I �, I � --�- - �-, - , . � LISS TONAL OVEkERAMING CONSTRUCTION NOTES PROVIDE FULL -�, -1 I * I I KING -STUD ASSEMBLY 1 #2 SYP DBL PLAN OR TRUSS I AYQ IT � I SHEATHING PANEL EDGES WITHI SHEATHIN I I I /-- I � 0 at . 2x "L" OR "T" BRACING ON VERTICAL I � 4'-07 � OF GABLE WALL- li CONVEN __ � �_ G COVERAGE WOOD TIE ROD PER i i AT OPENINGS MAY SERVE TOP > -4 A � --- I WEBS AS SPEC'D BY TRUSS ENGINEER. I 1. if I ', I I I i I I P/ST1 ----, I AS END POSTS AT I .. 2) #2 S - ON MIN. ONE PLATE. I I I - - . ,� 2x i I I I - O/C ATTACHED TO RIDGE & VALLEY NAILER w/ (3) .13lx3" TOENAILS. � I NAILING INTO TOP PLATE ,I i SHEAR -WALL ENDS � F ; IJ I 0 BTM TO TO MIN. 2x4 #2 SPF 0 MAX. 24 -o/c w/ t (3) .13lx3- TOE-NALS 0 !I I RAFTERS - USE �k #2 SYP/$PF RAFTERS 0 24 _ w,f (3) .131xr NAIL.S .13lx3" NAILS 0 6"o/c FROM BRACING ' I OUTILUDKER-TO-TRUSS TC I I I VALLEY NAILER - UStVNE SIZE LARGER THAN RAFTERS AND ATTACH, F - ___ I I � I I 1, : (2)4 U's I I 11 . ., i I I �, L I I �� - W I I I ,TO ALL INTERSECTING TRUSS TOP CHORDS wl (4) .131x3" NAILS. i "I I . _, I I 11 I INSTALL IDBL 2x '�� [9011ILK , �(9)10d / -NAILS PER ENL^ I'll, TO WEB. ABSENT 0AC=0 �DIDDI CC - 1 �4 C.0 10I.n ,.I - I :! 1 PER A/STI. I � __ - - �A � i � � I I _'. I I I I T---::) I ,� , 1, 11 � I . k TIE OF SPEC(S) ON � , Lu Cn .1 I , I "�, I L ,, : _'," � i 11 ''I I � . � X YZ I i � : I , I I I �, 'DA, __ , �, ' BLOC IN � 2x 02 SYP L"APOILL 1Ur > A��tMULT 1�� - V/� kMMA PlICIVRI I = U -0 ). I I - -DOWN AT EACH � , IN � EACH END OF`E 11 TIRLIISS ENG� REFER 70 "Off. WALL L_U I � I i �� OLD I - 5�1 �* I I - SLOPE M IMIA7CH ROOF PITCH. RIDGE CRIPPLES - 2x4 #:�-SPF 0 2' O/C (MAX- HEIGHT = 6'-3"*). " ,I ! . ; OF SHEAR -WALL. PER 9*__� _-�'/ FIRST TWO STUD BEAM TO POST. V . STUIB _SGHM!�' I 11 - 2x4 f2f BRACING. EWA 0 PEM & SPACE , _-L QN�"STRUC - ,L I 11,�%,l I 11 11 I , L " ,_, "IlUIRALL L I I SHEAR � ASSOCIATED TABLE. I SPACES MATCH I -,- W. EXTEND X�. _ "L DRANNG�, USING WEB LENGTH/11HEIGHI - 2x SIUDS CONTINUOUS FROM *IF1 X4 IT -BRACE IS ATTAdHED TO CRIPPLE W/ .1 31 x3" NAILS 0 4* O/C (MAX HEIGHT = W-10"). I I INTERMEDIATE FLOOR INTERMEDIATE L 1 $__:� 1 _� I ADJACENT L "-WAY AS SHOWN BELO _ L' 11 I . I I I I . SYSTEM - APPLICABLE FASTENERS, PER OETAJ i 1� . . . ! � 11 , r� _-Z ISIIIAAW_`�,*N-`� I I I 11 I I 11� I LOW -CARBON STEEL '11 I 11 I A/STI TABLE� TYP. I ; .. C � _pqy��-�,i � 15NLI,��--, I WALL�AND , LLO. 5, HEIGHT. DOUBLE AND/bR SYSTEM TO UNDERSIDE OF DEIL TOP'> !OIF 2x4 T -BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS 0 4" O/C (MAX HEIGHT = ll' -2-). - � . 11 1, " _5V�_�, I , _,j"ARD'MIN. S', � FROM 'GABLE' I I TO MULTI -STORY I - - I I �� I I I 11 I - E�Ej FRAMING, PER BEAM ABOVE I'll, I'll I 11 COUPLER w/ MIN. I%` BUILDINGS ONLY. � -A - SIZE/GIR�DE/ � , � L I I 11� 11 2x14 VERT 0 MID�-POINT ./, (3) .I X I TRIPLE "L's/T's' AS REQUIRED TO ASSEMBLY ( . I X w 3 .1131x3" I ��, I 11 THREAD ENGAGEMENT k g - -,- -1 I 1 I _%2MMIXIIIIIIII1403= - Top ME* I 11 , *X",BRACINO. MIN. (3) EVENLY STRUCTURAL PLAN. I i I I L . ,.I� 11 NAILS FM E SIDE OF MAINTAIN MAX a/c SPACING WHEN FROM EACH WOOD-I'le 11 I'll, 11 I ,� SPECIIE�:�HFROM D BRACES PER GABLE END. TOE -NAILS TO EACH TRUSS TOP CHORD. I I STU EDILE. PMfTff PT #2 SYP 4x4 POST .X. WEBS EXCEED SPACING SHOWN ON ROD. (OPTIONAL, 0 -COLUMNS TALLER THAN 10' OR ENGINEERED RO LOCATE� AS REO`D) Ill INTERMEDIATE 'SHE FASTENERS, PER SILL > 1\ RIDGE - USE MIN. 2x8 #kSYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN CIVERFRAMED RAFTERS). ir I I MAX "X" BRACE SPACING: I! H I ATTACH CRIPPLES TO RAFTER OR RIDGE wl (3) .1310" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w/ (3) .1131x3" TOENAILS. I / � i PIE ffiff%F-TOP CHORD GABLE ROO I I a , , "' � 1/2" die. /I \_�(2) MSTA30 W/(24) I I Od I I , �, PITCH - 8' -O -o/. TRUSS OF TRUSSES QR = Cn � � THOSE SUPPORTING ENGINEERED I SHEAR CONNETOR SCHEDULE ON S-SHEET(S). I ,_ WOOD PRODUCT. USE PT #2 CONVENTIONAL RAFTERS/JOIST. I �_ - - I A307 THREADED STEEL RODS I-- _ _ _____ WO0D*TIe ROE NAILS NAILED TO PLATES I SYP SX6 POST. (U.N.O. ON 60 IA2 ' 312 PITCH - 6'-O"O/c 7/16- THICK (MIN.) APA- � 11 if NAIL RIDGE ENDS TO COMWON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END w/ (3) .1310' TOENAILS. U.N.O. AND BLOCKING ON INSIDE I " .1 SSES BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. (-ATR-) LOCATED AT TRDTN'L MTL CONNECTORS WOOD*Tie ANCHORING RODS I FACE OF LL STRUCTURAL PLAN) nr=1 __ --- TECO -RATED WALL SHEATHING. I L, . I SEE TRUSS DETAIL VALCO 11 VF1103 IN TRUSS INSTALLAT10N PACKAGE) FOR VISUAL PRESENTATION. 0 CORNERS, EACH SIDE OF EXTRA ROD REQ. FOR SHEAR -WALL HOLD DOWN IN � _____ ��_ rx"I - ___ MATCH NAIL SIZE/SPACING _____L�__ I � � 61, 1 � DEASITATBED FOR WALL BELOW I , , �� 0 1 OPENINGS LARGER THAN ADDITION TO ANY RODS USED FOR UPLIFT. � I � � � 1, __ - _/ , a LOCK ALL PANEL EDGES. I � ______________ ______ --- - I __ , *INDEX' SHEATHING 1/4' FROM I EDIATE I AND Wo/c (EXT. WALLS) or I Z 2x4 #2 SYP LATERAL BRACING ______ - - BOTTOM OF SHOE PLATE FOR SILL PLATE � I 1 71 � BALLOON FRAMED MATCH EDGE NAILING < ssee 4!o/c (INT. WALLS) I I I POST TO SLAB CONNECTION WITH I w/ (3) .13lx3" NAILS INTO EACH I MATCH EDGE NAILING -------I __ . ___ 2x4 - SYP *CATS*0 BEAM I ,--ABU44 OR ABU66 W/ (12) l6d i TRUSS BOTTOM CHORD*,TIMATCH ON ** BALLOON FRAMING MAY BE USED WITH PATTERN - 11_- 2x #2 SYP CONTINUOUS __ - -a/c ATTACHED TO I I IM ME* OF ABOVE & ATIR OR (1) HTT16 & ATR. I SPACING & LOCA ON OF / I BOTTOM CHORD OF GABLE TRUSS w/ EITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW (BEL � , FROM TOP > OF SPECIFIED SW (BEL 1 12 1 ADJACENT "X" BRACING. FRAMING. IN EITHER APPLICA I TOP " I' SHEAR -WALL TO AD, AT SHEATHIN TOP TOP >!S W/ (4) 12d � = __/ 1 (2) H2_5's, 1-15's OR EQ. TION, WALL , AT SHEATHIN JACENT, i ry UJ PosT/ELEAM = FRAMING MUST BE CONTINUOUS FROM THE CHORD OF INDICATED . PARALLEL TRUSS. ADD 131 1 CHORD OF INDICATED COMMON NAILS & � 2 � 2x STUDS CONTINUOUS FROM ____ 11 ATTACH BOTTOM CHORD OF GABLE � FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONN : x 3" NAILS FROM TRUSS BC i TRUSS CONNECTION. ATTACH TO EACH U_ r�, _ I FLOOR SYSTEM TO BOTTOM CHORD _> TRUSS TO TOP > ASSEMBLY w/ To. TO THE TO 2xAND FROM 2x TO ADJACENT TRUSS W/ � I � , __� I OF GABLE TRUSS. SEE .1 .13lx3' TOENAILS 0 6'o/c & EITHER UNDERSIDE OF THE OUTLOOKERS ABOVE. JE A , - TOP > - MATCH EDGE I ;) 10d COMMON ,,_�FASTEN STUD PLYS I I", GABLE TRUSS IS USED, IT MAI BE APPLIED TO 1 - 4r� 1 I ,� �,�/ - > I -1 I STRUCTURAL PLAN. MSTA12 STRAPS 0 48'o/c OR LTP4 I : NALING PATTERN FOR i )E -NAILS. TOGETHER PER DETAIL ___ ,, I - , , �A� / - � , , _ , / , � � � � �F , / ,� I /1" �FA�� , "",/_ ...- INSIDE OF THE WALL STUDS AND THE S.C. -WALL. 2x ,/ _ ��", ,� , ,/ , / �, I I SPECIFIED SHEAR � - -ST1. � , I " 11� � 1, �� i PLATES 0 32"o/c - i r _ - 1i N� ,�� 11 , `% , ch r � _/ /. D � � � �� " "� ,//\ /� I P ATFORM FRAMED � ATTACHED TO EACH STUD WITH (3) .131 X 3 U1IRT UATr�W OR EXCEED L / � 111/1, � 1\,/"�, 1,,� ��--V I - AND 'THE T.C. TO THE TOP PLATES w/ .131 X ENG. I L 1, FI A \:EGDHGT OF SHEAR -WALL � ENG. TTRUSS ENG. TRUSS _j I � I /11 I 11 i * � I 11 ,,�� i I ,,", �", � 11 , BOTTOM CHORD OF GABLE TRUSS MAY BE I , ,, 11, 3" 0 4"o/c IN (2) STAGGERED ROWS. " � -WALL - CONSTRUCT , i � . I STRUCT �/ E,�z��,/' � "--' . SHEAR I � , , FLAT, SLOPED, OR COMBINATION THEREOF. IN " PER SPECIFICATION. EITH I I \ \ � ,\��, , � IF let OUTLOOKER IS PER SPEC4FICATION. EITH . < 0- , , / , "' ** " I , " FOOTING (SEE _" 11 I I I � 1 - I , I � AU_ INSTANCES: VERTICAL WALL FRAMING HOU _� I > 32' FROM FASCIA � T 1 E OR BOTH SIDE(S) MAY BE I - ILLL 11 -1 ON PLAN FOR BE CONTINUOUS FROM FLOOR BELOW TO TOP I g�l i; � OF 2x NEED NOT BOARD, DOUBLE let SHEATHED. I I SHEATHED. .- - ; _�+ SIZE) I PLATES IMMEDIATELY ADJACENT, AND ', �it I BE FLUSH WITH EDGE Q:� 0 E " OUITLOOKER ONLY. - -F --I------ I CONNECTED TO, BOTTOM CHORD ABOVE. *- ��- , � OF TOP >. I , I THIS DETAIL PROVIDES AN A�ETERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A IN PLATE HEIGHT FRAMING DETAIL U.NO. f I SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM MA D M 0 I AN ENGINEERED TRUSS, AN4 MAY BE USEDDLLO. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED LLO. FRAMING THE NOT TO SC hLE G � I � SHEAR -WALL CONTINUOUS TD THE UNDERSI E OF THE HORIZONTAL SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL [-- ,GCHANGE NOT TO SCALE � TYPICAL GABLE -END FRAMING DETAIL - U.N.O. SHEATHING. THIS DETAIL ISAOT APPLICABLE EN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE MEN CONVENTIONAL Li- -,-I- 0 -------] I ROOF FRAMI I I __ __ ___ I—- - - NOT TO SCALE NG IS USED, � , I ROOF FRAMING IS USED, U ,V- Uj __ _____ _____ - I V FOR ADDITIONAL INFORMATION AND DETAILS SEE MUSS ENGINEERING i @ I OP*ION #1 I OPTION #2 V) ON CONSTRUCTING A GYPSUM CLN'G DETAILS FOR MAXIMUM a/c I ______ F DIAPHRAGM, REFER TO REPORT ICC ESR SPACING OF BRACING. I - EXTEND HEADER TO KING STUDS I INTERIOR SHEAR -WALLS RUNNING PARALLEL M TRUSS A13OVE � INTERIOR SHEAR -WALLS RUNNING PARALLEL TO 'TRUSS ABOVE D ,qld- I 0 koyj Ou I ie DE I I LQ CX I * - MIN. (15) Eld NAILS EACH EN SINAP. 1-338 & ESIR 1046 "GYPSUM BOARD - I� --- 4, --- -_ NOT TO SCALE I ALL UNDER -EAVES (SC FFIT) TO SEE H.I.B. '91 and BCSI 1 1 EXTEND ONE STUD TO TOP 0 ___t___ Qf ,V- 0 _j E5--- 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16- THICK APA OR TECO -RATED WALL INTERIOR & EXTERIOR APPUCATI FOR ADDITIONAL ENGINEERED I HEADER, INSTALL REMAINING STUDS I I MATCH EDGE NAILING I � BE EITHER VINYL SOFF1 WOOD TRUSS HANDLING, - --- I ROOF/rLOOR SHEATHING ==� ��M SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. I .. AS JACK STUDS AND STRAP EACH � - - - - - - - I PATTERN FOR U __ , , , � . �_ I 1 � 2 1 1 SW NAI -R I . I X , I I _ SPECIFIED SW (B .1 I - MATERIAL. RATED & IN TALLIED INSIPAJAR", - UNG I JACK TO HEADER ON UNSHEATHED 0 oo � o I 0 HEADER PER STRUCTURAL PLAN. - �� AT SHEATHIIN TOP I � � LICTIONS. BOTTOM CHORD OF TRUSS � I 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12�xlr ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. FOR THE APPLICABLE I ESIGN SIDE w/ (1) MSTA24 PER PLY. 7 I 2x #2 SPF BLOCKING. AS REQ'D FOR RADIUSED 3) TOP PL SPLICES IN SWI & SW2 DESIGNATED SHEAR -WALLS SHALL BE MIN. 48" LONG w/ MIN. (24) EVENLY -SPACED 10d NAILS. PRESSURES FOR THE S IECIFIC . . . . : , -a/c. -TOP � � � . . . CHORD OF NDICA i�� 16- W1 10d COMMON 0 3 PROVIDE FULL -DEPTH WINDOWS, w/ (2) .1310" TOE -NAILS PER END. I � 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED. ADD (2) MSTA24�9 (ONE EACH SIDE OF >) CENTERED ON - lx4 SYP CONTINUOUS BRACING r : :It - � � . . . . TRUSS CONNE ON. � MAX - THICK (MIN.) (24/16 BLOCKING BETWEEN JOIST/ - THICK WALL APPLICATION, M V I RCK . � SHEATHING OR STRUCTURAL HEADER, ADJACENT TO (MIN.) APA- OR TECO- RATED '__� w/ (2) 10d TO EACH TRUSS. ... . I .. , MIN. 7/16 EACH SPLICE. __� OR C FASTEN TOP PLATE HEADER t - - - - -1 I 7/16 � TRUSSES ABOVE let STORY , OR DO NOT SPLICE - OVERLAP I , ,� I - OR OF 8 TOP PL PER CALL 5) SECOND -FLOOR SHEAR -WALLS LOCATED ABOVE CWU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLO � � � ET -SIDING w/ (1) ROW 8 CON 1/3/2 1 To 'L, 0 , I UES, ATTACH S E SPH"_ NECTORS I SHEATHING w/ 6"/Vo, -� �1- !Q2) ROWS OF l6d 1A I � SPAN INDEX) APIA i SHEAR-WAUES, ATTACH If OUT ON STRUCTURAL 0 TOP PL -TO -HEADER 0 1 SHEAR -WALLS 'NTH MINIMUM ATR EMBEDMENTS (INTO UNTEL OR TIE -BEAM) INCREASED TO lr FOR 1/2-dia AND 15" FOR 5/9"dia RODS- 6d NAILING. BLOCK At I JOINTS MIN, (2) TRUSSES. J 0 c k. 1�). l�' I I TECO RATED WALL NAILS 0 3"o/c AT TOP OF X I- I -IF ENG. TRUSS � I SHEATHING TO BLOCKING SH N. MAX. 32�o/c. 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR -WALL. THE WALL MUST BE CONNECTED TO THE DIAPHRAM GES. ___ - EXTEND BRACING TO END OR SEE cALL-OUT I I � 1 I -1 16* MIN. FOR I STORY SHEATHING w/ 3"o/c Ed I W/ Bd NAILS 0 6"o/c AND TN -G (IN TO TOP >) AND AT _L_�Lt I � _ "_�. ABOVE. REFER TO DETAIL W/STI FOR OPTIONS.. I , RACED WALLS & ATTACH. ON STRUCTURAL 11 4 . � HEATHING i� NAILING. BLOCK ALL � BOTTOM OF SHTN-G (IN TO HUK .- . - a � C. � I A FASTEN SHEATHING TO HEADER W/ ,,�., 24" MIN. FOR 2 STORY ATTACH S UNSUPPORTED PANEL I BLOCKING TO TOP PLATE NO ADDITIONAL PL. -TO -H . I � - H -f ]� I AN AT SPE Id I w/ 0.131"x3" TOE NAILS 9 I � / / A MOISTURE PROTECTION AND TO CREATE OVERLAP ONTO DOUBLE SHEAR I THEREAFTER. SEE DETAIL I F/STI FOR USE AT ENDS OF I NAIL SPACING PLATE 0 TOP OF WALL SEE TABLE FOR SHEAR WALL SEGMENTS. I i PANEL FED OUTSIDE FACE OF SHEATHING TO APPROVED ! I TRADITIONAL WOOD*Tle RODS BE "FLUSH" W/ SLAB EDGE. I FASTENERS AND 12'-4" ]1-8 ,' N �jo ,3' ,(� 2-A,�.SW;81XI � NAILI WALL SEGMENTS >_15' LONG: � - SPACING. I (2) CSlt's ACROSS _ WALL SEGMENTS > - 2-2X6 I I - __ --- - - : I Vo/c 12�0/c SIMPSON *AT" (ACRYLIC TIE) R-- : 1�! I /� __ - Z (o FLOOR SYSTEM TO 15' LONG: NONE 2 -PART EPDXY, INSTALLED X�3 LU _Lj I/ FOUNDATION - -_ � � i 1 I � PER MANUFACTURER'S :2 _j MONOLITHIC -STYLE 6 < HEADER OR STUD COLUMN BELOW w/ 1st FLOOR HOLD-DOWN AT BASE REQ'D. WALL SEGMENTS e 15' LONG: (1) Y2"dia WOOD*Ti, ROD INSTRUCTIONS. 0 FOUNDATION SHOWN < Ed 3E �: 8-0/c I SW2 M j_- I FOR CLARITY, SEE :� :::i :� L_ SHEET ST2 FOR I (1) HTT4 OR (1) PHD2 107. ., � W 0 W TION O�,z F- APPROVED FOUNDA U) (1) X"dia I ENCLOSED I __ TYPES/STYUES. :E lrolc WOOD*Tie ROD < :::) � I I ____ I Q) I COL. BELOW W/ I st FLOOR HOLD-DOWN AT BASE � PARTIALLY ENCLOSED 11 IL i 8"O/c Swi MIN. 2* EDGE___j /I " SEE SILL PL SHEAR CONNECTOR SCHEDULE ON 12�o/c (1) HTT5 OR (1) PHD6 DISTANCE I S-SHEET(S) FOR SILL PL. -TO -FOUNDATION (1) %"dio WOOD*Tie ROD (MATCH HTT22 <11 ACHORAGE WHEN USING W00D*TIe RODS. � COL. BELOW w/ ist EMBED./EDGE DIST.) * . A cDrt-iri r, A TO nki C I BEAM I ,--ABU44 OR ABU66 W/ (12) l6d i TRUSS BOTTOM CHORD*,TIMATCH ON ** BALLOON FRAMING MAY BE USED WITH PATTERN - 11_- 2x #2 SYP CONTINUOUS __ - -a/c ATTACHED TO I I IM ME* OF ABOVE & ATIR OR (1) HTT16 & ATR. I SPACING & LOCA ON OF / I BOTTOM CHORD OF GABLE TRUSS w/ EITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW (BEL � , FROM TOP > OF SPECIFIED SW (BEL 1 12 1 ADJACENT "X" BRACING. FRAMING. IN EITHER APPLICA I TOP " I' SHEAR -WALL TO AD, AT SHEATHIN TOP TOP >!S W/ (4) 12d � = __/ 1 (2) H2_5's, 1-15's OR EQ. TION, WALL , AT SHEATHIN JACENT, i ry UJ PosT/ELEAM = FRAMING MUST BE CONTINUOUS FROM THE CHORD OF INDICATED . PARALLEL TRUSS. ADD 131 1 CHORD OF INDICATED COMMON NAILS & � 2 � 2x STUDS CONTINUOUS FROM ____ 11 ATTACH BOTTOM CHORD OF GABLE � FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONN : x 3" NAILS FROM TRUSS BC i TRUSS CONNECTION. ATTACH TO EACH U_ r�, _ I FLOOR SYSTEM TO BOTTOM CHORD _> TRUSS TO TOP > ASSEMBLY w/ To. TO THE TO 2xAND FROM 2x TO ADJACENT TRUSS W/ � I � , __� I OF GABLE TRUSS. SEE .1 .13lx3' TOENAILS 0 6'o/c & EITHER UNDERSIDE OF THE OUTLOOKERS ABOVE. JE A , - TOP > - MATCH EDGE I ;) 10d COMMON ,,_�FASTEN STUD PLYS I I", GABLE TRUSS IS USED, IT MAI BE APPLIED TO 1 - 4r� 1 I ,� �,�/ - > I -1 I STRUCTURAL PLAN. MSTA12 STRAPS 0 48'o/c OR LTP4 I : NALING PATTERN FOR i )E -NAILS. TOGETHER PER DETAIL ___ ,, I - , , �A� / - � , , _ , / , � � � � �F , / ,� I /1" �FA�� , "",/_ ...- INSIDE OF THE WALL STUDS AND THE S.C. -WALL. 2x ,/ _ ��", ,� , ,/ , / �, I I SPECIFIED SHEAR � - -ST1. � , I " 11� � 1, �� i PLATES 0 32"o/c - i r _ - 1i N� ,�� 11 , `% , ch r � _/ /. D � � � �� " "� ,//\ /� I P ATFORM FRAMED � ATTACHED TO EACH STUD WITH (3) .131 X 3 U1IRT UATr�W OR EXCEED L / � 111/1, � 1\,/"�, 1,,� ��--V I - AND 'THE T.C. TO THE TOP PLATES w/ .131 X ENG. I L 1, FI A \:EGDHGT OF SHEAR -WALL � ENG. TTRUSS ENG. TRUSS _j I � I /11 I 11 i * � I 11 ,,�� i I ,,", �", � 11 , BOTTOM CHORD OF GABLE TRUSS MAY BE I , ,, 11, 3" 0 4"o/c IN (2) STAGGERED ROWS. " � -WALL - CONSTRUCT , i � . I STRUCT �/ E,�z��,/' � "--' . SHEAR I � , , FLAT, SLOPED, OR COMBINATION THEREOF. IN " PER SPECIFICATION. EITH I I \ \ � ,\��, , � IF let OUTLOOKER IS PER SPEC4FICATION. EITH . < 0- , , / , "' ** " I , " FOOTING (SEE _" 11 I I I � 1 - I , I � AU_ INSTANCES: VERTICAL WALL FRAMING HOU _� I > 32' FROM FASCIA � T 1 E OR BOTH SIDE(S) MAY BE I - ILLL 11 -1 ON PLAN FOR BE CONTINUOUS FROM FLOOR BELOW TO TOP I g�l i; � OF 2x NEED NOT BOARD, DOUBLE let SHEATHED. I I SHEATHED. .- - ; _�+ SIZE) I PLATES IMMEDIATELY ADJACENT, AND ', �it I BE FLUSH WITH EDGE Q:� 0 E " OUITLOOKER ONLY. - -F --I------ I CONNECTED TO, BOTTOM CHORD ABOVE. *- ��- , � OF TOP >. I , I THIS DETAIL PROVIDES AN A�ETERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A IN PLATE HEIGHT FRAMING DETAIL U.NO. f I SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM MA D M 0 I AN ENGINEERED TRUSS, AN4 MAY BE USEDDLLO. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED LLO. FRAMING THE NOT TO SC hLE G � I � SHEAR -WALL CONTINUOUS TD THE UNDERSI E OF THE HORIZONTAL SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL [-- ,GCHANGE NOT TO SCALE � TYPICAL GABLE -END FRAMING DETAIL - U.N.O. SHEATHING. THIS DETAIL ISAOT APPLICABLE EN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE MEN CONVENTIONAL Li- -,-I- 0 -------] I ROOF FRAMI I I __ __ ___ I—- - - NOT TO SCALE NG IS USED, � , I ROOF FRAMING IS USED, U ,V- Uj __ _____ _____ - I V FOR ADDITIONAL INFORMATION AND DETAILS SEE MUSS ENGINEERING i @ I OP*ION #1 I OPTION #2 V) ON CONSTRUCTING A GYPSUM CLN'G DETAILS FOR MAXIMUM a/c I ______ F DIAPHRAGM, REFER TO REPORT ICC ESR SPACING OF BRACING. I - EXTEND HEADER TO KING STUDS I INTERIOR SHEAR -WALLS RUNNING PARALLEL M TRUSS A13OVE � INTERIOR SHEAR -WALLS RUNNING PARALLEL TO 'TRUSS ABOVE D ,qld- I 0 koyj Ou I ie DE I I LQ CX I * - MIN. (15) Eld NAILS EACH EN SINAP. 1-338 & ESIR 1046 "GYPSUM BOARD - I� --- 4, --- -_ NOT TO SCALE I ALL UNDER -EAVES (SC FFIT) TO SEE H.I.B. '91 and BCSI 1 1 EXTEND ONE STUD TO TOP 0 ___t___ Qf ,V- 0 _j E5--- 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16- THICK APA OR TECO -RATED WALL INTERIOR & EXTERIOR APPUCATI FOR ADDITIONAL ENGINEERED I HEADER, INSTALL REMAINING STUDS I I MATCH EDGE NAILING I � BE EITHER VINYL SOFF1 WOOD TRUSS HANDLING, - --- I ROOF/rLOOR SHEATHING ==� ��M SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. I .. AS JACK STUDS AND STRAP EACH � - - - - - - - I PATTERN FOR U __ , , , � . �_ I 1 � 2 1 1 SW NAI -R I . I X , I I _ SPECIFIED SW (B .1 I - MATERIAL. RATED & IN TALLIED INSIPAJAR", - UNG I JACK TO HEADER ON UNSHEATHED 0 oo � o I 0 HEADER PER STRUCTURAL PLAN. - �� AT SHEATHIIN TOP I � � LICTIONS. BOTTOM CHORD OF TRUSS � I 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12�xlr ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. FOR THE APPLICABLE I ESIGN SIDE w/ (1) MSTA24 PER PLY. 7 I 2x #2 SPF BLOCKING. AS REQ'D FOR RADIUSED 3) TOP PL SPLICES IN SWI & SW2 DESIGNATED SHEAR -WALLS SHALL BE MIN. 48" LONG w/ MIN. (24) EVENLY -SPACED 10d NAILS. PRESSURES FOR THE S IECIFIC . . . . : , -a/c. -TOP � � � . . . CHORD OF NDICA i�� 16- W1 10d COMMON 0 3 PROVIDE FULL -DEPTH WINDOWS, w/ (2) .1310" TOE -NAILS PER END. I � 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED. ADD (2) MSTA24�9 (ONE EACH SIDE OF >) CENTERED ON - lx4 SYP CONTINUOUS BRACING r : :It - � � . . . . TRUSS CONNE ON. � MAX - THICK (MIN.) (24/16 BLOCKING BETWEEN JOIST/ - THICK WALL APPLICATION, M V I RCK . � SHEATHING OR STRUCTURAL HEADER, ADJACENT TO (MIN.) APA- OR TECO- RATED '__� w/ (2) 10d TO EACH TRUSS. ... . I .. , MIN. 7/16 EACH SPLICE. __� OR C FASTEN TOP PLATE HEADER t - - - - -1 I 7/16 � TRUSSES ABOVE let STORY , OR DO NOT SPLICE - OVERLAP I , ,� I - OR OF 8 TOP PL PER CALL 5) SECOND -FLOOR SHEAR -WALLS LOCATED ABOVE CWU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLO � � � ET -SIDING w/ (1) ROW 8 CON 1/3/2 1 To 'L, 0 , I UES, ATTACH S E SPH"_ NECTORS I SHEATHING w/ 6"/Vo, -� �1- !Q2) ROWS OF l6d 1A I � SPAN INDEX) APIA i SHEAR-WAUES, ATTACH If OUT ON STRUCTURAL 0 TOP PL -TO -HEADER 0 1 SHEAR -WALLS 'NTH MINIMUM ATR EMBEDMENTS (INTO UNTEL OR TIE -BEAM) INCREASED TO lr FOR 1/2-dia AND 15" FOR 5/9"dia RODS- 6d NAILING. BLOCK At I JOINTS MIN, (2) TRUSSES. J 0 c k. 1�). l�' I I TECO RATED WALL NAILS 0 3"o/c AT TOP OF X I- I -IF ENG. TRUSS � I SHEATHING TO BLOCKING SH N. MAX. 32�o/c. 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR -WALL. THE WALL MUST BE CONNECTED TO THE DIAPHRAM GES. ___ - EXTEND BRACING TO END OR SEE cALL-OUT I I � 1 I -1 16* MIN. FOR I STORY SHEATHING w/ 3"o/c Ed I W/ Bd NAILS 0 6"o/c AND TN -G (IN TO TOP >) AND AT _L_�Lt I � _ "_�. ABOVE. REFER TO DETAIL W/STI FOR OPTIONS.. I , RACED WALLS & ATTACH. ON STRUCTURAL 11 4 . � HEATHING i� NAILING. BLOCK ALL � BOTTOM OF SHTN-G (IN TO HUK .- . - a � C. � I A FASTEN SHEATHING TO HEADER W/ ,,�., 24" MIN. FOR 2 STORY ATTACH S UNSUPPORTED PANEL I BLOCKING TO TOP PLATE NO ADDITIONAL PL. -TO -H . I � - H -f ]� I AN AT SPE Id I w/ 0.131"x3" TOE NAILS 9 I � / / A 8d COMMON HOLD-DOWNS - EACH END OF EACH SHEAR -WALL SEGMENT SHEAR -WALL NAIL SPACING Ist-FLOOR SHEAR -WALLS - 2nd -FLOOR SHEAR -WALLS DESIGNA11ON PANEL EDGES PANEL FED TRADITIONAL HARDWARE - WOOD -Tie TRADITIONAL WOOD*Tle RODS SW ______�________ 2-2X6 12'-4" ]1-8 ,' N �jo ,3' ,(� 2-A,�.SW;81XI � NAILI WALL SEGMENTS >_15' LONG: WALL SEGMENTS , (2) CSlt's ACROSS _ WALL SEGMENTS > - 2-2X6 ENCLOSED Vo/c 12�0/c NONE REQ'D. WALL 15' LONG: NONE FLOOR SYSTEM TO 15' LONG: NONE STRAP FOR A SQUARE /, I ,// , !� -_ � � i 1 I � SEGMENTS < 15',LONG: (1) HTT16 OR (1) PRD2 REO'D. WALL SEGMENTS < 15' LONG: (1) X"dia WOOD -Tie ROD HEADER OR STUD COLUMN BELOW w/ 1st FLOOR HOLD-DOWN AT BASE REQ'D. WALL SEGMENTS e 15' LONG: (1) Y2"dia WOOD*Ti, ROD PARTIALLY ENCLOSED 6"o/c 8-0/c I SW2 I I (1) HTT4 OR (1) PHD2 (1) X"dia (2) CS16'9 ACROSS (1) X"dia I ENCLOSED 4-0/c lrolc WOOD*Tie ROD FLOOR SYSTEM TO HEADER OR STUD WOOD -Tie ROD I ____ COL. BELOW W/ I st FLOOR HOLD-DOWN AT BASE � PARTIALLY ENCLOSED 4"O/c 8"O/c Swi ENCLOSED 3 -o/c - 12�o/c (1) HTT5 OR (1) PHD6 (1) %"die WOOD -Tie ROD (MATCH HTT22 EMEIED./EDGE DIST.) (3) CS1 6's* ACROSS FLOOR SYSTEM TO HEADER OR STUD (1) %"dio WOOD*Tie ROD (MATCH HTT22 w/ 3'x3"xr COL. BELOW w/ ist EMBED./EDGE DIST.) __ �ARTIALLY NCLOSED 3"O/C I � ,-./.] ROUND -H= FLOOR HOLD-DOWN AT BASE w/ 3"x3"xY4" ROUND -HOLE I - I I �AStLER BEAM I ,--ABU44 OR ABU66 W/ (12) l6d i TRUSS BOTTOM CHORD*,TIMATCH ON ** BALLOON FRAMING MAY BE USED WITH PATTERN - 11_- 2x #2 SYP CONTINUOUS __ - -a/c ATTACHED TO I I IM ME* OF ABOVE & ATIR OR (1) HTT16 & ATR. I SPACING & LOCA ON OF / I BOTTOM CHORD OF GABLE TRUSS w/ EITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW (BEL � , FROM TOP > OF SPECIFIED SW (BEL 1 12 1 ADJACENT "X" BRACING. FRAMING. IN EITHER APPLICA I TOP " I' SHEAR -WALL TO AD, AT SHEATHIN TOP TOP >!S W/ (4) 12d � = __/ 1 (2) H2_5's, 1-15's OR EQ. TION, WALL , AT SHEATHIN JACENT, i ry UJ PosT/ELEAM = FRAMING MUST BE CONTINUOUS FROM THE CHORD OF INDICATED . PARALLEL TRUSS. ADD 131 1 CHORD OF INDICATED COMMON NAILS & � 2 � 2x STUDS CONTINUOUS FROM ____ 11 ATTACH BOTTOM CHORD OF GABLE � FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONN : x 3" NAILS FROM TRUSS BC i TRUSS CONNECTION. ATTACH TO EACH U_ r�, _ I FLOOR SYSTEM TO BOTTOM CHORD _> TRUSS TO TOP > ASSEMBLY w/ To. TO THE TO 2xAND FROM 2x TO ADJACENT TRUSS W/ � I � , __� I OF GABLE TRUSS. SEE .1 .13lx3' TOENAILS 0 6'o/c & EITHER UNDERSIDE OF THE OUTLOOKERS ABOVE. JE A , - TOP > - MATCH EDGE I ;) 10d COMMON ,,_�FASTEN STUD PLYS I I", GABLE TRUSS IS USED, IT MAI BE APPLIED TO 1 - 4r� 1 I ,� �,�/ - > I -1 I STRUCTURAL PLAN. MSTA12 STRAPS 0 48'o/c OR LTP4 I : NALING PATTERN FOR i )E -NAILS. TOGETHER PER DETAIL ___ ,, I - , , �A� / - � , , _ , / , � � � � �F , / ,� I /1" �FA�� , "",/_ ...- INSIDE OF THE WALL STUDS AND THE S.C. -WALL. 2x ,/ _ ��", ,� , ,/ , / �, I I SPECIFIED SHEAR � - -ST1. � , I " 11� � 1, �� i PLATES 0 32"o/c - i r _ - 1i N� ,�� 11 , `% , ch r � _/ /. D � � � �� " "� ,//\ /� I P ATFORM FRAMED � ATTACHED TO EACH STUD WITH (3) .131 X 3 U1IRT UATr�W OR EXCEED L / � 111/1, � 1\,/"�, 1,,� ��--V I - AND 'THE T.C. TO THE TOP PLATES w/ .131 X ENG. I L 1, FI A \:EGDHGT OF SHEAR -WALL � ENG. TTRUSS ENG. TRUSS _j I � I /11 I 11 i * � I 11 ,,�� i I ,,", �", � 11 , BOTTOM CHORD OF GABLE TRUSS MAY BE I , ,, 11, 3" 0 4"o/c IN (2) STAGGERED ROWS. " � -WALL - CONSTRUCT , i � . I STRUCT �/ E,�z��,/' � "--' . SHEAR I � , , FLAT, SLOPED, OR COMBINATION THEREOF. IN " PER SPECIFICATION. EITH I I \ \ � ,\��, , � IF let OUTLOOKER IS PER SPEC4FICATION. EITH . < 0- , , / , "' ** " I , " FOOTING (SEE _" 11 I I I � 1 - I , I � AU_ INSTANCES: VERTICAL WALL FRAMING HOU _� I > 32' FROM FASCIA � T 1 E OR BOTH SIDE(S) MAY BE I - ILLL 11 -1 ON PLAN FOR BE CONTINUOUS FROM FLOOR BELOW TO TOP I g�l i; � OF 2x NEED NOT BOARD, DOUBLE let SHEATHED. I I SHEATHED. .- - ; _�+ SIZE) I PLATES IMMEDIATELY ADJACENT, AND ', �it I BE FLUSH WITH EDGE Q:� 0 E " OUITLOOKER ONLY. - -F --I------ I CONNECTED TO, BOTTOM CHORD ABOVE. *- ��- , � OF TOP >. I , I THIS DETAIL PROVIDES AN A�ETERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A IN PLATE HEIGHT FRAMING DETAIL U.NO. f I SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM MA D M 0 I AN ENGINEERED TRUSS, AN4 MAY BE USEDDLLO. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED LLO. FRAMING THE NOT TO SC hLE G � I � SHEAR -WALL CONTINUOUS TD THE UNDERSI E OF THE HORIZONTAL SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL [-- ,GCHANGE NOT TO SCALE � TYPICAL GABLE -END FRAMING DETAIL - U.N.O. SHEATHING. THIS DETAIL ISAOT APPLICABLE EN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE MEN CONVENTIONAL Li- -,-I- 0 -------] I ROOF FRAMI I I __ __ ___ I—- - - NOT TO SCALE NG IS USED, � , I ROOF FRAMING IS USED, U ,V- Uj __ _____ _____ - I V FOR ADDITIONAL INFORMATION AND DETAILS SEE MUSS ENGINEERING i @ I OP*ION #1 I OPTION #2 V) ON CONSTRUCTING A GYPSUM CLN'G DETAILS FOR MAXIMUM a/c I ______ F DIAPHRAGM, REFER TO REPORT ICC ESR SPACING OF BRACING. I - EXTEND HEADER TO KING STUDS I INTERIOR SHEAR -WALLS RUNNING PARALLEL M TRUSS A13OVE � INTERIOR SHEAR -WALLS RUNNING PARALLEL TO 'TRUSS ABOVE D ,qld- I 0 koyj Ou I ie DE I I LQ CX I * - MIN. (15) Eld NAILS EACH EN SINAP. 1-338 & ESIR 1046 "GYPSUM BOARD - I� --- 4, --- -_ NOT TO SCALE I ALL UNDER -EAVES (SC FFIT) TO SEE H.I.B. '91 and BCSI 1 1 EXTEND ONE STUD TO TOP 0 ___t___ Qf ,V- 0 _j E5--- 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16- THICK APA OR TECO -RATED WALL INTERIOR & EXTERIOR APPUCATI FOR ADDITIONAL ENGINEERED I HEADER, INSTALL REMAINING STUDS I I MATCH EDGE NAILING I � BE EITHER VINYL SOFF1 WOOD TRUSS HANDLING, - --- I ROOF/rLOOR SHEATHING ==� ��M SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. I .. AS JACK STUDS AND STRAP EACH � - - - - - - - I PATTERN FOR U __ , , , � . �_ I 1 � 2 1 1 SW NAI -R I . I X , I I _ SPECIFIED SW (B .1 I - MATERIAL. RATED & IN TALLIED INSIPAJAR", - UNG I JACK TO HEADER ON UNSHEATHED 0 oo � o I 0 HEADER PER STRUCTURAL PLAN. - �� AT SHEATHIIN TOP I � � LICTIONS. BOTTOM CHORD OF TRUSS � I 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12�xlr ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. FOR THE APPLICABLE I ESIGN SIDE w/ (1) MSTA24 PER PLY. 7 I 2x #2 SPF BLOCKING. AS REQ'D FOR RADIUSED 3) TOP PL SPLICES IN SWI & SW2 DESIGNATED SHEAR -WALLS SHALL BE MIN. 48" LONG w/ MIN. (24) EVENLY -SPACED 10d NAILS. PRESSURES FOR THE S IECIFIC . . . . : , -a/c. -TOP � � � . . . CHORD OF NDICA i�� 16- W1 10d COMMON 0 3 PROVIDE FULL -DEPTH WINDOWS, w/ (2) .1310" TOE -NAILS PER END. I � 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED. ADD (2) MSTA24�9 (ONE EACH SIDE OF >) CENTERED ON - lx4 SYP CONTINUOUS BRACING r : :It - � � . . . . TRUSS CONNE ON. � MAX - THICK (MIN.) (24/16 BLOCKING BETWEEN JOIST/ - THICK WALL APPLICATION, M V I RCK . � SHEATHING OR STRUCTURAL HEADER, ADJACENT TO (MIN.) APA- OR TECO- RATED '__� w/ (2) 10d TO EACH TRUSS. ... . I .. , MIN. 7/16 EACH SPLICE. __� OR C FASTEN TOP PLATE HEADER t - - - - -1 I 7/16 � TRUSSES ABOVE let STORY , OR DO NOT SPLICE - OVERLAP I , ,� I - OR OF 8 TOP PL PER CALL 5) SECOND -FLOOR SHEAR -WALLS LOCATED ABOVE CWU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLO � � � ET -SIDING w/ (1) ROW 8 CON 1/3/2 1 To 'L, 0 , I UES, ATTACH S E SPH"_ NECTORS I SHEATHING w/ 6"/Vo, -� �1- !Q2) ROWS OF l6d 1A I � SPAN INDEX) APIA i SHEAR-WAUES, ATTACH If OUT ON STRUCTURAL 0 TOP PL -TO -HEADER 0 1 SHEAR -WALLS 'NTH MINIMUM ATR EMBEDMENTS (INTO UNTEL OR TIE -BEAM) INCREASED TO lr FOR 1/2-dia AND 15" FOR 5/9"dia RODS- 6d NAILING. BLOCK At I JOINTS MIN, (2) TRUSSES. J 0 c k. 1�). l�' I I TECO RATED WALL NAILS 0 3"o/c AT TOP OF X I- I -IF ENG. TRUSS � I SHEATHING TO BLOCKING SH N. MAX. 32�o/c. 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR -WALL. THE WALL MUST BE CONNECTED TO THE DIAPHRAM GES. ___ - EXTEND BRACING TO END OR SEE cALL-OUT I I � 1 I -1 16* MIN. FOR I STORY SHEATHING w/ 3"o/c Ed I W/ Bd NAILS 0 6"o/c AND TN -G (IN TO TOP >) AND AT _L_�Lt I � _ "_�. ABOVE. REFER TO DETAIL W/STI FOR OPTIONS.. I , RACED WALLS & ATTACH. ON STRUCTURAL 11 4 . � HEATHING i� NAILING. BLOCK ALL � BOTTOM OF SHTN-G (IN TO HUK .- . - a � C. � I A FASTEN SHEATHING TO HEADER W/ ,,�., 24" MIN. FOR 2 STORY ATTACH S UNSUPPORTED PANEL I BLOCKING TO TOP PLATE NO ADDITIONAL PL. -TO -H . I � - H -f ]� I AN AT SPE Id I w/ 0.131"x3" TOE NAILS 9 I � / / A - / / / / / I - �, / ., I __ � I CONNECTION REQUIRED I A7 ENDS - - / / � / / "/ / ///�// / / / / / / / / / / / ., ///, / / K_ _8�4�7_71 - 7'-2" 6'-10" I rl: r- %--,; (_j Z- 0 N,T- Lij DESIGN RW OPENINIG. . COMMON 0 3*o/c, ; l TRUSS I (' .131.3" TOE- OR TYPICAL SHEAR-VTALL ASSEMBLY DETAIL SHOWN & 3"o/c INTO ALL FRAMING I ,I H ROWS. UPLIFTS X1,000#. FOR HIGHER 'I- 7"/7'o/c 5d COOLER I . - MEMEBERS (STUDS, BLOCKING, AND j.1. ji� ii I I ---, END -NAILS 0 KING -STUD ,---;I � � I I PER SPECIFICATION. UPLIFTS USE CONNECTIONS AS ------- U - I _ NOT TO SCALE 1� NAILS OR #6, 1-Y47 1 IECONTiNUOUS 13RACING IS SILLS) (TYP). I IF THE INDICATED I 1: \-SHEATHING BE ON OPPOSITE DOUBLE TOP > OF EAW - _____ .---- - � -TO HEADER. 2x6 HDR. I k ATTACH SHEATHING , To !! SPECIFIED ON STRUCTURAL PLAN. AILS, 2x8 & (�!) P THE � 1. .1.111 TOP � SIDE OF WALL OF BOTTOM `�' I --- \ � USE (6) N L_ --,-- \ DRYWALL SCREWS. A PLIED To 'THE BOTTOM OF I ". . I' I EMBEDDED STRAPS ARE � I >'S W/ Eld 11 ,I WALL I \ - Y 13E_,7 I I NOT PROPERLY COMMON 0 3"o/c. t CHORD NAdLER. S. USE (9) TRUSS BOTTOM CHORDS _ BOTTOM CHORD (AND, I --- / ' �ZWNDOW [HEAD - APPLICABLE ONLY \ \ r___ - _ GYPSUM CLN'G ,---' - � - - I INTERMEDIATE (NON CORNER) I"I CAST -IN-PLACE AT I SCALE N. T. S. �, � 2xlO HDR MA I I .131x2l" TOE- OR \\ NAILS, 2xl2 & ENG. � SUBSEQUENTLY, THE - 20 I � MEN WINDOW DOESN'T ATTACH (1) WOOD*Tie ROD ADJACENT TO BRACED BY EITHER METHOD - .. PORTAL FRAME DETAIL MATCH I I'll FOUNDATION POUR END -NAILS 0 KING -STUD WOOD HORS. USE (12) IS ATTACHED TO THE BRACING � TYPICAL SEE STRUCTUR �1 It, THEY MAY BE ' I � TO HEADER 2x6 HDR. USE DIRECTLY TO HEADER. SEE TABLE FOR NALS.. STUD POST IF PORCH BEAM IS THE CONTINUOUS lx4 BRACING RATHER THAN DIRECTLY TO THE / AL I I THIS DETAIL PROVIDES A ALTERNATIVE METHOD OF ATTACHING A TRUSS -TO-> CONNECTOR: 1-11, C (6) NAILS, * 2x8 & 2xlO SIZE & CONNECTION(S). \ N CONVEN71ONAL LUMBER (2A 2AO. I TOP PLATE MAY BE NOTCHED TO (SHOWN AT RIGHT) OR THE RIGID STUDS PER AX 11 - �1 FOR ADDITIONAL INFORMATION, � � REPLACED WITH HTT22's I SHEAR -WALL TO A HORI TAL (ROOF OR FLOOR) DIAPHRAGM VIA SEE TRUSS SCHEDULE FW I DATE 7.6.2016 ------ I STRUCTURAL PLAN. M 11, A 11 - I TRUSS) THE MAXIMUM a/c SPACING M EIG � � Idl L HORS. USE (9) NAILS, 2xl2 ____ 2xlZ ETC). (1) WOOIDOTIE ROD ALLOW PORCH BEAM TO BE LET IN TO � . . CEILING DIAPHRAGM (SHOWN AT ZH.E H T CONNECTORS, ETC. ** AN ENGINEERED TRUSS, D MAY BE USED I.L.O. FRAMING THE - \- (1) MSTA-SERIES STRAP OF THE BRACING IS 24". , � I— I � ! SHEAR -WALL CONTINUO TO THE UNDERSIDE OF THE HORIZONTAL TYPE (DTL A/STl) I & ENG. WOOD HORS. USE - - I + � STRAP TO HEADER ON - _ .::�_ �, .1. � �1 -1 SHEATHING. THIS DETAIL NOT APPLICABLE MEN CONVENTIONAL I I _______� J� � ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT (1) 2x4 #2 SPF I LEFT). 101-1 (12) NAILS.. 0 EACH JACK -STUD TO PORCH BEAM IS ENGINEERED LUMBER I POST IS ADDED TO EACH SIDE OF UNSHEATHED SIDE w/ I � � .1 FOR A PANEL SPLICE (If needed), "I ** EMBEDDED STRAPS I ROOF FRAMING IS USED. STUDS / SHEAR WAL JOB NO. - / - -v�- - - HEADER. 2x6 HDR. USE (LSL� LVL� PSL. ETC.) PORCH BEAM TO SUPPORT TOP >. IN I � (1) MSTA24 PER PLY. 11 PANEL EDGES SHALL BE BLOCKED, I "' MUST BE INSTALLED ./ I L �/_ INTER EDIATE WINDO I- 9-YESIUM CLN'G Q \\I- d ADDITIONAL PC. OF #4 APPUM 12* STRAPS� 2xEl & 2xlO I IAPHRAGM METHOD CONTINUOUS WOOD BRACING METHOD FRAMING PER PLAN � CABLE W/ DETj W HEAD ADDITION, (1) WO01D*T11e ROD SHOULD I � � ) I - � a 0MUR WITHIN 2e OF 1j 1:1,1 REBAR PER SIMPSON � OPTION #4 SQ.FT. j 14# j,. WOOD*Tie ANCHORING RODS, PER-/ HIED HORS. USE 1W STRAPS, MID -HEIGHT OF WALL ,111N . TRANSOM(S) ONLY. ! C 2xl2 & ENG. WOOD HDRS. , :� - ,� PORCH BEAM AND (1) MSTA24 SHOULD USED WITH 'PARTIALLY ENCLOSED" BUILDING TYPES) INDEX) APA- OR TECO -RATED �' , � ., 1 .1.1 .1� INSTRUCTIONS. - 0 TION #3 � . � . BE INSTALLED TO EACH SIDE OF 7,A6' THICK (MIN.) (24/16 SPAN- -_ - 3EE TABL;/ � (REQUIRES USE OF EXTERIOR -GRADE GYPSUM BOARD MEN DETAIL B/STI, EACH SIDE OF �1151\� .FOR SIZE & CONNECTION(S). . - _� � INTERIOR SHEAR -WALLS NNING PARALLEL TO TRUSS ABOVE INTERIOR OR EXTERIOR SHEAR -WALLS RUNNING . EACH OPENING, WITHIN 2" OF USE 24' STRAPS. ,� , BE ATTACHED TO (1) SIDE OF EACH I WALL SHEATHING. BLOCK ALL � I., _-�16- MIN. FOR 1 STORY .11 j PERPENDICULAR TO TRUSSES ABOVE W/ HEEL OR �// "N 4. JACK-/KING-STUID ASSEMBLY. ,� :� IOP > CENTERED ON THE JOINT. NSUPPORTED PANEL EDGES w/ �� /-, 242* MIN. FOR 2 STORY ... I % '. I 4, 9". -V - - _ JACK- & KING-STUD(S) W (1) SPH4-6-8 CONNECTOR '___� -1 i rP`� TYPICAL BOTTOM CHORD BRACING & SOFFITS DETAILS U 2x BLOCKING. HORIZONTAL � 1! :�.l STHD141U SHOWN ��' VERTICAL WEB 6" TO V-6'. 111� � %It E N' - - PER CALLOUT ON _. 0 SINGLE JACK -STUD TO . , '�, --, V, T1 'ROT TO -SCALE APPLICATION REWD w/ STUCCO 1/2" die. ANCHOR BOLTS i - 11 I A , .1 � . , �� _" I � . STRUCTURAL PLAN. HOE PL USE (1) LTT20B I PORCH BEAM MAY BE NO i ,-�� -,, i � - EXT. FINISH. MIN. EMBEDMENT & .4 APPLICATION NTH ,I, 0 DOUBLE JACK -STUDS TO � -,L 1 I 11 �i ,,,�- W/ 7" I� el , I er: PROVIDED ..".1--- - � . r 2.Xrollfi- WASHER (TYP). 1, -)J I I CURB WALL - ' FLOOR - . WINDOW SILL - SEE TA FOUNDATION. USE (1) THE TOTAL DEPTH OF 'THE 1 1 - - (2) STHD14 - �! PLACE SHEATHING . SIZE & . - M D D �i 3ply 2x( ) #2 SYP 2x4 RIBBON BOA D -� -,ONNECTION(S). HTT16 0 TRIPLE (OR MORE) BEAM IS > 9-1/4" UNLESS !, I STRAPS E14PEIN'ErO �� -� I I *EMBEDMENT LINE" :-, Ito . 116na n ineer. - . ! Z �, I FOUNDATION. �� AT BASE OF CURB , . i '___ U .. SHEATHING � INTERME IATE SHEAR I _---' PT SILL >. f. FOR FLOOR AND 1___� JACK STUDS TO NOTED ON THE STRUCTURAL !; I SE STHD14& .jI kt p -:M , FASTENERS. PER SILL PL WINDOW(S) AND Z r, I - � C . 1 15: * SHEAR CONNECTOR SCHEDULE __ OOR($) SHALL % 4 I � - 'I , ` WALL - krx �; I T I ATTACHMENT. OR >� ,__1' I 'TRUSS TOP CHORD ON S-SHEET(S). \1\1 __ � 'I ATTACHED TOill�_ 11 ---- 7 1 SHEET. . i I INTERMEDIATE . 1'� Y - ;B;LE �FO AROUND TOP PLATE � " _____ "U - 7 � _F + 1� I L I I . 1, TRUSS \ I HEEL/END VERTICAL - I l� If I I I 1� _�, TRUSS BEARING BEGIN 'EMBEDMENT" A BASE I � r, ! 1 ,,,� 1� . I APPROPIRAIE 11 I PER ,,� I , OF CURB U - � ,,,, - _" OF TRUSS . I I FRAMING MEMBERS if 11 7 1 � NAIL POST TO PORCH .. V, 1\ , � 1 ,--4- TYP. � , I HEADER W/ (1) ROW OF - I-- j 1 , �,� , / / . % ': I , � , , I REO'D PLACEMENT FOUNADTION PER STRUCTURAL PLAN. I . % �: � - __ - ----f-----:j NTH APPLICABLE I , I. � , .1310" NAILS 0 2" O/C. lo� WALL FRAMING 10d 0 Wo/c FROM CONT. Fnv % 1 � 11 I, I , '� ROOF SYSTEM 10 TIONAL (I.L.O. I _ n-1 . I- I 01 I , - IN ACCORDANCE I ' '' -f � 1� � .- I- � i , � � , Jim ,�oo"�, __� ____ . OF OP I I : I 2x4 TO 2x4 BLOCKING I -,,-, j � MANUFACTURIER'S L LK � ,; I I , __ I STHD14's) HTT22's , � � I L. L. I- I INSTRUCTIONS & ; .. i i I I jI i I I I I � �, I r I . � 1� : . I I DIRECTIONS. � � � I; � ; - - - - I 90 . PORTAL FRAME DETAIL I (9 i � � I � _ci < I : 1� - : I - . ...- j, i %, I �_ __ - _1 HORIZONTAL 2x4 SPF #2 1 � 1, t � __________1 I � I ; i I I --- --- , NOT TO SCALE I BLOCKING BTWN TRUSS I . , i ,_ 2x #2 SYP TOP > .. 131 x (9 I I �; ; I I � I I ROOF SHEATHING---, WOOD*Tie ANCHORING RODS TRADITIONAL METAL CONNECTORS PORCH BEAM SEE , . I I 1 I I I � (2) ROWS; OF; , :, i - - -.-- _�_ � I I SHEET I I 3 ! ; 1 1 PLA ,,VIEW OF CORNER 3" NAILS 0 6 a/c . � i CTDI IPM JDAI 'QUIP'CT I I �� I � � . I � 1\� �1 -..-., I .. __ i I _11� 1 EXTERIOR WAUL-OPENING HEADER OR SILL 130 MPH EXIOSU�E B. �__ ___ MEMB R REO'D 0. 2, OPT - __ MAXIMUM SPAN/OPENING FOP GIVEN WAL HEIGHT I __ � I CONNECTION REQUIRED I A7 ENDS - - __ __ 8' 7 ,v w I 2' 1-2X4 - - ___ =�19'� 5'-! " 5,_". 5_3" 5_0" 4'-10" 4-0 � 31 X 3" TOE NAILS ____ � ________ _2_-2_X_A_ K_ _8�4�7_71 - 7'-2" 6'-10" I rl: e_o�31 X 3" TOE NAILS - --..-.. __ 1-2X5 - _. __ - _8� I � I - 91, 7 1-5-1 � � , -, 7,-I ___ ,-O,!��I X 3' TOE NAILS ---A ______�________ 2-2X6 12'-4" ]1-8 ,' N �jo ,3' ,(� 2-A,�.SW;81XI � NAILI EXTERIOR WALI -OPENING HEADER OR SILL 130 MPH, Exp(.,",URE C EXTFRUR WALL -OPENING HEADER OR SILL 130 MPH, EXPOSURE IF - __.. MEMBER MAXIMUM SPAN/ PENING FOR GIVEN WALL HEIGHT CONIIIIFCTION REQUIRED RPOOD - AT ENDS Ito. "I SPI, Tyll� 8' I 9' 10' � 11' - 1 12' - ___ - '- O" ' "' 4-01F'iX 3" TOE NAILS 3 - g - 5: E i2_' ::':�: 774-i" _7'-11 - -2, - 21 - - - __ - - 5' - - 7' F_52 ' 6-0 17,1 X 3' IOE NAILS �� - 1 -2X6 ___ix _r, _I_�G 7'-2," � 6'--11' _�7_ __ __ - - __ -.--,-__.- - 6:- 2" 5�7" , 2" 6 - 0 1 ' 11 I X 3' TOE NAILS �'_ 7 _ - _ _ _LL__ - - , a - - -6- � , I � ,9'- 6` 7 -9" 1 7'- - I T3 A/Bdol ,-"' NAILS � ...-.--- . MINIMUM SIZE. ! ; i i I I I SEE STRUCTURAL PLAN. 7ECO-RATfD SfiEATHING wl I _ _____ I I i , I I I j � i � : � � � i I , I FOR STUD SIZE/SPACING � 6 -/6 -o/c Eld NAILING. BLOCK r__ HEEL END I I � I . � REQUIREMENTS. ALL UNSUPPORTED PANEL EDGES I �_ _N_ _W_ VERT] OF TRUSS � I � � i ., t t : I - � 2x CHIMNEY FRAMING � � � I t � ER\ w/ 2x BLOCKING. I : i : R i PORCH HEAD i � !� I I ; MEMBERS - SEE STUD I � k ; � STUD POST - NUMBER OF PLYS TO ----__�) 1 MIN. 7/16- THICK 6 SPAN . I � . : I , 2x SYP BLOCKING w/ .13lx3 I I TABLE FOR SIZE, SPECIES 2M C9 INDEX) APA OR TE RATED WALL i . � MATCH HEADER. STUD POST SIZE � � I � I I i; � I 1; I f:::::: NAILS 0 6*o/c TO TOP OF TOP I SHEATH CHIMNEY w/ 5/16" & MAX a/c SPACING - I It i I AND GRADE TO MATCH WALL STUDS . �L, . SHEATHING ATTACH TO FRAMING . I: � 1, , I 1 1 . USE OVERALL CHIMNEY I Ip _----- UNLESS NOTED OT14ERWSE ON > ASSEMBLY & TO TOP _/ i HARDIE W/ 6-/6- Eld OR I MEMBERS & ElL NG 0 ALL ir I I HEIGHT FOR > HEIGHT. I I I i ! , 4k �1 STRUCTURAL PLAN. CONNECT PLYS I � PORCH HEADER ASSEMBI. 1 7/16" APA RATED PLYWOOD , UNSUPPORTED P EL EDGES :,�� 1 : 1; , I I I 2 -ply 2x's AT CORNERS. 3i- jR - - R- � PER DETAIL D/STI. I ! w/ 6'�-12" a/c. 8d �m NAILING PER CAL TABLE ON � � --�-�,� 1. . 1! 1 1 EXTERIOR __ I I DETAIL F/STI OR OUT ON I - � � � . . I � . I I � "_�_ I ! , , -� I EXTFRUR WALL -OPENING HEADER OR SILL 130 MPH, EXPOSURE IF - MEMBER REQT, Nrl� "I. APF I 8' ___�__ I SPAN/OPENIWG FOR GIVEN WALL HEIGHT I 1 1 , 1 CONNECH N REGUIRED AT END I _, � �_ ___ 1 -_m ___ 4'-2" S-8` �'-- 4" -01, - �, ___ 2 --9' 4-0 131 X 3' TOE NAILS __ - - 2-2X4 ___ 6'-2" 5 -6" - �'-()" 4'-'-" 4'-S" 6 0,131 X 3" TOE NAILS - ___ 1-2X6 __ 6'-2" __ 5' - 61 " __ 4� 5'-o" -6- - 4T_ -2 __ x �' TOE NAILS -- - 2-2X6 ______ 8'-6" 7'-7" 6'- 1 O' C �- ,'-S" I -A35'S W7 -S, 2--A � ...-.--- . MINIMUM SIZE. ! ; i i I I I SEE STRUCTURAL PLAN. 7ECO-RATfD SfiEATHING wl I _ _____ I I i , I I I j � i � : � � � i I , I FOR STUD SIZE/SPACING � 6 -/6 -o/c Eld NAILING. BLOCK r__ HEEL END I I � I . � REQUIREMENTS. ALL UNSUPPORTED PANEL EDGES I �_ _N_ _W_ VERT] OF TRUSS � I � � i ., t t : I - � 2x CHIMNEY FRAMING � � � I t � ER\ w/ 2x BLOCKING. I : i : R i PORCH HEAD i � !� I I ; MEMBERS - SEE STUD I � k ; � STUD POST - NUMBER OF PLYS TO ----__�) 1 MIN. 7/16- THICK 6 SPAN . I � . : I , 2x SYP BLOCKING w/ .13lx3 I I TABLE FOR SIZE, SPECIES 2M C9 INDEX) APA OR TE RATED WALL i . � MATCH HEADER. STUD POST SIZE � � I � I I i; � I 1; I f:::::: NAILS 0 6*o/c TO TOP OF TOP I SHEATH CHIMNEY w/ 5/16" & MAX a/c SPACING - I It i I AND GRADE TO MATCH WALL STUDS . �L, . SHEATHING ATTACH TO FRAMING . I: � 1, , I 1 1 . USE OVERALL CHIMNEY I Ip _----- UNLESS NOTED OT14ERWSE ON > ASSEMBLY & TO TOP _/ i HARDIE W/ 6-/6- Eld OR I MEMBERS & ElL NG 0 ALL ir I I HEIGHT FOR > HEIGHT. I I I i ! , 4k �1 STRUCTURAL PLAN. CONNECT PLYS I � PORCH HEADER ASSEMBI. 1 7/16" APA RATED PLYWOOD , UNSUPPORTED P EL EDGES :,�� 1 : 1; , I I I 2 -ply 2x's AT CORNERS. 3i- jR - - R- � PER DETAIL D/STI. I ! w/ 6'�-12" a/c. 8d �m NAILING PER CAL TABLE ON � � --�-�,� 1. . 1! 1 1 EXTERIOR __ I I DETAIL F/STI OR OUT ON I - � � � . . I � . I I � "_�_ I ! , , -� I I Z , I , i� , : I � � �; I I I IF THE HOUSE IS TIED DOWN USING CONVENTIONAL STRAPPING, REFER TO THE 1 I I i - .." . I . � / I _7-1�_T/�--� \ - TOP VIEW (1) MTS12 OR (1) MSTA18 i STRUCTURA . I 11 � , �! : I; � :, � I I I STRUCTURAL SHEET AND DETAIL N/STl FOR I � . i /1" I/ I/ / / " / / /: / f� � , e I I < I . // / 2x4 #2 SYP BLOCKING BETWEEN TRUSSES BELOW CHIMNEY WALLS " " 1. / � / . / , I '2 2 If, 1 STRAP FOR A SQUARE /, I ,// , !� I I � .1 I� I � I :. i " I �< I I .1 I � � i 1 I � TION DETAILS. ! I I . , / � 'l IN LIEU OF WOO) BETTER PRESSURE PANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. // / // // I ,� / / w/ (4) .13lx3' TOE/END NAILS AT EACH END OF BLOCKING TO /I / / � / I I // x FF ] I I CHIMNEY & (2) HTS20-S OR (2) MSTA24!S FOR A RECTANGLE CHIMNEY 0 EA CORNER OF CHIMNEY TO I TRUSS- CONNECTOR- SEE TRUS SCHEDULE FOR I E (DTL A/STI) I � I " I �_ I r)DTinki r, AT CORNERS OF RECTANGULAR I ____ RAFTER MUSS TOP CHORD I STUDS SHEAR WALL (3) .131x3" NAILS TO EACH , TRUSS VERTICAL & 0 6 -o/c "-.13IX3' NAILS TO INTERMEDIATE BLOCKING. ADD STI (1) MSTA18 STRAP W/ (7) lOd/_END 0 EA. SPLICE (CONT. 2x4 MAYBE OMITTED IF (1) MSTA18 IS USED FROM- - � 3 of 4 BLOCK -TO BLOCK ACO" - ." - - - i TRUSS) ICE COP)' L DOUBLE TOP > OF WALL � ** IMC-" " C-- . I CHIMNEYS, USE 2X8 (I.L.O. 2x4) L__ OR 2x4 BLOCKING BELOW. i FRAMING SEE S RAL PLAN. It � - I L2SI - � IN I LHiuK OR EXTERIOR SHEAR -WALLS RUNNING NTH LONG AXIS (8' LENGTH) -1 I wl (8) NAILS/END (I.L.O. (4) = - I I PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24 -o/c TRUSS �� I . A NAILS). 9 - f .- - I i I 1� END -VERTICALS -OR- BLOCK . W/ 2x i I - PORCK BE AIL I TO SCALE G � . I � . , / - I 1_�_� - .." . I . � / I _7-1�_T/�--� c / - -/ - 1 NOT - I / / " , � , // I ?. " , I , Z /1" I/ I/ / / " / / /: / f� � , e I I < / / . // / � " " 1. / � / . / , I '2 2 If, 1 I r , / /, I ,// , !� , // � 7 11 1, . / - / ,io �- / . , / � 'l / / I // "I- / i� /, // / // // I ,� / / / " / / /I / / � / I I // x FF ] / , �- � i i � I I I I i I I I I I �_ f r)DTinki r, i (3) .131x3" NAILS TO EACH , TRUSS VERTICAL & 0 6 -o/c "-.13IX3' NAILS TO INTERMEDIATE BLOCKING. ADD STI (1) MSTA18 STRAP W/ (7) lOd/_END 0 EA. SPLICE (CONT. 2x4 MAYBE OMITTED IF (1) MSTA18 IS USED FROM- - � 3 of 4 BLOCK -TO BLOCK ACO" - ." - - - i TRUSS) ICE COP)' L DOUBLE TOP > OF WALL � ** IMC-" " C-- . I CHIMNEYS, USE 2X8 (I.L.O. 2x4) L__ OR 2x4 BLOCKING BELOW. i FRAMING SEE S RAL PLAN. It � - I L2SI - � IN I LHiuK OR EXTERIOR SHEAR -WALLS RUNNING NTH LONG AXIS (8' LENGTH) -1 I wl (8) NAILS/END (I.L.O. (4) = - I I PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24 -o/c TRUSS �� I . A NAILS). 9 - f .- - I i I 1� END -VERTICALS -OR- BLOCK . W/ 2x i TYPICAL OPENING FRAMING DETAIL - U.N.O. G I � PORCK BE AIL I TO SCALE G � PORCH CEILING SHEATHING DETAIL TO (9 TRUSS TOP CHORD OR RAFFER zi I Q L 'A Lu L_r1IM!SL T r MAMI!SU UL I /AlL. � (TYP) I NOT TO SCALE (t) � I i I j FRAMING TO PROVIDE MAX. 16 a/c , (0 Z:)t1tAK-yKALL bKAL;I!�G DETAILS SUPPORTS FOR SHEATHING. __ �� I NOTTO SCALE NOT fO SCAIIE I 1 NOT - I NOT SCALE i I 9 I - - I 'I __j �� I 11 I 2 If, 1 - � ___ - I � 9 , , - I - I I) SEE ST1 FOR VERTICAL WALL CONNECTION. #5 HORIZONTAL. 4 CONIC SLAB W 6X6X10/10 WWF SEE OVER 6 MIL VAPOR BARRIER OVER EE ST1 FOR VERTICAL WALL CONNECT ! CLEAN, WELL COMPACTED, TREATED FILL (TYP: VERTICAL REINFORCEMENT): 4" CONIC SLAB W/ 6X6X10�10 WWF MAY BE USED _______ _______ #5 DOWELS © CORNERS & 24"o/c jI #5 HORIZONTAL. OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDGE THEREAFTER - BEND #5 HORIZ. 6" FROM ENp I! CLEAN; WELL COMPACTED, TREATED FILL - ALL DOWELS @ TOP & BOTTOM, 48" MIN. OF VERTICALS: {TYP. VERTICAL REINFORCEMENT): #5 DOWELS SLOPE GRADE —I XE— __________ - i- 1 4 REBAR CONT. @HEADER COURSE EMBED MINIMUM 6" INTO FOOTING ®`CORNERS & INDIOATED o/c SPACING _z SLOPE > >- ! I- O # #5 HORIZ. 6" THEREAFTER - BEND ALL DOWELS @ TOP & og GRADE DIMENSIONS ARE I ! -" /48" INTO SLAB (GROUT ALL CELLS 72 FROM END OF ) BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. VERTICALS: - MIN. DISTANCES I II SOLID 72" INTO SLAB GROUT ALL C ` - _ 4" 1 STORY DIMENSIONS ARE 2�I z r�' CLEAN COMPACTED I 6., #5 VERTICALS - - - / (I L ELLS SOLID) -I I = III MIN. DISTANCE44 S -- ! --! ! 2 STORY @ 24 O/C T 00 • i • SAND FILL ! ** EMBEDDED STRAPS I � � • • . I ' - -- #fi VFRTICAI C Ca? n/c SPACING,'-_-- (TYP. HORIZONTAL --- -_ --- I - - _ - - - - - T a ° ° W/0 BRICK MUST BE INSTALLED w/ !HI -i _ ( (TYP. VERTICAL REINFORCEMENT): #4 DOWELS @ TO 12 COURSES: 24 o/c --- SLOPE OF ADDITIONAL PIECE OF 4 -- -- „ REINFORCEMENT): (2) I - -- ° 6" _I 1 # I, I- CORNERS & 48 o c THEREAFTER -BEND ALL - _ I ADD CLEAN FILL AND COMPACT 12 < 13-1/2 COURSES: 16 o/c -III I GRADE S �� REBAR PER SIMPSON ) (1111 i --III / W1.7(MW11) LONGITUDINAL --- 1 M LIFT$. - ----- ! ,' --i = 1(TYP.) 3 W/ BRICK ** -- DOWELS @ TOP & BOTTOM, EMBED MINIMUM 6" WIRES SPACED Q 16" O C. -- f ( 13 1/2 < 151 COURSES: 8"o/c II - 1 INSTRUCTIONS. III III II INTO FOOTING /12" INTO SLAB (GROUT ALL /----I-I- PROVIDE HORIZONTAL - -- !-� I I - 1 STORY FOOTING SIZE *MAX. STEM WALL HEIGHT: (5) CELLS SOLID) 11= 8" CMU; FILL ALL CELLS SOLID. --� _ ---- -- 1 STORY FOOTING SIZE REINFORCEMENT WITHIN 16" __ _--I 1 W% 3,000psi GROUT. - ! - --- - I ---! W/o BRICK 12" WIDE W/ (2)#4 OR '(2)#5 CONT. 8 COURSES. FOR WALLS > OF TOP AND BOTTOM OF I� _ W o BRICK 16"x10" W/ (2)#5 CONT'. OR 2 FILL AND COMPACT 1 W/ BRICK 20" WIDE (INCLUDING LEDGE) w/ (2)#5 OR (3) # (5) 8" COURSES HIGH USE W/ BRICK 20"x10" W/ (2)#5 CONT. OR (3) MASONRY STEM WALL I ---j ( (I a ' IN 12" (MAX.) LIFTS. II 2 STORY DETAIL 1A ST2 OR.'1B ST2 2 STORY 'III ==I LAP ALL REINF RCEMENT MINIMUM 40 I, W/O BRICK 16 WIDE W/ (2)#5 CONT. OR (3) #4 / / !I W BRICK 24" WIDE INCLUDING LEDGE w 3 s OR 4 DEPENDING ON WALL HEIGHT. W/O BRICK 20"x10" W/ (2)#5 CONT. OR (3) # 8" CMU, GROUT ALL CELLS (I #5 HORIZ. NEAR MID -HEIGHT. DIA ETERS AT ALL JOINTS.- _ ! / ( ) / ( )# ( ) # W/ BRICK 24'x10' W/ (3)#5 CONT. OR (4) #4 SOLID. MAX: (10) COURSES. II 1 TYPICAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL Il -- ;' ! ----III (TYP. HORIZONTAL I' ST2 ST2 NOT TO SCALE I ADD CLEAN FILL AND COMPACT - -- ! I #5 HORIZ. @ EACH NOT SCALE 717 _ ( -_ '— REINFORCEMENT): (2) 4th COURSE e IN 12" (MAX.) LIFTS. --- W1.7(MW11) LCNGITUDINAL I) --- -- STANDARD FOOTING SEE DETAIL BELOW WIRES SPACES @ 16" 0/C. ** EMBEDDED - --- - ----I PROVIDE HORI ON TAL j SEE STI FOR VERTICAL WALL CONNECTION. j ---i : REINFORCEMEI WITHIN 16" OF STRAPS MUST BE I- I a TOP AND BOTTOM OF INSTALLED w/ 5 1 MASONRY ST A ___ --- -1 12 d. X 24"w. / 5 1/2" WIDE CONC. SILL TOP AT MAIN * MAX. 2 COURSES -- --i ! --I ! -- ! --, EM WALL. ___ _ 2,500ps CONIC. ADDITIONAL PIECE SLAB LEVEL. TOP -TO -GARAGE FLOOR ABOVE SLAB LEVEL. SEE ST1 FOR VERTICAL -_ -° J _ --- _- FOOTING w/ (3) #5 REBAR EXCEPT: OF #4 REBAR PER WALL CONNECTION. —I a • I - I' VARIES; MAX`7 1/2" (HEIGHTS EXCEEDING 1 _ SIMPSON (1)#4 CONT IN SOLID GROUTED - ___I IAT --2--STORY WITH BRICK, USE 12"d -- ! _I ( -- 1 jX-30 w. w/ (4) #5• (i INSTRUCTIONS. ** WIDTH BY MORE THAN 2" REQ ADDITIONA . U -BLOCK COURSE I III J _ ANALYSIS} !---1-----I—I r I— : ---- 1 °.� J• !---- —I II 4" CONIC SLAB W/ 6x6x10/10 WWF ( TYPICAL SLAB ! c� OVER 6 MIL VAPOR BARRIER OVER _ - CLEAN, WELL COMPACTED, TREATED FILL TYP. VERT. 1III REINF.— 1 STORY FOOTING SIZE 1 o SLOPE _ ! — W/O BRICK 16"x10" W/ (2)#4 CONT. w m GRADE �m� ! --- - ! (_ --IIII W/ BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. w m:2 < 5 _, ILII I- ! I ! TYPICAL FOOTING SEE 1/ST2 FOR 2 STORY F- CLEAN COMPACTED ! 1 _ I - SIZE/REINFORCEMENT W/O BRICK 20"x,o W/ (3)#4 OR (2)#5 CONT. Ii Z m • • SAND FILL I = 1 ! ! I ! ! ! ! W/ BRICK 24"x10" W/ (4)#4 OR (3)#5 CONT. L1 11= I ! I I TYPICAL FOUNDATION II! 18 10<15 COURSES STEM WALL FOUNDATION FOR STEM WALLS WITH 10<15 COURSES & GW, GP, Ii IMENSIONS ARES !I=1 e W or SP SOILS to 30# PSF LATERAL LOAD IN. DISTANCES 6<10 COURSES STEM WALL FOUNDATION I, ST2 FOR STEM WALLS WITH 6<10 COURSES I • !! 2 FOUNDATION AT GARAGE 2 FOUNDATION AT GARAGE II ST2 NOT TO SCALE` ST2 NOT TO SCALE I 4" CONC SLAB W/ 6X6X10/10 WWF OVERLAP E,SLAB RECESS SLAB 3/4" FOR SLOPE 3/4" X 12"OVER 6 MIL VAPOR BARRIER OVER / THRESHOLD EXP. 'JOINT AT GARAGE DOOR 4" CONIC SLAB W/ 6X6X10/10 WI/VF ! CLEAN, WELL COMPACTED, TERMITE DEPTOUTSIDE FAC OF BLOCK) TREATED FILL 1-1 /2" II OOUTSDE STUD F 1 (FROM COVER LEAN, 6 WELL VCOMPACTED, IETERMI RECESS SLAB 3/4" FOR SGD 4" CONC SLAB W 6X6X10 10 WWF E / / TREATED FILL f I Ii 4" C INC SLAB W/ 6X6X1O/1O WWF - - OVER 6 MIL VAPOR BARRIER OVER OVER 6`,MIL VAPOR BARRIER OVER =- _ ---' CLEAN, WELL COMPACTED, TREATE FILL I' I CLEAN WELL COMPACTED, TREATED FILL - 1 -- = ! I= TYP. SLAB 1 __ _ ! I -! ! 15'x15' GRID, -__ 11" DEEPWHILECONCRETE it=111 !1 ! T— 1 11111 l l= r--------- -I -' IS WORKABLE (WITHIN 12 HRS OF, PLACEMENT) 11 I!I= — — — 1! POR I --_I TYPICAL FOOTING - SEE 1/ST2 FOR = I I _= 6 MIL VAPOR BARRIER I ._�-•- _ I-_-� ; III , REINFORCEMENT I CLEAN COMPACTED -- I I = ; I SIZE/REINFORCEMENT _ • . _--------,- =11 I_I=- --VIII I I L-- SAND FILL -IIII ! ! 1=! ! ! 1- -�-. ill. i1!- (I :. -- IiI ! .Ii! 2 4 CONT 112" �)#4 CONT. ( )# L- -- j TYPICAL FOUNDATION -III (- • • -_I - IIII- IIII' IIII. r I I IIII-i I1 -. 16" ! 1=1!I — -__ I _— 1 STORY I (• 1�1 ll!i1=11,111 II 20" a FOUNDATION AT s s SLOPED TURNED DOWN EDGE s CONTROL JOINT -FOR CRACK G 2 STORY I OUND ON S.G.D. FOUNDATION AT S.G.D. ST2 NOT TO SCALE CON ill 12 ) ST2 NOT TO SCALE ST2 NOT TO SCALE ST2 NOT To SCALE ( INTERIOR LOAD BEARING _ ST2 NOT TO SCALE 1 5 VERT @ EACH SIDE OF STEM WALL HEIGHT CHANGE I L1 �' I II II II I II II I u I I u I I L-______________ HOR ZO NTAL REBAR 24MI" PER ST2 N. 14 STEM ALL H IGH CHA GE ST2 NOT To SCALE UVLN b MIL VAF'UK IJAh<MtN UVtFC II I--111' -- ! — H - CLEAN, W LL COMPACTED, TREATED FILL' 1 II _71 TT -_� II _6 MIL VAPOR BARRIER 1 I L!I, _ I I . I1 I I:1:1.11— I1IIII—IIII— I! -- 5 = ! !i !III _�1)#4 CONT_ I-LkI -!!I! - IIII!IIIIILI I — 18 II --- -- — , III I --- --- _ I I = �I I -1 = TYPICAL FOOTING -SEE 1/ST2 1 = !III- 1 ! 1! ! ! 2 4 CONT III O# SIZE/REINFORCEMENT-- • II !III IIII IIII III! IIII 16� -1 =1!I I! - -- �! li TYPICAL FOUNDATION j =! ! IIII =1 I I =1 ! 1- 1 1 - ! =III 1 STORY) 20" I IIII--IIII . --III !I 11I �. 7 TURNED DOWN EDGE t0 LOAD BEARING STEP DOWN ' I 4 FOUNDATION AT DOOR SILL 4 FOUNDATION AT DOOR SILL , ST2 NOT ro SCALE ST2 NOTTO SCALE II ST2 NOT TO SCALE ST2 NOT TO SCALE I !i HEADER BLOCK OR FORMED & CAST @ STEP I DOWN 4„ CONC SLAB W/ 6X6X10/10 WWF II j (1)#5 x 2'-0" OVER OVER 6 MIL ,VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE 8"x8" CHASE IN l VARIES--- --------- TREATED FILL CONIC. BLOCK STEM - - _ .. �. WALL. -- SLOPE ---------- TYP. SLAB _.— 1 GROUT SOLID GRADE VARIES I = 1 (= !1 =III =L _ =i -------- �.. !IIII I J. I AROUND PIPE I I I III= =l i l l -IIII-IIII-! 11 ! II _ GROUT SOLID • CLEAN COMPACTED = = AROUND PIPE - TYPICAL FOOTING • - — =III! 111 5"11 SAND FILL -SEE 1 ST2- � /- I --i I -FOR SIZE/8" MIN. - DEEPEN - -- --REINFORCEMENTYPICAL FOOTING SEE l/ST2 ,...FOOTING @CHASE TYPICAL FOUNDATION -i ' FOR SIZE REINFORCEMENT : LOCATION AS REQ'D TO / PROVIDE PROPER -- (- • • , FOOTING DEPTH. _ iI III ' I NON LOAD BEARING STEP DON NOT TO SCALE ! (MAY BE USED AS SUNKEN SHO*ER DETAIL) s FOUNDATION W/ UTILITY CHASE s FOUNDATION W/ UTILITY CHASE j1 s LOAD BEARING STEP DOWN i ST2 NOT TO SCALE ST2 NOT TO SCALE ) ST2 II NOT TO SCALE0 [ STANDARD FOUNDATION DETAILSMONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS I I • I I! H THE ' WITH F � n . THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE oundat o Note. Woad vertical construction shown atop foundation details for cla ty. Wood, cmu, Icf or other structural vertical construction STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS acceptable — see ST1 for specifics. _ PDXIED ATR'l EXPANSION - I; TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL , HOLD-DOWN PER TOP OF SLAB JOIN TOP OF POOL - �fl I FOUNDATION DETAIL, CAST INTO PAD T STRUCTURAL PLANS >. DECKING ISI TYPICAL FOUNDATION \ I ; i/ ', j� FOOTING OR EPDXIED W/ MIN. 6" ! � v - EMBEDMENT, CENTER ;4" IN PAD I ;. <, (� SLOPE FTN G. PADS 36"x3 TYPICAL FOUNDATION \ / & L GER \ ' / ' 1 NTAL 5 S ---- \ , . ,\ \, \ IOR ZQ # ,s 20 - ! S ANDARD \ \ \ D \ II \: i \ \ \ » �-- �' - •GRADE ,- -�- -� - o ---�- -n---� � I I I I I i I-- I f_! I) <USE (3) #5 DOWELS. � , %,';, �, � ,; / ./ \/, / /.., / - 16 0/C. - z FOUNDATION \Z tl/\/ oo _ - TYPICAL FOUNDATION a =1111-IIII- CONT. -�- -- \. ,\.\\ \ \ \; _ SLOPE `, ; ; .. SEE DETAIL i/ % '/ /\` �,/\� \\/\ , BOOL TO _._ n _CLEAN COMPACTED _ - REBAR/, I __ I I I RA II ! ---CLEAN , , , , /\ -I I LI I Il r .. AND FILL �� \ \ \/ SLOPE GRADE 1. , T2\ , \\: \ ;\\ e \•� ! \\; \ \< DESIGNED O F --CLEAN COMPACTED G LADE (I it -IIII 4 VERTICAL / \ BY OTHERS. z ONT. REBAR II # I' i< '/<:!/ :�;/\ \/ �i///j//'i,/ • , oD SLOPE` - - REBAR PER \' \- �' AN ILL I ,., /,.../\\ wocFz¢ �S I�j _LI GRADE I ,. ,/ i \: \✓%;, /�,/ /�//\/i\/ TYPICAL , , , • i. ! // ✓ = a FOUNDATION o = a _ l - L - (- ° II as I- • a• a SEE STRUCTURAL = a � � �z � - • -Ir- - DETAIL_ / n CONT. i , I w i \ !I PLANS FOR PAD co � = w i- a II w� ! a REBAR 1 FOOTING SIZE, w OFFICEC P a SEE STRUCTURAL LOCATION -& a � 45 ! ° N a PLANS FOR PAD _ a REBAR SPECS PAD BASE FOOTING SIZE, ' �z SEE STRUCTURAL w a � a CLEAN COMPA PER STRUCTURAL PLAN LOCATION & =wc» PLANS FOR SIZE, o a r /,SAND FILL REBAR SPEC S. SECTION VIEW LOCATION & PAD BASE a 45 • 15 STEM WALL W� 45 CORNER DETAIL FA E IE SECTION VIEW ST2 A PAD BASE REBAR SPECS. PER STRUCTURAL PLAN- d "' ! �\\�\\� \'.\ ^. .. D °. e NOT TO SCALE PER STRUCTURAL'PLAN CLEAN COMPACTED SEE STRUCTURAL \i ./ \,,\`\\ �� . �..., PLANS FOR SIZE, �` "X\' \ \ , 1s PA FOOTING FOR ONO SLAB SAND FILL \\,\ DM G PAD BASE LOCATION & 1s FOUNDATION C�?-POOL /'\ \ \;'; PAD FOOTING FOR STEM WALL ; ST2 NOT TO SCALE e NOT TO SCALE PER STRUCTURAL PLAN REBAR SPEC S. ST2 NOT TO SCALE N FACE E t THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW, REV DESCRIPTION 1 - 2 — 3 — 4 — The CASTILLO Group M7 A Florida C—p-- Designers Engineers 655o Roosevelt Blvd. Jacksonville, FL 32244 (goo) 772-61-- _ FL CoA No. 3237 C Q LI O L O LL Q ryU F— �-�- U LLJ 0 J C) DESIGN RW DRAFT MEB CHECKED ' EAW SCALE N.T.S. DATE 7.6.2016 JOB NO. — SQ.FT. FT. �� 'ass I f i aCEN eMlynn Hol ler,, ; Pr nABE inee`r.� _ Li s N 6215' _ .. y L E., ek. d a9 B SHEET ST2 4 4 of