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118, 122, 126 OCEAN GATE DR - DRAWINGSCONTACTS PROJECT OWNER: BEACHES HABITAT FOR HUMANITY 797 MAYPO RT ROAD ATLANTIC BEACH, FL 32233 904-241-1222 ARCHITECT: JULIANNE N. OVERBY, RA 2452 PULLIAN STREET JACKSONVILLE BCH FL 32250 jnoverby@att.net 904-704-8628 ph 126 OC AN GATE DRIVE (UNIT'A) 122 OC AN GATE DRIVE (UNIT 'B') N 118 OC AN GATE DRIVE UNIT ' C ' Z ATL NTIC BEACH, FL 32233 TRIPLEX BUILDING TYPE -STUCCO a¢¢ 2 STORY, 3 BEDROOM ATTACHED SINGLE FAMILY HOUSES z z PERMIT SET DATE ISSUED: MAY 2, 2016 W U U U 000 AREA CALCULATION SUMMARY (D BUILDING ARE (UNIT 'A') BUILDING AREA (UNIT 1131) N FIRST FLOOR C: 584 SQ FT. FIRST FLOOR A/C: 667 SQ FT. SECOND FLOG A/C: 588 SQ FT. SECOND FLOOR A/C: 545 SQ FT. TOTAL A/C: 19172. SQ FT. TOTAL A/C: 13212 SQ FT. GARAGE: N/A GARAGE: N/A FRONT PATIO: 120 SQ FT. FRONT PATIO: 97 SQ FT. REAR PATIO: 48 SQ FT. REAR PATIO: 55 SQ FT. STORAGE: 18 SQ FT. STORAGE: 20 SQ FT. TOTAL UNDERROOF:,, 11365 SQ FT. TOTAL UNDER ROOF: 1,384 SQ FT. BUILDING ARE (UNIT ICI) FIRST FLOOR C: 584 SQ FT. SECOND FLOO A/C: 588 SQ FT. TOTAL A/C: 11172 SQ FT. GARAGE: N/A FRONT PATIO: 120 SQ FT. REAR PATIO: 48 SQ FT. STORAGE: 18 SQ FT. TOTAL UNDERROOF: 17365 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 AND ROOF PLAN A-104 ELECTRICAL LAYOUT PLANS A-200 EXTERIOR ELEVATIONS A-300 WALL SECTIONS AND D TAILS A-301 STAIR SECTION AND DE ;AILS FILE COPY RIME MR CO011m"mmell CITY CR ATLANTIC BAH SEE PERM FOR ADDITIONAL REEOWRI111MENTS AND t:�NI�TtO�at BUILDING CODE SUMMARY CODE JURISDICTION: DUVAL COUNTY FLORIDA BUILDING CODE- 5TH EDITION OCCUPANCY CLASSIFICATION: R: RESIDENTIAL CONSTRUCTION TYPE: TYPE V -B (WOOD FRAME) SPRINKLED: NO FIRE DISTRICT: NO ZONING: RMD-B ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM BUILDING HEIGHT OFTHIRTY FIVE FEET (351-011). BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 26'-3" BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-431' 0 ARCHITECT: Julianne N. Overby, R.A. 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 Q m U H N F Z Z Z www W W W 000 www a¢¢ z z z 444 W W W U U U 000 (D N CO N N r t"' T r M M N N M J LL 2 V Q W In U H Z Q J H Q PROJECT TYPE: TRIPLEX DATE ISSUED: MAY 2, 2016 REVISIONS: SHEET TITLE TITLE SHEET AND SITE PLAN SHEET NUMBER PERMIT SET WOOD FRAME CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION METHOD (F5C-8103.8) WEATHER RESITIVE BARRIER CUIRBJ APPLIED PRIOR TO THE WINDOW INSTALLATION. /� FLASHING APPLIED THE FACE OF THE MOIMTMG FLANGE. f""•� STEPS ©IN WATER SFRDDING FASHION. STARTING AT THE !SASE OF TIR IIIAI 1 4 WORKINS TOuIARID6 TWTOP, INSTALL TL -E UM TO THE FACE OF THE SHEATHING. APPLY 8ILL PLASHING /4MWb APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANCR TO WRAP E BOTH. JAM'M. APPLY A DISC4I NTHA" BEAD TO BOTTOM FLANGE LEAVING (z) 2• GAPS. SET WINDOW USING PAN WEAD BCS TO FACILITATE INSPECTION. APPLY JAMB FLASHING { APPLY BEAD OF SEALANT AT HEAD ® APPLY HEAD FLASHMG a=TPREVIO16L.Y APDL TAPE. ALLOWMG_EII40 TO LAY FLAT OVER HEAD FL.AWWA APPLY NEW SFEATHMG TAPE OVER DIAGONAL OR - SEE t SECTION A THROUGH WM0041 JAM �� NAA SEAL THE wmm FRAME TO OPENING. ?(!� GENERAL NOTES: ABBREVIATIONS: PRL-PUNGIRD OLES BLOTS. WITH ANY H 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT -TREATED PLYWOOD. AC AIRCONDITIONER APPLY CONT. SLAC. TO TW MOUNTING FLANGES AT PLAOWING 00 MNTWa FLANGE. AFF ABOVE FINISHED FLOOR Irl PLACE. flp_ASHING GOER Ov£R. SEALANT). ^-� BLOCKING NOTES: AHU AIR HANDLER UNIT 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 CH COUNTERTOP HEIGHT 2 BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. DR DOOR ' DW DISHWASHER STAIR NOTES: FLR FLOOR 3'-10" 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) HB HOSE BIB 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MIR MIRROR 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) MTL METAL 5. TOP OF HANDRAJL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS OHC OVERHEAD CABINETS MEASURED FROM NOSE OF TREAD. OPNG OPENING OPT OPTIONAL WINDOW SIZE NOTE: R&S CLOTHES ROD AND SHELF ----- 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH REF REFRIGERATOR FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND SD SMOKE DETECTOR 5.7SF OF THE SECOND FLOOR. SGD SLIDING GLASS DOOR SH (#) SHELVES (QUANTITY) GREAT ROOM UC UNDERCOUNTER 7 ' VOL VOLUME WC WATER CLOSET 6 WD WOOD WOOD FRAME CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION METHOD (F5C-8103.8) WEATHER RESITIVE BARRIER CUIRBJ APPLIED PRIOR TO THE WINDOW INSTALLATION. /� FLASHING APPLIED THE FACE OF THE MOIMTMG FLANGE. f""•� STEPS ©IN WATER SFRDDING FASHION. STARTING AT THE !SASE OF TIR IIIAI 1 4 WORKINS TOuIARID6 TWTOP, INSTALL TL -E UM TO THE FACE OF THE SHEATHING. APPLY 8ILL PLASHING /4MWb APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANCR TO WRAP E BOTH. JAM'M. APPLY A DISC4I NTHA" BEAD TO BOTTOM FLANGE LEAVING (z) 2• GAPS. SET WINDOW USING PAN WEAD BCS TO FACILITATE INSPECTION. APPLY JAMB FLASHING { APPLY BEAD OF SEALANT AT HEAD ® APPLY HEAD FLASHMG a=TPREVIO16L.Y APDL TAPE. ALLOWMG_EII40 TO LAY FLAT OVER HEAD FL.AWWA APPLY NEW SFEATHMG TAPE OVER DIAGONAL OR - SEE t SECTION A THROUGH WM0041 JAM �� NAA SEAL THE wmm FRAME TO OPENING. ?(!� APPLY A li" NOM DIA, TO THE BACKSIDE t1ldi lOR) OF THH WINDOW FLANGE. IN LINE— —' -" — — PRL-PUNGIRD OLES BLOTS. WITH ANY H _....�'— Q J} M5 FLASHING FLASHRNG�:._. SEALANT DE's BETWEEN APPLY CONT. SLAC. TO TW MOUNTING FLANGES AT PLAOWING 00 MNTWa FLANGE. TFE TOP !HEAD) AND SIDES fJAM881 OF WMDgU. EMlBED JAMB fLASWING INTO SEALANT ASND FAATETI 21-611 Irl PLACE. flp_ASHING GOER Ov£R. SEALANT). ^-� ® .. TT / T � HEAD FLASFING AT FEAR? £kTENDB I" / - \ BEYOND JAMD PLAGWWi / o SEALANT\HOAD FLASHING AGAMSTFTi.E PRKV GLIBLY APPL'EOVERSEEALANT). EXTEND HE GOES GOE ' / I FLASHING »LYOND SACH JAM FLASHING. FASTEN IN PLACE. / A ®JAMB FLASHING / ' I EXTEND JAMAS FL.ASHMG TO OVO4 -AP SILL FLAWW. TUCK TOP I / - OF JAMS FLASHWI UNDER TLR FLM OF WRA AT THE NEAR. SEE DIAGRAM. IQ I' \ \ ( / SEALANT BILL FLASHWa I SHIM AND ADJUST tLINIXW TO ACWEVEPL, AND LEVEL 0ONDMOK USE ION Stat1�RE, ®I REBE�PER STANT FASTENERS. FASTEN tWNDO1US © ONDOW MANUFACTURER BF£CiFICATIQN9. j I I WEATHER RESISTANT BSER -UMM JJ) fAT A 45 DEGREE ANGLE. "WR"Y GUT TFR BARRIER ON A DIAGONAL. GENTLY RAISE TWO TOP EDGE OF THE BARRIER UP AND TAPE TFW TOP CORIRi4b AND CENTER TO THE EXTERIOR UM SURFACE ABOVE. / INTERIOR VIEW / TOP LEFT CORNER OF WINDOW / NOTES: 1. la be !leo" sdkdM" type (min. 4' wide) sip panftshft 2, c Dw A b at I•est dqA of wh'dow, pleas r onb tees Of wrt T3. ih• pen sfiap dkaci weber b 3tle e>derior ower A — A pMe 4. kvftl tkdg arocxld rs Mk" wkldaw cwt 5. wr Atw resit w barrier b tam water ung klps sw no* 02 1 SILL PAN FLASHING r,fa NTS (ol2tiona 1) wap dmit" Prepared by 150,AF first Coast Chapter 9-i'1-2013 WH WATER HEATER rD A-200 11'-0" O 31_011 51_4" 001 PATIO 100 IM 1 O N Ct SEPARATION WALL 56'-6" 1( C A-200 16'-6" i 61.611 101-011 TRASH & A/C Me PATIO. 31-1011 2'-2" �� N (t -SEPARATION WALL im 201-019 11'-0" i i i1 00 r2 2' VAN ITY ch _ i I A-300 �' �, - -L UTILITY A-300 5'-4" 3'-0" BATHROOMS/ ,,f, cfl , 8 cLG. , 1 _ TRASH & A/C 13'-2" s� c=1 ';/11/21-511 n' i i TRASH & A/C - PATIO � - - _ __ Q0 3068 �JIE� z _ 0 �o (y) PRE=EAB M f �, / Mi OWE, 11d LOO 00 00 -j -j _ o IC R `" 0 e-% <D1 o U- o I ��-I-- UTILITY , � I ( ) N U- co 19tm ( 1 I = i UTILITY 8 6G �/I \ M � REF I d' I 04 0VU -1 / s' CEG. 1 \ 0CY) N (> CLO �T U REF �M d- / 61_011 l 2X5 WALL 0 , s CL , o l2XUB WALL 1 11 I ( REF I 1 11 - 9 -4 U 91-411 E A _ r N LO 00 qll $1_011 (� i = LO R FER �H R = Z o o - coCID ILO C:) N = S X711 I,d � Z� m M � I o 0 � 1= I � ch Q - 3711 811 EAR a 0 L m JU) a a LEA KITCHEN PAN11IRY I UKITCHEN 24"l o3'-2" \ 31-2'f - 068 $ cLG. I 8 CL . 8 CL068 KITCHEN O LU ° I 8'CLG.A I 1` O=I 'BATaBATHROOM I HRAO Mo UJ ° ° ° Ma r -j les' cLG. 8 CLG. /-'LO ( U I IC) _ I pI - 0>u- VAC ------- 1 \AlaI o o DW � p o0 2XIS WALL 1_ " 71_411 21_611 ' �• •. N J M ( _ -- 7'-8'r_1 ATO G GREAT ROOM VAR ES 8' CLG. ` 31_ 1 21.211 CD 10A LO C) 7 6 0 N o - aa 5 -411 21-611 -311 - �U HVJC � n � 2 � �0 ' 2'-6" 6'-0" 4'-2 3'-10" ATO G GREAT ROOM VAR ES 8' CLG. ` 31_ 1 21.211 CD 0 ;- � 2 -"-N 3: - CV � 1 C.4 a �r '' (0\ � �31 0 o d' 2852SH 2852SH N �n 1, T MPERE6 TEMPERED 1_211 1_011 31_211 61_811 10A LO C) 7 6 0 N o - aa 5 -411 21-611 -311 - �U HVJC � QO 2 � �0 ' 2'-6" 6'-0" 0 ;- � 2 -"-N 3: - CV � 1 C.4 a �r '' (0\ � �31 0 o d' 2852SH 2852SH N �n 1, T MPERE6 TEMPERED 1_211 1_011 31_211 61_811 C) 0 2 3 C° A-301 A 301 FRONT PORCH d- r -I r❑ -I rr ❑J L J L 11 -011 - 10-010 10 0 -El� 1 1_ 011 UNIT'A'ZI on FIRST FLOOR PLAN_ 10 1 i SCALE: 1/4" = 1'-0" 2852SH TEMPERED TI I31_211 FRONT PORCH A A-200 04 UJ 'qr Lo 2852SH 285 / M N w TEMPERED EMP RHED ( j / 111 v 1 61_811 31_211 I 41_011 I 61_21' / / M .D 41.011 I 21_811 LEI L J11-011 L 11-011 10'-0" 10'-0" r0 -I L 1 1_011 UNIT 'C' t at '_U I... m.anity BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 Q _1 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 0 Email: jnoverby@att.net 00 FL. AR -0017060 • FL. ID -4621 Q W r r r I'_F=IN= M Z Z z N M M = N `.. 10000 M 80 W W W T TT) 1 0IL D LU W W i— F= F— W A-2oa Q Q Q M CD (AD ( (a) z z z < 4 < z WLuLu (0) U U-� M 0 0 0 - Q i to N 00 N N r. N t � � PROJECT TYPE: TRIPLEX DATE ISSUED: MAY 2, 2016 REVISIONS: d - CV SHEET TITLE 0 1 FIRST CD FLOOR PLAN c� o GENERAL NOTES SHEET NUMBER F��� cc�r I A-101 PERMIT SET — — — — — — 1 1 21-611 71-4" 1-4tt-211 HVJC N� WH ' 2'-6" 6'-0" 4'-2 3'-10" 00 LU co M E H co w O 0 > LL N :) _ 7'-8' CLG. GREAT ROOM m ° ----- `O 8 8' CLG. ORAGE ' GREAT ROOM 7 ' VARIES 1- 6 8CLG. _ �y 21_211 1 011 Q V I 5 i LO 8 4 �ol I 7 ' ¢N I 3 0 k 6 - `'- I 2 5 EL 1 av � 4 i t Qp 0 I I 3 I 2 2 —LU1 /� - =w i _ co i 194- C) 0 2 3 C° A-301 A 301 FRONT PORCH d- r -I r❑ -I rr ❑J L J L 11 -011 - 10-010 10 0 -El� 1 1_ 011 UNIT'A'ZI on FIRST FLOOR PLAN_ 10 1 i SCALE: 1/4" = 1'-0" 2852SH TEMPERED TI I31_211 FRONT PORCH A A-200 04 UJ 'qr Lo 2852SH 285 / M N w TEMPERED EMP RHED ( j / 111 v 1 61_811 31_211 I 41_011 I 61_21' / / M .D 41.011 I 21_811 LEI L J11-011 L 11-011 10'-0" 10'-0" r0 -I L 1 1_011 UNIT 'C' t at '_U I... m.anity BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 Q _1 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 0 Email: jnoverby@att.net 00 FL. AR -0017060 • FL. ID -4621 Q W r r r I'_F=IN= M Z Z z N M M = N `.. 10000 M 80 W W W T TT) 1 0IL D LU W W i— F= F— W A-2oa Q Q Q M CD (AD ( (a) z z z < 4 < z WLuLu (0) U U-� M 0 0 0 - Q i to N 00 N N r. N t � � PROJECT TYPE: TRIPLEX DATE ISSUED: MAY 2, 2016 REVISIONS: d - CV SHEET TITLE 0 1 FIRST CD FLOOR PLAN c� o GENERAL NOTES SHEET NUMBER F��� cc�r I A-101 PERMIT SET GENERAL NOTES: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT -TREATED PLYWOOD. 2. BLOCKING NOTES: 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 BLOCKING TO BE LOCATED AT 3611(CENTERED) ABOVE FINISHED FLOOR. STAIR NOTES: 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) 3. LANDINGS MADE OF 2x8 @ 16 OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS MEASURED FROM NOSE OF TREAD WINDOW SIZE NOTE: 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND 5.7SF OF THE SECOND FLOOR. ABBREVIATIONS: AC AIRCONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT CH COUNTERTOP HEIGHT DR DOOR DW DISHWASHER FLR FLOOR HB HOSE BIB MC MEDICINE CABINET MIR MIRROR MTL METAL OHC OVERHEAD CABINETS OPNG OPENING OPT OPTIONAL R&S CLOTHES ROD AND SHELF REF REFRIGERATOR SD SMOKE DETECTOR SGD SLIDING GLASS DOOR SH (#) SHELVES (QUANTITY) UC UNDERCOUNTER VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER 0 M P:. 10 561-6" 20'-0" SEPARATION 16,-6„ SEPARATION 20'-011 WALL WALL r � i r 9'-10" 10'-2" 13'-8" 21-10" 10'-2" 9'-10" 61_611 71.011 I== 61.611 61.6" 31.611 61_611 'ipm 61_611 Z 101 71_011 61_611 Z 44000 D %#moo %*A�o co N CO N N r r r r 14 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH EGRESS EGRESS EGRESS EGRESS I f EGRESS EGRESS TEMPERED TEMPERED TEMPERED TEMPERED I i TEMPERED TEMPERED o o I -1 I � BE OQM w Cn WBEDROOM BEDROOM o BEDROOM #2 o I , BEDROOM #2 Cn W N w #3 8' CLG. C> U_ I #3 � CLG:- � a t#2 8' CLG. N w 8 CLG. m I 8' CLG. N w 41-011 4'-4" 3'-1011 3-1 011 /`�N 3 068 ��� 306 / _, 306 �� �oRi — — — �sC9 in ATTIC— R&S 'ACCESS I -- —� i - R&S N I&S N N w � � - - ---- -- w � 3068 �I � I ATTIC I - = I o ACCESS 1 cn I 00 -j — — -� - � _ ATTIC I I - - - 3068- - ACCESS 1 / ch 1-4" o O LO 1 1 1 3 \ - (� 31-411 41_011 21_011 61_411 _ � 4 /R � co 12 1 11 I 1 11 3 -10 -10 _ 61_811 2'-0" 31-1011 1011 T - 31-6" \ 15 � , i � 15 - � 14 = BATHROOM 11 �` CC),, ,,� BATHROOM 14 13 I o 8 CLG. I 10 _ -- — — ch - 9 I t. 8 CLG. _ CO I p I 13 12 N = N o 3068 m 8 \ N N 12 11 --I 10 I o o �=VERIFY _ - 7 cv 00 _j(,,, 6 1 VERIFY � o Oin �10 9 o0_ 9 I M m� o M I 5 TUB R.O. U) N �'- I (IL 8 'IQTHROOM m I `f' 4 ' 8 6 I 0 / 8' CLG. I 3 of , � 5 (� /� _ VERIFY o 2'-0" 3'-1011 \\ _ o, `� p ( 5 4 to ( o O TUB R.O. ! `�/vd- (Do I 4 _ 3 rr l a m N E0 _ qt I� 3 2 I LL IN I 2 3C" 3'-611 9'-10" 00 o CLOSET Ico I CLOSET � o MASTER Lis V MASTER I C I 8 CLG. Now -1 BEDROOM I Cn ( MASTER BEDROOM o N o 8 CLG. I Ca �' 8' CLG. co 000 _ BEDROOM 8' cLG. LO 0° I L — — — — — 3052SH 3052SH I j o O to LL 8'CLG. 3052SH 3052S ---- -- -� R&S TEMPERED TEMPERED i I I °0 i TEMPERED TEMPE D R&S ri 6'-811 EGRESS WINDOW EGRESS WINDOW 6'-8" lidI 3052SH 3052SH TEMPERED TEMPERED 2X6 WALL p 2X6 WALL N EGRESS WINDOW 10'-0" 3'-6" 61- 6'-6" 3'-6" 6'-6" 6'-6" 3'-6" 10'-0" 20'-011 16-6" 20'-011 ri_"� SECOND A-102 SCALE: 1/4" = 1'-0" I INIT 'A' UNIT'C' 01 0 =w �w Flli.E CC".�' 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 -001 7060 • FL. ID -4621 000N%% Q 00awft% m 000M% IMM I== H IMM IMM IMM Z z Z 44000 D %#moo %*A�o W W W IMM I== H 444 W W coo 0 0 W W W IMM I== H 444 W W 0 0 0 Z Z Z aaa W W W (a) (a) (a) 000 co N CO N N r r r r M M N N: M J LL x U a W m (a) PROJECT TYPE: TRIPLEX DATE ISSUED: MAY 2, 2016 REVISIONS: SHEET TITLE SECOND FLOOR PLAN SHEET NUMBER A-1 02 PERMIT SET FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16" OSB OVER (PROVIDE ADDITIONAL 15# FELT LAYER @ 2:12 SLOPE ROOF) PRE-ENGINEERED ROOF TRUSSES - SEE STRUCTURAL INSULATION BAFFLES BETWEEN EACH TRUSS HURRICANE CLIP @ EACH TRUSS - SEE STRUCTURAL DRAWINGS IRE BLOCKING BETWEEN TRUSSES WITH 2 INCH NOMINAL LUMBER FROM TOPE PLATE TO UNDERSIDE = ROOF DECKING. SLOPE CUT THE TOP OF THE BLOCKING TO MATCH' -IE ROOF SLOPE. SEAL VOIDS AND VETRATIONS WITH FIRE CAULK AS REQUIRED BY CODE. (2) 2x PLATES - SEE STRUCTURAL METAL DRIP EDGE OVER METAL WRAPPED 2x6 FASCIA VENTED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. VINYL "F" CHANNEL R-19 BATT INSULATION HURRICANE ROD SYSTEM SEE STRUCTURAL DRAWINGS ROOF SLOPE 12 VARIES SEE ROOF � PLAN A SOFFIT DETAIL. A-103 SCALE. 3/4" _ '-0' I I I I � L i IMETAL ROOF cvI I BELOW 17I1 I NO PENETRATIONS I WITHIN 4'-0" OF THE 2 HR. FIREWALL I � I I 12 wz 4 > w Ow � 0 FIBERGLASS U � ASPHALT SHINGLES ------ _------- - - - - - - R-30 MIN. BLOWN -IN INSULATION 1/2" GYPSUM WALL BOARD. MUD AND TAPE ALL JOINTS AND FASTENER HOLES. SAND ALL SURFACES FLUSH. CtSEPARATION (t- SEPARATION WALL I I WALL 11'-2" FIBERGLASS 11'-0" i" ASPHALT SHINGLES BELOW v 12 12 �METAL ROOF 3 3 BELOW NO PENETRATIONS � WITHIN 4'-0" OF THE � 2 HR. FIREWALL � N 41.011'//1 / 41.011 FIBERGLASS ASPHALT SHINGLES 48" OFF RIDGE VENT RIDGE / o \ 12 12 N METAL ROOF i METAL ROOF c� � BELOW 7 V � M v � METAL ROOF) N — — — — —BELOW UNIT 'A' (`_2 ROOF PLAN -103 SCALE: 1/4" = 1'-0" zw wU_ w o _oma. 12 4 FIBERGLASS fASPHALT SHINGLES METAL ROOF-/ f v BLOW UNIT'C' 0 CV M go SLAB NOTES: 1. DRAWING ELEVATIONS BASED ON TOP OF GROUND FINISHED FLOOR SLAB DATUM EL. U-0". SEE PLANS FOR SURVEYED NORTH AMERICAN VERTICAL DATUM FINISHED FLOOR ELEVATIONS. 2. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 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) 4. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB @ ALL LOCATIONS. 5. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE CONDITIONS. 6. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS) CtSEPARATION WALL I 201_0" 1 16'-611 211 161_5Y211 91_011 81-1 1 Y211 Y211 LEGEND: 77-4" INDICATES A STEP-DOWN OR RECESS IN i, CONCRETE SLAB W/ MINIMUM DISTANCE DENOTED INDICATES SLOPED CONCRETE SLAB @ 1/8" SLOPE' PER FOOT MIN NOTE: ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. CtSEPARATION WALL f I 20'-0,1 Y211 11'-0" 7 le 10'-11 Y2" )/2 CO I o I I \ I I o i I � I I \\ I I � I - I I I- - -- C.0� I \ I r � �I I CV 04 I ix co SLOPE `o I I O` I I M SLOPE wl I Ov to, I I tea\ I I I I pJ �p I I I -•7 \ I I I � ���3�- I I o�w 2ON I JV k; I'I \ I'I max,, f I �Q moo�4" I �X�77 I Qui `T I I I O� I I>(I I I I I IkI I V� I I f I I I I III III I I I I f I I I I'I f'I I I I I +01_011 I I I +01_011 I I I +01_011 I f I I FINISHED I I FINISHED I I FINISHED f I FLOOR I I FLOOR I I FLOOR I I NAVD FFE = 14.66 I I NAVD FFE = 14.66 ! I NAVD FFE = 14.66 I I I _ I I'I I'I I I ISI III I I I I I I I III III I ----- ---------------) I I--------- ------ -----_j I I 1 11 M 04 04 a O `'' O —� � i w � , El 1:1 )/2" EXPANSION MT. o �2" EXPANSION MT. El _0l_4►1 D ❑ 191-1111 161_511 191_1111 1" EXPANSION MT. 1" EXPANSION MT. UNIT'A' UNIT'B' UNIT'C' ri_ FOUNDATION PLAN. A-103 SCALE: 1/4" = V-0" 0 ARCHITECT: N. Overby,Julianne RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Fullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR4)017060 . FL. ID -4621 C) Q m V 00 H H H M z z z N N D D D CV) > > > Um w w w LLJ J ococ�= 000c� a aaa zzz� WWW Q U (a) 0 0 0 0' o cflNcoa M N N r r r r PROJECT TYPE: TRIPLEX DATE ISSUED: MAY 2, 2016 REVISIONS: SHEET TITLE FOUNDATION AND 0 ROOF PLAN -1 SHEET NUMBER 0 M A-1 03 PERMIT ' SET o 91.011 , 00 I 13'-5" II 0- I I I Y211 8'-11Y2�' w I I N N I 11'-0" 7 le 10'-11 Y2" )/2 CO I o I I \ I I o i I � I I \\ I I � I - I I I- - -- C.0� I \ I r � �I I CV 04 I ix co SLOPE `o I I O` I I M SLOPE wl I Ov to, I I tea\ I I I I pJ �p I I I -•7 \ I I I � ���3�- I I o�w 2ON I JV k; I'I \ I'I max,, f I �Q moo�4" I �X�77 I Qui `T I I I O� I I>(I I I I I IkI I V� I I f I I I I III III I I I I f I I I I'I f'I I I I I +01_011 I I I +01_011 I I I +01_011 I f I I FINISHED I I FINISHED I I FINISHED f I FLOOR I I FLOOR I I FLOOR I I NAVD FFE = 14.66 I I NAVD FFE = 14.66 ! I NAVD FFE = 14.66 I I I _ I I'I I'I I I ISI III I I I I I I I III III I ----- ---------------) I I--------- ------ -----_j I I 1 11 M 04 04 a O `'' O —� � i w � , El 1:1 )/2" EXPANSION MT. o �2" EXPANSION MT. El _0l_4►1 D ❑ 191-1111 161_511 191_1111 1" EXPANSION MT. 1" EXPANSION MT. UNIT'A' UNIT'B' UNIT'C' ri_ FOUNDATION PLAN. A-103 SCALE: 1/4" = V-0" 0 ARCHITECT: N. Overby,Julianne RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Fullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR4)017060 . FL. ID -4621 C) Q m V 00 H H H M z z z N N D D D CV) > > > Um w w w LLJ J ococ�= 000c� a aaa zzz� WWW Q U (a) 0 0 0 0' o cflNcoa M N N r r r r PROJECT TYPE: TRIPLEX DATE ISSUED: MAY 2, 2016 REVISIONS: SHEET TITLE FOUNDATION AND 0 ROOF PLAN -1 SHEET NUMBER 0 M A-1 03 PERMIT ' 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. 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. LIGHTPAN) � �LIGHT� (P� � (PREOf,13,0�FAN) i o TO � NITC � Y ' 11� = 91 UNIT'A' UNIT " 0 M1 20 XHHW AL ELECTRICAL METER AND 150 AMP BREAKER 3" CONDUIT, RUN TO POLE EXTERIOR WAL I I I I I I I LIGHT /� I (P IR AN) I I I O I 1 t B' 2 SECOND FLOOR ELECTRICAL LAYOUT PLAN_ ,04 SCALE: ,/4._ ,._p" ELECTRICAL 150 AMP PANEL SERVICE RISER N111 IGHT/�) (PRE FAN) G J JBELC I I I � � I I I UNIT'C' � W W Y w w �m 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 ► TELEPHONE OUTLET -� SWITCH -�'- .SWITCH -THREE WAY a--� PUSH BUTTON SWITCH ® DOOR BELL CHIMES O --i CABLE TELEVISION OUTLET -0- LIGHT FIXTURE -CEILING MOUNTED <> BFIRSTFLOOR ELECTRICAL LAYOUT PLAN- SCALE: 1/4••= V-011 LIGHT, FIXTURE -WALL MOUNTED Q SMOKE DETECTOR -GELLING MOUNTED �-+ SMOKE DETECTOR -WALL MOUNTED ® EXHAUST FAN ® ELECTRIC PANEL QUICK DISCONNECT FLOOD LIGHTS -DUAL HEAD 1'x4' FLUORESCENT CEILING MOUNTED LIGHT FIXTURE UNIT'C' �z O WQ m0 (z I J ARCHITECT: Julianne N. Overby,.. RA Architectural and Interior Design Julianne N. Overby, R.A. 2452. Pullian Street. JacksonvilD D D %1111111111110 441111111111100 * > > > Um a U Uj le Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 . FL. ID -4621 Q Z T Z N N W W LU J DC OC OC Xw" Q W T W aaam CD 0 0 (a) z z z < 4 < z WWWa V (a) V —� 000 a CQ N DO N N v= TIM TIM PROJECT TYPE.: TRIPLEX DATE ISSUED: MAY Z, 2016 REVISIONS: SHEET TITLE ELECTRICAL LAYOUT SHEET NUMBER A-104 PERMIT SET PLANS SHEET NUMBER A-104 PERMIT SET I IL 11T" I n, A FRONT ELEVATION �OO SCALE:. 1/4" = V-0" --I ETAL ROOF "WINDOW TRIM / 2"x2" HEAD TRIM BOARD & BATTEN STYLE VERTICAL SIDING +23'-5" A. F. F. x4 P.T. WOOD BRACKETS BUILDING HEIGHT (24" DEEP) IBERGLASS SHINGLES 12 14 +18'-7" A.F.F. +17'-7" A.F.F. TRUSS BEARING 5/4" x 6" TRIM 1 "x4" TRIM 4" WINDOW TRIM OWN ■ ■■■ ■■■ UNIT'B' UNIT'C' 12 Q4 -:• . .. ' • . `'•ter --v • • �•-�`- ' i -s•-' ' •. • .. � �.�.. ,J. • _ • • � •, r : ,�- ` . �.- , : .!.`FF1 . . .. .. . '. • is .. , , ..• •'. f .. . • • . . ' • . •• . • .. . . •: 'r , ' 4 4 't • . : •..• ' •' • ..'. .: •' 't '• P � : • •`. •• •.•, •. t• •. ♦ I p r .. _t' .. r '•,. • . y , r• •• ,,. ti' .t •' � � � •. •• i' -j !7. B SIDE ELEVATION �OO SCALE: 1/4" = V-0" 12 4� UNIT'C' . ... . . .. . . ... i t r UNIT'A' D SIDE ELEVATION A-200 SCALE: 1/4" = V-0" HORIZONTAL SIDING 5/4" x 8" TRIM + 9'-5 1/2" A. F.F. + 8'-1 1/8" A.F.F. TRUSS BEARING MTL. STANDING SEAM ROOF STUCCO 6"X6" TAPERED COLUMNS +0'-0" F.F. FINISHED FLOOR NAVD FFE = 14.66 +17'-7" A.F.F. rik TRUSS BEARING VP + 9'-5 1/2" A. F.F. Kjh + 8'-1 1/8" A.F.F. TRUSS BEARING +0'-0" F.F. FINISHED FLOOR UNIT 'A' GLASS LIGHT EXTERIOR DOOR ---- REAR REAR ELEVATION LOUVERED SCREEN WALL A-200 SCALE: 1/4" = 1'-0" P.T. 2x6 WOOD RAFTERS & COLLAR BEAM 1"x4" TRIM 1"x4" TRIM 0 6"X6" TAPERED COLUMNS 1"x4" TRIM 10"X 10" BASE N 5/4" x 6" TRIM 1 ENLARGED COLUMN DETAIL A-200 SCALE: 1/2 if = 1'-0" Ll Ll U -- UNIT `B' 4X4 P.T. WOOD BRACKETS (TYP.) UNIT'C' MTL. STANDING SEAM ROOF LOUVERED SCREEN WALL P.T. 2x WOOD RAFTERS GLASS LIGHT EXTERIOR DOOR & GIRDER (TYP.) P.T. 4X4 WOOD BRACKETS (1 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 ami M M ZD Z Z N D D Uj LU W LL > > > OC��Z DDD V LU Uj Uj W Q Q Q m 0 0 0 (a) zZZFM WWWUU Q U Mi OOO�' a (O N OO N N TM TM r r PROJECT TYPE: TRIPLEX DATE ISSUED: MAY 25 2016 REVISIONS: SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A-200 FILE CC,7 PERMIT SET ATTACH 2" METAL C—CHANNEL TO TOP OF GYPSUM LINER PANEL NOTE: NO ROOF PENETRATIONS WITHIN 4'-0 OF FIRE WALL CONTINUE Y2" GYPSUM WALL BOARD TO ROOF DECK NOTCHED AROUND WOOD TRUSS MEMBERS. APPLY INTUMESCENT COATING AT ALL PENETRATIONS. .063" USG ALUMINUM ANGLE CLIPS — 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 SEE STRUCTURAL DRAWINGS .063" USG ALUMINUM ANGLE CLIPS — SPACED AS REQUIRED ATTACH 2" METAL CHANNEL TO CONCRETE SLAB W/ PASLODE' OR EQUIVALENT ANCHORS @ 24" O.C. MAXIMUM 2x SILL PLATE W/ FOAM SILL SEAL CL SEPARATION WALL WALL SECTION A-300 SCALE: 1" = 1'-0" OSB SHEATHING, USE FIRE—TREATED PLYWOOD WHEN AT A MINIMUM DISTANCE OF 4' FROM FIRE WALL PRE—ENGINEERED WOOD ROOF TRUSSES ALIGN TRUSSES WITH INSIDE EDGE OF FRAME WALL R-30 BLOWN CELLULOSE INSULATION 1/2" GYPSUM WALL BOARD "THERMAFIBER" INSULATION FIRE BLOCKING AS REQUIRED (2) LAYERS 1" USG GYPSUM LINER PANEL 1" (3/4" MINIMUM) AIR SPACE 1/2" GYPSUM WALL BOARD OVER #2 SPF WOOD STUDS 0 16" O.C. 2" METAL H—CHANNEL METAL ANGLE — SPACE AS REQUIRED 2x SILL PLATE 1/2" GYPSUM WALL BOARD 1/2" GYPSUM WALL BOARD OVER 2x #2 SPF WOOD STUDS ® 16" O.C. R11 FIBERGLASS BATT INSULATION 1" (3/4 MINIMUM) AIR SPACE (2) LAYERS 1 " USG GYPSUM LINER PANEL CONCRETE GRADE BEAM (SEE FOUNDATION PLAN) FIRE RESISTANCE RATINGS — ANSI/UL 263 Design No. U336 December 06, 1996 Exposed to fire from separation wall side only Nonbearing Wall Rating — 2 Hr Finish Rating — 120 Min SEPARATION WALL: (Max Height — 44 ft) 1. Floor, Intermediate or Top Wall — 2" wide channel shaped with 1" long legs form from No. 25 MSG gals steel, secured with suitable fasteners spaced 24" O.C. 2. Metal Studs — Steel members formed from No. 25 MSG galy steel having "H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 1-3/8". 3. Gypsum Board* — Two layers of 1" thick gypsum wallboard liner panels, supplied in nom 24" widths. Vertical edges of panels friction fitted into "H" shaped studs. CANADIAN GYPSUM COMPANY — Type SLX. UNITED STATES GYPSUM COMPANY — Type SLX. PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at mid—height where necessary for clip attachment. Min 3/4" separation between wood framing and fire separation wall. 5. Gypsum Board — Classified or Unclassified — Min 1/2" thick, 4'-0" wide, applied either horizontally or vertically. Wallboard attached to studs w/ 1-1/4" long steel drywall nails spaces 8" O.C. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and with Type "W" screws 1-1/4" long to wood framing through holes provided in clip. 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space clips a mas of 10'-0" O.C. vertically between wood framing and "H" studs. 6B. Clip placement (Item 6) for separation walls up to 44'-0 high. Space clips as described in Item 6A for upper 24'-0". Remaining wall area below requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H" studs. *Bearing the UL Classification Mark 1/2" GYPSUM WALL BOARD 2x4 STUD WALL @ 24" O.C. W/ R-13 INSULATION OF SEPARATION WALL 2" USG 'H' STUD (2)1" USG GYPSUM LINER PANEL (SEE SECTION THROUGH SEPARATION WALL) 2 PLAN DETAIL. �OO SCALE: N.T.S. 1" (3/4" MIN) AIRSPACE SECTION A—A 2x6 STUD WALL @ 24" O.C. W/ R-19 INSULATION NON-COMBUSTIBLE SIDING OR STUCCO OVER APPROVED HOUSE WRAP VAPOR BARRIER FIRE RETARDANT PLYWOOD SHEATHING. EXTENDED 4'-0" HORIZIONTAL DISTANCE BOTH SIDES OF FIREWALL Z" USG 'C' RU'N N ER 2X6 STUD WALL @ 24" O.C.", W/ R-19 INSULATION 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 Pulhan Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 . FL. ID -4621 Q m U ii> H Imm H Z Z Z D D D W W W ii> 000 W W W H H H Q Q Q 0 0 0 Z Z Z aaa W W W UUU 000 <D N OD N N r T T r M M N N M J LL 2 U Q W m (a) H Z a J H a PROJECT TYPE: TRIPLEX DATE ISSUED: MAY 2, 2016 REVISIONS: SHEET TITLE WALL SECTIONS A , DETAILS SHEET NUMBER FILE CCS A-300 PERMIT SET STAIR NOTES: 1. 2. 0 0 STAIR DETAILS PROVIDED FOR DESIGN INTENT. SEE STRUCTURAL SHEETS FOR STAIR FOUNDATION, STRUCTURAL CONNECTIONS AND ATTACHMENT TO STRUCTURAL MEMBERS. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. PROVIDE WOOD BLOCKING IN WALL AS NECESSARY TO SUPPORT RAILS AND RAIL SUPPORTS. FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16" OSB OVER PRE-ENGINEERED ROOF TRUSSES - SEE STRUCTURAL BLOWN -IN CELLULOSE & INSULATION BAFFLES BETWEEN EACH TRUSS HURRICANE CLIP Q EACH TRUSS - SEE STRUCTURAL DRAWINGS (2) 2x PLATES - SEE STRUCTURAL METAL DRIP EDGE OVER METAL WRAPPED 2x6 FASCIA VENTED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. VINYL "F" CHANNEL 5/4 x 6 FIBER CEMENT FREIZE BOARD R-19 BATT INSULATION HURRICANE ROD SYSTEM - SEE STRUCTURAL DRAWINGS 7/16" OSB OVER 2x STUDS - SEE STRUCTURAL DRAWINGS VERTICAL SIDING (BOARD &BATTEN LOOK) TO BE INSTALLED PER MANUFACTURE'S SPECIFICATION DAMP PROOF BARRIER LAF OVER FLASHING & SHIN P.T. 5/4 x 8 CONTINUOUS TRIM STUCCO: INSTALLATION MUST CONFORM TO FBC-R703-6 2x SILL PLATE 2x PRESSURE TREATED PLATE OVER FOAM SILL SEAL - SEE STRUCTURAL DRAWINGS FOR ANCHORAGE EXTEND HOUSE WRAP BELOW FINISH FLOOR. SECURE WITH STARTER STRIP FINISHED GRADE l�UIVVFCC I G JLMD OG FOUNDATION - SEE STRUCTURAL DRAWINGS 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED AND TERMITE TREATED SOIL FLO WALL SECTION A-301 SC LE: 1" =1'-0" AT SEPARATION WALL ,LL D OD AND .-ENGINEERED 'ES p4 STAIR DETAIL. A-301 SCALE: 3/4" = 1'-0" ri STAIR SECTION A-301 SCALE: 1/4" = 1'-0" W/ WOOD CAP BGREAT ROOM SECTION SCALE: 1/4" = 1'-0" 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 Q m U » 1 H H H Z Z Z D D D W W W » 1 coo W W W FM H FM Q Q Q 0 0 0 Z Z Z Q Q Q W W W U U U 000 l0 N 00 N N r T {M r M M N N M J LL Z U a W m U H Z 4H a PROJECT TYPE: TRIPLEX DATE ISSUED: MAY 2, 2016 REVISIONS: SHEET TITLE STAIR SECTION F11,61, 1-91 DETAILS SHEET NUMBER A-301 PERMIT SET GENERAL NOTES: 1. All notes, drawings, details, tables, references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be s p g furnished b those persons and/or entities with a thorough understanding of the notes, drawings, details, tables, references and specifications depicted herein, as well as a g thorou h knowlede of applicable construction and safety practices required to execute a design such as the one depicted herein. 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 g g ns R301.1 (excluding "flood" design, unless specifically noted within these documents), R301.1.3 and R301.2.1.4 and 1610 of the Florida Building Code, and/or Sectio ( g g � P the Florida Building Code - Residential. The engineer's scope of work is limited to only providing the necessary analysis, and R3 01.7 of along with Tables R301.5, R301 6 g necessary drawings, details and specifications commonly required to depict the construction to conform to or with the structural loading requirements as 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. Additionally, the engineer's scope of work specifically excludes engineering functions delegated to others [i.e. roof and/or floor truss design, engineered wood products design (except EWP specified herein),etc.] as well as other disciplines lines ofengineering g - i.e. mechanical, electrical, plumbing, bing geotechnical, e nvironmental� sitee (including drainage), etc. And, the engineers scope of work specifically excludes dg f • design elements of an architectural or non-structural nature, including but not limited to egress and life safety; moisture • efficiency, etc. The engineer further warrants that the protection, infiltration and/or resistance; resistance to wood destroying organisms (WDC ), fire -resistance; energy a y, g structure depicted within these documents, to the best of his or her knowledge, complies with the applicable portions of the aforementioned sections of the code and makes 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 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 appropriate for the intended purpose. 3p engineering . The structure depicted within these en ineerin documents, unless specifically noted herein as otherwise, has not been designed to resist flooding or the associated effects thereof. It is the responsibility onsibili of others - i.e. owner, architect, contractor, site developer and/or building official, individually and collectively to establish the minimum appropriate ro riate buildingelevation 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 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 "V" unless these engineering documents specifically indicate the design(s) depicted herein are resistant to the potential effects of V -class flood zones. 4. The design(s) depicted within these engineering documents has/have been prepared in accordance with the applicable laws, codes,. standards, rules, etc., (referenced ' design(s) mssions contained within the herein) as interpreted and enforced by local authorities having jurisdiction and, further, the engineer is not aware of any errors oro or documents, nor of any inconsistencies between 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 the client - unless the error or omission arose from flawed, Incomplete or ambiguous data provided to the engineer, which will result in additional fees due to the engineer for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision, correction or update to the engineering documents or addendum thereto. 5. These engineering documents maybe used one -time -only, and only at the specific site or location identified herein. The design(s) depicted herein may not be used to 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. 6. Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. 7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conf)ielt is present. 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 engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during construction, construction should cease until such time as the discrepancies have been resolved. 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others - that include dimensions, opening locations and other specific information - which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information or for claims arising from the use thereof. 10. Unless specifically depicted within these engineering documents, the engineer has not been made aware of nor accounted for other components, elements or systems that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. 11. 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 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 drawings. 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 associated architectural drawings. Additionally, the size, grade, species, quantity, strength, etc. of the structural elements specified herein may be exceeded or enhanced, within reason, at the discretion of the user without additional review or analysis by the engineer, unless specifically prohibited by the engineer. 13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using 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 proceeding with intended use. 14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements of the authorities having 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 approved, and c) (an) appropriate permit(s) has/have been issued to execute the design(s) depicted herein by the appropriate controlling authority(ies) or their designee(s). Furthermore, all construction arising from the design(s) depicted within these engineering documents shall be inspected as required by the authority(ies) responsible for the issuance of any permit(s) and shall pass each required inspection before the construction progresses further. No Certificate o f Occupancy or similar statementment 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 P ) 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 time as thea ty( ) g � applicable laws, rules, codes, etc., and consistent with the drawings, details, tables, references and specifications depicted within these engineering documents,, i ,, nt to dete ' e the proper engineering documents ' these en ._ P s depicted d within P the design(s) executing g and labor contributors e g a g() P 15. It is the sole responsibility of the contractor(s) g designs, as, *~'insure insure t} e soundness erection procedures and sequences required to Insure the safety of those providing the labor and materials necessary to execute thegn , of the structure and its sub -elements and/or components throughout the construction process. Furthermore, it is the sole responsibility of the contractor(s) and labor , contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe, plumb and level structure during the construction process, until such time t Bracing shown throughout ho ut t Iese as all of the structural elements and components depicted within these documents are properly installed, inspected and approved. B g g 1* permanent bracing and should not be confused with or substituted for the aforementioned tem or brae engineering documents is pe g P �' � _ 16. Yet -to -be -installed building materials - such as gypsum board ("drywall") and roof shingles or tiles - placed on the floor(s) or roof(s) of the structure depicted within 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 of the floor or roof; Unless indicated otherwise within these documents, 40#/sf for floors and 20#/sf for roofs. 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. 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 standards and design methodologies referenced therein) applicable at the time of the preparation of the documents. As the applicable code, standards and methodologies are 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 enforcement agency (and subsequently used for construction) in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective 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 recurred to the 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 g methodolo ies. In no case shall these documents be used for permitting or construction more than one (1) year after their date of original Issue. 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 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. 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 of the engineer to foresee every potential conflict, ambiguity, inaccuracy or oversight during the paper phase, opportunities do exist for the design to require additional effort 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 depicted herein, causes the engineer to be unable to accept "back -charges" for errors or omissions contained within the design(s) depicted herein. ` 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. 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 herein are prohibited without the expressed written consent of the engineer. 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 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 location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery, wind speed maps 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. The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him 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. SPECIFICATIONS: WOOD FRAME WALLS 1. Unless otherwise specifically indicated within these documents, vertical wall framing (studs) may only be interrupted (i.e. broken, pieced or "platform -frayed") when fully -braced by an intersecting sheathed floor system. Stairs, stair stringers and some intermediate roofs do not qualify as an "intersecting floor system" and should not be 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 continuous and uninterrupted between points of lateral support. 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 concrete or masonry shall be pressure preservative treated. 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 plan(s) and/or table(s), w/ maximum 19% moisture content - except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing (studs) larger than .2x6 shall be #2 SYP lumber w/ maximum 19% moisture content unless otherwise noted or specified on the framing plans and/or details. 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, except walls that are specified as SYP and are also not designated as a shear -wall or portal frame wall may use SPF blocking. 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 thickness of the 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 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 furred -out to a thickness 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 thicknesses and the column "wrapped" with a finish material (i.e. gypsum, etc.) and left semi -exposed into an interior space within the structure. Additionally, if none of the tlu-ee aforementioned options are considered to be practical, the engineer may be contacted and requested to provide additional analysis to determine if an engineered wood (EWP) or structural steel column may be used within the allotted wall cavity. FIELD FRAMING 1. Limited elements or areas of the design(s) depicted within these engineering documents may include the label or reference "field frame" or similar. At these confined locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include stairs and/or landings, plant shelves, widows walks, radius, ed 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 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, rules, codes, etc. and shall be to the executed to the satisfaction of the Building Official. SPECIFICATIONS: (continued) OTHER FRAMING 1. All structural (dimensional/solid-sawn) framing members, except as noted or specified otherwise, shall be #2 SYP lumber w/ maximum 19% moisture content 2. All engineered wood beams shall be Trus Joist/1-Level/Weyeihaeuser brand Microllam LVL 1.9E, or equivalent, except as noted otherwise, and shall be installed in accordance with the manufacturer's specifications, instructions a ad directions. 3. All engineered wood posts or columns shall be Trus Joist/1-Level/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members, as specified, or g equivalent, except as noted. Vertical post or columns specified n the framing plans and/or details as engineered wood may not be built-up or pieced together to form q � P thespecified dimensions; the must be solid one-piece members. Post or columns specified within these construction documents as dimensional/solid-sawn members - i e 4x4 4x6 6x6 etc. - may be replaced b a similar -sized e. . a 5.25" x 5.25" EWP in lieu of a 6x6 SYP) engineered wood post without additional analysis or Y P Y ( g documentation required by the engineer. • "common" 4. All nailingshall be with common nails, except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by P theapplicable code referenced herein. All envelope sheathings all be nailed and/or screwed as specified and glue or other adhesives shall not be used in place of nails or scws. 5. All engineered components, including roof trusses, floor truss s, 1 -joist, etc., shall be installed in accordance with the manufacturer's specifications, instructions and directions. . 6. All sheathing shall be either APA- or TECO -rated, Eposure l PS1/PS2 (Structural 1 rated sheathing NOT required except when specifically identified as such). Sheathing may be either OSB or plywood, unless specified as o e or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly blocked. Use of ply clips or similar edge support is requiredat unsupported panel edges of roof sheathing 7/16„ thick when supports are spaced at greater than 16o/c. Use of "ply clips" or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32" thick when supporting tile roofs. Use of "ply clips" or similar edge support is recommended at unsupported panel edges of all roof sheathing, regardless of panel thickness, for improved aesthetics. Roof and wall sheathing shall not less than 7/16" thick. Floor sheathing shall not be less than 23/32" thick, with all panel edges supported (tongue & grove or blocked). Some design loads require thicker panels; see sheathing specifications for specific minimum panel thicknesses, required span ratings and fastening information. 7. At exterior walls clad with a stucco or an applied -stone veneer finish, the APA (www.a awood.or recommends the use of either 15/32" thick, 32/16 span -rated sheathing (Exposure 1, PSI/PS2) or 7/16" thick, 24/16 span -rate d Structural I rated sheathmg when the sheathing is installed with a vertical orientation (long axis parallel to the studs) on the wall (see Technical Bulletin TB -20 for additional information). The discretion to enforce the aforementioned recommendation is at the sole discretion of the local Building Official. Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the suitability of the nonconforming materials with the Building Of ficial having jurisdiction over the project. Failure to do so may result in the need to significantly enhance the construction of the exterior walls. 8. Metal connectors shall be Simpson brand hardware, as specified herein, and shall be installed in accordance with the manufacturer's specifications, instructions and directions. Alternates to the specified Simpson connectors may be used, provided that the alternate connectors meet or exceed the specifications of the connector(s) specified and have appropriate product approval and installatio instructions and directions. FOUNDATIONS, CONCRETE & MASONRY 1. The foundation design(s) depicted within these engineering documents has been completed in accordance with recognized standards, recommended soil design parameters and accepted engineering design procedures and is t ased upon the best information available at the time of their preparation. The design(s) depicted herein is/are intended to minimize differential movement resulting froi i the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the foundation components will experience movement throughout t ie useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of the soil conditions present and be advised to maintain good pra dice in the future with respect to surface and subsurface drainage, maintenance, the construction of partitions above floor slabs, finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future performance. 2. The foundation design(s) depicted within these engineering ocuments has/have been prepared based on a relatively flat, well drained building site featuring exclusively non -expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load (at -rest pressure) of 60#/sf per foot of depth with a level back slope. Should site conditions be adverse to- o otherwise inconsistent with the aforementioned parameters, construction shall cease immediately and the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additional. direction. 3. Backfill should not be placed adjacent to the foundation wall until the walls have cured adequately to provide sufficient strength and have been anchored to the floor system above or otherwise properly braced or shored to prevent damage to the wall. 4. Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing capacity. In the absence of a geotechnical engineers report, the site ands it shall be prepared to the satisfaction of the Building Official. 5. All foundation pads depicted within these engineering docurr. ents shall be formed to the dimensions as indicated and substantially centered beneath the associated column or wall, unless indicated otherwise. 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 changes indicated or otherwise known to the engineer have been depicted within these engineering documents, it is understood that some of these items may change during actual construction. The design(s) depicted herein can only address the proper foundation configuration as specifically depicted herein and could require additional analysis and effort should field revisions merit. 7. Extreme care should be used throughout the construction pro ess to prevent the movement of retaining and/or foundation walls until the completion of the structural system. It is the sole responsibility of the contractor(s) and lab r contributors executing the design(s) depicted within these engineering documents to adequately shore the walls throughout the construction process to maintain the in egrity of the design(s). . beyond the v feet or more be o as well as for an additional fie e e the Tanned structure location, 8. The building site shall be cleared of all top soil and organic atter beneathpY perimeter thereof. Unless otherwise indicated, all footings and flat concrete shall bear upon non-organic, undisturbed soils compacted to a density of not less than 95% of Modified Proctor Maximum Dry Density (ASTM D1557) for a depth of not less than two feet (24 inches) below the bottom of the footing or slab; Or, upon clean GW-, GP-, SW-, and/or SP -class fills with any organic materia s removed. Fill, as required, shall be placed atop non-organic, undisturbed soils (with the compaction ifi d Proctor not le than of Modified inch) lifts and each lift shall be compacted to a dense of o ss one foo 12 c 1 referenced and added in o r5' verified as previously P hereof v ( ) t p y ) Maximum Dry Density (ASTM D1557). These minimum spec ifications may be exceeded or superseded by either er a geotechnical engineering erin report rt specific to the c building site or at the direction of the Building Official, as dee ed necessary to achieve the minimum required (2,000#/sf) soil bearing capacity, in no ase shall the but site be prepared to a lesser degree than that which is outlined hrein. „ thickness in an 'stance and be laced atop n 4 nominal t in no less than 9. All concrete slabs on grade shall be no less than the thicknes indicated on the drawings ( y ) P P i . 4x1.4 (minimum) Emil polyethylene (visqueen) barrier installed in ac ordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 W1 WWM, lapped not less than 8 at edges/ends, in conformance A iith ASTM A-185, or Fiber -Mesh reinforcement shall be used with minimum 2" fiber length at a rate of 1 Ib. per cubic yard of concrete, complying with ASTM C-1116. 10. Minimum compressive strength of all concrete used for foulidations, slabs, etc. shall be 2,500psi at 28 days. 11. 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. 12. Reinforcement shall be detailed in accordance with ACI 315, Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: a) Concrete cast against earth: 3" b) Formed concrete exposed to earth or weather: 1 %2' c) Interior slabs, walls, etc.: 3/4" 13. All reinforcement shall be conform to ASTM A-615 and be grade 40 (G40) unless indicated on the plans and/or details as grade 60 (G60). All longitudinal (horizontal) reinforcing in walls and footings shall be continuous at/around corners and intersections, and/or matching corner bars shall be lased. All longitudinal (horizontal) reinforcing shall be lapped at splices a minimum of 40 bar diameters (20" minimum lap for #4 and smaller reinforcing) and all vertical reinforcing shall be lapped at splices a minimum of 25". 14. ALL concrete operations - includingbut not limited to mix design, mixing, transporting, reinforcing detailing and placing, placing, cur' fig and testing - shall be done in accordance with he requirements anapplication of ACI 301 "Specifications for Structural Concrete." 15. All masonry work shall be in accordance with ACI 530/AS E 5/TMS 402 Masonry Building Code. 16. Concrete masonry units shall be ASTM C90-75, Hollow Load -Bearing Concrete Masonry Units, Type I, Grade N-1, normal weight, with a minimum compressive strength of 2,000psi (fm = 1,500psi). 17. Mortar shall conform to ASTM C270 and be Type S. 18. Grout, when specified, shall conform to ASTM C-476, with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" and 11 ". 19. Pre -cast and/or pre -stressed lintels, manufactured by CastC ete, shall be provided over all openings in CMU walls, unless specified differently on the drawings. Lintels shall be of adequate size, strength and reinforcement for the given span and loading conditions. 20. Provide horizontal joint reinforcing in CMU walls at 16"o/ vertically conforming to ASTM A82 and ASTM A167 Type 304. STEEL 1. Steel elements shall be detailed, fabricated and erected in accordance with AISC "Specification for the Design, Fabrication and Erection of Structural Steel Buildings," 9th edition. 2. Structural steel shall be ASTM A36, except as noted below: a) Pipe ASTM A53, Type E or S, grade B b) Tube ASTM A500 3. All bolts, anchor bolts and threaded rods shall be ASTM A3 D7 unless indicated otherwise. 4. Hex nuts and couplers/couplings used for bolts, anchor bolt and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM A3079 A36, SAE 108 and Gad2 bolts. 5. Hex nuts and couplers/couplings used for high-strength boltl�, anchor bolts and threaded rods - ASTM A449 or similar - shall be heavy hex ASTM A563 grade DH. CORROSION & DECAY RESISTANCE: 1. All structural members of wood or structural composite lum er either exposed to weather or in direct contact with the ground or soil - i.e. deck/balcony boards/lumber, joists, posts, etc. - shall be pressure preservati a treated to a level rated for the specific application. Borate -based treated wood shall not be used as/for structural members exposed to weather or in direct contact wit i the ground unless specifically rated by the manufacturer/treater and approved as adequate for the application. 2. All interior wood and wood -based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. 3. All fastenersnails screws, bolts, etc.) less than 1/2" in diam ter and in contact with pressure preservative treated wood shall be either hot -dipped galvanized (HDG) or fasteners( stainless steel (SS). A All metal fasteners & connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility with the application and/or corrosive material. The exterior u e of any material treated with a pressure preservative treatment containing ammonia shall require the exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use of SS connectors and fasteners. 4. Stainless steel (SS) and zinc-plated/galvanized (i.e. Z - MAN, HGD, etc.) connectors & fasteners shall not be combined. Use only SS fa teners with SS connectors. Use only zinc-plated/galvanized fasteners with zinc-plated/gal anized connectors. 5. Regular inspection and maintenance of wood, wood -based nd metal products used in structural applications and/or used in outdoor or other potentially corrosive environments or applications is essential for continued, long -t rm satisfactory performance. CODES & DESIGN STANDARDS: Florida Building Code - Residential 2010 Florida Building Code 2010 (as applicable) ASCE 7-10 NDS -05 TPI 1-07 ACI 318-05 WFCM-01 . DESIGN CRITERIA: BUILDING TYPE BASIC WIND SPEED EXPSOUIRE CATEGORY BUILDING CATEGORY INTERNAL PRESSURE Coef, ENCLOSED 130 mph (3 sec. gust) I +0.18/-0.18 0 DESIGN LOADS: ROOFS LIVE LOAD 20#/sf DEAD LOAD/SHINGLES 7#/sf DEAD LOAD/TILE 20#/sf DURATION FACTOR 1.25 FLOORS IN I-ERIOR ZONES NEGATIVE POSITIVE LIVE LOAD 40#/sf DEAD LOAD 12#/sf (Including Cln'g Below) DURATION FACTOR 1.00 CEILINGS/ATTICS 50 LIVE LO AD/NO STORAGE 10#/sf (Non -concurrent) LIVE LOAD w/ STORAGE 20#/sf (Concurrent) DEAD LOAD 5#/sf WIND I LOADING PER TABLS DURATION FACTOR 1.60 SIESMIC N/A tt , . PRESSURES ><n s Vsd o r ALLO WABL T : COMPONENT &CLADDING ( p f7 WIND 130/C >6/12 ROOFS (all values negative - i.e. "UPLIFT") T„) &Doors) WALLS incl.Windo Svs - PITCH Mn. Rf. Ht. 15' AREA (ins .ft.) ZONE "3" CORNERS ZONE "2" END/EDGE ZONE "1" INTERIOR OVERHANG OVERHANG CORNER INTERIOR END ZONES NEGATIVE POSITIVE IN I-ERIOR ZONES NEGATIVE POSITIVE <10 2020. -25.85 -24.73 -25.85 - 7 24.3 -22.10 - 98 -37.46 -37.64 -36.34 -36.34 -29.60 22.10 -27.72 1 17 2. -2398 22.10 - 04 21.17 23. 50 -23.23 -23.23 1 -19.48 1 -34.84 1 -34.84 -24.91 19.67 -21.54 19.67 >100 -22.10 -22.10 f -18.36 1 -33.72 1 -33.72 -23.04 1 18.73 -20.60 1 18.73 LEGEND - (2) 2x10-2 / 3 HEADER/BEAM CALL -OUT 11 #4 1** 7 40� NUMBER OF KING -STUDS EACH SIDE OF OPENING NUMBER OF JACK -STUDS EACH SIDE OF OPENING SIZE OF HEADER MATERIAL (#2 SYP U.N.O.) 4 NUMBER OF PLIES IN HEADER ALL EXTERIOR HEADERS 1 (2) 2x6 - 1/2 1 UNLESS NOTED OTHERWISE ALL INTERIOR HEADERS (2) 2x6 - 1/1 UNLESS NOTED OTHERWISE 1. "RSD" IN PLACE OF A QUANTITY OF KING -STUDS IN A HEADER OR BEAM CALL -OUT INDICATES T}IE SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE > LINE . <> INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER FRAMING CONNECTOR SCHEDULE CLIP, TIE or STRAP FASTENERS or NAILS H2.5 (5) 8d PER END H5 (4) 8d PER END H8 (5) 10d x 1-1/2" PER END MTS12 (I 4) 1 O or IOdx I-1/2" TOTAL HTS20 (20) 10d or (24) IOd x 1-1/2" TOTAL LGT2 (16)16d SINKERS TO TRUSS, (14) 16d SINKERS TO > & POST HI 6, -16S, -16-2 (2) IOd x 1-1/2" TO TRUSS, (10) TO >/POST MSTA12 (10)10dTOTAL MSTA18 (14)1OdTOTAL MSTA24 (18)10d TOTAL MST37 (42)16d TOTAL MST48 (46)16d TOTAL MST60 (56)16d TOTAL CS16 (30) 8d or (26) 1 O TOTAL SPH4, -6, -8 (12) IOd x 1-1/2" HPAHD22 (23)16d LTP4 (12) 8d x 1-1/2" TOTAL A35 (12) 8d x 1-1/2" TOTAL META20 (12) 10d x 1-1/2" HETA20 (12) IOd x 1-1/2" LGT2-MASONRY (16)16d SINKERS TO TRUSS, (7) 1/4"- x 2-1/4" TITEN SCREWS TO WALL MTSM16 (7) 10d or 10d x 1-1/2" TO TRUSS, (4)1/4"- x 2-1/4" TITEN SCREWS TO WALL HTSM16 (8) 1 O or IOd x 1-1/2" TO TRUSS, (4) 1/4"- x 2-1/4" TITIN SCREWS TO WALL H16, -16S, -16-2 (2) 10d x 1-1/2" TO TRUSS, (6) 1/4"- x 2-1/4" TITIN SCREWS TO WALL FGTR (18)1/4"- x 3" SDS TO TRUSS, (2) 1/2"- x 5" TITEN HD's TO WALL MSTAM36 (8) 10d TO FRAMING, 4) 1/4"- x 2-1/4" TITIN TO MASONRY FRAMING -TO -FOUNDATION /.MASONRY CONNECTOR SCHEDULE EZ f� w x - f /%ji�/i i/ i�j % j j j ��/ i/ / j� /i // !i/ j / / //// // / //%, /�/// ,/ j /, 1// //i .,� ZONE .,1" j% / //// / . /% /// /� // / / ,// //' /i/; i/ Z // / ID / i/ / //:- ZONE „1., //, a, / c, . // , / / / // // / : // ,� COO p j/ w // I // , i/� // : /// /� // /// i/ / // N , j/ ZONE // i j/ // // � "/! I / ; / / / . / // / /. / r / r / / / ZONE / / /j ,//////,/ /�i/ i/// / / i I / /!i //ii///i i ,�/ // // //t� / /// I 11,/ice/��/ i�/ /ti iii // ., %i/ "%/ //%i/� K %/ ZONE ,, x /// ZONE /� %i j , I/ i/ %/ 1V �// / / /// //////// -j NC // ,/ i / GABLE ZONE "3" -CORNER EZ ZONE(S), TYPICAL ROOF PLANNIEW "EZ" DIMENSION: F ZONE "1" - INTERIOR ZONE(S) ElZONE "2" - END/EDGE ZONE(S) EMZONE 3 - CORNER ZONE(S) FLOOR PLANNIEW "EZ" DIMENSION: X* 51-3" ?'C* Ob ZONE "4" - INTERIOR ZONE(S) ZONE "5" - END/EDGE ZONE(S) MAX. ON -CENTER STUD SPACING (in INCHES) END-ZONE/INTERIOR ZONE: WIND 130/C Mn. Rf. Ht. < 30' -EX. FINISH FL FLEXIBLE FINISHES (NOT STUCCO) 2x4 2x6 2x8 2x10 PLATE HEIGHT NOMINAL #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP 8' 2411/24" 241'/24" 2411/24" 2411/24" 241/24" 24"/24" 2411/24" 9' 24"/24" 24"/24" 241/24" 24"/24" 24"/24" 24"/24" 2411/24" 10' 12"/16" 12"/16" 24"/24" 24"/24" 24"/24" 24'/24" 24"/24" 11' 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 12' 6"/8" 8"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 14' N.P. N.P. 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" 16 N.P.N.P. N.P. 12"/16" 16"/16"16/ 24 24 /24 „ „ 24 /24„ 18.5' N.P. N.P. 8"/8" 8"/12" 12"/12" 24"/24" 24"/24" 19.5' N.P. N.P. 8"/8" 81t/8" 8"/12" 24"/24" 24"/24" 20.5' N.P. N.P. 61/8" 8"/8" 8"/8" 16"/24" 2411/24" 21.5' N.P. I N.P. 6"/6" 61t/8" 8"/8" 16"/16" 2411/24" 22.5' 1 N.P. I N.P. I N.P. 1 6"/6" 1 6"/8" 1 16"/16" 1 24"/24" MAX. ON -CENTER STUD SPACING (in INCHES) END-ZONE/INTERIOR ZONE: WIND 13o/C Mn. Rf. Ht. < 30' FINISH BRIT. BRITTLE 2x4 FINISHES (STUCCO,etal) 2x6 2x8 2x10 PLATE HEIGHT NOMINAL #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP 8' 16"/16" 16"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 9' 12"/16" 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 10' 10"/12" 10"/12" 24"/24" 24"/24" 1 24"/24" 24"/24" 24"/24" 11' 6"/8" 8"/8" 20"/24" 24"/24" 24"/24" 2411/24" 3" 12' N.P. N.P. 18"/20" 22"/26" 24"/24" 24"/24" 24"/24" 14' N.P. N.P. 8"/12" 12"/12" 12"/16" 24"/24" 24"/24" 16' N.P. N.P. 61/8" 811/8" 8"/12" 16"/24" 24"/24" 18.5' N.P. N.P. N.P. N.P. 6"/6" 1211/16" 24"/24" 19.5' N.P. N.P. N.P. N.P. 5"/6" 121f/12" 2411/24" 20.5' N.P. N.P. N.P. N.P. N.P. 8"/12" 161/24" 21.5' N.P. N.P. N.P. N.P. N.P. 8"/8" 161/16" 22.5' N.P. N.P. N.P. N.P. N.P. 1 8"/8" 1 16"/16" EXTERIOR STUDS SPACED AT GREATER THAN 16110/c SHALL BE SHEATHED WITH MINIMUM 3q" (g" NOMINAL) SHEATHING WITH VERTICAL APPLICATIONS & STUCCO FINISHES. MAXIMUM ON -CENTER STUD SPACING IS 16" WHEN USING 16" THICK WALL SHEATHING. STUDS WITH MAXIMUM ON -CENTER SPACINGS OF 6" OR 8" MAY BE DOUBLED AND SPACED AT 12" OR 16" ON -CENTER, RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED TOGETHER PER THE MULTI -PLY POST CONNECTION TABLE. NAILS / SCREWS TO FRAMING MEMBERS HARDWARE/ CONNECTOR 7MM 307NT (SAE 1018) ATR DIA. LDdA7T10,VEX7y1M0y0 FOUNDA7110No EXT/PTErll-WALL FOUNDATION C'MU WALL TLD -BEAM / LINTEL IN EMBED MIN EMBED MIN EDGE MIN EMBED MIN / MAX EDC MIN EMBED I EDGE DIST (12) 16d ABU -44,-66 5/8" -1/2" M-2 Y 12" 1-3/4" / 6" N/A 7) ALL NAILS SPECIFIED ARE "COMMON" SIZES U.N.O. 8) MINIMUM ROD SIZEIGRADE, EMBEDMENT & EDGE DISTANCE SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN CITY OF ATLANTIC BEACH (10) 16d / EACH LTT20B & DT -F2 1/2" (EA) -1/4" w/ MIN -1/2" SPC'G 5-1/2" 4" Av/ 2-1/2" SPC'G 2" Av/ 4" SPC'G 12" 1-3/4"/ 6" 12" C.L. w/ MIN 3" SPACING (22) 1 O SINGLE MGT 5/8" -1/2" 5-1/2" 3" 112" 1-3/4"/ 6" 12" C.L. 2x (22) 1 O DOUBLE MGT (2) 5/8" -1/2" 9-1/2" 3" 12" 3-1/2" / 4" 12" C.L. (18) 16d SINGLE HTT16/4 5/8" -1/2" 7-1/2" 2" 12" 1-3/4" / 6" 12" 1 C.L. 2x (I 8) 16d DOUBLE HTT16/4 (2) 5/8" -1/2" 7-1/2" 4" 12" 3-1/2" / 4" 12" 1 C.L. 2x(18)16d TANDEM HTT16/4 (1) 5/8" -1/2" 9-1/2" 5"1 115" 1-3/4" / 6" N/A (32) 16d Sinkers SINGLE HTT22/5 5/8" -1/2" 9-1/2" 2" 15" 1-3/4" / 6" N/A 2x (32) 16d Sinkers DOUBLE HTT22/5 (2)5/8' 11 -1/2" 9-1/2" 5" SEE PLAN N/A (20)%"- x 2-1/2" SDS SINGLE HDU8 7/8" ir 8" 3" 13-1/2" 3-1/2" / 4" 13-1/2" C.L. 2x (20)Y4"- x 2-1/2" SDS DOUBLE HDU8 (2) 7/8" 1113-1/2" 3" 13-1/2" 3-1/2" / 4" 13-1/2" 1 C.L. (30)V/4" -x 2-1/2" SDS SINGLE HDUI I 1"1115" 1-3.!4" SEE PLAN N/A 2x (30) y"- x 2-1/2" SDS DOUBLE HDUI 1 (2) 1" 5" 15" 4" SEE PLAN N/A (36),V4"- x 2VV2" SDS SINGLE HDU 14 1" 15" 3" SEE PLAN N/A 2x (36)14"-- x 2V/2" SDS DOUBLE HDU 14 -11 (2) 1" 15" 15" 4" SEE PLAN N/A (16) IOd HGT2, HGT3 (2) 3/4" 7" 11-1/2" Y SEE PLAN 11-1/2" C.L. (16) in, HGT4 (2) 3/4" 7" 9" 3" SEE PLAN 11-1/2" C.L. "FRAMING" and "FRAMING -TO -FOUNDATION" CONNECTOR SCH*ULE NOTES: GUARDRAILS, HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF (POSTS, BALUSTERS, ETC.) SHALL BE COMPRISED OF EITHER A PROPRIETRAY 1) USE SIMPSON AT ACRYLIC T'IE TWO-PART EPDXY FOR ATR-T4FOUND. CONNECTIONS U.N.O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) 2) ALL DIMENSIONS (ROD DIAMETER, EMBEDMENT, EDGE, ETC.ARE MINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA -LICENSED PROFESSIONAL 3) "DOUBLE" HOLD-DOWNS REQUIRE MINIMUM 8" SPACING BEI 'EEN ATR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE. THE 4) EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM 7FIEj FERIOR FACE OF THE FOUNDATION. CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S) AND ASSOCIATED DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R. PRIOR CMU WALL TO THE <OF THE ATR ANCHOR 5) MIN. EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOCATIONS ONLY IF THE MIN. EMBEDMENT IS TO CONSTRUCTION. MEASURED FROM THE LOWER SLAB ELEVATION 6) ALL PARTS / MATERIALS TO BE INSTALLED IN ACCORDANC ,\VITH MANUFACTURER'S INSTRUCTIONS & DIRECTIONS REVIEWED FOR CODE COMPLIANCE 7) ALL NAILS SPECIFIED ARE "COMMON" SIZES U.N.O. 8) MINIMUM ROD SIZEIGRADE, EMBEDMENT & EDGE DISTANCE SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN CITY OF ATLANTIC BEACH ON THIS CHART 9) MINIMUM EDGE DISTANCES OF 4" OR MORE REQUIRE MINIM UM 6" WALL FRAMING SEE PERMITS FOR ADDITIONAL 10) MINIMUM 8" SPACING BETWEEN META- or HETA- ANCHORS U.N.O. 11) MINIMUM 1-1/2" EDGE DISTANCE FOR TITEN SCREWS MMU1REMSNTS AND CONDITIONS 12) MINIMUM 4" EDGE DISTANCE FOR TITEN HD's virawav ?•fid ib rn C> THIS DOCUMENT, ALONG WITF ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THI PROJECT TITLED HEREIN. INFORMATION DERIVED FROk, THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MA: NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF TH, REV IDENZ7ERWREFLMN - 2 - 3 - 4 - The CASTILLO Group..:",-�,:, �,:., , "e�­%I——­­�_I ":, 1. 1. �. . ­ � , A Florida Corporation Designers Engineers = 655o Roosevelt Blvd. Jacksonville, FL 32244 'f" (904) 772-61oo ' FL CoA No. 29015 - "� DESIGN MEB DRAFT MEB CHECKED EAW SCALE N.T.S. DATE 6.6.2016 JOB NO. 16-153 I I SQ. FT. NA P`9JJAgti� V)9ee : GLYN \, #4 %4p ona I En ink ', F ` .Li 2 it , r 4A r • 4*.II ■ • 0r • " .A 0 -- - - 6 I1 - 20'—O„ �2•, 10'-11%2" 8'-11%2" �2„ 0 wl M 2 ,• 16'-6" 16'-6%2" �2„ r----9„---� 0 O••I 9elo I I 7 �T2 I Z�T2�)I I �2'+ 8 • _ 11 �2” 20'—O„ 10 11/2„ /2„ ----- ----- I--------- --------- 7 I I I I I I $T2 1 0 i I1 I 7 I I I 1 �T2mmjm I K7 I --- ---;- —� K8'110 i-� __-- --- �T2 I °0 I ,$'T2 � 7 co i �T2 1 7 I 1 I ,ST2 M —— M ST2 I 1 F N I L I - - - - ------ ----------� —�{- r-------- ------------{�-TJ30"x30"x16"W/ 30"x30"x16"W/LT I 3-#4'S BOTH 3-#4'S BOTH I I 1 I I WAYS WAYS F I I w 1 1 I I 1 00 I K8*1�0 8/10 I I I I 8/10 8/10 1 �T2 �T2 �T2 I I �T2 ,ST2 F 1 1 I I oo 1 00 I I ST2 I iV I'-0" 2'-2" 13-10 I I 12'-6" 4'-0" I I 13-10 2'-2" 4'-0" I 4" CONC. SLAB I REINFORCED W/ EITHER I I I I I 1 1 I 6x6 10/10 WWM OR FIBER I I I I 4" CONC. SLAB I 1 r- MESH ON 6 MIL VAPOR I I I I I I I REINFORCED Wit EITHER F BARRIER OVER CLEAN, F I i I I _0 1 I I I 6x6 10/10 WWM OR FIBER I I I I I I I I I COMPACTED FILL. SEE I I I I I ( 1 MESH ON 6 MIL VAPOR I 1 I II 1 1 I I 1 BARRIER OVER CLEAN, N 1 1 N ARCHITECTURAL rf 2 I I COMPACTED FILL. SEE 1 I I 1 1 DRAWINGS AND I I SPECIFICATIONS FOR I I $72 1 1 I I ARCHITECTURAL I ( I w DRAWINGS AND ( _ co I I INSECT AND DECAY I I I I I I co I J I RESISTANCE 4" CONC. SLAB SPECIFICATIONS FOR 1 1 _ J CONSTRUCTION I 1 REINFORCED W/ EITHER I I I I INSECT AND DECAY r PRACTICES. PROCESSES 6x6 10/10 WWM OR FIBER RESISTANCE I I rf 2 AND TREATMENTS TO MESH ON 6 MIL VAPOR 1 I 1 1 CONSTRUCTION 12 I I I I PRACTICES. PROCESSES oI O i o MEET APPLICABLE CODE 1 1 BARRIER OVER CLEAN, � J 1 1 � �T2 1 I I 5'T2 l REQUIREMENTS. I I COMPACTED FILL. SEE I AND TREATMENTS TO10 1 1 ARCHITECTURALI I MEET APPLICABLE CODE I I I I I I DRAWINGS AND 20" WIDE x 12" REQUIREMENTS. 1 I ( SPECIFICATIONS FOR DEEP I I L J 20" WIDE x 12" DEEP I I INSECT AND DECAY INTEGRATED I I L -� 1 INTEGRATED CONCRETE I I RESISTANCE CONCRETE I I 1 I FOOTING W/ (3) #4 CONT. I I CONSTRUCTION FOOTING W/ (3) 1 I1 SIMILAR TO DETAIL I I PRACTICES. PROCESSES N #4 CONT. I I 8/10 I I 8/10 12/ST2, EXCEPT AS I I AND TREATMENTS TO SIMILAR TO 1 1 55' T2 I I 557`2 F NOTED HEREIN. 1 1 MEET APPLICABLE CODE :1 DETAIL 12/ST2, I I N I I REQUIREMENTS. EXCEPT AS NOTED HEREIN. I I N 1 I N 00 8/10 o LT2 I I I i —J L, ,5T2 rj--1-- ------ ---------- --� I I PORCH PADS TO BE: I I 7 7 PORCH PADS TO BE: 20"xRnT14 WAYS .5T2 I 20"x16" W/ 2-#4'S 1 co O 20"x20"x16" W/ 2-#4'S I I BOTH WAYS1 L w co — r 1 O BE: �, r , 7 ---- — ---- — - 20"x20"x16" W/ ❑ G- - - —I ❑ I— - - —I ❑ —❑I---- ----I ❑ I----- — ❑ $T2 244-S BOTH $T2 I 10 —Ooe „ 10,-0. — L WAYS 10'—O•• 10+_O -� fF — , r •+ XPAN$ION T. t—O 3#1 L 20'-0"Y6 _ 6„ 1" EXPAN$ION AfIl. 56'-6" (1) MSTA24 @ EA. #2 SPF "TRADITIONAL HARDWARE" 2X6 STUD TO HDR PER DETAIL C/STI. TOP PL. CONTINUOU o 0 HDR PER PLAN. o 0 WINDOW OPENING WINDOW N OPENING i (1) SP6 @ EA. #2 SPF 2X6::—:::��MIN. 3PLY #2 STUD TO SILL PL. AS SPF 2X6 STUDS SHOWN 1FACE VIEW Z(I) 1/2"DIA. A.T.R. W/ 3"X3" WSHR & NUT @ EA. SIDE OF COLUMN, AS SHOWN. A WINDOW HEADER DETAIL i ,51 I FOUNDATION PLAN S1 3/16" = 1'-0" WALL ANCHORAGE LEGEND ■5/8" DIAMETER THREADED ROD ASSEMBLY w/ 7-1/2" EMBED INTO FOUNDATION AND COUPLINGS AS REQ' 3"x3"xy4" ROUND HOLE WASHER ATOP UPPER- T TOP PL. ASSEMBLY. J" DIAMTER FULL-LENGTH THREADED ROD ANCHOR w/ 6" E?vEDMBNT AND 2" EDGE AT FOUNDATION AND 3"x3' xI Oga. SLOTTED WASHER (+ FENDER WASHER) ATOP UPPER -MOST TOP PL. ASSEMBLY. J" TO 1AMETER HYBRID THREADED ROD ASSEMBLY. 2" DAPrITER ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FO ATION, w/ J -too REDUCING COUPLING TO " DIAMEtR FULL -HEIGHT THREADED ROD w/ 2"x2"x8" WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. • J" DIAMETER THREADED ROD ASSEMBLY w/ 4" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 1"x2"x}" WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. CONVENTIONAL FRAMING NOTES ALL MATERIAL #2 SYP U.N.O. ALL RAFTERS 2x6 @ 24"o/c U.N.O. ALL CEILING JOISTS 2x4 @ 24"o/c U.N.O. CLUSTER (5).13 1 "x3" NAILS @ EA. ROOF RAFTER TO CEILING JOIST INTERSECTION. (5).13 1 x3 " TOENAILS @ RAFTERS & CEILING JOIST TO LEDGER: (1) H2.5A @ EACH RAFTER TO HEADER 1PLY #2 SYP 2x8 LEDGER LOCATED AT ROOF RAFTER(S) & CEILING JOIST(S) FASTENED TO EA. (16"O/C MAX.) VERT. FRAMING MEMBER W/ (5).131 "x3" NAILS *RODS AT MAX. 5'-8"o/c. F (*RODS AT MAX. Y-10"11(11,1111, '1 *RODS AT MAX. 5'-8"o BLOCK ALL PANELS EDGES (1) MSTA12 @ EACHi W/ #2 SYP 2x4 W/ (3) i JACK STUD TO i TOENAILS AT EACH END HEADER W/ (1) LTT20B @ POST - - --_- r -_BASE TO A.T.R.. - ----------- --- - - ;I; fD ci o 0 0 4.o o2 5'i o v U w I w vIIII v o 1 00 - =_ - -- Co CJ06 CJ06 X ICJ07 (2) 12',,.@ M1 ;1 O- 1, #241 CJ07 * SPF 2x ST / (1 RID 11--- -_ A 22x8-1 /2 - 2 2x8-1 /2 A _ -- -IT 4f X xw AW III Ii ,�` ii ii BM1 ii Ax wU u �, w ,l; -------------------- o � u 00 �% - - - - J f - - - -- ------ -- --- - - - - -- - -- - c F09 (..) p ---------- --- - O - --- I - ----._ O o'oF02 (7) J0o � - -- �II F02 (7) f Z------------------------------ - - ---- _._ . .. _ . E-+ _.._....-------------- ----- - --� t ---------------------------------------- Q Cn FT Q A Q - - --- -- ------ �- ---- - T-- -------- — W O s� U A II L-; Oc Q C-C"'L�� QGQ IF11w cv ---- -- ,� 3 N - -- -- -- - - - -- --- - -- - -- -- - -------------- --- — - — _ 00 -- ---- -.-------- _ .... ------------- -- % � O � N O \w c v o F12 - -- - - ---------- -- -- ------------- - --' - 4 oo W - ---- - -- ---- ----- --- ---- - - ---......... - - -- --� oo F03 3 w c=,- --- -- A X FOU Cn U ------- -+�W raw F ---- ----H — ------------- /-11 ---------- - O O O \ F04 FO �N W H - - ----- ----- .-.. `^ - -f7 rn. O vl Q -- F14 M . _ - ---- --- ----- ------- -------- , as 00 C4 ' N 1 04 O F05 (3) F05 3 - - ----------- -r* w v -- -- ----------------- ---- -------------- O .. 3 Q Wj F15(3) \ ------ ----- ----- w a -- - ----- ------------------------------ -- z z O o H - �A ------------ ------------------- - ----------- - -- -- -- w OOO Q pq ............ ppqq GUOO - -- - �0--- 0 ZOOOO SFA, w - - ---- ----------- -- --- -- E-+ rn O E, ------ ----- F16 p 2ply #2 SPF " U Z 0 Q a �¢ a w0 3IV 0 2x4 POST '-4 O O Q A -------------------------- 0 Q ------ -- — -------- — -- --- 3 ¢ 0 - ~ -- ---- 1 -- - — ---W - - - -- - — — - - -- --- -----------------------------~ ------------ -- - O U 7 ----------- - - F07 O U w O SEE DETAIL A/S1 �O F02 SEE DETAIL A/Sl --- -- _.. ---- .---------- ------ ------ ..._---- --- - 2 wor- - Fol 2 2x6 -CONT. -1/3 2 2x6 -CONT. -1/3 Fol 1PLY #2 SYP 2x8 _......... -. 1PLY #2 SYP 2x8 %' w A --- ----------- --- - - ---- ------------ w Ca LL]w LEDGER LEDGER w � ZSHEATH PORCH a� SEE DETAIL' AIS 1 Q � � o � �' Uj z H �, __ .- w z E~ �, .., LOCATED AT LOCATED AT �¢ z H z H -- - - - ._. - .. w H -- SHEATH PORCH w n ROOF a CEILING PER � - - - d �, o ROOF w o DETAIL Q/STI W o � w w o CEILING PERCy RAFTER(S) & O r U" Z 2 2X6 -COI .- l; 3' z x DETAIL Q/ST I o RAFTER(S) & CEILING z - CEILING JOIST(S) 2 2x8 2 2x8 w A o z H w ❑ 2 2x8 2 2x8 ❑❑ FASTENED TO FASTENED TO 5 � : SHEATH PORCI3 y EA. VERT. WEB i � Q CEILING PER EA. VERT. WEB MEMBER IN � O u�. � DETAIL Q/ST 1 MEMBER IN O � TRUSS TO1 W/ TRUSS TO1 W/ I 1PLY #2 SYP 2x8 LEDGERE:�4/ (3).131"0LOCATED AT ROOF 2 2x8 2 2X8 1PLY #2 SYP 2x8 LEDGER (3).131"0" NAILS RAFTERS &CEILING LOCATED AT ROOF NAILS JOIST(S) *RODS AT MAX. 3'-10"o/c RAFTER(S) & CEILING I I FASTENED TOEA' VERT. JOISTS) WEB SS TO I FASTENED TO EA. VERT. W/ (3) 13 , TRUNNAILS 2 I A FLOOR STRUCTURAL PLAN WEB MEMBER N TRUSS TO 3/16" = 11-011 W/ (3).131"x3" NAILS *RODS AT MAX. 5'4"01/c. CONVENTIONAL STRAPPING PER DETAIL A/STI *RODS AT MAX. 5'-8"o/1Z:. 0 0 04 s� 3/1611 _ 11_011 � FILE COPY THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER -49 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($) OR PROJECT($) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENOINEER IDENTIFIED BELOW. REV DESCRIPTION 1 — 2 — 3 — 4 — The CASTILLO Group A Florida Corporation Designers Engineers 655o Roosevelt Blvd. Jacksonville, FL 32244 (904) 772-6ioo P FL CoA No. 29015 4 �-4 w 0 Q w Q 0 � H DESIGN MEB DRAFT MEB CHECKED EAW SCALE N. T. S. DATE 6.6.2016 JOB N0. 16-153 SQ. FT. NA -PaNt -t"r: P ine'�. • .1 1 Q� • i • in CA Iii a" SHEET 2 of 4 * * * It 7/16" STRUCTURAL I -RATED OSB MAY BE USED I.L.O. 15/32" EXPOSURE 1 -RATED. SHEATHING THICKNESS & ATTACHMENT SCHEDULE • BLOCK ALL PANEL EDGES 8d RING SHANK rtrt Ktw3.Z.-3.1 Ur lu rot, -n: mm. U.ii� •• MIN. WALL SHEATHING & NAILING MAY BE OVERRIDDEN OF WALL SHEATHING. NOMINAL SHANK dio., RING dia. 0.012" OVER SHANK dio., 16-20 RINGS PER INCH, 0.280"dia. FULL ROUND HEAD, MIN. 2" LENGTH. BY REQUIRED SHEARWALL NAILING (SEE F/STI), ROOF SHEATHING PER SEE P/STI FOR BOTTOM CHORD TABLE, W/ PLY CLIPS BRACING REQUIREMENTS. (4) .131x3" TOE -NAILS O EA. TRUSS/ ••• MIN. 19/32" RAFTER -TO-TOP PL. IN ADDITION TO ENGINEERED TRUSSES OR (40/20) WITH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE CONVENTIONAL (SOLID -SAWN) ROOFING. UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & FRAMING, SEE PLAN, LAYOUT OR NOTED OTHERWISE. RAFTER BEARING POINTS. SSOCIATED DELEGATED INGTRUSS-TO-PL, CONCTORORIENTATIONOR'NTATION OFRMEMBERSIZE & NETYPE Nil I EXCEPT .AS NOTED ON STRUCTURAL P_AN(S).- -----------------------------------------.....----------------------------------.- PLIES .----------.---. „ (2) 2x() #2 SYP TOP PL.. FASTEN L Al.l.' IYJ'I TRUSSES TO HAVE.. TOGETHER W/ (2) ROWS .131x3" NAILS O ---------------------------- r__ .._....__-----._.. (1) H2.5A 1 4! ;1) SDWC 5CRE;N 12"o/c, STAGGERED, W/ MIN. 24" LAP / MIN. (12) .131x3" NAILS IN EA, LAP. SPH4-6-8 O MAX 32"o/c O PL. -TO -STUDS - NOT REQ'D WHEN USING WOOD*Tie *TOENAILS TO TOP PLATE NOT REQUIRED J4,1 ANCHORING RODS PER DETAIL B/ST1 TYPICAL EXTERIOR WALL 2x( ) #2 SYP SHOE PL. W/ (2) ROWS OF ,131x3" O 12"o/c, STAGGERED, 47 MIN. 23 23/32" APA- OR TECO -RATED EXTERIOR STUD WALL SPECIFICATIONS (I 11 T&G DECKING (24 -o/c STURD-I-FLOOR) W/ II 11 SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING. 6"/6"o/c 10d NAILING & APPROVED II CON TR CTION ADHESIVE, _ _ - - _ - - ATCH SIZE, GRADE & TYPICAL INTERIOR BEARING WALL Ilii QUANTITY of ALL 2nd 11---�_.. 1 � FLR STUD COLUMNS W/ /' i r BLOCKING IN FLR SYS. ,�` ` EXCEPT AS NOTED ON STRUCTURAL PLAN(S) INT. LOAD-BEARING STUD WALL SPECS 1� � � � 2 AND W/ 1st FLR-LEVEL I \ / I ` EFFECTIVE PL. HT. FT ALLOWABLE STUD IL, . ._ -'..--._ STUD COLUMN U.N.O.. _.... [ _.. -I .L.... _...LY :_. --- jCMs meat I= �a-4 To 12'- t a 2x4 2 PF STUDS ®16" o r INTERMEDIATE FLOOR SYSTEM - TO 18'-7-1 I APPLICABLE TO MULTI -STORY BUIL ��� TO 21'-7" x6 SYP STUDS12" o U II ONLY. SEE PLAN, LAYOUT, OR II II IIA 'l ASSOCIATED DELEGATED ENGINERING FOR ATTACH 2nd FLR STUDS TO 1st FLR -r TYPE, SIZE & ORIENTATION OF MEMBERS, JLV STUDS (OR BEAMS) W/ CS16 STRAPS BRACING, BLOCKING & INSTALLATION (28" + DEPTH OF FLR SYS. IN LENGTH) DETAILS. 0 MAX. 32"o/c W/ (11) 1 Od/END, SEE SCHEDULE FOR CENTERED ON FLR SYS., TYPICAL, INT, MINIMUM WALL STUD & EXT. WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & USING WOOD*Tie ANCHORING RODS PER SPACING "\ - DETAIL B/ST1 TYPICAL, U.N.O. FASTEN EXT. WALL SHEATHING PT 2x( ) #2 SYP SHOE PL.. TO TOP PL., SHOE PL. & RIM or SPH4-6-8 O MAX 32"o/c O » „1,,r PL -TO -STUDS - NOT REQUIRED RIBBON W/ PRESCRIBED EDGE NAILING WHEN USING WOOD *Tie ANCHORING SIZE/SPACING. RODS PER DETAIL B/ST1. WITH 4" BRICK VENEER EXTERI FINISH, ADD CORRUGATED G LV. BRICK TIES O 24"o/c HORZ. & 16"o/c VERT. BRICK TIES MUST 1/2"dia X 7" EMBEDMENT BE FASTENED THRU SHTN'G TO CAST -IN-PLACE "J" BOLTS OR WALL STUDS. 1/2"dia X 6" EMBEDMENT EPDXIED ALL -THREAD RODS W/ WALL SHEATHING PER TABLE 2"x2"0/8" WASHERS O 24"o C. SEE SILL PL. SHEAR CONNECTOR MONOLITHIC -STYLE FOUNDATION SCHEDULE ON S -SHEETS) SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. APPROVED FOUNDATION TYPES/STYLES. G-- TYPICAL ONE- & TWO-STORY WALL DETAIL NOT TO SCALE := LOW -CARBON STEEL NUT FOR X2"e A -- ROOF SYSTEM - ABOVE ROUND "FENDER" WASHER ABOVE - CONNECTED TO WALL 3"x3"x9/64" SLOTTED STEEL WASHER. - i -- PER STRUCTURAL ^I -'------ DETAILS. ROD TO BE POSITIONED SO THAT SQUARE I------ ---- ------ WASHER CAN BE TOTALLY SUPPORTED BY -TOP PL.. i PER END RODE SHEATHING *WALL_ SHE(= THING* WIND (supported @ 24" 0/C MAX.) (supported / MAX.) SPEED & Sd RING SHANK NAILING MIN. THICKNESS (SPAN INDEX) 8d COMMON NAILING ** EXPOSURE MIN THICKNESS ***IN PERIMETER/ HORIZONTAL ERT APP. W VERT APP. INT END TORQUE NUT ABOVE WASHER TO 30-35 (SPAN INDEX) ZONE END ZONES APPLICATION OUT STUCCO W/ STUCCO ZONE ZONE �i O TOP PL, -TO -HEADER O 7/ 1 15/3 2" G"/ 12" G"/ 12" Pli N. I MAX. 32"o/c. (24/1 G) (24/ 1 G) (32/ 1 G) < 115 � 132 mph f' II 7/1 G GV 12 G /6 (supported I MAX.) MIN. THICKNESS (SPAN INDEX) 8d COMMON NAILING EXP. B, C, & D (24/1 G) HORIZONTAL ERT APP. W1 VERT APP. INT N ,---/1 APPLICATION DUT STUCCO W/ STUCCO ZONE ZONE 7'--9" 1 END -NAILS O KING -STUD 1 5/32i' 1 5/32" 19/321 G"/ 1 211 G"/G" ... -. .. -. I - -- : TO HEADER. 2x6 HDR. (32/ I G) (32/IG) (40/20) • BLOCK ALL PANEL EDGES 8d RING SHANK rtrt Ktw3.Z.-3.1 Ur lu rot, -n: mm. U.ii� •• MIN. WALL SHEATHING & NAILING MAY BE OVERRIDDEN OF WALL SHEATHING. NOMINAL SHANK dio., RING dia. 0.012" OVER SHANK dio., 16-20 RINGS PER INCH, 0.280"dia. FULL ROUND HEAD, MIN. 2" LENGTH. BY REQUIRED SHEARWALL NAILING (SEE F/STI), ROOF SHEATHING PER SEE P/STI FOR BOTTOM CHORD TABLE, W/ PLY CLIPS BRACING REQUIREMENTS. (4) .131x3" TOE -NAILS O EA. TRUSS/ ••• MIN. 19/32" RAFTER -TO-TOP PL. IN ADDITION TO ENGINEERED TRUSSES OR (40/20) WITH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE CONVENTIONAL (SOLID -SAWN) ROOFING. UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & FRAMING, SEE PLAN, LAYOUT OR NOTED OTHERWISE. RAFTER BEARING POINTS. SSOCIATED DELEGATED INGTRUSS-TO-PL, CONCTORORIENTATIONOR'NTATION OFRMEMBERSIZE & NETYPE Nil I EXCEPT .AS NOTED ON STRUCTURAL P_AN(S).- -----------------------------------------.....----------------------------------.- PLIES .----------.---. „ (2) 2x() #2 SYP TOP PL.. FASTEN L Al.l.' IYJ'I TRUSSES TO HAVE.. TOGETHER W/ (2) ROWS .131x3" NAILS O ---------------------------- r__ .._....__-----._.. (1) H2.5A 1 4! ;1) SDWC 5CRE;N 12"o/c, STAGGERED, W/ MIN. 24" LAP / MIN. (12) .131x3" NAILS IN EA, LAP. SPH4-6-8 O MAX 32"o/c O PL. -TO -STUDS - NOT REQ'D WHEN USING WOOD*Tie *TOENAILS TO TOP PLATE NOT REQUIRED J4,1 ANCHORING RODS PER DETAIL B/ST1 TYPICAL EXTERIOR WALL 2x( ) #2 SYP SHOE PL. W/ (2) ROWS OF ,131x3" O 12"o/c, STAGGERED, 47 MIN. 23 23/32" APA- OR TECO -RATED EXTERIOR STUD WALL SPECIFICATIONS (I 11 T&G DECKING (24 -o/c STURD-I-FLOOR) W/ II 11 SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING. 6"/6"o/c 10d NAILING & APPROVED II CON TR CTION ADHESIVE, _ _ - - _ - - ATCH SIZE, GRADE & TYPICAL INTERIOR BEARING WALL Ilii QUANTITY of ALL 2nd 11---�_.. 1 � FLR STUD COLUMNS W/ /' i r BLOCKING IN FLR SYS. ,�` ` EXCEPT AS NOTED ON STRUCTURAL PLAN(S) INT. LOAD-BEARING STUD WALL SPECS 1� � � � 2 AND W/ 1st FLR-LEVEL I \ / I ` EFFECTIVE PL. HT. FT ALLOWABLE STUD IL, . ._ -'..--._ STUD COLUMN U.N.O.. _.... [ _.. -I .L.... _...LY :_. --- jCMs meat I= �a-4 To 12'- t a 2x4 2 PF STUDS ®16" o r INTERMEDIATE FLOOR SYSTEM - TO 18'-7-1 I APPLICABLE TO MULTI -STORY BUIL ��� TO 21'-7" x6 SYP STUDS12" o U II ONLY. SEE PLAN, LAYOUT, OR II II IIA 'l ASSOCIATED DELEGATED ENGINERING FOR ATTACH 2nd FLR STUDS TO 1st FLR -r TYPE, SIZE & ORIENTATION OF MEMBERS, JLV STUDS (OR BEAMS) W/ CS16 STRAPS BRACING, BLOCKING & INSTALLATION (28" + DEPTH OF FLR SYS. IN LENGTH) DETAILS. 0 MAX. 32"o/c W/ (11) 1 Od/END, SEE SCHEDULE FOR CENTERED ON FLR SYS., TYPICAL, INT, MINIMUM WALL STUD & EXT. WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & USING WOOD*Tie ANCHORING RODS PER SPACING "\ - DETAIL B/ST1 TYPICAL, U.N.O. FASTEN EXT. WALL SHEATHING PT 2x( ) #2 SYP SHOE PL.. TO TOP PL., SHOE PL. & RIM or SPH4-6-8 O MAX 32"o/c O » „1,,r PL -TO -STUDS - NOT REQUIRED RIBBON W/ PRESCRIBED EDGE NAILING WHEN USING WOOD *Tie ANCHORING SIZE/SPACING. RODS PER DETAIL B/ST1. WITH 4" BRICK VENEER EXTERI FINISH, ADD CORRUGATED G LV. BRICK TIES O 24"o/c HORZ. & 16"o/c VERT. BRICK TIES MUST 1/2"dia X 7" EMBEDMENT BE FASTENED THRU SHTN'G TO CAST -IN-PLACE "J" BOLTS OR WALL STUDS. 1/2"dia X 6" EMBEDMENT EPDXIED ALL -THREAD RODS W/ WALL SHEATHING PER TABLE 2"x2"0/8" WASHERS O 24"o C. SEE SILL PL. SHEAR CONNECTOR MONOLITHIC -STYLE FOUNDATION SCHEDULE ON S -SHEETS) SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. APPROVED FOUNDATION TYPES/STYLES. G-- TYPICAL ONE- & TWO-STORY WALL DETAIL NOT TO SCALE := LOW -CARBON STEEL NUT FOR X2"e A -- ROOF SYSTEM - ABOVE ROUND "FENDER" WASHER ABOVE - CONNECTED TO WALL 3"x3"x9/64" SLOTTED STEEL WASHER. - i -- PER STRUCTURAL ^I -'------ DETAILS. ROD TO BE POSITIONED SO THAT SQUARE I------ ---- ------ WASHER CAN BE TOTALLY SUPPORTED BY -TOP PL.. i PER END WINDOWS, W/ (2) .131x3 TOE -N ILS . MF:Mbt.H I G ✓ N WALL HEIGHT CONNECTION REQUIRED SHEATHING OR STRUCTURAL A HEADER, ADJACENT TO i -2X4 SHEET -SIDING W/ (1) ROW OF 8d I TORQUE NUT ABOVE WASHER TO 30-35 NAILS O 3"o/c AT TOP OF �i O TOP PL, -TO -HEADER O SHTN'G (IN TO TOP >) AND AT Pli N. I MAX. 32"o/c. AT TIME OF INSTALLATION 2-A3:3'S W/8dX1 NAIL` ---- ------ ------- --------- - ---------- NO ADDITIONAL PL. -TO -HEADER Ir FOOT-POUNDS (AFTER EPDXY CURES). ,---/1 =-- 7'--9" 1 END -NAILS O KING -STUD I ... -. .. -. I - -- : TO HEADER. 2x6 HDR. SPECIFIED ON STRUCTURAL PLAN. - I, USE (6) NAILS, 2x8 2x10 HDRS. USE (9) •ATR MAXIMUM OUT -OF -PLUMB ' �- WINDOW HEAD -APPLICABLE ONLY \`. NAILS, 2x12 & ENG. END -NAILS O KING -STUD WHEN WINDOW DOESN'T ATTACH DIRECTLY TO HEADER. SEE TABLE FOR WOOD HDRS. USE (12} TO HEADER. 2x6 HDR. USE (6) NAILS, 2x8 & 2x10 TOLERANCE: Y41" PER FOOT OR 2" PER NAILS.. HDRS. USE (9) NAILS. 2x12 r-,+ (1) MSTA-SERIES STRAP WOOD*TIO ROD ----_-_-_---T I I FLOOR LEVEL - WHICHEVER IS LESS, SEE DETAIL C/STI FOR (VERTICAL) PROVIDE FULL 12" STRAPS, 2x8 & 2x10 HDRS. USE 18" STRAPS, WOOD•Tie ANCHORING RODS, PE i . SHEATHING COVERAGE FOR SIZE & CONNECTION(S). USE 24" STRAPS. . DESIGN RW ON MIN. ONE PLATE. i ) NAILING INTO TOP PLATE I JACK- & KING -STUDS) PER A/STI, ! I I , -----1 I I Ii Ii I, INTERMEDIATE FLOOR I I I LOW -CARBON STEEL I SYSTEM I APPLtCAI3LE To MULTI -STORY I 1 {,j ... COUPLER W/ MIN. W 1 L ::: ------ ---- --- --- --� BUILDINGS ONLY. THREAD ENGAGEMENT II. JACK -STUDS FOUNDATION. / ' ' I FROM EACH WOOD•Tte 11 " ! I ROD. (OPTIONAL, ------ LOCATE AS REQ'D) 11 i I U I WOOD -Tie RODS - rdia. `IAEW CHIMNEY FRAMING DETAIL WITH APPLICABLE MANUFACTURER'S A307 THREADED STEEL RODS BEAM T�O�P�TM�EI�N��O�F ABOVE POST/BEAM INSTRUCTIONS & ("ATR") LOCATED AT ST1 NOT TO SCALE DIRECTIONS. CORNERS, EACH SIDE OF WOOD*Tie ANCHORING RODS TRADITIONAL METAL CONNECTORS TOGETHER PER DETAIL I -F�D-STC 1 1 I I OPENINGS LARGER THAN 6', "INDEX" SHEATHING 1/4" FROM EDIATE 11 i AND 6'o/c (EXT, WALLS) or BOTTOM OF SHOE PLATE FOR SILL PLATE i 4'o/c (INT. WALLS) MOISTURE PROTECTION AND TO SHEAR THEREAFTER. SEE DETAIL CREATE OVERLAP ONTO DOUBLE CONNECTORS - F/ST1 FOR USE AT ENDS OF PLATE O TOP OF WALL. SEE TABLE FOR SHEAR WALL SEGMENTS. OUTSIDE FACE OF SHEATHING TO "FLUSH" APPROVED FASTENERS AND i BE W/ SLAB EDGE. _..-- --- --. SPACING, i ,� - -` 1111. ------- SIMPSON "AT" (ACRYLIC TIE) Z to N __ �� FOUNDATION 2 -PART EPDXY, INSTALLED PER MANUFACTURER'S w (j J .< MONOLITHIC -STYLE INSTRUCTIONS. v oFOUNDATION w = SHOWN FOR CLARITY, SEE M -i w = I SHEET ST2 FOR APPROVED FOUNDATION 100 F- 'A N TYPES/STYLES. 7 Q : D M U U MIN, 2" EDGE . In' C1 SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON DISTANCE S-SHEET(S) FOR SILL PL. -TO -FOUNDATION <1 ACHORAGE WHEN USING WOOD•Tie RODS. B WOOD*Tie DETAILS & SPECIFICATIONS ST1 NOT TO SCALE 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP A MIN. 7/16" THICK WALL WINDOWS, W/ (2) .131x3 TOE -N ILS . MF:Mbt.H I G ✓ N WALL HEIGHT CONNECTION REQUIRED SHEATHING OR STRUCTURAL A HEADER, ADJACENT TO i -2X4 SHEET -SIDING W/ (1) ROW OF 8d 2• TOP PL. - PER CALL SPH4-6-8 CONNECTORS NAILS O 3"o/c AT TOP OF AX FOUT ON STRUCTURAL O TOP PL, -TO -HEADER O SHTN'G (IN TO TOP >) AND AT Pli N. I MAX. 32"o/c. BOTTOM OF SHTN'G (IN TO HDR, ,.- 2-A3:3'S W/8dX1 NAIL` ---- ------ ------- --------- - ---------- NO ADDITIONAL PL. -TO -HEADER Ir 5' - 2" 16...0.131 X 3" TOE NAILS CONNECTORS REQ'D W/ TRUSS4 131x3" TOE- OR UPLIFTS <1,000#, FOR HIGHER 7'--9" 1 END -NAILS O KING -STUD UPLIFTS USE CONNECTIONS AS ... -. .. -. I - -- : TO HEADER. 2x6 HDR. SPECIFIED ON STRUCTURAL PLAN. - I, USE (6) NAILS, 2x8 2x10 HDRS. USE (9) 131x3" TOE- OR ' �- WINDOW HEAD -APPLICABLE ONLY \`. NAILS, 2x12 & ENG. END -NAILS O KING -STUD WHEN WINDOW DOESN'T ATTACH DIRECTLY TO HEADER. SEE TABLE FOR WOOD HDRS. USE (12} TO HEADER. 2x6 HDR. USE (6) NAILS, 2x8 & 2x10 SIZE & CONNECTION(S). t-- NAILS.. HDRS. USE (9) NAILS. 2x12 -- -- --- -- --- ...._ _... -' --- --- -- --- ---''-'-- - .... -----...._----------1 �+---........--- --- --- i--___---- (1) MSTA-SERIES STRAP & ENG. WOOD HDRS, USE (12) NAILS.. ----_-_-_---T I I O EACH JACK -STUD TO HEADER, 2x6 HDR. USE SEE DETAIL C/STI FOR (VERTICAL) INTERMEDIATE WINDOW HEAD- APPLICABLE W/ DETACHED 12" STRAPS, 2x8 & 2x10 HDRS. USE 18" STRAPS, WOOD•Tie ANCHORING RODS, PE TRANSOM(S) ONLY, SEE TABLE 202 & ENG. WOOD HDRS. DETAIL B/ST1, EACH SIDE OF FOR SIZE & CONNECTION(S). USE 24" STRAPS. EACH OPENING, WITHIN 2" OF DESIGN RW -COLUMNS TALLER THAN 10' OR JACK -/KING -STUD ASSEMBLY, STRAP FOR A SQUARE CHIMNEY & (2) HTS20-S OR (1) SPH4-6-8 CONNECTOR I I JACK- & KING -STUDS) O SINGLE JACK -STUD TO W/ (4) ,131x3" TOE/END NAILS AT EACH END OF BLOCKING TO PER CALLOUT ON STRUCTURAL PLAN. HOE PL. USE (1) LTT20B WOOD USE PT #2 WOOD*Tie O DOUBLE JACK -STUDS TO INTERMEDIATE SHEAR WINDOW SILL - SEE TABLE FO SIZE & CONNECTION(S). FOUNDATION. USE (1) HTT16 O TRIPLE (OR MORE) TO FASTENERS, PER SILL PL. WINDOW(S) AND � JACK -STUDS FOUNDATION. / SHEAR CONNECTOR SCHEDULE -- --_-QOOR(S) SHALL BF ---- -- FRAMING SEE RuC URAL PLAN I ON S-SHEET(S). ----- �` l ATTACHED TO 11 �I : ------ II APPROPRIATE I1 FRAMING MEMBERS I I ANCHOR BOLTS PER I ! IN ACCORDANCE DETAIL A/STI, TYP, `IAEW CHIMNEY FRAMING DETAIL WITH APPLICABLE MANUFACTURER'S SHEAR -WALL BRACING TO SCALE BEAM T�O�P�TM�EI�N��O�F ABOVE POST/BEAM INSTRUCTIONS & (TYP) ST1 NOT TO SCALE DIRECTIONS. ° ° ° - WOOD*Tie ANCHORING RODS TRADITIONAL METAL CONNECTORS EXTcRIOR-WALL-OPENING HEADER OR SILL 1.30 MPH, EXPOSURE B. i MAXIMUM SPAN OP .NTNG FOR---- MF:Mbt.H I G ✓ N WALL HEIGHT CONNECTION REQUIRED REO'D - - - - - - - . ---- AT ENDS J0. '2, SPF j 8' ! 9' 10 11' 1 i -2X4 - - ------- --'1" I "i - � •} -� 10 -. i S' 3" 5 NAILS 4---0.13 1 X 3" TOE L 2.- 2X4 ' S'-4" 17'-11" 7'-6" 7'-2" 6'-10" 10--0.131 X 3" TOE NAILS i _2x68'-8" 8'-2" j 7'-9" ?'-s" 7'-1" 6-0.,3, X 3" TOE NAILS 2-2x6I2' -4' I 8" I 't' C" 10' -6" 110'--1" . 2-A3:3'S W/8dX1 NAIL` EXTERIOR WALL -OPENING HEADER OR SILL 130 MFH, "EXPOSURE C. - - - ----- ------ - - ----- MAXIMUM SPAN/OPENING FOR i MEMBER i GIVEN WALL HEIGHT I CONNECTION REQUIRED REQ'D I - - I AT ENDS --1 - SPF --- --- - -- 1Q. z .,. 8' 9' 1 C' --1 I 1' 12' ------ ..._ - .._�;------.--- -----r 4'----- ----' 1-2X4 ; C" 4'--8" 4'-'" _ - .-- -- j "- 3'-9" 5" a -..x.131 X 3" TOE NAILS -------------------------- '------------+------------------------- 8' �' 10' 11' ---- ------ ------- --------- - ---------- ;;- 2-2X4 1 7'-- I 6'-- 8" 1 6'---2" 5'-- 5' - 2" 16...0.131 X 3" TOE NAILS 1-2X6 7'-4" 6' '1' I 6' 2." 5' 7 1 5-2" 16-0.131 X 3' TOE NAILS 2-2X6 I 10'--5"I 9'-6" 1 8'-6" 7'--9" 1 i' 1" -A35'S W/8 -1X1 1" NAILS c TYPICAL OPENING FRAMING DETAIL - U.N.O. STl NOT TO SCALE z 3 EXTERIOR WA'_L OPENING HEADER OR ... 130 MP, EXPOSURE D. - -.- P MAX . U+ SPAN/OPENING F.:n O,C., STAGGERED O 4" O.C. MEMBER i • GIVEN WALL HEIGHT PLY. ' CONNECTION REQUIRED REQ'D ! 00 Al ENDS N . 2 SPF O 8' �' 10' 11' 2' OF 2x4 • • • e 1-2X4 3 ':'4"' 3' - - [ ' I 3 a--0.131 x 3" TOE NAILS 2-2X4I 6'- 2" j 5 -6 - -C 4'-c.. -,----."'-!----,-- "- I 4'--2" 6-0.131 X 3" TOE NAIL 1-2X6 6'-- 2" I ;' r" 5' G" 4' 6 ; 4' - '--0131 X 3" TOE NAILS 2-2X6 8'--6" 7' . ! 6' 10" 6' P -A35'S W/SdX1 �" NAIL`: c TYPICAL OPENING FRAMING DETAIL - U.N.O. STl NOT TO SCALE z 3 SWB w 1- (2)2x( ) HEAD AND SILL (TYP) h w HEADER -TO -STUD STRAPPING SPECIFICATIONS. NAIL THROUGH A.P.A. RATED SHEATHING INTO FRAMING W/ 8d AT 3" O.C. AT ALL -EDGES AND INTO EACH PLY OF EACH DOUBLE INTERIOR PLATE, 12" O.C. ELSEWHERE. FOR OTHER UPLIFT HARDWARE AND CONNECTIONS, SEE TYPICAL WALL SECTION AND TYPICAL HEADER FRAMING DETAIL. AT DOUBLE INTERIOR SILLS/PLATES/BLOCKING, NAIL FIRST PLATE TO SECOND PLATE W/ (2) ROWS 12d COMMONS AT 8" O.C. SIDE PANEL HEIGHT TO WIr)TW PP'ni IIRFLAFNTS h ft IN. w ROWS OF 271" 10d NAILS O 8" • 1 d NAILS • • O,C., STAGGERED O 4" O.C. AS SHOWN, EA (1) ROW OF STAGGERED, • tOd NAILS O PLY. 1 1/4" OFF 1 5/ • • 6" O.C. WoOD•TIe RODS STAGGERED, < OF 2x6. • 00 I(3) 11 2 1 Z" 11 WITHIN 3/4" . . ENCLOSED OF CENTERLINE 12"o/c OF 2x4 • • • e tt e 1 1/2" 1 1/2" 2 1 5/8" miwr�� 6"o c / •TYPICAL CONNECTIONS O STUD SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL COLUMNS- JACK -TO -KING STUD SHEATHING -TO -POST W/ MIN 8d's O 12" O/C OR GYPSUM -TO -POST W/ IQLITFR I ASSEMBLIES, CORNER POST. ETC. MIN 5d's O 4" 0/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH *SPECIFIED NAILING REQUIRED FOR PLY TO SHEATHING AS S 12"o/c EVERY PLY IN ADDITION TO 2 PLY'S. (1) h'dia WOOD*Tie ROD MULTIPLE PLY PAST CONNECTIONS (1) Y2"dia WOOD*Tie ROD ST1 NOT TO SCALE BEAM TO POST. ---- _......._-------------------'------------------- --..........------------------------ - --------------------- LENGTH OF CS16 STRAPPING W/ MIN. (10) 10d COL. BELOW w/ 1st INTO EACH PLY OF SILL & HEAD(ER), EXTEND UNSUPPORTE PANEL EDGES I A NAILING PER ALL TABLE ON HORIZONTALLY ACROSS STUD ASSEMBLY & ---_...-- ' ---- BLOCKING, CONTINUOUS TO CORNER, FILLING ALL PARTIALLY ENCLOSED HOLES W/ 10d. (TYP - 4 STRAPS O HEAD(ER) & (2)2x( ) BLOCKING (TYP). MATCH SIZE 4 STRAPS O SILL •". OF ADJACENT FRAMING (STUDS). HEADER PER STRUCTURAL PLAN SEE DETAIL C/STI FOR (VERTICAL) SWB w 1- (2)2x( ) HEAD AND SILL (TYP) h w HEADER -TO -STUD STRAPPING SPECIFICATIONS. NAIL THROUGH A.P.A. RATED SHEATHING INTO FRAMING W/ 8d AT 3" O.C. AT ALL -EDGES AND INTO EACH PLY OF EACH DOUBLE INTERIOR PLATE, 12" O.C. ELSEWHERE. FOR OTHER UPLIFT HARDWARE AND CONNECTIONS, SEE TYPICAL WALL SECTION AND TYPICAL HEADER FRAMING DETAIL. AT DOUBLE INTERIOR SILLS/PLATES/BLOCKING, NAIL FIRST PLATE TO SECOND PLATE W/ (2) ROWS 12d COMMONS AT 8" O.C. SIDE PANEL HEIGHT TO WIr)TW PP'ni IIRFLAFNTS h ft IN. w 7 271" 6 1 -8 1/2 5' I'- 5" 7'-72 -2 , 2 . (1) HTT5 TO ATR (TYP), HEIGHT -LIMITED � -F-1 APPLICATIONS MAY USE, I.L.O. EAQti HTT5, (1) PHD6 OR (2) PHD2's. IF FOOTING (SEE TYPICAL WALL SECTION) PHD2's ARE USED, MATCH H774 ATR -------------------------------------------------.....------------------------------ ----------------------------------------- SPECS. IF OVER 1st FLOOR BEAM, -- _ --------- .-- STRAP TO BEAM W/ (3) CS16's (3ply END POSTS REQUIRED), _ E SWB SPECIAL SHEARWALL DETAIL ST1 NOT TO SCALE --1-j--^- SW (TYPE) i I 11 i MIN. 7/16- THICK (24/16 SPAN INDEX) APA- OR TECO -RATED WALL SHEATHING ATTACHED TO FRAMING MEMBERS & BLOCKING PER TABLE BELOW. BLOCK ALL UNSUPPORTED PANEL EDGES W/;MIN. 2x4 BLOCKING. ! ' 2ply MIN. STUD END POST (PER I STRUCTURAL PLAN) O EACH END OF;i SHEAR -WALL U.N.O.. SEE DETAIL D -STI I If OR ATTACHMENT OF PAST PLY'S. ISI WOOD TIE RCQG PER I q ST1 I h ! _11 HOLD-DOWN AT EACH E OF SHEAR -WALL PER < FROM EDGE OF � I SHEATHING/POST KING -STUD ASSEMBLY AT OPENINGS MAY SERVE AS END POSTS AT SHEAR -WALL ENDS INTERMEDIATE SHEAR ! I ASSOCIATED TABLE. i ` FASTENERS, PER DETAIL If I / A ST1 TABLE, TYP, --- 1 -,I LIL..­... - -, 1 y' L INTERMEDIATE SHEAR FASTENERS, PER SILL > SHEAR CONNETOR SCHEDULE ONS SHEET(S). TRDTN'L MTL CONNECTORS WOOD"Tie ANCHORING RODS EXTRA ROD REQ. FOR SHEAR -WALL HOLD DOWN IN ADDITION TO ANY RODS USED FOR UPLIFT. 7/16" THICK (MIN.) (24/16 - SPAN INDEX) APA- OR TECO -RATED WALL SHEATH NG w/ (1) ROW OF 8d NAILS 3"o/c AT TOP OF SHTN'G IN TO TOP >) AND AT BOTTOM 0.7 SHTN'G (IN TO HDR,), NO ADDITIONAL >-TO-HEADER CONNECTORS REVD W/ TR SS UPLIFTS <1,000#, FOR HIGHER UPLIFTS USE CONNECTIONS AS SPECIFIED ON STRUCTURAL PLAN, TRUSS TO > CUPS TO THE BEp�A�TTACEHED TO SHEA W OUTSgIBE• CORNER 0 GARAGE. ,131x3" TOE- OR END- N ILS O KING -STUD TO HEADS it. 200 HDRS. USE (9) NAI S, 202 & ENG. WOOD HDR i. USE (12) NAILS. HEADER, ADJACENT TO TOP > - PER CALL 24OUT ON STRUCTURAI PLAN. , •• IF THE INDICATED EMBEDS STRAP(S) ARE NOT PROPERL CAST -IN-PLACE, THEY MAY REPLACED BY THE FOLLOWINI (1) HTT22 •• SPH4-6-8 CONNECTORS AT TOP >-TO-CORNER POST ASSEMBLY AND O TOP >-TO-HEADER O MAX. 32"o/c. OUTSIDE CORNER OF GARAGE. .131x3" TOE- OR END -NAILS O KING -STUD TO HEADER, 200 HDRS. USE (9) NAILS, 2x12 & ENG. WOOD HORS. USE (12) NAILS. (1) MSTA-SERIES STRAP O EACH JACK -STUD TO HEADER, 2x10 HDRS. USE 18" STRAPS, 2x12 & ENG. WOOD HDRS. USE 24" s' kDDED STRAPS MUST APPLIED TO FRONT SIDE N OF WEB I -, CONTINUOUS LATERAL WOOD•TIe ANCHORING R /16" THICK (MIN.) (24/16 SPA ` BE INSTALLED */ADDITIONAL BRACE QUANTITY AND PER DETAIL B/STI, AT INDEX) APA- OR TECO -RATED PC. OF #4 REBAR PER •• LOCATION DEFINED BY EACH END OF WALL WALL SHEATHING W/ 3"/12"0/c SIMPSON INSTRUCTIONS. TRUSS ENGINEER, SEGMENT, WITHIN 2" OF Bd NAILING, EXCEPT WHEN NOTED. CONNECT TO EACH JACK -/KING -STUD BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF TRUSS MEMBER W/(2) ASSEMBLY &CORNER OSTR EDGES W/ 2x BLOCKING. STH014 AT CURB WALL NAILS { ASSEMBLY. ROD O CORNER (1) STHD14/-RJ CONNECTOR O (DTC LOST. \ MAY BE INSTALLED TO JACK -/KING -STUD ASSEMBLY- LOCATIONS. EITHER TO -FOUNDATION & O CORNER MAYBE USED AT \ POST ASSEMBLY -TO -ti 7NON-CURB WALL IDYL FOUNDATION. (MAY BE USED 1/ST2) LOCATIONS. I.L. WOOD•Tle RODS) '--A \11--- DOOR(S) SHALL BE I ATTACHED TO APPROPRIATE FRAMING 11 MEMBERS IN II as MAY USE PA51 or -68 STRAPS I.L.O. STHD's ACCORDANCE WITH AT STEM -WALL APPLICATIONS. ATTACH TO WOOD*Tie ANCHORING RODS APPLICABLE FRAMIn -, W 16d or (26) 10d •• _ ______ MANUFACTURERS TRADITIONAL M�TAL CONNECTORS - - - INSTRUCTIONS & \ IM H TYPICAL GARAGE DOOR OPER I TIo,�S, FRAMI G DETAIL - U.N.O. ST1 NOT TOS ALE (i I AT EXTERIOR DECKS, LED R 1x 1-3/4" Width Pieces: SHALL MATCH JOIST DEP (MIN. / • Minimum of (2) rows of 12d (3-1/4") nails O 12" o/c. I 2x8) AND BE ATTACHED T EACH j / • Minimum of (3) rotas of 12d (3-1/4") nails O 12" o% for 14" & I 16"o/c (MAX) VERT. FRAMI G W/ 1 L- deeper. T -BRACE FASTENED TO Y"dia. SDS -SCREWS - 3" ONG IF * Nailed connections require on additional row of nails When noil size DIRECTLY ATTACHED TO FRAMING, _ is smaller than specified above (min. 0.128"X3"), WEB W/ .131x3" 0 6" 3-1/2" LONG IF ATTACHE w • Noil from BOTH SIDES of 3 -ply members 0/C. T -BRACE TO BE THROUGH SHTN'G. a 3-1/2" Width Pieces AhQ 4-p 1-3/4" Width Pieces: 12" SAME SPECIES AND I QUANTITY OF SCREWS: * Minimum of (2) ro4i" /2" bolts O 24" o/c slog edi GRADE . WEB TO M I J\\� 2x STUDS i BRACED, SIZE OF MEMBER 2x8 L �� t2 �/ AS SPECifTED BY TRUSS PER TABLE. / i 1// / I __��2X112 LDGR: I 12" \ �- DESIGN E (NEER MIN. 2x11 L�GR• f I'L ---- NOTE, / ' i j\ r/ 1X4). #2 SYP LEDGER FA TENED TO 16"0/J1, ��/ / f TRUSS -TO -LEDGER (MAX) STUDS W/ .131x3 GUN NAILS O EA I 1i CONNECTOR / % I / / / STUD- EXTEND TO STUD B YOND LAST TRUSS. SPECIFIED � i / - / ' BY TRUSS I I _j I ENGINEER, / is,- j MNINETION CHI PER2- \ L i/ I TRUSS LEDGER -TRUIS51ST1 I v#0-776....,.... x6 W 5 ILS EACH STUD -'' Rv# 777-12.41.....2x8 W/8) NAILS O EACH STUD. E C TI O OFMULTIPLE PLYS F Rys - 62 202 */(12) NAILS 0 EACH STUD ` LEDGER DETAIL isT1 SCL BEAMS U.N.O. NOT TO SCALE NOT TO SCALE / ROOF/FLOOR (1) DIAG. BRACE OVER MIN. (4) TRUSSES APPLIED TO BACK SIDE OF WEB. CONNECT TO EACH TRUSS WEB W/ (2) NAILS. INSTALL DIAG. BRACES - O EACH END OF CONT. LATERAL BRACE LINES & O MAX. 20' i INTERVALS BETWEEN ENDS, :K a: FOR TRUSSES O 24" 0/C MAX TRUSS WEB REQUIRING WALL SHEATHING - SEE TYPICAL WALL SECTION (A/ST1) FOR ADDITIONAL SPECS 2x4 PLANK ORIENTED LATERAL BRACES O 24" 0/C TOP AND BOTTOM. FASTEN TO FLOOR TRUSS W/ (3) 10d COMMON TOE -NAILS. BRACES TO EXTEND INTO FLOOR - SYSTEM (1) BAY, LATERAL BRACE LOCATION ON BOTTOM CHORD TO MATCH BRACE LOCATION ON TOP CHORD. IF LATERAL BRACE MUST BE MADE OF MORE THAN ONE PIECE, DO SO BY OVERLAPPING AT LEAST 2 TRUSSES 2nd FLOOR WALL ABOVE FASTEN FLOOR DECKING (PER A/ST1) TO LATERAL BRACE W/ (4) 10d COMMON NAILS 2x4 DIAGONAL V/ BRACE O 24" 0/C, DIAGONAL BRACE TO LATERAL BRACE W/ (3) 1 O COMMON NAILS IAT EACH END INTERMEDIATE FLOOR SYSTEM CEILING LINE FLOOR EDGE TRUSS ON PARALLEL END WALL (NOTE: RIBBON ON FLOOR TRUSSES NOT SHOWN FOR CLARITY,) ROOF/FLooR SHEAT I sj, TRUSSES 1 (2) #2 SPF 2x4 O EA, C NER SINGLE TRUSS I.L.O. 4x4 POST, (3) #2 S F 2x4'S -_-----__:-:_:____:__:-:__:___:-: -:__ O CORNERS DIRECTLY BEN ATH BEAM WHEN 6x6 IS REQ'D. BRACING NOTES 2X4 #2 SPF LEDGER HTT16 & 5/8"0x5-1 2" EMBED 1, ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. W/ (4) ,131 X 3" TO / 2. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS EACH INTERSECTING EPDXIED ALL THREAD O EACH DETAILS PRODUCED BY THE TRUSS ENGINEER, (3) .131x3" ---------'--------- ; _._'__ QR ALTERNATIVE AS SHOWN ON TRUSS MEMBER - NAILS O EACH ------==----,------------- ! ` - -- STRUCTURAL PLAN, 3. ALL FASTENERS SHOWN ARE .131x3" NAILS. USE WHEN BOTTOM TRUSS OR 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. CHORDS ON LEDGER TO 5. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. DIFFERENT HEIGHTS BLOCKING. ON OPPOSITE SIDES7 11 BEAM -STRAP PER N/STI LION OF WALL. 1 I 7/16" A.P.A. OR TECO RATED N11,SHEATHING W/ 6"/12"0/c Sd G PERMANENT ROOF & FLOOR LATERAL BRACING 2x4 #2 SPF BLOCKING O (4) ,131x3" TOENAILS 1 1 1 NAILING - 4 SIDES 24" 0/C. REDUCE O EACH BLOCKING Ill NOT TO SCALE SPACING TO 16" o/c FOR TO TOP PLATE OF PT, BEAM ABOVE SW2 AND 12" o/c FOR EXTERIOR WALL. SWI. as WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 #2 SYP OUTLOOKERS - PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGS-< 16", O 24"o/c W/ EXTERIOR WAL TRUSS IS LESS THAN THE MINIMUM ON -CENTER (1) H5 OEACH OUTLOOKER TO TOP SPACING INDICATED FOR THE "X" -BRACING, A CHORD OF GABLE TRUSS OR END A T BUILT-UP OR BOXED COLUMN MAY @E; SINGLE "X" -BRACE AT THE PEAK MAY BE USED WALL 0P > DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6x6. AND THE OTHER (OFF-PEAK) "X BRACES MAY - OVERHANGS 16"-> 24", O 16"o/c EXTERIOR WALL RtINS BETWEEN TWO PARALLEL TRUSSES. L BOXED COLUMN DETAIL BE OMITTED AT THE CONTRACTOR'S DISCRETION. / (2) H5 *EACH OUTLOOKER TO TOP K TRUSS BLOCKING DETAIL ST1 NOT TO SCALE ! FASTEN ALL "ROOF SHEATHI G CALRDOOP'ABLE TRUSS OR END FA TEN ALL "ROOF SHEATHING 2x4 BLOCKING AT ALL ROOF ' OF ST1SCALE SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS W/ 8d r - ALL SUPPORTS W/ 8d 4'-0" OF GABLE WALL. NAILS O 4"o/c 2x #2 SYP BLKN'G BTWNNAILS O 4"o/c 8d COMMON HOLD-DOWNS -EACH END OF EACH SHEAR -WALL SEGMENT SHEAR -WALL NAIL SPACING 1st -FLOOR SHEAR -WALLS 2nd -FLOOR SHEAR -WALLS DESIGNATION PANEL EDGES PANEL FIELD TRADITIONAL HARDWARE WoOD•TIe RODS TRADITIONAL HARDWARE WOOD•TIe RODS SW ENCLOSED 6"o/c 12"o/c WALL SEGMENTS >-15' LONG: NONE REQ'D. WALL SEGMENTS < 15' LONG: (1) HTT16 OR (1) PHD2 WALL SEGMENTS > 15' LONG: NONE REQ'D. WALL SEGMENTS < 15' LONG: (1) X2"dio * *Tie WOODTIe ROD (2) CS1S's ACROSS FLOOR SYSTEM TO HEADER OR STUD COLUMN BELOW w/ 1st FLOOR - AT BASE HOLD-DOWN WN WALL SEGMENTS > 15' LONG: NONE REQ'D. WALL SEGMENTS < 15' LONG: (1) X2"dia WOOD*Tie ROD W00 e PARTIALLY ENCLOSEDDTI 6"o c / 8"o c / & MAX. o/c SPACING - I ENCLOSED 4"o/c 12"o/c (1) HTT4 OR (1) PHD2 (1) h'dia WOOD*Tie ROD (2) CS16'? ACROSS FLOOR SYSTEM TO HEADER OR STUD (1) Y2"dia WOOD*Tie ROD .�' BEAM TO POST. tOd/END O EA. SPLICE (CONT. COL. BELOW w/ 1st ADJAC T UNSUPPORTE PANEL EDGES I A NAILING PER ALL TABLE ON Li :' I k ---_...-- ' ---- 2x4 MAYBE OMITTED IF 1 () MSTA18 IS USED FROM PARTIALLY ENCLOSED 4"o/c 8"o/c ) w FLOOR HOLD-DOWN AT BASE TOP MEIN OF SWN1 ENCLOSED 3"o/c 12"o/c (1) HTT5 OR (1) PHD6 (1) %"dia WOOD*Tie ROD (MATCH HTT22 EMBED /EDGE DIST) (3) CS16's ACROSS FLOOR SYSTEM To HEADER OR STUD (1) %"dio WOOD*Tie ROD (MATCH HTT22 CSN, - w DESIGN RW -COLUMNS TALLER THAN 10' OR 2x4 #2 SYP BLOCKING BETWEEN TRUSSES BELOW CHIMNEY WALLS 7/16" THICK (MIN.) (24/16 - SPAN INDEX) APA- OR TECO -RATED WALL SHEATH NG w/ (1) ROW OF 8d NAILS 3"o/c AT TOP OF SHTN'G IN TO TOP >) AND AT BOTTOM 0.7 SHTN'G (IN TO HDR,), NO ADDITIONAL >-TO-HEADER CONNECTORS REVD W/ TR SS UPLIFTS <1,000#, FOR HIGHER UPLIFTS USE CONNECTIONS AS SPECIFIED ON STRUCTURAL PLAN, TRUSS TO > CUPS TO THE BEp�A�TTACEHED TO SHEA W OUTSgIBE• CORNER 0 GARAGE. ,131x3" TOE- OR END- N ILS O KING -STUD TO HEADS it. 200 HDRS. USE (9) NAI S, 202 & ENG. WOOD HDR i. USE (12) NAILS. HEADER, ADJACENT TO TOP > - PER CALL 24OUT ON STRUCTURAI PLAN. , •• IF THE INDICATED EMBEDS STRAP(S) ARE NOT PROPERL CAST -IN-PLACE, THEY MAY REPLACED BY THE FOLLOWINI (1) HTT22 •• SPH4-6-8 CONNECTORS AT TOP >-TO-CORNER POST ASSEMBLY AND O TOP >-TO-HEADER O MAX. 32"o/c. OUTSIDE CORNER OF GARAGE. .131x3" TOE- OR END -NAILS O KING -STUD TO HEADER, 200 HDRS. USE (9) NAILS, 2x12 & ENG. WOOD HORS. USE (12) NAILS. (1) MSTA-SERIES STRAP O EACH JACK -STUD TO HEADER, 2x10 HDRS. USE 18" STRAPS, 2x12 & ENG. WOOD HDRS. USE 24" s' kDDED STRAPS MUST APPLIED TO FRONT SIDE N OF WEB I -, CONTINUOUS LATERAL WOOD•TIe ANCHORING R /16" THICK (MIN.) (24/16 SPA ` BE INSTALLED */ADDITIONAL BRACE QUANTITY AND PER DETAIL B/STI, AT INDEX) APA- OR TECO -RATED PC. OF #4 REBAR PER •• LOCATION DEFINED BY EACH END OF WALL WALL SHEATHING W/ 3"/12"0/c SIMPSON INSTRUCTIONS. TRUSS ENGINEER, SEGMENT, WITHIN 2" OF Bd NAILING, EXCEPT WHEN NOTED. CONNECT TO EACH JACK -/KING -STUD BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF TRUSS MEMBER W/(2) ASSEMBLY &CORNER OSTR EDGES W/ 2x BLOCKING. STH014 AT CURB WALL NAILS { ASSEMBLY. ROD O CORNER (1) STHD14/-RJ CONNECTOR O (DTC LOST. \ MAY BE INSTALLED TO JACK -/KING -STUD ASSEMBLY- LOCATIONS. EITHER TO -FOUNDATION & O CORNER MAYBE USED AT \ POST ASSEMBLY -TO -ti 7NON-CURB WALL IDYL FOUNDATION. (MAY BE USED 1/ST2) LOCATIONS. I.L. WOOD•Tle RODS) '--A \11--- DOOR(S) SHALL BE I ATTACHED TO APPROPRIATE FRAMING 11 MEMBERS IN II as MAY USE PA51 or -68 STRAPS I.L.O. STHD's ACCORDANCE WITH AT STEM -WALL APPLICATIONS. ATTACH TO WOOD*Tie ANCHORING RODS APPLICABLE FRAMIn -, W 16d or (26) 10d •• _ ______ MANUFACTURERS TRADITIONAL M�TAL CONNECTORS - - - INSTRUCTIONS & \ IM H TYPICAL GARAGE DOOR OPER I TIo,�S, FRAMI G DETAIL - U.N.O. ST1 NOT TOS ALE (i I AT EXTERIOR DECKS, LED R 1x 1-3/4" Width Pieces: SHALL MATCH JOIST DEP (MIN. / • Minimum of (2) rows of 12d (3-1/4") nails O 12" o/c. I 2x8) AND BE ATTACHED T EACH j / • Minimum of (3) rotas of 12d (3-1/4") nails O 12" o% for 14" & I 16"o/c (MAX) VERT. FRAMI G W/ 1 L- deeper. T -BRACE FASTENED TO Y"dia. SDS -SCREWS - 3" ONG IF * Nailed connections require on additional row of nails When noil size DIRECTLY ATTACHED TO FRAMING, _ is smaller than specified above (min. 0.128"X3"), WEB W/ .131x3" 0 6" 3-1/2" LONG IF ATTACHE w • Noil from BOTH SIDES of 3 -ply members 0/C. T -BRACE TO BE THROUGH SHTN'G. a 3-1/2" Width Pieces AhQ 4-p 1-3/4" Width Pieces: 12" SAME SPECIES AND I QUANTITY OF SCREWS: * Minimum of (2) ro4i" /2" bolts O 24" o/c slog edi GRADE . WEB TO M I J\\� 2x STUDS i BRACED, SIZE OF MEMBER 2x8 L �� t2 �/ AS SPECifTED BY TRUSS PER TABLE. / i 1// / I __��2X112 LDGR: I 12" \ �- DESIGN E (NEER MIN. 2x11 L�GR• f I'L ---- NOTE, / ' i j\ r/ 1X4). #2 SYP LEDGER FA TENED TO 16"0/J1, ��/ / f TRUSS -TO -LEDGER (MAX) STUDS W/ .131x3 GUN NAILS O EA I 1i CONNECTOR / % I / / / STUD- EXTEND TO STUD B YOND LAST TRUSS. SPECIFIED � i / - / ' BY TRUSS I I _j I ENGINEER, / is,- j MNINETION CHI PER2- \ L i/ I TRUSS LEDGER -TRUIS51ST1 I v#0-776....,.... x6 W 5 ILS EACH STUD -'' Rv# 777-12.41.....2x8 W/8) NAILS O EACH STUD. E C TI O OFMULTIPLE PLYS F Rys - 62 202 */(12) NAILS 0 EACH STUD ` LEDGER DETAIL isT1 SCL BEAMS U.N.O. NOT TO SCALE NOT TO SCALE / ROOF/FLOOR (1) DIAG. BRACE OVER MIN. (4) TRUSSES APPLIED TO BACK SIDE OF WEB. CONNECT TO EACH TRUSS WEB W/ (2) NAILS. INSTALL DIAG. BRACES - O EACH END OF CONT. LATERAL BRACE LINES & O MAX. 20' i INTERVALS BETWEEN ENDS, :K a: FOR TRUSSES O 24" 0/C MAX TRUSS WEB REQUIRING WALL SHEATHING - SEE TYPICAL WALL SECTION (A/ST1) FOR ADDITIONAL SPECS 2x4 PLANK ORIENTED LATERAL BRACES O 24" 0/C TOP AND BOTTOM. FASTEN TO FLOOR TRUSS W/ (3) 10d COMMON TOE -NAILS. BRACES TO EXTEND INTO FLOOR - SYSTEM (1) BAY, LATERAL BRACE LOCATION ON BOTTOM CHORD TO MATCH BRACE LOCATION ON TOP CHORD. IF LATERAL BRACE MUST BE MADE OF MORE THAN ONE PIECE, DO SO BY OVERLAPPING AT LEAST 2 TRUSSES 2nd FLOOR WALL ABOVE FASTEN FLOOR DECKING (PER A/ST1) TO LATERAL BRACE W/ (4) 10d COMMON NAILS 2x4 DIAGONAL V/ BRACE O 24" 0/C, DIAGONAL BRACE TO LATERAL BRACE W/ (3) 1 O COMMON NAILS IAT EACH END INTERMEDIATE FLOOR SYSTEM CEILING LINE FLOOR EDGE TRUSS ON PARALLEL END WALL (NOTE: RIBBON ON FLOOR TRUSSES NOT SHOWN FOR CLARITY,) ROOF/FLooR SHEAT I sj, TRUSSES 1 (2) #2 SPF 2x4 O EA, C NER SINGLE TRUSS I.L.O. 4x4 POST, (3) #2 S F 2x4'S -_-----__:-:_:____:__:-:__:___:-: -:__ O CORNERS DIRECTLY BEN ATH BEAM WHEN 6x6 IS REQ'D. BRACING NOTES 2X4 #2 SPF LEDGER HTT16 & 5/8"0x5-1 2" EMBED 1, ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. W/ (4) ,131 X 3" TO / 2. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS EACH INTERSECTING EPDXIED ALL THREAD O EACH DETAILS PRODUCED BY THE TRUSS ENGINEER, (3) .131x3" ---------'--------- ; _._'__ QR ALTERNATIVE AS SHOWN ON TRUSS MEMBER - NAILS O EACH ------==----,------------- ! ` - -- STRUCTURAL PLAN, 3. ALL FASTENERS SHOWN ARE .131x3" NAILS. USE WHEN BOTTOM TRUSS OR 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. CHORDS ON LEDGER TO 5. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. DIFFERENT HEIGHTS BLOCKING. ON OPPOSITE SIDES7 11 BEAM -STRAP PER N/STI LION OF WALL. 1 I 7/16" A.P.A. OR TECO RATED N11,SHEATHING W/ 6"/12"0/c Sd G PERMANENT ROOF & FLOOR LATERAL BRACING 2x4 #2 SPF BLOCKING O (4) ,131x3" TOENAILS 1 1 1 NAILING - 4 SIDES 24" 0/C. REDUCE O EACH BLOCKING Ill NOT TO SCALE SPACING TO 16" o/c FOR TO TOP PLATE OF PT, BEAM ABOVE SW2 AND 12" o/c FOR EXTERIOR WALL. SWI. as WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 #2 SYP OUTLOOKERS - PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGS-< 16", O 24"o/c W/ EXTERIOR WAL TRUSS IS LESS THAN THE MINIMUM ON -CENTER (1) H5 OEACH OUTLOOKER TO TOP SPACING INDICATED FOR THE "X" -BRACING, A CHORD OF GABLE TRUSS OR END A T BUILT-UP OR BOXED COLUMN MAY @E; SINGLE "X" -BRACE AT THE PEAK MAY BE USED WALL 0P > DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6x6. AND THE OTHER (OFF-PEAK) "X BRACES MAY - OVERHANGS 16"-> 24", O 16"o/c EXTERIOR WALL RtINS BETWEEN TWO PARALLEL TRUSSES. L BOXED COLUMN DETAIL BE OMITTED AT THE CONTRACTOR'S DISCRETION. / (2) H5 *EACH OUTLOOKER TO TOP K TRUSS BLOCKING DETAIL ST1 NOT TO SCALE ! FASTEN ALL "ROOF SHEATHI G CALRDOOP'ABLE TRUSS OR END FA TEN ALL "ROOF SHEATHING 2x4 BLOCKING AT ALL ROOF ' OF ST1SCALE SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS W/ 8d r - ALL SUPPORTS W/ 8d 4'-0" OF GABLE WALL. NAILS O 4"o/c 2x #2 SYP BLKN'G BTWNNAILS O 4"o/c \ \ \ TIG SEE iF00N11.....__._.1.1__-__.___ ll._. 1_ _1..__._ +----1L----- - - - -----i - --- - --- - - -- - ---- -+ SIZE) u PORCH POST &BEA N M M CHA G IN- PLATE HEIGHT sT1 FRAMING DETAIL U.NO. ST1 NOT TO SCALE NOT TO SCALE w/ 3"x3"xYa" COL. BELOW W/ 1st EMBED./EDGE DIST.) PARIn. 6t TIALLY ROUND -HOLE A H FLOOR HOLD-DOWN w/ 3"x3"xYa" FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING ENCLOSED 3"o/c 8"o/c AT BASE ROUND -HOLE DETAILS FOR MAXIMUM o/c ON CONSTRUCTING A GYPSUM CLN'G WASHER DIAPHRAGM, REFER TO REPORT ICC ESR SPACING OF BRACING. • I , 5 8d ILS E CH END 0 ECH STR . 1338 &ESR 1046 "GYPSUM BOARD SEE H.I.B. '91 and SCSI 1-03 INTERIOR & EXTERIOR APPLICATIONS,". A ALLOWABLE ALTERNATIVE TO THE SPECIFIED " A 7 16THICK APA OR TECO -RATED WALL BE UNDER -EAVES (S FIT) TO FOR ADDITIONAL ENGINEERED 1) HARDIE-PANEL OR LP SMART SIDING IS N ABLE W / BE EITHER VINYL somir WOOD TRUSS HANDLING, SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. MATERIAL, RATED & INI ALLED INSTALLATION AND BRACING 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12"02" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. FOR THE APPLICABLE C'SIGN � /% Al I TI SHEAR -WALLS SHALL BE MIN. 48" LONG W/ MIN. (24) EVENLY -SPACED 10d NAILS, PRESSURES FOR THE ECIFIC . 1 \ 1x4 SYP CONTINUOUS BRACING 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL, OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24's (ONE EACH SIDE OF >) CENTERED ON APPLICATION, Q& %* ICK +� 3 TOP PL. SPLICES IN Stat &SW2 DESIGNATED W/ (2) 10d TO EACH TRUSS. EACH SPLICE. (MIN.) APA- OR TECO RATED 5) SECOND -FLOOR' SHEAR -WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST -FLOOR SHEATHING w/ 6"/6"o c DO NOT SPLICE -OVERLAP 12 TRUSSES. SHEAR -WALLS WITH MINIMUM ATR EMBEDMENTS (INTO LINTEL OR TIE -BEAM) INCREASED TO 12" FOR 1/2"dio AND 15" FOR 5/8"dio RODS, 6d NAILING. BLOCK A JOINTS MIN ( ) �------------ .- �.� EXTEND BRACING TO END OR 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR -WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM UNSUPPORTED PANEL DGES. --- - "------'- -, RACED WALLS & ATTACH. ABOVE. REFER TO DETAIL W/STI FOR OPTIONS.. - �/7-/7• - F TYPICAL SHEAR -WALL ASSEMBLY DETAIL I1 ST1 NOT TO SCALE LOR 6d COOLER NAILS OR 06, 1 -Ya" � � CONTINUOUS BRACING IS DRYWALL SCREWS. ! APPLIED TO THE BOTTOM OF THE --------. _...- -- ....------------------------.------.-.-.--- --- ---- (AND. ----------- ---- --- T CHORD N -- --- ------ -- BOT C 0 TRUSS BOTTOM CHORDS MAY B SUBSEQUENTLY, THE GYPSUM CLN G (1) WOOD*Tie ROD ADJACENT TO BRACED BY FLUS 1 METHOD - IS ATTACHED TO THE CMG STUD POST IF PORCH BEAM IS THE CONTINUOUS 1x4 BRACING RATHER THAN DIRECTLY TO111E CONVENTIONAL LUMBER (2x8, 2x10, TOP PLATE MAY BE NOTCHED TO (SHOWN AT RIGHT) OR THE RIGID TRUSS) THE MAXIMUM o/c SPACING * ALLOW PORCH BEAM TO BE LET IN TO CEILING DIAPHRAGM (SHOWN AT .2x12, ETC). (1) WOOD TIE ROD OF THE BRACING IS 24"., LEFT ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT (1) 2x4 #2 SPF )• PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF (LSL, LVL, PSL, ETC.) \,\ ��� PORCH BEAM TO SUPPORT TOP > IN DIAPHRAGMT CONTINUOUS WOOD BRACING 'METHOD \� ADDITION, (1) WOOD*Tie ROD SHOULD \ \ BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR -GRADE GYPSU BOARD WHEN �"I >1- PORCH BEAM AND (1) MSTA24 SHOULD USED WITH "PARTIALLY ENCLOSED" BUILDING TYPES) ,---,< -" BE ATTACHED TO (1) SIDE OF EACH �� // �,\ TOP > CENTERED ON THE JOINT. P TYPICAL BOTTOM CHORD BRACING &SOFFITS DETAILS ,� /\\ i � i i I ST1 NOT TO SCALE �\ ; �i , PORCH BEAM MAY BE AROUND TOP PLATE F THE TOTAL DEPTH OF BEAM IS > 9-1/4" UI NOTED ON THE STRUT SHEET. PORCH BEAM, SEE STRUCTURAL SHEET MINIMUM SIZE. NAIL POST TO PORCH HEADER W/ (1) ROW OF .1310" NAILS O 2" 0/C. 2x #2 SYP TOP > SEE STRUCTURAL PLAN. FOR STUD SIZE/SPACING REQUIREMENTS. STUD POST -NUMBER OF PLYS TO MATCH HEADER. STUD POST SIZE AND GRADE TO MATCH WALL STUDS UNLESS NOTED OTHERWISE ON STRUCTURAL PLAN. CONNECT PLYS PER DETAIL D/ST1, HOUSE IS TIED DOWN USING NTIONAL STRAPPING, REFER TO THE TURAL SHEET AND DETAIL N/STI FOR BEAM CONNECTION DETAILS. G PORCH BEAM TO STUD WALL DETAIL ST1 NOT TO SCALE INTERMEDIATE TRUSS BEARING ROOF SYSTEM / \-W THICK (MIN.) APA- OR TECO -RATED SHEATHING W/ 6"/6"o/c 8d NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES PORCH HEADER W/ 2x BLOCKING. / 2x SYP BLOCKING W/ .131x3) NAILS O 6"o/c TO TOP OF TOP > ASSEMBLY & TO TOP OF PORCH HEADER ASSEMBLY. EXTERIOR WALL IN LIEU OFPANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR R A D SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. BETTER PRES E N . Q PORCH CEILING SHEATHING DETAIL ST1 NOT TO SCALE ---------------- ----- -- - ------ ----- ---- -- - - --- -- --- ------ OUTLOOKERS W/ .131x3 - �AUL TOE-NAILS O 6"0% TO (3) .131x3" TOE -NAILS TOP CHORD or TOP >O OUTLOOKER / DROPPED (-3-�2") TOP CHORD 2x4 BLOCKING AT ROOF BLOCKING -TO -TRUSS I SHEATHING PANEL EDGES WITHI ! CONVENTIONAL OVERFRAMING CONSTRUCTION NOTES OP CHOR 2x "L" OR "T" BRACING ON VERTICAL 4'-0" .OF GABLE 11(ALL. I I Y R ENGINEER. I ! I " A PEC'D B TRUSS E N WEBS S S N 1 1 x TOENAILS. 2 � #2 SYP VER 2x .I MIN. 2x4 #2 SPF O MAx. 24"o/c w/ (3) .131x3" TOE -NAILS O RAFTERS -USE 2x6 #2 SYP/SPF RAFTERS O 24 0/C ATTACHED TO RIDGE &VALLEY NAILER W/ (3) 3 3 OEN LA'.' O BTM TO TO OUTLOOKER-TO- TRUSS TC ,131x3" NAILS O 6"o/c FROM BRACING I VALLEY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS W/ (4) .131x3" NAILS. W 1(3) .131x3" NAILS i i( i I "• T E -NAILS PER END. TO WEB. ABSENT OF SPEC(S) ON 2x #2 SYP DOUBLE TOP > ASSEMBLY RAFTER CRIPPLES - _2x4 #2 SPF CRIPPLES O 4 0/C (MAX HEIGHT = 6'-3 ). TRUSS ENG., REFER TO "EXT. WALL - SLOPE TO MATCH ROOF PITCH. RIDGE CRIPPLES - 2x4 #2 SPF 0 2' 0/C (MAX HEIGHT = 6'-3"*). 2x4 #2 YP "X" BRACING. LOCA O PEAK & SPACE STUD SCHED." ON STRUCTURAL IF 1x4 T -BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS 0 4" 0/C (MAX HEIGHT = W-10"). EQUALL� EACH WAY AS SHOWN BELOW. EXTEND "x" DRAWING, USING WEB LENGTH/HEIGHT 2x STUDS CONTINUOUS FROM FLOOR 4 T- RA E IS ATTACHED TO CRIPPLE w 131x3" NAILS ®4" 0/C (MAX HEIGHT = 11'-2"). r IF 2x B C T / OF DBL OP > BRACES INWARD MIN. 8' FROM GABLE WALL AND I.L.O. > HEIGHT. DOUBLE AND/OR SYSTEM TO UNDERSIDE ATTACH TO 2x4 VERT O MID -POINT W/ (3) .131x3" TRIPLE "L's/T's" AS REQUIRED TO ASSEMBLY (O OUTLOOKERS). SEE IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ (3) .131x3" NAILS FM EA SIDE OF "X" BRACING. MIN. (3) EVENLY MAINTAIN MAX a/c SPACING WHEN STRUCTURAL PLAN.TOE-NAILS TO EACH TRUSS TOP CHORD. D "X" BRACES PER GABLE END. WEBS EXCEED SPACING SHOWN ON 11 11 I I� ATTACH CRIPPLES TO RAFTER OR RIDGE W/ (3) .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING W/ (3) .131x3" TOENAILS. MAX. "X" BRACE SPACING: ���ilW�TOP CHORD GABLE R00 ENGINEERED ROOF TRUSSES QR RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). dor < 1`12 PITCH - 8'-0"o/c TRUSS CONVENTIONAL RAFTERS/JOIST. NAIL RIDGE ENDS TO COMMON TRUSS O ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END W/ (3) .131x3" TOENAILS. 412 < �2 PITCH - 6'-0"o/c 7/16" THICK (MIN,) APA- I BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING W/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. ' /I �' __ _ -_ - --_-_____-��-_--_-- __ -- -- - I MATCHRATED NAIL WALL SHEATHING. rY----- _-----I,(` ---- -____ SEE TRUSS DETAIL "VALCONVF1103" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. DESIGNATED FOR WALL BELOW 2x4 #2 SYP LATERAL BRACING GABLE. BLOCK ALL PANEL EDGES. I --- ----------------------.------------------------------ --------------------------------------------------------------------------------------- W/ (3) .131x3" NAILS INTO EACH BALLOON FRAMED MATCH EDGE NAILING MATCH EDGE NAILING ! BALLOON FRAMING MAY BE USED WITH i PATTERN FOR ------------------_. PATTERN FOR -' "-------------._..__._._._._--------------------- 2x4 #2 SYP "CATS"O •* x SYP CONTINUOUS 2 2 5 CO N 1 ATTACHED T TT CHORD. MATCH A RA TO N 20 c CED 0 TRUSS BOTTOM C O 0. M T D OF LATERAL BRACE M BOTTOM EN SPECIFIED IN (BEL TOP >'S W/ (4) 12d SPACING &LOCATION OF BOTTOM CHORD OF GABLE TRUSS W/ ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW (BEL FROM TOP > OF AT SHEATHIN TOP ADJACENT "X" BRACING. FRA ING. IN EITHER APPLICATION. WALL AT SHEATHIN TOP SHEAR -WALL TO ADJACENT, COMMON NAILS & (2) H2.5's, H5's OR EQ. FRAMING MUST BE CONTINUOUS FROM THE CHORD OF INDICATED PARALLEL TRUSS. ADD .131 CHORD O INDICATED FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. TRUSS CONNECTION. ATTACH TO EACH 2x STUDS CONTINUOUS FROM ATTACH BOTTOM CHORD OF GABLE x 3" NAILS FROM TRUSS BC ADJACENT TRUSS W/ FLOOR SYSTEM TO BOTTOM CHORD TRUSS TO TOP > ASSEMBLY W/ ADJACENT, AND CONNECTED TO, TO THE TO 2x AND FROM 2x TO (3) 1 O COMMON OF GABLE TRUSS. SEE 131x3" TOENAILS O 6"o/c &EITHER UNDERGABLESIDE TRU SF ISHUSED,TIT00KERS � BEBAPPLIED TO NAILING PATTERN FOR TOE -NAILS. » STRUCTURAL PLAN. MSTA12 STRAPS O 48 o/c OR LTP4 ' THE INSIDE OF THE WALL STUDS AND THE B.C. PLATES O 32"o/c, I I ATTACHED TO EACH STUD WITH (3) ,131 X 3" SPECIFIED SHEAR -WALL. 2x ENG, TRUSS -- -- MUST MATCH OR EXCEED ENG. TRUSS _--� I 11 I - ENG. TRUSS PLATFORM FRAMED ,i %� AND THE T.C. TO THE TOP PLATES W/ .131 X i ___! LENGHT OF SHEAR -WALL. ! ** BOTTOM CHORD OF GABLE TRUSS MAY BE - �� i/i 3" O 4"o/c IN (2) STAGGERED ROWS, •• I SHEAR -WALL - CONSTRUCT SHEAR -WALL -CONSTRUCT PER SPECIFICATION. EITH I FLAT, SLOPED, OR COMBINATION THEREOF. IN IF 1st OUTLOOKER IS i PER SPECIFICATION. EITH I 1 i H MAY E OR BOT SIDES M B TH I AY i3E () A FRAMING R BO S DE S M VERTICAL LL MNG � > 0 VE MUST ___ -L. " FROM FASCIA ( ) INSTANCES: W i 32 OM BBE CONTINUOUS FROM FLOOR BELOW TO TOP i i i EDGE OF 2x NEED NOT SHEATHED. ' I // % BOARD, DOUBLE 1st I SHEATHED. PLATES IMMEDIATELY ADJACENT, AND % ----`---- - - - - - OUTLOOKER ONLY, i I BE FLUSH WITH EDGE CONNECTED T0, BOTTOM CHORD ABOVE. •' 1 I I OF TOP >. !I THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE s SHEAR WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL TYPICAL GABLE -END FRAMING DETAIL - U.N.O. ST1 NOT TO SCALE ROOF FRAMING IS USED, ROOF FRAMING IS USED, OPTION #1 9 OPTION 2 ----------------- -._-.__--.-._._.-_._-._..._..--._-_-_-_----.-.___._..--._._.__-._._._.-_._---_-_.--------.--.-..__._--_---.--.-------.---------- , INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR -WALLS RUNNING PA ALLEL TO TRUSS ABOVE EXTENDHEADER TO KING STUDS I ----------- ---------._. .. ---------- -------------------------------------------- ------------------------------- ------ - -------------------------------------- - - - ---------------------------- .------------------------------------------------- ------ ONE STUD TO TOP OF MATCH EDGE NAILING HEADER, INSTALL REMAINING STUDS i ROOF/FLOOR SHEATHING AS JACK STUDS AND STRAP EACH - - - - o o - ! PATTERN FOR _ ---"-"--- 2x4 #2 SYP NAILER TO ° ° ° ° ° ° ° ° ° ° ° ° SPECIFIED SW (BEL ------->- _.-___.._ _. -_I..-.--.---.-..---- ..-_.- JACK TO HEADER ON UNSHEATHED °° ° ° ° ° r BOTTOM CHORD OF TRUSS HEADER PER STRUCTURAL PLAN. J� AT SHEATHIN TOP / / ✓ / / / / / SIDE W/ (1) MSTA24 PER PLY. ° ° ° ° ° ° ° ° ° ° CHORD OF INDICATED 16" W/ 10d COMMON O 3"o/c. PROVIDE FULL -DEPTH I „° ° ° ° °_° ° _ _ TRUSS CONNECTION. MAX 7/16" THICK (MIN.) (24/16 BLOCKING BETWEEN JOIST/ / / 1 / / / / FASTEN TOP PLATE TO HEADER ' - --°1 SPAN INDEX) APA- OR TRUSSES ABOVE 1st STORY / / / / / / W� 2) ROWS OF 16d NAILS O I I TECO -RATED WALL SHEAR -WALLS. ATTACH 1/3/2 -----� � I /// //// / 3 a/c (TYP), ENG. TRUSS SHEATHING W/ 3"o/c 8d SHEATHING TO BLOCKING I°I°I I°I° 16" MIN. FOR 1 STORY N BLOCK ALL BL 8d NAILS O 6 o/c AND - T NAILING. / / / / A OU/// / CLLPAT ✓ SEET T P KI 0 L E LOC G 0 B N ON STRUCTURAL I°I ° ° 24" MIN. FOR 2 STORY I ATTACH SHEATHING _______ __ UNSUPPORTED PANEL W 0,131"x3" TOE NAILS O _ PLAN AT SPEC. ° ° ° ° FASTEN SHEATHING TO HEADER W/ I I / " ° ° ° Sd NAILS IN 3" GRID PATTERN AS °I°1 I°I° I TO NAILER W/ 8d EDGES W/ 2x BLOCKING. 4"0/C IN (2) STAGGERD - ---- T... _ - 1 OPENING. COMMON O 3"o/c. I SHOWN & 3"o/c INTO ALL FRAMING ° ° SHEAR -WALL -CONSTRUCT ROWS. I MEMEBERS STUDS, BLOCKING, AND °I°I I� �- i PER SPECIFICATION. SILLS) (TYP). I. I°I° •o IF THE INDICATED I ATTACH SHEATHING SHEATHING BE ON OPPOSITE DOUBLE TOP > OF I T AP ARE A F BOTTOM ALL DSR S E SIDE WALL M W i I° 1 EMBEDDED TO TOP >'S W/ Sd ; S D W , °I I°I° NOT PROPERLY COMMON O 3"o/c. CHORD NAILER, I ° ° INTERMEDIATE (NON -CORNER) I. ° I CAST -IN-PLACE AT .. PORTAL FRAME DETAIL, MATCH °I°I I°I°, FOUNDATION POUR, I THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A TRUSS -TO-> CONNECTOR: ! TYPICAL. SEE STRUCTURAL P °1°1 I°I° THEY MAY BE SHEAR -WALL To A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM N STUDS PER MAX. FOR ADDITIONAL INFORMATION, I° ° °I°I REPLACED WITH HTT22's I AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE SEE TRUSS SCHEDULE f STRUCTURAL PLAN. HEIGHT CONNECTORS, ETC. I o o' ° i so TYPE (DTC A/STl) T HEADER 10'-1 I"- ° ° � SHEAR -WALL CONTINJbUS TO THE UNDERSIDE OF THE HORIZONTAL STRAP0 E ON °I°r �° ° •• DED STRAPS SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL STUDS SHEAR WALL UNSHEATHED SIDE W 1/8" FOR A PANEL SPLICE (if needed), I°° I EMBED ROOF FRAMING IS USED. / / I I I°I° MUST BE INSTALLED W/ (1) MSTA24 PER PLY.0. PANEL EDGES SHALL BE BLOCKED, I° ° ° °1 ADDITIONAL PC. OF #4 FRAMING PER PLAN &OCCUR WITHIN 24" OF ,I°I I°l • REBAR PER SIMPSON PTI 3 OPTION - 4 7/16" THICK (MIN.) (24/16 SPAN ° ° ` MID HEIGHT OF WALL. I I *• OPTION # INTERIOR OR EXTERIOR SHE LLS RUNNING ° ° ° ° °I°1 I.I. INSTRUCTIONS. INDEX) APA- OR TECO -RATED Io ° ° °I INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE PERPENDICULAR TO TRUSSES ABOVE W/ HEEL OR WALL SHEATHING. BLOCK ALL °°`° °° 16" MIN. FOR 1 STORY II II I VERTICAL WEB 6" TO V-6", UNSUPPORTED PANEL EDGES w/ ° ° ° ° ° ° 24" MIN, FOR 2 STORY I° ° ° °I 2x BLOCKING. HORIZONTAL I°I°1 1°I °I SV HH 11048,1 SHOWN APPLICATION REQ'D W/ STUCCOPER °° 1/2" dia. ANCHOR BOLTS {{ EXT. FINISH. W/ 7" MIN. EMBEDMENT & 1 I i' APPLICATION WITH FLOOR (2) STHD14 - EMBEDED 2"x2"x3/16" WASHER (TYP). ;I Ij CURB WALL - SHEATHING 1 PLACE 2x4 RIBBON BOARD i ' » %, 3ply 2x() #2 SYP I "EMBEDMENT LINE" i STRAPS 14 INTO%PT SILL >. I I FOR FLOOR AICD i FOUNDATION. USE STHD14EU _ 6,--o AT BASE OF CURB , - - - WHEN LOCATED AT A CURB ° WALL. i SHEATHING i 14 /% TRUSS TOP CHORD ` ° ° ATTACHMENT.' FLOOR i WALL (DTL 2/ST2) AND ° L L TRUSS � m" HEEL/END SS VERTICAL BEGIN "EMBEDMENT" AT BASE I \, IN �k OF CURB WALL.J 1 REQ'D PLACEMENT - 10d O 6"o/c FROM CONT IN OF OPTIONAL (I.L.O. FOUNADTION PER STRUCTURAL PLAN. ; ; WALL FRAMING -'-------- -- - 2x4 TO 2x4 BLOCKING ° STHD14's) HTT22's 7 ° ° T PORTAL FRAME DETAIL � - - - - - - I 1. HORIZONTAL 2x4 SPF #2 M -I BLOCKING BTWN TRUSS (2) ROWS OF .131 x $T1 NOT TO SCALE ROOF 'LOOK SHEATHING PLAN VIEW OF COR ER 3" NAILS O 6"a/c DETAIL TfUSS TOP CHORD ---------- - - ----------------- - --- ------------------------------- - -- A j INSTRUMENT OF ENGINEER'S 1/2" WOOD*Tie INFORMATION DERIVED FROM THIS i• _ _ -- CONTINUOUS 2x4 SPF #2 W/ (3) NAILS TO EACH -1/2" MAX ROD U.N.O. THE PROJECT ENGINEER IDENTIFIED BELOW. HEADER PER STRUCTURAL T20pSYP DBL .131x3" - 2x CHIMNEY FRAMING I MEMBERS -SEE STUD PLAN OR TRUSS LAYOUT 11 I• --- -.------------------- ---- - _S11 I INDEX) APA OR ECO -RATED WALL •I INSTALL DBL 2x INTERMEDIATE BLOCKING. ADD I (2)MSTA24 W/(9)1pd / & MAX. o/c SPACING - I -1 2" AX BLOCKING IN _... __..___ I EACH END OF EKirH « HARDIE W/ 6 /6 Bd OR CHIMNEY OVERALL C M E USEN I 1 FIRST TWO STUD SPACE MATCH .�' BEAM TO POST. tOd/END O EA. SPLICE (CONT. 7/16" APA RATED PLYWOOD ADJAC T UNSUPPORTE PANEL EDGES I A NAILING PER ALL TABLE ON Li :' I k ---_...-- ' ---- 2x4 MAYBE OMITTED IF 1 () MSTA18 IS USED FROM FRAMI , PER BEAM ABOVE DETAIL F/ST1 CALL OUT ON ) w I SIZE/ DE/ - TOP MEIN OF TOP VIEW STRUC AL PLAN. -- I- ---_ ---.-- --------.---- SPECIE FROM STUD REDUCE. POST/BEAM PT #2 SYP 4 4 POST (1) MTS12 OR (1) MSTA16 F-- O O z CSN, - w DESIGN RW -COLUMNS TALLER THAN 10' OR 2x4 #2 SYP BLOCKING BETWEEN TRUSSES BELOW CHIMNEY WALLS STRAP FOR A SQUARE CHIMNEY & (2) HTS20-S OR - -> CONNECTOR: TRUS TO CONN I I THOSE SUPPO TIRO ENGINEERED 1/2" dia. W/ (4) ,131x3" TOE/END NAILS AT EACH END OF BLOCKING TO (2) M$TA30 W/(24) 10d SEE USS SCHEDULE FOR TYPE (DTL A /ST1) I WOOD USE PT #2 WOOD*Tie pm 0 JA E+!t NAILS NAILED TO PLATES I 6 POST. SYP 6x6 POS . (U.N, ON U.N.O. � AND BLOCKING ON INSIDE I STRUCTURAL LAN) FRAMING SEE RuC URAL PLAN I ALLS RUNNING INTERIOR R OR EXTERIOR I R SHEAR- FACE OF LL. ------ s PERPENDICULAR TO TRU K W/ 2x END -VERTICALS -OR- POST TO SLAB ONNECTION WITH `IAEW CHIMNEY FRAMING DETAIL I ST1 SHEAR -WALL BRACING TO SCALE BEAM T�O�P�TM�EI�N��O�F ABOVE POST/BEAM ABJ44 OR ABU 6 W/ (12) 16d 1 �TT16 &ATR. &ATR OR ( ) (TYP) ST1 NOT TO SCALE FASTEN STUD PLYS ° ° ° - 11 ----.-.---....--------------,-- ° V ° . c> --- I HH1 TOGETHER PER DETAIL I -F�D-STC 1 1 I I T pp N��/ \. \// ,�/\��t�\�`�\`\��\%\%\ � . r/\\ \ \\\/\ �\\�\</� R -' \/�/ /�/1 \ \ \ TIG SEE iF00N11.....__._.1.1__-__.___ ll._. 1_ _1..__._ +----1L----- - - - -----i - --- - --- - - -- - ---- -+ SIZE) u PORCH POST &BEA N M M CHA G IN- PLATE HEIGHT sT1 FRAMING DETAIL U.NO. ST1 NOT TO SCALE NOT TO SCALE w/ 3"x3"xYa" COL. BELOW W/ 1st EMBED./EDGE DIST.) PARIn. 6t TIALLY ROUND -HOLE A H FLOOR HOLD-DOWN w/ 3"x3"xYa" FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING ENCLOSED 3"o/c 8"o/c AT BASE ROUND -HOLE DETAILS FOR MAXIMUM o/c ON CONSTRUCTING A GYPSUM CLN'G WASHER DIAPHRAGM, REFER TO REPORT ICC ESR SPACING OF BRACING. • I , 5 8d ILS E CH END 0 ECH STR . 1338 &ESR 1046 "GYPSUM BOARD SEE H.I.B. '91 and SCSI 1-03 INTERIOR & EXTERIOR APPLICATIONS,". A ALLOWABLE ALTERNATIVE TO THE SPECIFIED " A 7 16THICK APA OR TECO -RATED WALL BE UNDER -EAVES (S FIT) TO FOR ADDITIONAL ENGINEERED 1) HARDIE-PANEL OR LP SMART SIDING IS N ABLE W / BE EITHER VINYL somir WOOD TRUSS HANDLING, SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. MATERIAL, RATED & INI ALLED INSTALLATION AND BRACING 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12"02" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. FOR THE APPLICABLE C'SIGN � /% Al I TI SHEAR -WALLS SHALL BE MIN. 48" LONG W/ MIN. (24) EVENLY -SPACED 10d NAILS, PRESSURES FOR THE ECIFIC . 1 \ 1x4 SYP CONTINUOUS BRACING 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL, OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24's (ONE EACH SIDE OF >) CENTERED ON APPLICATION, Q& %* ICK +� 3 TOP PL. SPLICES IN Stat &SW2 DESIGNATED W/ (2) 10d TO EACH TRUSS. EACH SPLICE. (MIN.) APA- OR TECO RATED 5) SECOND -FLOOR' SHEAR -WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST -FLOOR SHEATHING w/ 6"/6"o c DO NOT SPLICE -OVERLAP 12 TRUSSES. SHEAR -WALLS WITH MINIMUM ATR EMBEDMENTS (INTO LINTEL OR TIE -BEAM) INCREASED TO 12" FOR 1/2"dio AND 15" FOR 5/8"dio RODS, 6d NAILING. BLOCK A JOINTS MIN ( ) �------------ .- �.� EXTEND BRACING TO END OR 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR -WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM UNSUPPORTED PANEL DGES. --- - "------'- -, RACED WALLS & ATTACH. ABOVE. REFER TO DETAIL W/STI FOR OPTIONS.. - �/7-/7• - F TYPICAL SHEAR -WALL ASSEMBLY DETAIL I1 ST1 NOT TO SCALE LOR 6d COOLER NAILS OR 06, 1 -Ya" � � CONTINUOUS BRACING IS DRYWALL SCREWS. ! APPLIED TO THE BOTTOM OF THE --------. _...- -- ....------------------------.------.-.-.--- --- ---- (AND. ----------- ---- --- T CHORD N -- --- ------ -- BOT C 0 TRUSS BOTTOM CHORDS MAY B SUBSEQUENTLY, THE GYPSUM CLN G (1) WOOD*Tie ROD ADJACENT TO BRACED BY FLUS 1 METHOD - IS ATTACHED TO THE CMG STUD POST IF PORCH BEAM IS THE CONTINUOUS 1x4 BRACING RATHER THAN DIRECTLY TO111E CONVENTIONAL LUMBER (2x8, 2x10, TOP PLATE MAY BE NOTCHED TO (SHOWN AT RIGHT) OR THE RIGID TRUSS) THE MAXIMUM o/c SPACING * ALLOW PORCH BEAM TO BE LET IN TO CEILING DIAPHRAGM (SHOWN AT .2x12, ETC). (1) WOOD TIE ROD OF THE BRACING IS 24"., LEFT ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT (1) 2x4 #2 SPF )• PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF (LSL, LVL, PSL, ETC.) \,\ ��� PORCH BEAM TO SUPPORT TOP > IN DIAPHRAGMT CONTINUOUS WOOD BRACING 'METHOD \� ADDITION, (1) WOOD*Tie ROD SHOULD \ \ BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR -GRADE GYPSU BOARD WHEN �"I >1- PORCH BEAM AND (1) MSTA24 SHOULD USED WITH "PARTIALLY ENCLOSED" BUILDING TYPES) ,---,< -" BE ATTACHED TO (1) SIDE OF EACH �� // �,\ TOP > CENTERED ON THE JOINT. P TYPICAL BOTTOM CHORD BRACING &SOFFITS DETAILS ,� /\\ i � i i I ST1 NOT TO SCALE �\ ; �i , PORCH BEAM MAY BE AROUND TOP PLATE F THE TOTAL DEPTH OF BEAM IS > 9-1/4" UI NOTED ON THE STRUT SHEET. PORCH BEAM, SEE STRUCTURAL SHEET MINIMUM SIZE. NAIL POST TO PORCH HEADER W/ (1) ROW OF .1310" NAILS O 2" 0/C. 2x #2 SYP TOP > SEE STRUCTURAL PLAN. FOR STUD SIZE/SPACING REQUIREMENTS. STUD POST -NUMBER OF PLYS TO MATCH HEADER. STUD POST SIZE AND GRADE TO MATCH WALL STUDS UNLESS NOTED OTHERWISE ON STRUCTURAL PLAN. CONNECT PLYS PER DETAIL D/ST1, HOUSE IS TIED DOWN USING NTIONAL STRAPPING, REFER TO THE TURAL SHEET AND DETAIL N/STI FOR BEAM CONNECTION DETAILS. G PORCH BEAM TO STUD WALL DETAIL ST1 NOT TO SCALE INTERMEDIATE TRUSS BEARING ROOF SYSTEM / \-W THICK (MIN.) APA- OR TECO -RATED SHEATHING W/ 6"/6"o/c 8d NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES PORCH HEADER W/ 2x BLOCKING. / 2x SYP BLOCKING W/ .131x3) NAILS O 6"o/c TO TOP OF TOP > ASSEMBLY & TO TOP OF PORCH HEADER ASSEMBLY. EXTERIOR WALL IN LIEU OFPANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR R A D SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. BETTER PRES E N . Q PORCH CEILING SHEATHING DETAIL ST1 NOT TO SCALE ---------------- ----- -- - ------ ----- ---- -- - - --- -- --- ------ OUTLOOKERS W/ .131x3 - �AUL TOE-NAILS O 6"0% TO (3) .131x3" TOE -NAILS TOP CHORD or TOP >O OUTLOOKER / DROPPED (-3-�2") TOP CHORD 2x4 BLOCKING AT ROOF BLOCKING -TO -TRUSS I SHEATHING PANEL EDGES WITHI ! CONVENTIONAL OVERFRAMING CONSTRUCTION NOTES OP CHOR 2x "L" OR "T" BRACING ON VERTICAL 4'-0" .OF GABLE 11(ALL. I I Y R ENGINEER. I ! I " A PEC'D B TRUSS E N WEBS S S N 1 1 x TOENAILS. 2 � #2 SYP VER 2x .I MIN. 2x4 #2 SPF O MAx. 24"o/c w/ (3) .131x3" TOE -NAILS O RAFTERS -USE 2x6 #2 SYP/SPF RAFTERS O 24 0/C ATTACHED TO RIDGE &VALLEY NAILER W/ (3) 3 3 OEN LA'.' O BTM TO TO OUTLOOKER-TO- TRUSS TC ,131x3" NAILS O 6"o/c FROM BRACING I VALLEY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS W/ (4) .131x3" NAILS. W 1(3) .131x3" NAILS i i( i I "• T E -NAILS PER END. TO WEB. ABSENT OF SPEC(S) ON 2x #2 SYP DOUBLE TOP > ASSEMBLY RAFTER CRIPPLES - _2x4 #2 SPF CRIPPLES O 4 0/C (MAX HEIGHT = 6'-3 ). TRUSS ENG., REFER TO "EXT. WALL - SLOPE TO MATCH ROOF PITCH. RIDGE CRIPPLES - 2x4 #2 SPF 0 2' 0/C (MAX HEIGHT = 6'-3"*). 2x4 #2 YP "X" BRACING. LOCA O PEAK & SPACE STUD SCHED." ON STRUCTURAL IF 1x4 T -BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS 0 4" 0/C (MAX HEIGHT = W-10"). EQUALL� EACH WAY AS SHOWN BELOW. EXTEND "x" DRAWING, USING WEB LENGTH/HEIGHT 2x STUDS CONTINUOUS FROM FLOOR 4 T- RA E IS ATTACHED TO CRIPPLE w 131x3" NAILS ®4" 0/C (MAX HEIGHT = 11'-2"). r IF 2x B C T / OF DBL OP > BRACES INWARD MIN. 8' FROM GABLE WALL AND I.L.O. > HEIGHT. DOUBLE AND/OR SYSTEM TO UNDERSIDE ATTACH TO 2x4 VERT O MID -POINT W/ (3) .131x3" TRIPLE "L's/T's" AS REQUIRED TO ASSEMBLY (O OUTLOOKERS). SEE IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ (3) .131x3" NAILS FM EA SIDE OF "X" BRACING. MIN. (3) EVENLY MAINTAIN MAX a/c SPACING WHEN STRUCTURAL PLAN.TOE-NAILS TO EACH TRUSS TOP CHORD. D "X" BRACES PER GABLE END. WEBS EXCEED SPACING SHOWN ON 11 11 I I� ATTACH CRIPPLES TO RAFTER OR RIDGE W/ (3) .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING W/ (3) .131x3" TOENAILS. MAX. "X" BRACE SPACING: ���ilW�TOP CHORD GABLE R00 ENGINEERED ROOF TRUSSES QR RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). dor < 1`12 PITCH - 8'-0"o/c TRUSS CONVENTIONAL RAFTERS/JOIST. NAIL RIDGE ENDS TO COMMON TRUSS O ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END W/ (3) .131x3" TOENAILS. 412 < �2 PITCH - 6'-0"o/c 7/16" THICK (MIN,) APA- I BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING W/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. ' /I �' __ _ -_ - --_-_____-��-_--_-- __ -- -- - I MATCHRATED NAIL WALL SHEATHING. rY----- _-----I,(` ---- -____ SEE TRUSS DETAIL "VALCONVF1103" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. DESIGNATED FOR WALL BELOW 2x4 #2 SYP LATERAL BRACING GABLE. BLOCK ALL PANEL EDGES. I --- ----------------------.------------------------------ --------------------------------------------------------------------------------------- W/ (3) .131x3" NAILS INTO EACH BALLOON FRAMED MATCH EDGE NAILING MATCH EDGE NAILING ! BALLOON FRAMING MAY BE USED WITH i PATTERN FOR ------------------_. PATTERN FOR -' "-------------._..__._._._._--------------------- 2x4 #2 SYP "CATS"O •* x SYP CONTINUOUS 2 2 5 CO N 1 ATTACHED T TT CHORD. MATCH A RA TO N 20 c CED 0 TRUSS BOTTOM C O 0. M T D OF LATERAL BRACE M BOTTOM EN SPECIFIED IN (BEL TOP >'S W/ (4) 12d SPACING &LOCATION OF BOTTOM CHORD OF GABLE TRUSS W/ ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW (BEL FROM TOP > OF AT SHEATHIN TOP ADJACENT "X" BRACING. FRA ING. IN EITHER APPLICATION. WALL AT SHEATHIN TOP SHEAR -WALL TO ADJACENT, COMMON NAILS & (2) H2.5's, H5's OR EQ. FRAMING MUST BE CONTINUOUS FROM THE CHORD OF INDICATED PARALLEL TRUSS. ADD .131 CHORD O INDICATED FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. TRUSS CONNECTION. ATTACH TO EACH 2x STUDS CONTINUOUS FROM ATTACH BOTTOM CHORD OF GABLE x 3" NAILS FROM TRUSS BC ADJACENT TRUSS W/ FLOOR SYSTEM TO BOTTOM CHORD TRUSS TO TOP > ASSEMBLY W/ ADJACENT, AND CONNECTED TO, TO THE TO 2x AND FROM 2x TO (3) 1 O COMMON OF GABLE TRUSS. SEE 131x3" TOENAILS O 6"o/c &EITHER UNDERGABLESIDE TRU SF ISHUSED,TIT00KERS � BEBAPPLIED TO NAILING PATTERN FOR TOE -NAILS. » STRUCTURAL PLAN. MSTA12 STRAPS O 48 o/c OR LTP4 ' THE INSIDE OF THE WALL STUDS AND THE B.C. PLATES O 32"o/c, I I ATTACHED TO EACH STUD WITH (3) ,131 X 3" SPECIFIED SHEAR -WALL. 2x ENG, TRUSS -- -- MUST MATCH OR EXCEED ENG. TRUSS _--� I 11 I - ENG. TRUSS PLATFORM FRAMED ,i %� AND THE T.C. TO THE TOP PLATES W/ .131 X i ___! LENGHT OF SHEAR -WALL. ! ** BOTTOM CHORD OF GABLE TRUSS MAY BE - �� i/i 3" O 4"o/c IN (2) STAGGERED ROWS, •• I SHEAR -WALL - CONSTRUCT SHEAR -WALL -CONSTRUCT PER SPECIFICATION. EITH I FLAT, SLOPED, OR COMBINATION THEREOF. IN IF 1st OUTLOOKER IS i PER SPECIFICATION. EITH I 1 i H MAY E OR BOT SIDES M B TH I AY i3E () A FRAMING R BO S DE S M VERTICAL LL MNG � > 0 VE MUST ___ -L. " FROM FASCIA ( ) INSTANCES: W i 32 OM BBE CONTINUOUS FROM FLOOR BELOW TO TOP i i i EDGE OF 2x NEED NOT SHEATHED. ' I // % BOARD, DOUBLE 1st I SHEATHED. PLATES IMMEDIATELY ADJACENT, AND % ----`---- - - - - - OUTLOOKER ONLY, i I BE FLUSH WITH EDGE CONNECTED T0, BOTTOM CHORD ABOVE. •' 1 I I OF TOP >. !I THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE s SHEAR WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL TYPICAL GABLE -END FRAMING DETAIL - U.N.O. ST1 NOT TO SCALE ROOF FRAMING IS USED, ROOF FRAMING IS USED, OPTION #1 9 OPTION 2 ----------------- -._-.__--.-._._.-_._-._..._..--._-_-_-_----.-.___._..--._._.__-._._._.-_._---_-_.--------.--.-..__._--_---.--.-------.---------- , INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR -WALLS RUNNING PA ALLEL TO TRUSS ABOVE EXTENDHEADER TO KING STUDS I ----------- ---------._. .. ---------- -------------------------------------------- ------------------------------- ------ - -------------------------------------- - - - ---------------------------- .------------------------------------------------- ------ ONE STUD TO TOP OF MATCH EDGE NAILING HEADER, INSTALL REMAINING STUDS i ROOF/FLOOR SHEATHING AS JACK STUDS AND STRAP EACH - - - - o o - ! PATTERN FOR _ ---"-"--- 2x4 #2 SYP NAILER TO ° ° ° ° ° ° ° ° ° ° ° ° SPECIFIED SW (BEL ------->- _.-___.._ _. -_I..-.--.---.-..---- ..-_.- JACK TO HEADER ON UNSHEATHED °° ° ° ° ° r BOTTOM CHORD OF TRUSS HEADER PER STRUCTURAL PLAN. J� AT SHEATHIN TOP / / ✓ / / / / / SIDE W/ (1) MSTA24 PER PLY. ° ° ° ° ° ° ° ° ° ° CHORD OF INDICATED 16" W/ 10d COMMON O 3"o/c. PROVIDE FULL -DEPTH I „° ° ° ° °_° ° _ _ TRUSS CONNECTION. MAX 7/16" THICK (MIN.) (24/16 BLOCKING BETWEEN JOIST/ / / 1 / / / / FASTEN TOP PLATE TO HEADER ' - --°1 SPAN INDEX) APA- OR TRUSSES ABOVE 1st STORY / / / / / / W� 2) ROWS OF 16d NAILS O I I TECO -RATED WALL SHEAR -WALLS. ATTACH 1/3/2 -----� � I /// //// / 3 a/c (TYP), ENG. TRUSS SHEATHING W/ 3"o/c 8d SHEATHING TO BLOCKING I°I°I I°I° 16" MIN. FOR 1 STORY N BLOCK ALL BL 8d NAILS O 6 o/c AND - T NAILING. / / / / A OU/// / CLLPAT ✓ SEET T P KI 0 L E LOC G 0 B N ON STRUCTURAL I°I ° ° 24" MIN. FOR 2 STORY I ATTACH SHEATHING _______ __ UNSUPPORTED PANEL W 0,131"x3" TOE NAILS O _ PLAN AT SPEC. ° ° ° ° FASTEN SHEATHING TO HEADER W/ I I / " ° ° ° Sd NAILS IN 3" GRID PATTERN AS °I°1 I°I° I TO NAILER W/ 8d EDGES W/ 2x BLOCKING. 4"0/C IN (2) STAGGERD - ---- T... _ - 1 OPENING. COMMON O 3"o/c. I SHOWN & 3"o/c INTO ALL FRAMING ° ° SHEAR -WALL -CONSTRUCT ROWS. I MEMEBERS STUDS, BLOCKING, AND °I°I I� �- i PER SPECIFICATION. SILLS) (TYP). I. I°I° •o IF THE INDICATED I ATTACH SHEATHING SHEATHING BE ON OPPOSITE DOUBLE TOP > OF I T AP ARE A F BOTTOM ALL DSR S E SIDE WALL M W i I° 1 EMBEDDED TO TOP >'S W/ Sd ; S D W , °I I°I° NOT PROPERLY COMMON O 3"o/c. CHORD NAILER, I ° ° INTERMEDIATE (NON -CORNER) I. ° I CAST -IN-PLACE AT .. PORTAL FRAME DETAIL, MATCH °I°I I°I°, FOUNDATION POUR, I THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A TRUSS -TO-> CONNECTOR: ! TYPICAL. SEE STRUCTURAL P °1°1 I°I° THEY MAY BE SHEAR -WALL To A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM N STUDS PER MAX. FOR ADDITIONAL INFORMATION, I° ° °I°I REPLACED WITH HTT22's I AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE SEE TRUSS SCHEDULE f STRUCTURAL PLAN. HEIGHT CONNECTORS, ETC. I o o' ° i so TYPE (DTC A/STl) T HEADER 10'-1 I"- ° ° � SHEAR -WALL CONTINJbUS TO THE UNDERSIDE OF THE HORIZONTAL STRAP0 E ON °I°r �° ° •• DED STRAPS SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL STUDS SHEAR WALL UNSHEATHED SIDE W 1/8" FOR A PANEL SPLICE (if needed), I°° I EMBED ROOF FRAMING IS USED. / / I I I°I° MUST BE INSTALLED W/ (1) MSTA24 PER PLY.0. PANEL EDGES SHALL BE BLOCKED, I° ° ° °1 ADDITIONAL PC. OF #4 FRAMING PER PLAN &OCCUR WITHIN 24" OF ,I°I I°l • REBAR PER SIMPSON PTI 3 OPTION - 4 7/16" THICK (MIN.) (24/16 SPAN ° ° ` MID HEIGHT OF WALL. I I *• OPTION # INTERIOR OR EXTERIOR SHE LLS RUNNING ° ° ° ° °I°1 I.I. INSTRUCTIONS. INDEX) APA- OR TECO -RATED Io ° ° °I INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE PERPENDICULAR TO TRUSSES ABOVE W/ HEEL OR WALL SHEATHING. BLOCK ALL °°`° °° 16" MIN. FOR 1 STORY II II I VERTICAL WEB 6" TO V-6", UNSUPPORTED PANEL EDGES w/ ° ° ° ° ° ° 24" MIN, FOR 2 STORY I° ° ° °I 2x BLOCKING. HORIZONTAL I°I°1 1°I °I SV HH 11048,1 SHOWN APPLICATION REQ'D W/ STUCCOPER °° 1/2" dia. ANCHOR BOLTS {{ EXT. FINISH. W/ 7" MIN. EMBEDMENT & 1 I i' APPLICATION WITH FLOOR (2) STHD14 - EMBEDED 2"x2"x3/16" WASHER (TYP). ;I Ij CURB WALL - SHEATHING 1 PLACE 2x4 RIBBON BOARD i ' » %, 3ply 2x() #2 SYP I "EMBEDMENT LINE" i STRAPS 14 INTO%PT SILL >. I I FOR FLOOR AICD i FOUNDATION. USE STHD14EU _ 6,--o AT BASE OF CURB , - - - WHEN LOCATED AT A CURB ° WALL. i SHEATHING i 14 /% TRUSS TOP CHORD ` ° ° ATTACHMENT.' FLOOR i WALL (DTL 2/ST2) AND ° L L TRUSS � m" HEEL/END SS VERTICAL BEGIN "EMBEDMENT" AT BASE I \, IN �k OF CURB WALL.J 1 REQ'D PLACEMENT - 10d O 6"o/c FROM CONT IN OF OPTIONAL (I.L.O. FOUNADTION PER STRUCTURAL PLAN. ; ; WALL FRAMING -'-------- -- - 2x4 TO 2x4 BLOCKING ° STHD14's) HTT22's 7 ° ° T PORTAL FRAME DETAIL � - - - - - - I 1. HORIZONTAL 2x4 SPF #2 M -I BLOCKING BTWN TRUSS (2) ROWS OF .131 x $T1 NOT TO SCALE ROOF 'LOOK SHEATHING PLAN VIEW OF COR ER 3" NAILS O 6"a/c DETAIL TfUSS TOP CHORD ---------- - - ----------------- - --- ------------------------------- - -- A j �1 THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S H L OR END V TICAL OF TRUSS INFORMATION DERIVED FROM THIS i• _ _ -- CONTINUOUS 2x4 SPF #2 W/ (3) NAILS TO EACH PROJECT(S) WITHOUT THE - - THE PROJECT ENGINEER IDENTIFIED BELOW. _ _ _ _ _ _ _ _ _ .i _ _ _ 'i _ �' .131x3" - 2x CHIMNEY FRAMING I MEMBERS -SEE STUD MIN. 7/16" TH K (24/16 SPAN I• '' i•i / TRUSS VERTICAL & O 6"o/c ,131x3" NAILS TO - TABLE FOR SIZE, SPECIES INDEX) APA OR ECO -RATED WALL •I M INTERMEDIATE BLOCKING. ADD » SHEATH CHIMNEY W/ 5/16 & MAX. o/c SPACING - I SHEATHING ATT HED TO FRAMING I.1 -i w I• , (1) MSTA18 STRAP W/ (7) « HARDIE W/ 6 /6 Bd OR CHIMNEY OVERALL C M E USEN I KI ALL R& OCKING O i M EMBE S N .�' ^ tOd/END O EA. SPLICE (CONT. 7/16" APA RATED PLYWOOD HEIGHT FOR > HEIGHT. - - 2 -ply 2x's AT CORNERS. UNSUPPORTE PANEL EDGES I A NAILING PER ALL TABLE ON Li :' I k , 2x4 MAYBE OMITTED IF 1 () MSTA18 IS USED FROM w/ 6"-1Y o/c. 8d 0- DETAIL F/ST1 CALL OUT ON ) w IBLOCK-TO BLOCK ACROSS EA. Q 1..L I TOP VIEW STRUC AL PLAN. -- I- ---_ ---.-- --------.---- - -- r TRUSS) D -lilt I O (1) MTS12 OR (1) MSTA16 F-- O O z CSN, - w DESIGN RW DRAFT MEB 2x4 #2 SYP BLOCKING BETWEEN TRUSSES BELOW CHIMNEY WALLS STRAP FOR A SQUARE CHIMNEY & (2) HTS20-S OR - -> CONNECTOR: TRUS TO CONN I I S,Q.FT. ,yt,1, DOUBLE TOP > OF WALL W/ (4) ,131x3" TOE/END NAILS AT EACH END OF BLOCKING TO (2) MSTA24-S FOR A RECTANGLE CHIMNEY O EA SEE USS SCHEDULE FOR TYPE (DTL A /ST1) I r I pm 0 JA E+!t CHORD 0F TRUSS OR RAFTER ATCORNERS OFRECTA GULAR CORNEROF T0 •TOP I SIDS / SHEAR WALL OPTIO 5 � PA N ELS L SS ' AI S INSTALL SLTOANLGL AWXLAE TNHGI THG ) CHIMNEYS, USE 2x8 (I.L.O. 2x4) OR 2x4 BLOCKING BELOW. FRAMING SEE RuC URAL PLAN I ALLS RUNNING INTERIOR R OR EXTERIOR I R SHEAR- W*I* HORIZONTAL AT 24«o/c TRUSS W/ (8) NAILS/END (I.L.O. (4) s PERPENDICULAR TO TRU K W/ 2x END -VERTICALS -OR- NAILS). TRUSS TOP CHORD OR RASIDE `IAEW CHIMNEY FRAMING DETAIL I ST1 SHEAR -WALL BRACING TO SCALE DETAILS FRAMING °HEH16»°/° SORTS FORSATNG. (TYP) ST1 NOT TO SCALE I i NOT �1 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 Group1...".,-�. ,�­'--�..."..1-z' .:11"I". ---l .. I- ...", A Florida Corporation- � Designers Engineers 655o, Roosevelt Blvd. Jacksonville, FL 32244 (904) 772-6ioo . FL CoA No. 29015 #%# Q 88 4110411,U 41,41,V ^M W Q W CTI n W 00-010 CD D Z Cf) O 0- < I 00-0, W , I..1... ON, I ct� -C Q 1..L I ( I 0-, U D m0 I-�- Q I. (.) r- w U D -lilt I O O U F-- O O z CSN, - w DESIGN RW DRAFT MEB CHECKED EAW SCALE N.T.S. DATE 7.7.2015 JOB NO. JOB S,Q.FT. ,yt,1, 11*01 a1110 E*• jr A 'C I Halr, I ' ' 'I Aeer`. ' Ire n F ,e L' 16 5 r M s1 ' r�6 of A� +0 Q pm 0 JA E+!t 1%. SHEET . 3 4 of mi (1) #5 VERT @ EACH SIDE OF STEM WALL HEIGHT CHANGE ool HORIZONTAL REBAR 24" PER ST2 MIN. 14 STEM WALL HEIGHT CHANGE ST2 NOT TO SCALE HORIZONTAL #5'S @ 16" O/C. 16" 15 STEM WALL W/ 45' CORNER DETAIL ST2 NOT TO SCALE SEE ST1 FOR VERTICAL WALL CONNECTION. (4" CONC SLAB Wf 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, W LL COMPACTED, TREATED FILL z SLOPE ---------- DIMENSIONS ARE � GRADE MIN. DISTANCES cv ? CLEAN COMPACTED ao j • j • • I SAND FILL L -- U,w o SLOPE I - I? m a GRADE 20"x10" W/ (3)#4 OR (2)#5 CONT. X a CLEAN, WELL COMPACTED, TREATED FILL 5. � 0 N CLEAN COMPACTED Z o U' REV • . SAND FILL >_ > _-_--_ — � �_�---- I 000 11 -I� _ The CASTILLO 4" TYPICAL FOUNDATION DIMENSIONS ARE IMENSIONS ARE -- I (------ -! IT III ** EMBEDDED STRAPS IN. DISTANCES Z __COMPACTED fILL111 W/O BRICK MUST BE INSTALLED w/ SLOPE OF �1 2 FOUNDATION AT GARAGE ADDITIONAL PIECE OF #4 GRADE 5 3 i = _ CORNERS & 48"o/c THEREAFTER -- BEND ALL - --- ` REBAR PER SIMPSON I I I I W BRICK * MAX. STEMWALL HEIGHT: INSTRUCTIONS. ** 8" COURSES. FOR WALLS > 1 STORY FOOTING SIZE (5) 8" COURSES HIGH USE W/0 BRICK 12" WIDE W/ (2)#4 OR (2)#5 CONT. LOCATION & 2 STORY W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) # 1 TYPICAL FOUNDATION DETAIL 2 STORY W/O BRICK 16" WIDE W/ (2)#5 CONT. OR (3) #4 ST2 NOT TO SCALE W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ (3)#5 OR (4) # 1 TYPICAL FOUNDATION DETAIL ST2 NOT TO SCALE ** EMBEDDED SEE ST1 FOR VERTICAL WALL CONNECTION. STRAPS MUST BE INSTALLED w/ 5 1 / 5 1/2" WIDE CONC. SILL TOP AT MAIN ADDITIONAL PIECE SLAB LEVEL. TOP -TO -GARAGE FLOOR I OF #4 REBAR PER VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING SIMPSON ** INSTRUCTIONS. WIDTH BY MORE THAN 2" REQ ADDITIONAL ANALYSIS) I 4" CONC SLAB W 6x6x10/10 WWF (OVER 6 MIL VAPOR BARRIER OVER z o CLEAN, W LL COMPACTED, TREATED FILL U,w o SLOPE I - I? m a GRADE 20"x10" W/ (3)#4 OR (2)#5 CONT. Uj CLEAN, WELL COMPACTED, TREATED FILL 5. � - - -- - CLEAN COMPACTED Z o U' REV • . SAND FILL >_ > _-_--_ — � �_�---- I 000 11 -I� _ The CASTILLO 4" TYPICAL FOUNDATION DIMENSIONS ARE IMENSIONS ARE -- I (------ -! IT III Z)Z IN. DISTANCES Z __COMPACTED fILL111 --- 0 2 FOUNDATION AT GARAGE ST2 NOT TO SCALE RECESS SLAB 3/4" FOR SGD 4" CONC SLAB W/ 6X6X1O/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION 3 FOUNDATION AT S.G.D. ST2 NOT TO SCALE 1-1 /2" 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIEER OVER CLEAN, W LL COMPACTED, TREATED FILL ---------- 5' TYPICAL FOUNDATION 4 FOUNDATION AT DOOR SILL ST2 NOT TO SCALE * MAX. 2 COURSES ABOVE SLAB LEVEL. SEE ST1 FOR VERTICAL WALL CONNECTION. (1)#4 CONT. IN SOLID GROUTED U -BLOCK COURSE TYPICAL SLAB TYP. VERT. REINF. _ T 1 f —_i i_I_— — I !_1 - TYPICAL FOOTING - SEE 1 /ST2 FOR SIZE/REINFORCEMENT =III- I ___ ! �----III . � ►_!__,—_!_ — 111L----- 2 FOUNDATION AT GARAGE ST2 NOT TO SCALE OVERLAP SLAB RECESS SLAB 3/4" FOR 1 1/2" THRESHOLD DEPTH = STUD + 1 1/4" (FROM OUTSIDE FACE OF BLOCK) I � TYP. SLAB IIII---IIII----771 11 I— I_r_---T -I EE 1 ST2 FOR TYPICAL FOOTING S / SIZE/REINFORCEMENT L----i-I=--i-I- _I:-is i I I Ill -ww - 11117, •_ I —I 3 FOUNDATION AT S.G.D. ST2 NOT TO SCALE HOLD HDR. BLK. TO OUTSIDE 1 1/2" TYP. SLAB TYPICAL FOOTING - SEE 1 /ST2 _ - SIZE/REINFORCEMENT —_!; ---- 1I— l=I.I.►I��_11-1 4 FOUNDATION AT DOOR SILL ST2 NOT TO SCALE (1)#5 x 2'-0" OVER 8"x8" CHASE IN CONC. BLOCK STEM WALL. SLOPE --------- — _ GROUT SOLID GRADE AROUND PIPE I _ GROUT SOLID CLEAN COMPACTED I - - Kg-,Rm AROUND PIPE SAND FILL !--I- 8" MIN. -DEEPEN I -- 711 TYPICAL FOOTING - SEE 1/ST2 FOOTING @ CHASE TYPICAL FOUNDATION I=I e • e . ' e FOR SIZE/REINFORCEMENT LOCATION AS REQ'D TO PROVIDE PROPER I I I IIII i 1 FOOTING DEPTH. 5 FOUNDATION W/ UTILITY CHASE ST2 NOT TO SCALE MONOLITHIC FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEABLE WITH THE STEM WALLS FOUNDATION DETAILS. TYPICAL FOUNDATION SLOPE SEE ST1 FOR VERTICAL WALL CONNECTION. I - 16"x10" W/ (2)#4 CONT. 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIEER OVER 20"x10" W/ (3)#4 OR (2)#5 CONT. Z GRADE CLEAN, WELL COMPACTED, TREATED FILL MAY BE USED 20"x10" W/ (3)#4 OR (2)#5 CONT. - - -- - AS BRICK LEDGE BELOW. REV SLOPE GRADE II - - - -- — (1) #4 REBAR CONT. @HEADER COURSE >_ > _-_--_ — � �_�---- I — 11 -I� _ The CASTILLO 4" 1 STORYj DIMENSIONS ARE IIII --Ilii -- I (------ -! IT III Z)Z 6"I - -- 2 STORY MIN. DISTANCES Z __COMPACTED fILL111 --- 0 z O - --I-i ----- _ ! (TYP. VERTICAL REINFORCEMENT): #4 DOWELS @ i = _ CORNERS & 48"o/c THEREAFTER -- BEND ALL - --- ` DOWELS @ TOP & BOTTOM, EMBED MINIMUM 6" I I I I INTO FOOTING /12" INTO SLAB (GROUT ALL * MAX. STEMWALL HEIGHT: (5) CELLS SOLID) 8" COURSES. FOR WALLS > LjjV 1 STORY FOOTING SIZE W/O BRICK 16"x10" W/ (2)#5 CONT. OR (2) # (5) 8" COURSES HIGH USE W/ BRICK 20"x10" W/ (2)#5 CONT. OR (3) # DETAIL 1 A/ST2 OR 1 B/ST2 LOCATION & 2 STORY DEPENDING ON WALL HEIGHT. W/0 BRICK 20"00" W/ (2)#5 CONT. OR (3) # W/ BRICK 24"x10" W/ (3)#5 CONT. OR (4) # 1 TYPICAL FOUNDATION DETAIL PAD BASE ST2 NOT TO SCALE * MAX. 2 COURSES ABOVE SLAB LEVEL. SEE ST1 FOR VERTICAL WALL CONNECTION. (1)#4 CONT. IN SOLID GROUTED U -BLOCK COURSE TYPICAL SLAB TYP. VERT. REINF. _ T 1 f —_i i_I_— — I !_1 - TYPICAL FOOTING - SEE 1 /ST2 FOR SIZE/REINFORCEMENT =III- I ___ ! �----III . � ►_!__,—_!_ — 111L----- 2 FOUNDATION AT GARAGE ST2 NOT TO SCALE OVERLAP SLAB RECESS SLAB 3/4" FOR 1 1/2" THRESHOLD DEPTH = STUD + 1 1/4" (FROM OUTSIDE FACE OF BLOCK) I � TYP. SLAB IIII---IIII----771 11 I— I_r_---T -I EE 1 ST2 FOR TYPICAL FOOTING S / SIZE/REINFORCEMENT L----i-I=--i-I- _I:-is i I I Ill -ww - 11117, •_ I —I 3 FOUNDATION AT S.G.D. ST2 NOT TO SCALE HOLD HDR. BLK. TO OUTSIDE 1 1/2" TYP. SLAB TYPICAL FOOTING - SEE 1 /ST2 _ - SIZE/REINFORCEMENT —_!; ---- 1I— l=I.I.►I��_11-1 4 FOUNDATION AT DOOR SILL ST2 NOT TO SCALE (1)#5 x 2'-0" OVER 8"x8" CHASE IN CONC. BLOCK STEM WALL. SLOPE --------- — _ GROUT SOLID GRADE AROUND PIPE I _ GROUT SOLID CLEAN COMPACTED I - - Kg-,Rm AROUND PIPE SAND FILL !--I- 8" MIN. -DEEPEN I -- 711 TYPICAL FOOTING - SEE 1/ST2 FOOTING @ CHASE TYPICAL FOUNDATION I=I e • e . ' e FOR SIZE/REINFORCEMENT LOCATION AS REQ'D TO PROVIDE PROPER I I I IIII i 1 FOOTING DEPTH. 5 FOUNDATION W/ UTILITY CHASE ST2 NOT TO SCALE MONOLITHIC FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEABLE WITH THE STEM WALLS FOUNDATION DETAILS. TYPICAL FOUNDATION SLOPE FOOTING SIZE I - 16"x10" W/ (2)#4 CONT. --� 20"x10" W/ (3)#4 OR (2)#5 CONT. Z GRADE DOCUMENTS, MAY NOT BE USED - --o--- 20"x10" W/ (3)#4 OR (2)#5 CONT. CO 24"x10" W/ (4)#4 OR (3)#5 CONT. BELOW. REV 1W II — 2 — CONT-! — IIk�l — The CASTILLO Group A Florida Corporation Designers —CLEAN IIII --Ilii Jacksonville, FL 32244 ., (904) 772-6ioo Z)Z V 1 IRAN� __COMPACTED fILL111 W 0 z O Q N ° SEE STRUCTURAL nQ ry I ry U PLANS FOR PAD 0 LjjV FOOTING SIZE, I- O U Z CIS N w LOCATION & DRAFT MEB CHECKED EAW SCALE N.T.S. REBAR SPECS. JOB NO. JOB PAD BASE PER STRUCTURAL PLAN SECTION VIEW SL PE Z GR .DE 00 s 1s PAD FOOTING FOR MONO SLAB ST2 NOT TO SCALE 5 FOUNDATION W/ UTILITY CHASE ST2 NOT TO SCALE STEM WALL FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEABLE WITH THE MONOLITHIC FOUNDATION DETAILS TYPICAL FOUNDATION ! CONT. REBAR a of I i U J -- N 45 i • • • • + SEE STRUCTURAL "---PLANS FOR SIZE, AC IE LOCATION & PAD BASE REBAR SPECS. PER STRUCTURAL PLAN #5 HORIZONTAL. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS @ CORNERS & 24"o/c #5 HORIZ. 6" FROM END THEREAFTER - BEND /48" MIN. OF VERTICALS. ALL DOWELS @ TOP & BOTTOM, EMBED MINIMUM 6" INTO FOOTING /48" INTO SLAB (GROUT ALL CELLS SOLID) #5 VERTICALS @ 24" 0/C - -- -- I --- 11 (TYP. HORIZONTAL ---- REINFORCEMENT): (2) I -I _) ----I I ADD CL IF N FILL COMPACT W1.7(MW11) LONGITUDINAL - ( q - WIRES SPACED @ 16" 0/C. II --_ ___ _ 1 PROVIDE HORIZONTAL REINFORCEMENT WITHIN 16" I I( I I I I I I - OF TOP AND BOTTOM OF l� MASONRY STEM WALL. , I-� ! l I I , + 8" CMU; GROUT ALL CELLS II =_) - #5 HORIZ. NEAR MID -HEIGHT. SOLID. MAX. (10) COURSES. ADD CLEAN FILL AND COMPACT IN 12" (MAX.) LIFTS. i STANDARD FOOTING SEE DETAIL BELOW �_ ____= I_: - ° - 1 I - E ____ - ---- J, IIS -I EXP. JOINT 1 STORY 1A FOOTING SIZE W/O BRICK 16"x10" W/ (2)#4 CONT. W/ BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. 2 STORY DOCUMENTS, MAY NOT BE USED W/O BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. W/ BRICK 24"x10" W/ (4)#4 OR (3)#5 CONT. 6<10 COURSES STEM WALL FOUNDATION ST2 FOR STEM WALLS WITH 6<10 COURSES SLOPE 3/4" X 12" AT GARAGE DOOR 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATE FILL 6 :VAPI OR BARRIERRMIL -1===:::.' 12„ ----i )#4 CONT.I _ s SLOPED TURNED DOWN EDGE ST2 NOT TO SCALE 7 TURNED DOWN EDGE ST2 NOT TO SCALE HEADER BLOCK OR FORMED & CAST @ STEP DOWN VARIES =1 { I I ---1 I I --- — — -- _ !=—f ! TYP. SLAB 71—IIII_ ------------- ----- FOOTING ---- ! ! 1===1 I- =--1 -TYPICAL SEE 1/ST2 --------- __ I-!_. I -_ - FOR SIZE/ I REINFORCEMENT Ilil__III1= IIII--11I�- 8 LOAD BEARING STEP DOWN ST2 NOT TO SCALE (TYP. VERTICAL REINFORCEMENT): #5 DOWELS @ CORNERS & INDICATED o/c SPACING THEREAFTER - BEND ALL DOWELS @ TOP & BOTTOM, EMBED MINIMUM 6" INTO FOOTING / 72" INTO SLAB (GROUT ALL CELLS SOLID) -#9 VFRTIC'AI S aC) n/c SPACING TO 12 COURSES: 24"o/c 12 <13-1/2 COURSES: 16"o/c 13-1/2 < 15 COURSES: 8"o/c 8" CMU; FILL ALL CELLS SOLID. --> w/ 3,000psi GROUT. LAP ALL REINFORCEMENT MINIMUM 40 DIAMETERS AT ALL JOINTS. (TYP. HORIZONTAL REINFORCEMENT): (2) W1.7(MW11) LONGITUDINAL WIRES SPACED @ 16" 0/C. PROVIDE HORIZONTAL REINFORCEMENT WITHIN 16" OF TOP AND BOTTOM OF MASONRY STEM WALL. -.=- --- I I I I #5 HORIZONTAL. #5 HORIZ. 6" 72" FROM END OF MIN. / VERTICALS. a ' -- - _ _ . _ -- - I-- ---------- ------- -- �----------- ( 1i III I I� ADD CLEAN FILL AND COMPACT IN 12" (MAX.) LIFTS. __---I - ------ - -- --------------- - ,__-- #5 HORIZ. @ EACH -4th COURSE I H I _ - �- ------_I12"d. X 24"w. 2,500psi CONC. - -- - -- -FOOTING w/ (3) #5 REBAR EXCEPT: A4--�-STORY WITH BRICK, USE 12"d -_ _ ------------- 1B 10<15 COURSES STEM WALL FOUNDATION ST2 FOR STEM WALLS WITH 10<15 COURSES & GW, GP, SW or SP SOILS to 30# PSF LATERAL LOAD 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL SAW CUT IN 15'x15' GRID, 1" DEEP WHILE CONCRETE IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) - s CONTROL JOINT—FOR CRACK CONTROL ST2 NOT TO SCALE 4" CONC SLAB W/ 6X6X1O/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL /ARIES --.- =----=--------- • i--- --- : i - I- -- - (2)#4 CONT. I 1 STORY _ I I ------------ 2 STORY) 10 LOAD BEARING STEP DOWN ST2 NOT TO SCALE 4" CONC SLAB W/ 6X6X1O/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL VARIES T��-=-=----- - - - -I----------- ---------- —1 ! I - !------ —1I ---i - _u I— CKNES 11 NON—LOAD BEARING STEP DOWN ST2 NOT TO SCALE (MAY BE USED AS SUNKEN SHOWER DETAIL) 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL — — — — —'---r--- :-------� = I --- _._._. .. ---- ----- i -------:.! :- ! ! - ! i 1 (2)#4 CONT. I_-_ 16 .---- -- 1 STORY) 20„ 2 STORY) 12 INTERIOR LOAD BEARING ST2 NOT TO SCALE STANDARD FOUNDATION DETAILS FC' i n 'Wood vertical construction shown atop foundation details for Clarity. Wood, cmu, icf or other structural vertical construction Q� - acceptable — see ST1 for specifics. ---EPDXIED ATR EXPANSION TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL 1 HOLD-DOWN PER I TOP OF SLAB JOINT TOP OF POOL FOUNDATION DETAIL, CAST INTO PAD ', STRUCTURAL PLANS DECKING FOOTING OR EPDXIED W/ MIN. 6" EMBEDMENT, CENTER ;4' IN PAD i I II //�j�///�//�% /////�/// TYPICAL FOUNDATION I,I \\\ \\ \\\ \ \ \ \ \ ((�------------- --- FTN G. PADS 36"x3 & L GER: �/\ STANDARD ;� \�\/ , \/\/\/\ ; !! I USE (3) #5 DOWELS. ' I FOUNDATION / II / % / / / POOL TO CONT.l ! II % \\/\SEE DETAIL ,\` �\�\\\/�/\\\ °. BE IIII IIII --------- --- ----- -------- ---- —------- ....------; ! \/ , -,/ SLOPE a CLEAN COMPACTED ! //� `\� DESIGNED REBAR !/\ 1, . T �. �. \\ \ y \\ \� GRADE II AND FILL\\\�/// BY OTHERS. #4 VERTICAL / IIII SLOPE -----_--= -_ -�=- _-- = =L-- -_ -- -- --- --- , --___REBAR PER /\\/\/\�, \ '�/\/ \ \ \ \ -------- TYPICAL i /. ,/ /. / �\ / / / --- 11 - GRADE /\�\/\ \ /\ \�/\/// I I FOUNDATION \ ` -. W��a . . I CONT. z W L------- REBAR I i \\//\\\ a . . • SEE STRUCTURAL o- v' PLANS FOR PAD = a I j ! /�//' \//.// / \/ \/.� \ . �\ /` / / / FOOTING SIZE, = w J '\/SAND FILOMPA-\ \'/\� LOCATION & a ? ! I \�:��\\\��/\\ ! I PAD BASE REBAR SPECS. a � 45° ! • • I I � �;�/��.,/ /\ t�`•L �: SECTION VIEW PER STRUCTURAL PLAN SEE STRUCTURAL; CLEAN COMPACTED! // //777 J PLANS FOR SIZE, j \\ \��\.\\/ \ \\' SAND FILL PAD BASE LOCATION & 1$ FOUNDATION 0 POOL PAD FOOTING FOR STEM WALL REBAR SPECS. I ST2 NOT TO SCALE ST2 NOT TO SCALE FACE VIEW PER STRUCTURAL PLAN THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN 4" CONC SLAB W/ 6X6X10/10 WWF SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS OVER 6 MIL VAPOR BARRIER OVER DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR CLEAN, WELL COMPACTED, TREATED FILL EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV =-=-1--I , I I -6 MIL VAPORBARRIER 1 — 2 — CONT-! — 8„------=0)#4 7 TURNED DOWN EDGE ST2 NOT TO SCALE HEADER BLOCK OR FORMED & CAST @ STEP DOWN VARIES =1 { I I ---1 I I --- — — -- _ !=—f ! TYP. SLAB 71—IIII_ ------------- ----- FOOTING ---- ! ! 1===1 I- =--1 -TYPICAL SEE 1/ST2 --------- __ I-!_. I -_ - FOR SIZE/ I REINFORCEMENT Ilil__III1= IIII--11I�- 8 LOAD BEARING STEP DOWN ST2 NOT TO SCALE (TYP. VERTICAL REINFORCEMENT): #5 DOWELS @ CORNERS & INDICATED o/c SPACING THEREAFTER - BEND ALL DOWELS @ TOP & BOTTOM, EMBED MINIMUM 6" INTO FOOTING / 72" INTO SLAB (GROUT ALL CELLS SOLID) -#9 VFRTIC'AI S aC) n/c SPACING TO 12 COURSES: 24"o/c 12 <13-1/2 COURSES: 16"o/c 13-1/2 < 15 COURSES: 8"o/c 8" CMU; FILL ALL CELLS SOLID. --> w/ 3,000psi GROUT. LAP ALL REINFORCEMENT MINIMUM 40 DIAMETERS AT ALL JOINTS. (TYP. HORIZONTAL REINFORCEMENT): (2) W1.7(MW11) LONGITUDINAL WIRES SPACED @ 16" 0/C. PROVIDE HORIZONTAL REINFORCEMENT WITHIN 16" OF TOP AND BOTTOM OF MASONRY STEM WALL. -.=- --- I I I I #5 HORIZONTAL. #5 HORIZ. 6" 72" FROM END OF MIN. / VERTICALS. a ' -- - _ _ . _ -- - I-- ---------- ------- -- �----------- ( 1i III I I� ADD CLEAN FILL AND COMPACT IN 12" (MAX.) LIFTS. __---I - ------ - -- --------------- - ,__-- #5 HORIZ. @ EACH -4th COURSE I H I _ - �- ------_I12"d. X 24"w. 2,500psi CONC. - -- - -- -FOOTING w/ (3) #5 REBAR EXCEPT: A4--�-STORY WITH BRICK, USE 12"d -_ _ ------------- 1B 10<15 COURSES STEM WALL FOUNDATION ST2 FOR STEM WALLS WITH 10<15 COURSES & GW, GP, SW or SP SOILS to 30# PSF LATERAL LOAD 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL SAW CUT IN 15'x15' GRID, 1" DEEP WHILE CONCRETE IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) - s CONTROL JOINT—FOR CRACK CONTROL ST2 NOT TO SCALE 4" CONC SLAB W/ 6X6X1O/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL /ARIES --.- =----=--------- • i--- --- : i - I- -- - (2)#4 CONT. I 1 STORY _ I I ------------ 2 STORY) 10 LOAD BEARING STEP DOWN ST2 NOT TO SCALE 4" CONC SLAB W/ 6X6X1O/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL VARIES T��-=-=----- - - - -I----------- ---------- —1 ! I - !------ —1I ---i - _u I— CKNES 11 NON—LOAD BEARING STEP DOWN ST2 NOT TO SCALE (MAY BE USED AS SUNKEN SHOWER DETAIL) 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL — — — — —'---r--- :-------� = I --- _._._. .. ---- ----- i -------:.! :- ! ! - ! i 1 (2)#4 CONT. I_-_ 16 .---- -- 1 STORY) 20„ 2 STORY) 12 INTERIOR LOAD BEARING ST2 NOT TO SCALE STANDARD FOUNDATION DETAILS FC' i n 'Wood vertical construction shown atop foundation details for Clarity. Wood, cmu, icf or other structural vertical construction Q� - acceptable — see ST1 for specifics. ---EPDXIED ATR EXPANSION TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL 1 HOLD-DOWN PER I TOP OF SLAB JOINT TOP OF POOL FOUNDATION DETAIL, CAST INTO PAD ', STRUCTURAL PLANS DECKING FOOTING OR EPDXIED W/ MIN. 6" EMBEDMENT, CENTER ;4' IN PAD i I II //�j�///�//�% /////�/// TYPICAL FOUNDATION I,I \\\ \\ \\\ \ \ \ \ \ ((�------------- --- FTN G. PADS 36"x3 & L GER: �/\ STANDARD ;� \�\/ , \/\/\/\ ; !! I USE (3) #5 DOWELS. ' I FOUNDATION / II / % / / / POOL TO CONT.l ! II % \\/\SEE DETAIL ,\` �\�\\\/�/\\\ °. BE IIII IIII --------- --- ----- -------- ---- —------- ....------; ! \/ , -,/ SLOPE a CLEAN COMPACTED ! //� `\� DESIGNED REBAR !/\ 1, . T �. �. \\ \ y \\ \� GRADE II AND FILL\\\�/// BY OTHERS. #4 VERTICAL / IIII SLOPE -----_--= -_ -�=- _-- = =L-- -_ -- -- --- --- , --___REBAR PER /\\/\/\�, \ '�/\/ \ \ \ \ -------- TYPICAL i /. ,/ /. / �\ / / / --- 11 - GRADE /\�\/\ \ /\ \�/\/// I I FOUNDATION \ ` -. W��a . . I CONT. z W L------- REBAR I i \\//\\\ a . . • SEE STRUCTURAL o- v' PLANS FOR PAD = a I j ! /�//' \//.// / \/ \/.� \ . �\ /` / / / FOOTING SIZE, = w J '\/SAND FILOMPA-\ \'/\� LOCATION & a ? ! I \�:��\\\��/\\ ! I PAD BASE REBAR SPECS. a � 45° ! • • I I � �;�/��.,/ /\ t�`•L �: SECTION VIEW PER STRUCTURAL PLAN SEE STRUCTURAL; CLEAN COMPACTED! // //777 J PLANS FOR SIZE, j \\ \��\.\\/ \ \\' SAND FILL PAD BASE LOCATION & 1$ FOUNDATION 0 POOL PAD FOOTING FOR STEM WALL REBAR SPECS. I ST2 NOT TO SCALE ST2 NOT TO SCALE FACE VIEW PER STRUCTURAL PLAN 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 A Florida Corporation Designers Engineers 655o Roosevelt Blvd. Jacksonville, FL 32244 ., (904) 772-6ioo FL CoA No. 29015 V 1 Q W 0 z O Q O Z 0 ry I ry U M 0 LjjV D d— O I- O U Z CIS N w DESIGN RW DRAFT MEB CHECKED EAW SCALE N.T.S. DATE 7.7.2015 JOB NO. JOB