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1810 ATLANTIC BEACH DR - NEW HOME DRAWINGS NOTES 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED 4'-2° 49'-11° SIZES;REFER TO MFG'S SPECIFICATIONS FOR ROUGH 16'-10" 23'-6° 4'-7° OPENINGS PRIOR TO FRAMING 3'0" 9'-4" Ile 74" 1'-2" 6'-g° 1'-2" 6'g° 1'-2" 6'8" r-2" 2. ADD 5'TO SIDE OF GARAGE W/FRONT WINDOW 3. ADD 5'TO SIDE OF PNTRY 3°5°SH-EGRESS AIR HANDLER UNIT-ACCESS FANFL WITHIN 4x4 R.T.FOST T". SILL @ 2'-6"AFF 6'OF ATTIC ACCESS -SOLID FLOORING WRAFRED TO 14X 4. GARAGE SVC. DOOR WITH NO OBSTRUCTIONS WITHIN 30"OF APPLIANCE ACCESS FANEL ___ _ _ 5. ADD 2'TO FRONT OF STUDY EP -FIT N - - ------ - ---s - G 76. ADD2'TOBLANNAI2ANDBED #3 - -- N ----�--- I I I I 9. FRAMELESS SHOWER IN BATH#3 ILO TUB Q LOFT _ = Roc&SHE'_ _ - - - - i `�\' i AHU i � m HB 3-3°6°SH-EGRESS N SILL 0 2'-0"AFF I I 10. PAVER ENTRY ---- --- /\T N I I 11. ISOKERN DUAL FUEL FIREPLACE a Q I I 12. PREPLUMD LNDRY SINK IN GARAGE o � 2 I I B 9'CLG �� _ �q N L/ \N/ \I I I 13. PREPLUMB WET DAR W/ BASE CAB5. AND UPPERS . ti� olz14. WINE REF. IN ISLAND 23'-8"x 11'-6" N 9'CLG. I I P� N 4 12'-1' PL.HT. I I 15. TREX DECKING AT LANAI 11'-1011 X 12'-0" n ti TREXBDECKING I I 16. 51/4"CROWN Al 2ND FLOOR LL 2'-a" 8'-10" 12'-2" I I 17. GAS PACKAGE W/4- DROPS o Q 15.TANKLE55 GAS WH W/ RECIRCULATING LINE 6'-2" 61-211 OWNERS ( 19. FR. DOOR AT OWNERS SUITE TO LANAI FRAMELESS o GRP\B PAR TMFRD GLS N 0 21. ' IN LOOP - - _ SI I ITE 12°8°SGP I 21. 8' INTERIOR DOORS THROUGHOUT FNCL z u o SUITE 22. UNDER CABINET PLUG MOULDING IN KITCHEN AND 0 LL 15'-51,X 14'-6" 2650 SH-TMRRD. WET BAR M � o '101 CLG. SILL Cad 3'-0"AFF � C\J9'CLG. OT o 23. INSULATION INSTALLED BETWEEN FLOORS WITH 4" 9 _ - GYPCRETE OVER SUBFLOOR CIL LL ° < 12'-2"x 12'-4° N o 24. BACKING FOR GRAB BAKS IN ALL SHOWERS AND DATH #2 � e 23e° 8'CLG. < OWNERS WC o = 91 CLG. WC N RKT DRS N o < o ATH A #3 Xo C\1 Q = N OG o N NLIVING s STANDARD CO o - GAS 9' STUB � � C\\1 __A _ - - - - SHELF-- - - R00M LUw 5'TUB o A ROD& LU LL < q � o I I 23'4°x 16-0" 12'CLG. REVISIONS I C" LL 0 DN 19 RISERS D 2 8 7RISE W 0 101 CLG. w �" � � _ i m � 1 10"RUN - _ WIC o � = n 13 6 0 10'CLG. I I W C= O N III `g o� FT #5 I I I � � v N I W N 11'-0"X 121-0" u I a cn Iw 3°O FIXED - - - - - - - - - - � I `° „ ti 9'CLG. I= HDR.CEJ 7-7"AFF ROD&SHELF WIC �� 6X6WALL -_________ ---- --- _ ------- _ < m 0 = LL 5 SHLVS �o - 0 9'CLG. , I I z � cl� o I N = = I I mWl = N ( o o v 3'-8" 2'-7" 9'-6" 1'-8" 8'-0" 2._7.. o o 3°6°SH EGRESS I N Ca 10'CLG. d? 8'-0" -o-" V E I D E SILL Cay 2'-0"AFF o 10'CLG. I A r I I I N A �Zep UR 19 RISERS SARTOF L- 7 4"RISE _J I I OVER 35"h WALL 21-6" 2-1111 -- 10"RUN I I - - -- -- -- w LL 12'-4" 4'2.. 288° 10'CLG. I I I i I-----� z ° o :I- o GRAB PAR \/ r MICRO I _ 16'-6" 5'-5" 12'-8 o PACKING /\ DRAWER ° PINING E I I _ �---- O o � ' ■■ O_ on o I I WINE REF. K1 I C H N = SCREEN WALL <o � 12'-6"X 13'-2" Build With Confidence OW N E1�5 w 10'CLG. I I 151-0"X 13'-2" /I\ z 10'CLG-. LATH 11-2° 2'-g° I I RAVERS o 414 Old Hard Road, Suite 502 o Q z I I WvWEPHOOP COMB. Fleming Island, Florida 32003 I ME � ndI.00 FL/,',\ N 101cLG. w = 7z°x42" 0 I -- ZZ(D� Q o I Office: (904) 264-6553 9 �� K/5 4 REE STANDING I -- OHC CJ S --- OHC lug �� c� GARDEN TUB - Fax: (904)269-2729 2X6 WAL /ALL X7 W�Ll- 411-011 8'D" 9'6" 8'-6" - -8" _ r B GAS W D12 - _ G 5 SHLVS STUB wC I c I Lot 63 4"d o FRAMELESS c� o�7 N 10'CLG. L W_J�_ D--� GAS WH W/ OR V SHELF OVER 10'CLG. f NTI\Y } J 10'CLG. z RF_CIRCULAIZN co TM ENCL. 3A B cn LINE- � Atlantic Beach 41�d 11'd SNCL:OVER _ BAC G � I �I�p V � z 42"h WALL STORAGE o� L I V I\ I 28 w j J UNDER C Q so w cl d STAIRS 2880 101 CLG. 288° 2550 HEADCount Club v w ® -- v FREFLUM5 o 0 12'-4" 3.g.. 5'-5" w T-2" LNDRY SINK 9'-2" = T-10" 288° 2 8 I I � I �I\ JLU U r FRAMF_FOR DOOR IS 1 3/8"MIN. SVC.DR. D I ATTIC STAIRS I SOLID CORE OR 20 0 10'CLG C, RAVERS z 54.5"X22.5" MINUTE FIRE RATED z wo �- -- -- --� (SELF CLOSING) n w Natter Residence 10'CLG. I I � - � �J 2 4 °8°ENrRY � W � (TM D.GLS.INS RT) z Q o w STUDY w � Q � � 13'-2" 21-10" N 11'-10"X 12'-0" ROD&SHELF wUJ z LOOR o 101 CLG. - - -I w o 6"d 6"d z21-5-2]" < o I 2'-5�" m Q N Floor Plans WIC ►o tog° 10'CLG. I � / / Atlantic Beach Drive 0) o Atlantic Beach, Fl. 32233 J ROD&SHELF 27-6"X 23'-0" - - - 10'-1 g F L.HT. 3-2 6 SH Drawn By Sheet o SILL C@ 2'-0 AFF= 0 ARJ w 8'-3° 4'r' _ q Date 12-23-2015 12'-4" 4'-2.. Ro 4 N o Scale 1/4" = 141 PAVER COURTYARD ENTRY of Plan West Indies-D Mo 7 10'-1 1/8"FL.HT. MECHANICAL E00 MENT NOTES: AVERS 305°5H SQ. ATG. CALCULATIONS- CAF 30"hpONY H5 SILL @ 3'-D"AFI= 40"h WALL Written dimen5ion5 Shall have precedence over Scale dimen5ion5. FBC-1302.5.2: DUCTS IN GARAGE SHALL 5E MIN 26 15T FLOOR LIVING 1982 Contractors Shall verify and be re5pon5ible for dimen5ion5 and GAGE SHEET STEEL WITH NO OFENINGS INTO GARAGE 2ND FLOOR LIVING 810 0 8°g°OVERHEAD DooR 8°8°ovERHEAD DooR o conditions of the job. N � ALLOWED. TOTAL LIVING 2792 : law 9 . Y 2'8" 8'-0" 2'-2" 8'-0" 2'-8°+2'-6" 2'-6" copyrights ha d other copyrights n hese plans,designs ndnldea5. FBC-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND GARAGE 667 16'-6° 4'-11" 23'-6" 5'o These plans,de5ign5 and ideas are not to be copied or changed in any � r+ue COPY manner or form whatsoever,nor are they to be a55igned to any third ALL SIDES OF MECHANICAL EQUIPMENT AND ENTRY 32 49'-11° CE 4 I party without first obtaining the expre,55 written permi55ion from COME ONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH LANAI 275 OF THE ENCLOSING SFACE 6EING AT LEAST 12" WIDER Northeast Florida Design,Inc. THAN THE FURNACE OR AIR HANDLER TOTAL COVERED 3766 15t FLOOf� FLAN REVIEWED FOR CODE COMPLIANCE I GROUND-MOUNTED MECHANICAL UNITS SHALL BE �iTY ®F ATLANTIC BEACH ANCHORED IN ACCORDANCE WITH FgC R, SECTION SFE PERMITS FOR ADDITlONAt. 12627 San Jose ]blvd REQUIREMENTS AND CONDITIONS �� Suite 702 M1307.2. nL 6IE'JIfD BY: DATE:� � ortheast Jacks®>mvilfle, ]FIe 32223 Florida Design,Inc. 904.260.3319 I { NOTES 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS GENERAL STAIR DETAIL SCALE:N.T.S. 50'a' f RIOR TO TOURING CONCRETE 2. ADD 5' TO SIDE OF GARAGE 15'-61 241-9° 1'„'1" 2'-8 51-01, 3. ADD 5' TO SIDE OF F NTRY •SI-AIRNOTLS; - - - - - - - - - - - - - - - - - - - - - - -� N 4. ADDA E SVC. POO TOOFSTUDY ACT UAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS,FLOOR COVERINGS,AND/OR j- VARIANCES 1N CONSI RUC TION MA I ERIAL.ACI UAL CONSTRUCTION MUST COMPLY I W/8311.7 OFT H1.FLORIDA BUILDING CODE,RESIDENTIAL. - CAS 6. ADD 2 TO LANAI MAXIMUM RISERHEIGHF: 7-3/4" �J MINIMUM TREAD DT=P H. 10"(NOT INCI UDING NOSING) dJ1 UB / l MAXIMUM RISER HEIGHT VAPIAT ION. 3/8"(ENTIRE FLIGHT) 2-02 I I . AVER ENTRY MINIMUMSTAIRWOOM 3e" — _ II II ,I II II II II I 8. I50r\EKN DUAL FUEL FIREPLACE MINIMUM HEADROOM CLEARANCE, 6-8"(ABOVE NOSING) I — — -�.�- — — — — — — — — — — — -� I I I I I I I I I I I( I I I i II II II II wll II II 9. FREFLUM5 LNDRY SINK IN GARAGE 'HANDRAIL NOTES: � N I I 10. f REF LUM SINK AT WET BAR ACTUAL CONSTRUCTION MUST COMPLY I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I I I I I I(z I I I I I W/P311.7.7 OFTHE FLORIDA BUILDING CODE,RE.5IDENT IAL. J U) I I 11. TREX DECKING AT LANAI c LESS I HAN 34 OR MORE THAN 38"IN HEIGHT ABOVE THE STAIR NOSING. ( I N I c I I I I I HANDRAILS SHALL N01 BC HANDRAILS HALL BE-CONrIN000SPERILIGHTOF5"TAIRS. I II II II IIS oI( II II - 12. GAS F�ACKAGE W/ 4- DROPS HANDRAILS SHA BE 1 1/2"CLEAR OF ALJ-ADJACENT FINISH STEM WALL 4" W I O MATERIALS ANDENDSSHALL REYURNTOWALL.ORTEPMINATE I I II II II IIS SII II II I 15. TAWLESS GAS WI I TERMINALS. HANDRAILS SHALL BE 11/4"-2" O IN NEWEL FO5TS OR SAFE FOUNDATION TE I I I I I I I 1 I lull o l l I I I I IN CROSS SECTIONAL DIMEN5ION,OR APPROVED EQUIVALENT,AND EDGES 14. FR DOOR AT OWNERS SUITE TO LANAI SHALL HAVE A MIN.RADIOS OF 00". I INI I I I I I I I I I I HANDRAIL CONST DUCT ION SHAI_I_BE ABLETO RESIST A LOAD OF 2001 BS APPLIED IN ANY DIRECTION AT I I I I I I I I I I I I I I I I 15. W/S LOOF2 ANY POINT ALONG THE TOP RAIL I I 11'-52" 12'-22 STAIR AND RAILING SUPPLIER INSTAI LER SHALL SATISFY ALL I d BUILDING DEPARTMENT-APPROVAL PEQUIPI MFNI S FOR Pq I 12�51LL -i THE PRODUCI-5 THEY PROVIDE OR INSTALL L--- -------- OPENRAILSSHAT-L HAVEINTFRMEDIATERAILS OF ��y� �` I J ------, I - — — — — — — — — — — — — — — — — — — — — — — — — — — AN ORNAMENTAL PATTERN SUCH THAT A < m I 1 4"DIAMETER SPHEP.E CANNOT PASS THROUGH. I I IL - THE GUARDRAIL CONSTRUCTION SHALL BF_ ABLE TO RESIST A LOAD of 20 I_BS I STEM WALL I CC) PER LINEAL FOOT APPLIED I FOUNDATION HORIZONTALLY ALONG THE TOP RAIL � 4"SPHERE GUAPDRAIL5 SHALL NOT BE MAY NOT PASS I I I � LE55 T HAN 36"IN HEIGHT. THROUGH THE TRIANGULAR OPENINGS E"SPHERE MAY NOT PA55 I j I L AT STAIR TREAD,RISER,& ;I I I BOFTOMSHALL BESUCH THROUGH _� I —�-- ---- ------------- ----- -THAT A 6"DIAMETER N 5- I REVISIONS SPHERE CANNOT PASS THROUGH. I ( I I I F F,� 1 I j I u II I L I- J 16'-42" I I PRE-PLUMB I SINK I I - I i I ii ii I I I I I i L - - - -I --------------J L----- 1I� !———————i r——_—————� r———————————————J -———i L——— — ——————————— I Rat I I L J I I IVEvM*"h SIDE I 16'-4" 2,_12" 2 g„ 11'4" I 1 =L==== E______ _____ _ L i I r -L-r II d g'-11 4"CONC.SLAB W/FIBERMESH OR / i so 6x6x10 W.W.M.ON 6 MIL.VISQUEEN \ �z n o I i i ; OVER CLEAN,WELL COMPACTED FILL L---� o q u With o e c e 414 Old Hard Road Suite 502 Fleming Island, Florida 32003 I I F A/c I I I N w Office: (904) 264-6553 i® I COMP. I Fax: (904)269-2729 o I TUB,FREE II © 0 0 b I I 51ANDING ® �N Q © o I I- - - - - - -1 III n = r-------- —————————— --- ---GFS —G�---------� r----- — ----- N I Lot 63 r---- - --------- D--_ =-w�- -i g-------, �J �_, 1 - 1 8 2'-68° N 6 Fc--�a --c-- I� — — — — I - I I ---= I I I I —G I `- i I I I I I WC ®! I W I I 51 U N j ch i i �� i Ll 11 u u TANKLEIIS �N Atlantic Beach a i RE, 55 S AB i i I � I I GAS WW ! 6"FO 5 OWER I I —PE—D. SINK - - - - - - - - - - - - - - - - - - - - ---- i Country Club - - - - - - - - - - - - - - - - LL- ------ ----------- - I I I 1 -r-------------- ---- ------ J I' Ii PREPLUMBEL I ( �31' 5'-0" ` -J LNDRY SINK I N ! I I I 3 8'1 .6.. 9 i 6'-11" 4'-3" 16'1 I— 4ER5 Natter Residence I �N I ! I I � h I � II II 'F11�_ 3o lISTEM WALL z FOUNDATION -- W/5 " LOOP SLAB Foundation Layout C Li 2'-5" 2'-5"I I I I I I Atlantic Beach Drive ' I I � PAVERS I =N I Atlantic Beach, Fl. 32233 EXPANSION I I n I o I JOINT(rYP) I I N I cv L- — — — — — — — — — — STEM WALL I �N Drawn By T Sheet -----� r -------� r I - AR I I FOUNDATION N � — - - - -- - - - - - - - - - - - - - � 4'-10" I I I I Date 12-23-2015 J I ; I Scale 1/4'° = 1'-0" I I j j Plan of I i West Indies-D Mo 7 <� I PAVERS I I I I i I I I i I z _ _ — — _ N Written dimen5ion5 Shall have precedence over Scale dimen5ion5. I I I h FI.B. b Con-tractor5 Shall verify and be re5porl5ible for dimen5ion5 and o VVV ---� eondition5 of the job. - - - - - _ NOTE. — — — --F — — — — — _ _F I (— I? Northea5t Florida Design,Inc. hereby re5erve5 its common law bN ---- I --- ----� I copyrights and other copyrights in these plans,de5ign5 and ideas. L J — J 1„ These plans,de5ign5 and ideas are not to be copied or changed in any 8'-0" manner or form whatsoever,nor are they to be assigned to any third FOUNDATION FLAN FOR CONCRETE FORMING AND 2party without first obtaining the expre55 written permission from I 1'5" 23'-7" 51-011 Northea5t Florida Design,Inc. f LUM13ING LOCATION F\EFEF\ENCE ONLY. 50'0" � F\EFEF\ TO ASSOCIATED ENGINEERING PKAWINGS ..... .:..:. 1 FOR FOOTER LOCATIONS AND DETAILS. �2��� pan Jose Blvd LAYOUT OFFICE : ..... : Suite 702 ortheast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 I I I i 1 I NOTES i GABLE I. ADD 5' TO SIDE OF GARAGE W/ FRONT R-1 FIT� rut F T1 WINDOW I LJ LJ LJ LJ 2. ADD 5' TO SIDE OF f NTRY ' DECORATIVE FINIAL(TYP) 5. GARAGE 5VC. DOOR J 4. ADD 2' TO FRONT OF STUDY N a 5. ADD 1' TO BED #2 AND BED #5 5:12 5:12 6. ADD 2' TO LANAI BUILDING HEIGH 7. ADD LOFT L _ 1°x z°oven 12 6. I SOKERN DUAL FUEL FIREPLACE r -� L--==�, V X 8"LINTEL 6 10 9. FR DOOR AT OWNERS SUITE TO LANAI ul yfb �l�F� 115110611 N(TYP)V RED V STUCCO f = 12 FINISH(TYP) -- ---------- J' 6"SILL(TYP) 3 �� --------- ii �� <E STANDING SEAM DECORATIVE 5:12 11 1 METAL ROOFING FINIAL(TYP) U Li 1i 1I Ii-= DORGHESFER T7- Fl. I I PLATE HEIGHT -_ CHIMNEY CAP TYP. 1"X 2"OVER w 10"BAND X 8"LINTEL PLATE HEIGHT AT LOFT _ 1 _ o -J L__-- HAR DIE SHAK - - - - - - - - - - - - - - - - - - - - hr-T L z i L_ -JI . - E= �-------- SIDING(TYP) II-- -------�� 12 I 1012 L 1 i 1"X 2"OVER 8 _ _� -� J 1"X 8"LINTEL VENT(TYojV�=RED ,m 4..TRIM(lYP 10:12 _ _____ FIXED 18" ) --- ---------------� 1 SHUTTERS Li II I II I IHARDIEPLANK I I � 1 1 ,r» 6"SILL(TYP) --- -� 5:12 11 o SIDING(TYP) n I I 1 w f r--- -------- ---u— — --J L ---- _ < i---------, r--------- -,� �r--- ----� FINISHED FLOOR II 1 — - - - — - - - - _ _=HEEL ON TRUSS FL 10"6AND Li 3:12 u ��� 12 = a FINISHED 1 n 1 PLA1 L HEIGHT- - — ... PLATE HEIGHT - _ - _ I i i l i NOTES I 1 \O 1 L/S 1. ADD 5' TO SIDE OF GARAGE 2. ADD 5' TO SIDE OF FNTKY 3. ADD 2' TO FRONT OF STUDY DIMENSIONAL DECORATIVE 4. ADD 1' TO [3E[) #2 AND [3E) #3 FINIAL pYp FIRE-RGLfiSS 5. ADD 2 TO LANAI SHINGLES(TY p 6. ADD LOFT 7. ISOKEKN DUAL FUEL FIKEFLACE DECORATIVE F HARDIE SHAKE INIAL(TYF) SIDING (TYP) 12 Hill 1111 11 1 11 11 LE LLLLLLiLtU Ill I i I , HEEL ON TRUSS PLATE HEIGHT —HEEL ON TRUSS 10"BAND PLATE HEIGHT 11 11 1 11 11 11 11 Jill Ill 111111 1 1 11 11 11 1 11 1 1 U PLATE HEIGHT 4X4 P.T.POST REVISIONS WRAPPED TO . 1"X 2"OVER 14X14 TYP. 1"X 8"LINTEL 4D N i� 1"X 2"OVER 6"SILL p 0 1"X 8"LINTEL o 6"SILL . STUCCO STUCCO FINISH(TYP) FINISH OVER CMU(TYP) - COURTYARD PONY WAI_I_ FINISHED FLOOR FINISH FLOOR - - - - - - - - 0 lM GRADE C\1 .. — DECORATIVE – – – – DEC I V E wk S I ED` E LEFT SIDS. E LEMTION BRACKET(TYp —5"BAND I i —HARDIEPLANK SIDING(TYP) Build With Confidence I 414 Old Hard Road, Suite 502 i Fleming Island, Florida 32003 Office: (904) 264-6553 j Fax: (904)269-2729 I i – – - - - - - - BUILDING HEIGHT Lot 63 12"X 42"LOUVERED y� R VENT(TYP) Atlantic Beach each 12 3� Country Club LOUVERED 12 VENT(TYP) 10 HARDIE SHAKE DORCHESTER SIDING ((YF) CHIMNEY CAI'TYP. PLATE HEIGHT ATTIC VENTILATION AREA CALCULATIONS T 10"BAND Excerpt of the 2014 Building Code,Residential Natter Residence P806.1 Ventilation required. 1"X 2"OVER I Enclosed attics and enclo5cd rafter 5pace5 formed where ceilings arc applied directly to the i IL 1 11 ill 111 1"X 8"LINTEL underside of roof rafters Shall have cross ventilation for each Separate space by ventilating openings 12 I protected against the entrance of rale or snow.Ventilation openings Shall have a least dimension of g 4"TRIM(TYP) 1/16 Inch(1.6 mm)minimum and 1/4 Inch(6.4 mm)maximum.Ventilation openings having a least • _ dimen5lolarger than 1/4 inch(6.4 rnm)Shall be provided with corrosion-resistant wire cloth 12 n 5crecning,hardware cloth,or similar material with openings having a least dimesion of 1/16 inch(1.6 5 6"SII_I_ Li~j �j levatio s mm)minimum and 1/4 Inch(6.4 mm)maximum.Openings in roof framing members Shall conform to the DIMENSIONAL requirements of Section Fa02.13.Required ventilation openings shall open directly to the outside FIBERGLASS air. Atlantic Beach Drive � ��� HEEL ON TRUSS SHINGLES(TYP) Exception:Attic vetilation shall not be required when determined nN riot nece55ary by the code official — — — ` — — — Atlantic Beach, Fl. 32233 � O w duc to atrnospheric or climatic conditions. PLATE HEIGHT FINISHED FLOOR P806.2 Minimum vent area. HEEL ON TRUSS _ _ 12 — — — — I 5h II be 1/150 of the area of the vented s acc. �1° 3 F g _ - ��� Drawn By ARJ Sheet The rninlrnum net free ventilatin area a p N PLATE HEIGHT PLATE HEIGHT Exception:The minimum net free ventilation area Shall be 1/300 of the vented Space provided one orIT more of the following conditions arc met: i 1°x 2 OVER, Date 12-23-2015 1.In Climate Zones 6,7 and 8,a Class I or 1I vapor retarder Is installed on the warm-In-winter Side of STUCCO "X 8"LINTEL the ceiling. FINISH(TYP) Scale 1/4rr = 1r-Orr —HARDIE LANK SIDING(TYP) of 2.At least 40 percent and not more than 50 percent of the required ventilating area i5 provided by 4X4 F.T.POST ventilators located in the upper portion of the attic or rafter Space.Upper ventilator Shall he N = WRAPPED TO o �.��West ocated no more than 3 feet(914 rnm)below the ridge or highest point of the Space,rnea5ured ! InC11eS-D MO vertically,with the balance of the required ventilation provided by cave or cornice vents.Where the o 14X14 TYP. 6 SILL location of wall or roof framing members conflicts with the Installation of upper ventilators, SCREEN WALL Installation more than 3 feet(914 mm)below the ridge or highest point of the Space Shall be 4"TRIM(TYP) Written dimeri5ion5 shall have recedence over 5calc dimensions. I V. 3' BAND Contractors shall verify and be responsible for dimensions and permitted. � p P806.5 Vent and insulation clearance. Where save or cornice vents are installed,insulation Shall not block the free flow of air.A minimum of conditions of the job. j STUCCO FINISH o 1-inch(25 mm)space Shall be provided between the insulation and the roof Sheathing and at the OVER CMU(Tyr) Northea5t Florida Dc5i n Inc. hereb re5erve5 its common law location of the vent. FINISHED FLOOR _ — _ —FINISHED FLOOR g y — - copyrights and other eopyright5 in these plans,de5ign5 and ideas. oeye p ons,�esigns an ideas are not to be copied or changed in any Mal or for . . m whatsoever,nor r SPRAY FOAM INSULATION AT — — — — — —GRADE party without first obtaining the e pre55 written tten perri- ion from Northea5t Florida Design,Inc. ROOF DECK, NO VENTS REQUIRED \E F\ ELEVATION 1H ILJLIL— 1_1 12627 San Jose Blvd OFFICE COPY Waite 702 ortheast Jacksonville, FI, 32223 Florida Design,Inc. 90 ,260.3319 I NOTES 1. KITCHEN OUTLETS TO BE PLACED HORIZONTAL AND 381/2" AFF TO BOTTOM OF BOX 2. GARAGE SVC. DOOR 3. ADD LOFT 4. WET DAR BASE CAB5.AND UPPERS 5. ADDT'L OUTLET AT LANAI -- ----- -- ---- AS 6.OUTLET OVER FIREPLACE EL V E J1 ---- -- -- -- ----- ------- SUB 7.WINE REF. AT ISLAND -------------- kill 8.TANKI_E55 GA5 WH W/RECIRCULATING LINEAHu- - - - - - - - - - / 9.GASACKAGEW/4- DROPS ------ 10.W/5 LOOP 11. SINGLE COACH LIGHT OVER GARAGE `[ PRtWIRE & SERVICE 12. 4 ADDT'L OUTLETS IN GARAGE i BRACE ONLY I I ,' ,' 3 OUTLET ( ) AHU ' T 13. DEDICATED OUTLET IN GARAGE 14. DIMMER SWITCH AT KITCHEN RECESS LIGHTS 15. (3) PENDANT LIGHTS OVER ISLAND 16. DIMMER SWITCH AT DINING PREWIRE& 17. (4) RECESS LIGHTS IN FAMILY ROOM W/ DIMMER BRACE.ONLY 0 3 18. REMOVE EYEBALL LIGHT OVER FIREPLQACE 1 , , �\\ PREWIRE& , ADDT'L \ \ i I I 10 LIGHT& i O 3 yG,=[ OUTLET � \ , , ( I � 19. (2) FLOOR OUTLETS IN FAMILY ROOM,FIELD VERIFY BRACE ONLY « \ 77v!I CH co ,t LOCATION t i 72"AF �1 / / 0 I I 1 , 20. (4) RECESS LIGHTS AT LANAI DO" 21. ADDT'L OUTLET AT LANAI ' \\ I'KEWIKE& 22. (4) RE=CESS LIGHT IN OWNERS SUITE W/ DIMMER SWITCH GRACE ONLY i 23. RECESS LIGHT IN OWNERS SUITE TOILET ROOM r 24. (2) RECESS LIGHTS IN OWNERS BATH 25. (2) SCONCE LIGHTS IN OWNERS BATH 26. ADDT'L OUTLET AT ENTRY 27. (4) RECESS LIGHTS IN LOFT W/ DIMMER 28. PENDANT LIGHT AT LANAI ---- t / 29. UNDER CABINET PLUG MOULDING AT KITCHEN AND WET I / FLOOR OUTLET BP R X// i FIELD VERIFY PRLWIRE_& % GAS ` 1- I �' 30. 300 AMP SERVICE t LOCATION BRACE ONLY TUg ' `\ li �� i' i 31. 20 AMP OUTLET FOR REF. AT WET BAR 32. KEYPAD AT GARAGE ITY Gii�z � REREVISIONS I I PREPLUMB \ ` RINK ` \ -- PREWIRE& -- ---- -__,\\ &RACE ONLY GI[ FLOOR OUTLET _ FIELD VERIFY 1 � LOCATION [I - - - - - - - - - - � 20 AMP OUTLET FOR REF. db -- -- -- -- --- -- ------ __ qP T5 ALWA Q � Ik1 V E P, -- I I �[ S I D E nqp ,' /II M/W I i GI_i z T \ / ❑ �� I I ��� CIRCUM L--- \ \ I I iIN[_REE. DRAWER wrlw o 6'- _ '�� �F 2nd FLOOR ELECTRICAL FLAN �� ' ,� \ \ TO LIGHT&-' 36"GAS COOKTOP C el LL� UME \, nfidence SWITCH ABOVE I I W/VENT EP HOOD ,' SERVICE OUTLET COMP. FOR AlC coMP. 414 Old Hard Road Suite 502 UNDER G ULDING ' ouTLET _ - I aF[ Fleming Island, Florida 32003 UNDER K/S 1 ® I ---- o ---'-- Office. (904) 264-6553 -- Fax: (904)269-2729 STUB __ .__ GAS W I D � ---_ I ANKLESS i IL----1 i-- --� UU GAS WH W, Lot 63 �(\ PREPLUMB i' LINE ULATIN ,' \ \, NDRY SINK -' LINE ° Atlantic Beach --- - DEDICATE D ■ LOCATELL I L I I Count Club APPTLOUTLET PANEL0 d D OUTLET BOX-300 GI= F- - PREPLUMB� AMP SERVICE I 5 i I I LNDRY MNK O I I L--- -- J ' Natter Residence FREWIBRACT ONLY I -- Electrical Plans > 1OUTLET ICf�L LEGEND WpGF[ GI[ Atlantic Beach Drive 110 DUFLEX OUTLET(AECI FROTECTED) { CEILING MOUNTED LIGHT Atlantic Beach, Fl. 32233 -t----- '\ � ----- HALE-SWITCHED OUTLETp� �- FULL-CHAIN \\ G.D.O. G.D.O. ADDT'L I \� INSTALL INSTALL ADDr'L & GFI DUPLEX OUTLET GX WALL MOUNTED LIGHT GFl (0-Drawn B ARJSheet OUTLETy OUTLET s \ WEATHER FROTECTEP OUTLET ( RECESSED LIGHT FIXTURE \\� G� Wp,G� Date 12-23-2015 CEILING OUTLET 0 Sf OTLIGHT -- ADDT'L �� Scale 1�40� = 1'-0" OUTLET I IRRIGATION ® FLOOR OUTLET EXHAUST FAN W/ LIGHT of Gr[ � CIRCUITPlan ELECTRICAL NOTES � 220 OUTLET El EXHAUST FAN WestIndies-D Mo i 1. ELECTRICAI_ OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO SPECIAL FURPOSE OUTLET ® FLUORESCENT FIXTURE i/ RENOOM 36 AFF X TERIOR WATERPROOF 12""AFF S O 42"AF - ID RY GARAGE GENERAL E L PUURPOS -44' AFF- SWITCH CARRIAGE LIGHT Written dimen5ion5 Shall have precedence over Scale dimen5ion5. KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE Contractors Shall verify and be re5pon5ible for dimen5ion5 and 2. ALL TRIM PLATES & DEVICES TO DE GANGED,WHERE POSSIDLE. 3 5-WAY SWITCHDOUBLE FLOOD LIGHT conditions of the job. ' KEYPAD _-� 3.ELECTRICAL. SWITCHES TO DE AT 42"CENTERLINE ABOVE FINISHED FLOOR. ___-- 4.ELECTRICAL PLAN 15 INTENDED FOR DID T PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT 4-WAY SWITCH ® PANEL BOX Northea5t Florida Design,Inc. hereby reserves its common law _- ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL copyrights and other copyrights in these plans,de5ign5 and ideas. CONTRACTOR WHO SHALL DE RESFONSI13LE FOR THE INSTALLATION& SIZING OF ALL ELECTRICAL,WIRING& o DIMMER SWITCH (D SMOKE DETECTOR These plans,de5ign5 and ideas are not to be copied or changed in any 15t ACCESSORIES. manner or form whatsoever,nor are they to be a55igned to any third L ELECTKICAL F 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL DE IN ACCORDANCE WITH 2014 FLORIDA BUILDING TELEPHONE co CARBON MONOXIDE (SET. party without first obtaining the expre55 written permi55ion from CODE, SECTIONS 8314 AND 8515 Northea5t Florida Design,Inc. 6. PROVIDE AFCI5 (ARC FAULT INTERRUPTERS)IN DWELLING UNIT BRANCH CIRCUIT LOCATIONS PER F13CR G1V CABLE TV E3902.12 7..GFI5 (GROUND FAULT INTERRUPTERS)FOR WATER AREAS AND OUTDOOR CIRCUITS PER FBCR E3902 PREWIRE & BRACE T_.;..:.. 8.ALL PERM/`�.NENT INTERIOR LIGHTING 15 100% HIGH EFFICACY CFL/LED LAMPS PER F[3C EC 8404.1OFFICE COPY CEILING FAN WITH LIGHT 12627 San Jose Blvd . Suite 702 ortheast Jack�®auville, FL 32223 Florida Design,Inc. 904.260.3319 i I NOTES I INSTALL SHINGLES OVER FLANGE @ HEAD LPp FIBERGLASS SHINGLE VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD I 6° OPT.PROVIDE LEAD VENT ROOFING OVER 15#FEL `NG OF OV-GK °\ BOOT WITH INTEGRAL FLANGE I I PRE ENG OSB TROOVER 1.EXTEND(1)FULL END SHINGLE MIN.12"PAST O O I CENTER LINE OF VALLEY.SEE MANUF WRITTEN SO SE R �� VENT STACK,SEE PLUMBING I I i I INSTRUCTION FOR ADDITIONAL INSTALLATION S GO,) ° �� FOR SIZE&LOCATION I INFORMATION SHOE 0 ° PREFORMED FLEXIBLE BOOT FLANGE I FLASHING ETFIN PLASTIC ROOFLCEMENT I ------I �// CU WEATHER BARRI SECURE URrWEATHER 2.DO NOT NAIL 6"MIN.FROM VALLEY CENTER LINE BARRIER INSTALL FLANGE OVER I I CKF 45"ANGLE UNDER)@HEAD FZp�00pRGE 4` i U� ° ° SHINGLE @ BASE I FIBERGLASS SHINGLE ROOFING OVER 15#FELT OVER 7/16"OSB OVER 3s PRE-ENG WD TRUSSES MODIFIED I"CUT IN �• 24"WIDE METAL VALLEY WEATHER BARRIER FLASHING OVER 15#FELT �PJ OG� LINE OF WINDOW OPENIN ORP� FOLD WEATHER BARRIER IN 6" AT JAMBS AND SILL MECHANICALLY FASTEN FANNED EDGE(CAP,NAILS, STAPLES)IF REQUIRED BY NOTES: FLASHING MANUFACTURER U N D E RLAYI tl i E N T APPROVED WEATHER INSTALL 9"WIDE 1.INSTALL IN STRICT ACCORDANCE WITH BgRRIER OVER SH THING SELF-ADHERING FLEXIBLE 6•TYP- MANUFACTURERS WRITTEN INSTRUCTIONS OVER wo sruo WALL MEMBRANEF FLASHING LL ILL EXTEND FLASHING UP 2.APPLY ROOFING CEMENT OR SELF-ADHERING JAMBS 6"MIN. FLASHING OVER FLANGE AT HEAD ONLY STEP 1 STEP '� STEP 3 PLACE SHINGLES 3/8" VENT STACK FLASHING DETAIL VALLEY FLASHING DETAIL OVER EAVE&RAKE EDGES TO PROVIDE DRIP N.T.S. N.T.S. EDGE ALONG RAKES,CEMENT SHINGLES TO UNDERLAYMENT &EACH OTHER IN A 4"WIDT OF ASPHALT PLASTIC ROOF FIBERGLASS SHINGLE ROOFING OVER CEMENT WALL SHEATHING UNDERLAYMENT '>' STUCCO/CV FINISH INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE AT NON-CORRODING HEAD I MTL EAVE DRIP >' ASSEMBLY W/15#FELT GALVANIZED METAL OFF-RIDGE I w; OVER APPROVED WEATHER VENT WITH BAFFLE.SET IN I TRIM 6"-7"FROM END BARRIER APPLY 3/B"NOM. OF FIRST SHINGLE >' LAP FELT AND WEATHER PLASTIC ROOF CEMENT OR I 6" CONTINUOUS BEAD OF INSTALL 4-WIDE SEALANT. SEALANT ATJAMBS&HEAD I I INSTALL WINDOW PLUMB, SELF-ADHERIN TRIM TABS FROM ALL '°> BARRIER OVER VINYL OR APPLY TOBACK O I; I LEVEL&SQUARE PER MEMBRANE FLASHING `V WINDOW NAILING FLANGE IN MANUFACTURERS WRITTEN OVERNAILING FLANGE @ STUCCO STOP/WEEP LINE w/PRE-PUNCHED I I INSTRUCTIONS STARTER COURSE -\,% SCREEN SHINGLES EXTEND 15#ROOFING FELT HOLES OR SLOTS i' I JAMBS UP WALL 7"MIN. INSTALL OFF-RIDGE I I STARTER COURSE 5x5 METAL FLASHING OVER VENT FLANGE OVER REVISIONS Z - ROOFING FELT(NAIL TO SHINGLES AT BASE I �ff// ? z ROOF DECK NOT WALL 7/16"OSB OVER SHEATHING) PRE ENG WD I EXTEND MEMBRANE 10 FLASHING MIN.1"BELOW v CAP SHINGLE-DO NOT NAIL TRUSSES SRL FLEXIBLE FLASHING INSTALL WITH ROOF PLACE SHINGLES CLOSE CEMENT TOGETHER BUT DO NOT SHINGLE ROOFING CROWD NOTES: STEP 4 STEP 5 STEP 6 ALONG RAKES,CEMENT ROOF CEMENT SHINGLES TO UNDERLAYMENT �i \\ 1.INSTALL IN STRICT &EACH OTHER IN A 4"WIDT �� MANUFACTURERS WRITTEON INSTRUCTIONS ONS OF ASPHALT PLASTIC ROOF �! CEMENT i� \\ 2.APPLY ROOFING CEMENT OR SELF-ADHERING FLASHING OVER FLANGE AT HEAD ONLY NON-CORRODING ��� PLACE SHINGLES 3/8" MTL EAVE DRIP i! OVER EAVE&RAKE FOLD WEATHER BARRIER DOWN 8 TAPE DIAGONAL EDGES TO PROVIDE DRIP OFF-RIDGE VENT FI ASWAN DETAIL EDGE WALL FLASHING DETAIL - STUCCO FLASHING C /"1 MEMBRANEFLASHIING °RQSS"EADGF SELF-ADHERING WINDOW N.T.S. N.T.S. OVERNAILRING FLANGE @ EXTEND SELF-ADHER114G FIRST COURSE MEMBRANE FLASHING 1" � SEAL WINDOW FRAME TO MIN.BEYOND JAMB INSIDE OF R.O.WITH FLASHING SEALANT AT SILL AND A STUCCO/CV FINISH MINIMUM ORM BOTH NOTE: JAMS TO FORM A BACK WALL SHEATHING ASSEMBLY t.WINDOW INSTALLATION 8 i DAM SEAL BALANCE of MIN." FRAME WITH SEALANTOR F FLASHING DETAILS ARE (PROVIDE PROVI E BACKER FOAM IVE & Slut SYN WD SIDING OVER CONSISTENT WITH ASTM2112 LAP BARRIER OVER NAILING wrR+�RE REaLiIReo>ROD FLANGE METHOD A-1 EXCEPT APPROVED WEATHER SELF-ADHERING MEMBRANE 11-1/2"to 12-1/2" 11-1/2"to 12-1/2" BARRIER FLASHINGS ARE USED. VINYL DRIP/WEEP SCREED 1"to 1-1/2" 1"to 1-U2" LAP WEATHER BARRIER OVER r'. 2.IT IS THE INSTALLATION I _ — — — — — — — — — — — — — — — METAL FLASHING AND SECURE CONTRACTORS O o O WITH STARTER STRIP RESPONSIBILITY TO VERIFY 5"x5"METAL FLASHING I KICK I THE COMPATIBILITY OF ALL an EXTEND 15#ROOFING FELT PRODUCTS INCLUDING i0 I FLASH NG SEE i 8~rM/�� WEATHER BARRIER,SEALANT low _ UP WALL 7"MIN. ( DETAIL) I &SELF-ADHERING FLASHING MATEZ a z I I CONSTRUCTION.IALS USED DURING g z 5x5 METAL FLASHING OVER INTERIOR VIEW ROOFING FELT(NAIL TO ROOF - i 3.INSTALL ALL MATERIALS PER Build With i t Confidence I, EXTEND KICK-OUT 2" STEP 7 STEP 8 STEP 9 SHINGLE NAILING N DECK NOT WALL SHEATHING) BEYOND FASCIA l i MANUFACTURERS WRITTEN CAP SHINGLE-DO NOT NAIL 5 1��� i SPECIFICATIONS. INSTALL WITH ROOF CEMENT 'o WARNING 4I4 Old Hard Road Supe 502 SEALANT/FLASHINGS MAY SHINGLE ROOFING REACT ADVERSELY IF NOT COMPATIBLE. Fleming Island, Florida 32003 ROOFING DETAILSOffice: (904) 264-6553 ROOF CEMENT FELT UNDERLAYMENT SHINGLE ROOFING Fax: (904)269-2729 N.T.S. l NOTE:DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, MTL DRIP EDGE FOR SLOPES BELOW 4:12,ALL ROOFING UNDERLAYMENTFLASFAscIA NOTE:INSTALL KICI<ouT SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED ROOF&GAT BOTTOM OF ROOF&WALL INTERSECTIONS WATER BY THE SHINGLE MANUFACTURER FOR USE ON LOW TIGHT WALL/KiCKOUT FLASHING DETAIL SEAL WINDOW FLASHING INSTALLATION DETAILS 63 SLOPE ROOFING PROJECTS WALL FLASHING DETAIL - LAP SIDING ®t N.T.S. N.T.S. N.T.S. Atlantic Beach Count Club Country APPROVED WEATHER .. ... .. ... Natter atter g.Oesidence BARRIER OVER - - ' SHEATHING I O SII INSTALL DOOR PLUMB, LEVEL&SQUARE PER MANUFACTURER WRITTEN LINE OF DOOR OPENING - - - I - INSTRUCTIONS CUT WEATHER BARRIER FOLD WEATHER BARRIER IN AN ARDDNDJAMBG Flashing Details I SET THRESHOLD IN Atlantic Beach Drive BED OF SEALANT l APPLY SEALANT AT Atlantic Beach Fl. 32233 CORNERS&FRONT EDGE 9 2X4 5LOCKING REQUIRED OF THRESHOLD Al PANEI.JOINI S STEP 1 STEP 2 STEP 3 -- --- (07777n By ARJ Sheet SUDLASa FASE LAYER: NOTE:AT OR OTHER DECAYCRESISTOANT MATERIAL 5/a"DeN5GIA55I KGUARD SHEATHING , 1/4th OF JAMBS SHALL SI COMPOSITE,P.T. A 1'IACH WI I H(2)1}''-TYPE"PJ" - Date 12-23-2015 DKYWALL�cRENS INS NoYI_NI5AXE ALLOWED DOORFRAMEIN Scale 1�4tI = 1'-0a L 4"WIDE I ACI-LAYER: /" SELF-ADH WG OVERLAPPING-� FIRFGUAP.D SHEATHIPIG _ va /8"DENSGLA55 All ACHED WITH 1 "TYPE"G"DRYWALL EWS C. -OFFSET O!N SIN BASE`AND FACE LAYEP.24" - 1l4 Plan Of 0 4" EXTEND SELF-ADHERING - West Indies-D Mo 7 MEMBRANE FLASHING 1"MIN. ... MIN.'_ INSTALL4"WIDE BEYOND JAMB FLASHING - - SELF-ADHERING MEMBRANE FLASHING OVERLAPPING --- DC-SIGN FA5L:D ON GA 1-11_F Na KC 2602 DOOR FRAME 1/4" Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be responsible for dimen5ion5 and conditions of the job. SEE DOOR DETAILS FOR SECTION-(1)HOUR FIRE RATED(UNDERSIDE ONLY)SOFFIT A5 NEEDED FINISH/TRIM DETAILS FloridaHISDFIAll ONLYAPPI_LCABLE WHLRE SEPARATION DISTANCE Of OVFF,HANG I51 E551HAN 5'AND MOF.F.THAN 2'F ROM PROPERTY I INF - Northeast I PC51gn'1nC' hereby re5ery 5 Its Common law copyrights and other copyrights in these plans,de5igrl5 and ideas. These plans,de5ien5 and ideas are not to be copied or changed In any ALTERNATE. STEP 4 STEP 5 manner or form whatsoever,nor are they to be a55igned to any third RATED 501-HT ASSEMBLES WHICH MEET UL 5-1 ANDARDS FOR(1)HOUR party without first obtaining the expre55 written perrnb5ion from FIRE RATING ARE FERMITTED Northeast Florida Design,Inc. DOOR FLASHING INSTALLATION DETAILS N.T.S. 1262' San Jose Blvd I, Suits 02 � I OFFICE COPY ort�teast Jacksonville, FL 32223 Florida Design,Inc. 904,260,3319 NOTES O 1 ES i OSB ROOF SHEATHING I UNDERLAYMENT FASTENED PER FBC 8905.2.7 FASTEN SHINGLES PER FSC 8905.2.6 j 1x6 T+G 2x8 13TWN.RR 0 12 TRUSS WAN 3,5 �1 _ OR 8 v HC I OSB ROOF DRIP SHE=ATHING 2X8 RAFTERS,HOLD DOWN UNDERLAYMENT FASTENED NICHIHA n x 2 z' "FROM TOP OF TRUSS PER F5C 8905.2.7 s FASCIA BOARD FOR T&G ATTACH PER FNG. >"DRYWALL CLG. FASTEN SHINGLES PER FFC 8905.2.6 2X6 2-2X6 TOP PLATE 45*ANGLE vV��1�N i 1x6 L+G 2X8 BTWN.RR P��M1N5 VAPOR FARRIER.SEALED AT ROUGH OPNG HE-AD HEIGHT o Q 12 TRUSS TOP&FOTTOM PLATES. W N 4.5 HC i Mir, FROM RAFTERS,HOLD DOWN FROM TOP OF TRUSS FOR T&G ATTACH PER ENG. REVISIONS NICHIHA 5 x 2; " �„ FASCIA 5OARD z DRYWALL CLG. --2X6 TOP PLATE 45'ANGLE n HEADER WHERE HARDII= OR NICHIHA SIDING OCCURING ROUGH OPNG HEAD HEIGHT ;><` X o I i II i F,�,..iVER. SIDE 0M SI I STUCCO ON Nr R 'i - FOAM SILL Build With Confidence NOTE: 1 1.EXTERIOR FENESTRATION PIECES 414 old Hard Road, Suite 502 SUCH AS FOAM BANDING ARE TO BE Fleming Island, Florida 32003 1/2"DRYWALL INSTALLED OVER THE SCRATCH/BROWN 2" COAT OF STUCCO WITH A STRIP OF Office: (904) 264-6553 � SELF-ADHERING FLASHING OR Fax: /904)269-2729 SELF-SEALING MEMBRANE 2X6 STUDS 1 3 2X6INSULATION) 2 THE JUNCTURE OF EXTERIOR PLASTER 7/16"05E3 WALL SHEATHING AND FENEST RATION PRODUCTS SHALL FE 7/8"STUCCO SEALED WITH A SEALANT COMPLYING 2X6 BASE PLATE WITH S SECTION 8613.8.1 OF THE FLORIDA Lot 63 PAPE=R BACK WIRE LATHE BUILDING CODE,RESIDENTIAL /� R RUN TO TOP OF PLATE. 1-ltlantic Leach R-191NSULAI ION 7/16"OSF WALL SHEATHING WEEP SCREED Country Club 2X6 STUDS r---------- I 1/2"DRYWALL VAPOR FARRIER.SEALED Al 7/8"STUCCO 4"CONC. � TOP&BOTTOM PLATES. ON CMU i SLAB 2X6 SASE PLATE "SUBFLOOR WITH GYPCBETE I Natter Residence HARDIE OR NICHIHA SIDING L d J 510P I r 8"CMU FOUNDATION GRADE FLASHING Wall Sections I OPEN WEB FLOOR JOISTS 2110 WITH INSULATION BETWEEN I FOOTING PER Atlantic Beach Drive FLOORS i ENG. Atlantic Beach, Fl. 32233 --, DRIP ------- i Drawn By Sheet ARJ TYFICAL 1 STOKY WALL SECTION Date LAP SIDING 12-23-2015 Sca,LE:1_1'a' Scale Plan of West Indies-D Mod 7 __J WATER RESISTANT FARRIER - 2 2 LAYERS REQUIRED Written dimen5ion5 Shall have precedence over Scale dimensions. j TYF. 2 FL00F\ _ Contractors Shall verify and be res on5ible.for dimen5ion5 and p � FASTEN LATH @ 7"0/C conditions of the job. SCALE:V=l'-O" MIN.PENETRATION a � INTO FRAMING Northeast Florida Design,Inc. hereby re5erve5 its common law e z copyrights and other copyrights in these plans,de5ign5 and ideas. WEEP SCREED-SURFACE These plans,de5ign5 and ideas are not to be copied or changed in any ®Q �o SHOULD NOT FE FLOCKED W/ manner or form whatsoever,nor are they to be a5510ned to any third FINISH MATERIAL FOR DRAINAGE party without first obtaining the expre55 written perrni55i0n from ® a® PURPOSES Northeast Florida Design,Inc. TFWINATION OF STUCCO STUCCO TERMINATION PER ASl M C"926 A222. 12627 San Jose Bl®d DRIP SCREED INSTALLED PER ASTM 1063-03 OFFICE Suite 702 =- '::':: ortheast Jacksonville, FL 32223 Florida Design,Inc. ®4.26®,331 i I DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX -` NOTES 3,4 NOTES 1,_4,5,6 STA......................STRUCTURAL SPECIFICATIONS DTT2Z (8)Y4"x 1 Y2'SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN Building Code th STUCCO AND DIRECTLY MIN 7/6'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONT LLY W/8d NOTES 2,3 1 CS18/CS18 (9) 10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN Florida Building and Residential Codes,5 Edition(2014) z ADHERED STONE ( ) /2 O x 4/2 EMBED EPDXY OR SCREW ANCHOR COMMON:6"O.C.AT PANEL EDGES,6"O.C.IN THE FIELD. 2x4 BLOCK NG IS REQUIRED AT ST-3A....................1ST LEVEL ROOF FRAMING PLAN Code for Design Loads w (NOTE 6) UNSUPPORTED PANEL EDGES. HTT4 (18)0.162"x 2 YZ'IN STUD/BEAM/TRUSS, ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) ANSUASCE 7-10 w w (NOTES 2,3) 5/g'O x 6"EMBED ANCHORIN CONCRETE(NOTE 1) MTS12/MTS12 (7) 10d x 1 1/"EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) s ST-5.......................TYPICAL WALL SECTION SHEET ROOF LOADING...............................................Cd=1.25 Q MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZON ALLY W/8d ST-6......................SECTIONS AND DETAILS U J ALL OTHER VENEER COMMON:6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2x4 BLOCKING IS HTT5 (26)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, TOP CHORD LIVE LOAD..................................20 PSF o_ Q (NOTE 8) s MS24/MSTA24 (9) 10d COMMON EACH END ( APPLICABLE) MO TOP CHORD DEAD LOAD................................7 PSF >_ REQUIRED AT UNSUPPORTED PANEL EDGES. (NOTES 2,3) /,'0 x 6' EMBED ANCHOR IN CONCRETE(NOTE 1) LEGEND . AND DETAILS IF BOTTOM CHORD LIVE LOAD (20)SDS Y4 x 3 SCREWS IN STUD GROUP N ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) MIN 15/32"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIME SION HDQ8-SDS3 1/8" MS36/MSTA36 (13) 10d COMMON EACH END OR OR' SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL M N TILE ROOF DIA.x12"EMBED ANCHOR IN CONCRETE ATTICS WITHOUT STORAGE.......................10 PSF U Z PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.A PANEL EDGES AND11 10d x 1/ IN TRUSS/RAFTER ALTERNATIVE FOR THE APPLICATION SHOWN o _ (NOTE 7) MIN 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH STHD14 HTS20/HTS20 ON PLAN OR DETAIL 00 (NON-CONCURRENT) _ 8' O.C. IN THE FIELD LL BOTTOM CHORD DEAD LOAD........................5 PSF w ¢ w (38)16d SINKERS INTO STUDS ( ) 12 UNO UNLESS NOTED OTHERWISE i O w O SHINGLE AND METAL ROOF /16 (WET EMBED) 11 10d x 1 Y2 IN TOP PLATE AND/OR STUD EOR ENGINEER OF RECORD 0 m z (NOTE 9) LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING ( ) EW EACH WAY � WIND LOADING.................................................Cd=1.60 SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. LTT20B 10 10d x 1 Y2'IN STUDS OSB ORIENTED STRAND BOARD 04 ASCE 7-10,3S GUST........................................130 MPH FLOOR DECK SHEATHING: z3 „ 1 ( ) (5)8d x 1 YZ'IN TRUSS WSP WOOD STRUCTURAL PANEL00 /32'T&G OSB OR PLYWOOD W/10d COMMON: 6 O.0 AT PANEL EDG S, 12' O.C. IN THE (NOTE 2 HA4/H2.5T BASIC WIND SPEED ) /2' x 6"EMBED EPDXY OR SCREW ANCHOR (5)8d x 1 Y2'IN TOP PLATE SYP SOUTHERN YELLOW PINE N EXPOSURE CATEGORY..................................C (NOTE 5) FIELD. SPF SPRUCE-PINE-FUR � BUILDING CATEGORY.....................................11 MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO )UPPORTS W/8d ABU44 (12 16d COMMON&5/"x 7"DRILL&EPDXY (5)10d x 1%2'IN TRUSS CONT CONTINUOUS ENCLOSURE CLASSIFICATION......................ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON: 3"O.C.AT PANEL EDGES, 12"O.C.IN THE FIELD. HA8/H8 (5)10d x 1 YZ'IN PLATE O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. N E INTERNAL PRESSURE COEFF........................0.18 MIN 7/s'OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W 8d COMMON: 3" 12 16d COMMON&5/8'x 7"DRILL&EPDXY 1 cV C&C DESIGN PRESSURES..............................(SEE TABLE 1) "SW'DESIGNATED SHEAR WALLS: O.C.AT PANEL EDGES,6"O.C. IN THE FIELD(UNBLOCKED HORIZONTAL PANEL EDGES), ABU66 ( ) TSP (9)10d x 1/2'IN STUD (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 314"BEAM) CV (NOTE 8) (12"EMBED AT GARAGE DOOR RETURNS) (6) 10d x 1 Y2'IN PLATE LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE M LL 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. N FLOOR LOADING2............................................Cd=1.00 NOTES: HU48, HUC48, (14) 16d COMMON IN HEADER LL TOP CHORD LIVE LOAD..................................40 PSF 16 „ HU28-2, HUC28-2 (6) 10d COMMON IN BEAM SPH4/SPH6 (12)10d x 1 Y2 IN STUD QTB QUICKTIE AQUA,SEE TABLE 6: UPLIFT ANCHORS 1. FOR SHEATHING THICKNESS GREATER THAN /32 CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK N ILS IN LIEU OF 8d RING O TOP CHORD DEAD LOAD................................10 PSF (24 PSF GYP SHANK NAILS. (0.148"x 3"LONG). QTB QUICKTIE BLUE,SEE TABLE 6: UPLIFT ANCHORS W HU410, HUC410, QTG QUICKTIE GREEN,SEE TABLE 6: UPLIFT ANCHORS -I � BOTTOM CHORD LIVE LOAD..........................0 PSF CRETE) 2• COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. (18)16d COMMON IN HEADER BOTTOM CHORD DEAD LOAD........................5 PSF HU210-2, 10 10 (6) 10d COMMON IN TOP PLATE QTO QUICKTIE ORANGE,SEE TABLE 6: UPLIFT ANCHORS =I 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. ( ) d COMMON IN BEAM DSP (8)10d COMMON IN STUD/HEADER > 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AN SUPPLEMENTS OF HUC210-2 INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS ® ) 4 SDS Ya'x 1 Y2' SCREWS IN TRUSS/RAFTER QGT 1 OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS w � SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. O (18) 10d x 1/2 IN TRUSS W/QUICK TIE UPLIFT ANCHOR � ........60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFOR. ANCE AND TO HELP HGA10KT (4)SDS Y4'x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM Y TOP CHORD LIVE LOAD......................... BOTTOM PLATE ANCHORAGE IS Y2'ANCHOR 8'-0"O.C.(UNO ON FRAMING PLAN OR SW Q TOP CHORD DEAD LOAD................................10 PSF REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. BOTTOM CHORD LIVE LOAD...........................0 PSF 6. 1%2'32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL (26)16d SINKER IN WALL FRAMING QGT2 (30)16d x 1Y2'IN TRUSS W/QUICK TIE UPLIFT ANCHOR SPECIFICATIONS) BOTTOM CHORD DEAD LOAD........................5 PSF BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, LGT3 (12)SDS Y4'x 2 Y?IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN STRUCTURAL WOOD BEAM cl M MAXIMUM FLOOR TRUSS SPACING..............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE 7/s'24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER 0 a) WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. NOTES: It DEFLECTION CRITERIA 7. 1%2'PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDAT ONS.SHOULD 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. FOUNDATION KEYNOTE CALLOUT H 15 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. 0 ROOF TRUSSES..............................................LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, /32 APA RATED OSB OR EQUAL MAY USED TO SUPPORT TILE ROOF. 3. QUICK-TIE SUBSTITUTION INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): Z) > O TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZON AL PANEL EDGES. STUD COLUMN KEYNOTE CALLOUT W ■ ® � TL MAX 1"UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5'IN LENGTH. • QTB=DTT2Z, LTT20B 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD QTG=HTT4 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS 40'SPAN ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) TO MATCH WALL FRAMING SIZE AND GRADE,UNO. OPEN WEB FLOOR TRUSSES/BEAMS..........LL/360 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. 4. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED O ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 2 STUDS U w U TL/240 o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN TL MAX 3/4' TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING I O.C. 5. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. � 6. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST DTT2Z F- BOTTOM OF STUD COLUMN CONNECTION WOOD I JOISTS...............................................LL/480 NOTES 1,2,3 BASE ANCHORS,CS16,AND MSTA FLAT STRAPS. •IST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN o TL/240 STUCCO FINISH-U360 FLEXIBLE FIN[3H-U120 TABLE 8. SPECIFIED S H EARWALLS OR QT-REQUIRED FROM TOP PLATE TO SLAB. O TL MAX Y2, BEARING CONDITION WALL HEIGHT WALL HEI HT •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL &STUD TYPE NOTES 1,2,3,4 COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM NOTES: 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 11 FT 12 FT 2ND LEVEL TOP PLATE TO SLAB. 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER END STUDS TO TOP PLATE CONNECTION � I=BC 1605.3.1.1. } 2x4 SPF STUD -- - _ __ _ __ __ _ __ _ SW TYPE CONNECTION HEADER STRAPPING KEYNOTE CALLOUT U) 2. GYP-CRETE&TILE FLOOR REQUIRES 24 PSF TCDL z 2x4 NO.2 SPF - -- - - -- -- -- - - - LO NUMBER 0 O NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD d X 0 (2)2x4 NO.2 SPF _ __ __ _ _ _ __ _ _ __ SW1,SW2,SW3,SW4 QTB/QTO I` a w TABLE/� O III 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. 1 �4 -TYPE OFSTRAP CONNECTING HEADER TO JACK STUD � Q D m ❑ ❑ w w Q Z 1 : COMPONENT AND o 2x6 SPF STUD 24 24 24 24 24 24 24 24 24 24 \ \`,\ \ 2. QTB/QTO MAY BE SUBSTITUTED Wl(2)MSTA24/MS24, (2)H8,OR(2) 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION � m p z ❑ o _j 0 CLADDING DESIGN PRESSUREIn S 2x6 NO.2 SPF 24 24 24 24 24 24 24 24 24 24 III DSP. •1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP J_ 1 z ❑ _ w v ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION,SHEET ST-5. •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD ¢ � W w o m ¢ ¢ � w LL 0 2x4 SPF STUD _ __ _ _ __ _ __ _ _ \ III (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. O w w � > oto w w ❑ 0 N 2 o WINDOWS AND DOORS o 2x4 NO.2 SPF - - -- - - - - -- -- - III NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP C0 o o m a z m z ❑ EFFECTIVE ZONE DESIGNATION Q (2)ADDITIONAL WALL STUDS REQ. FOR QTOtow U_ O (2)2x4 NO.2 SPF - fA Z � ❑ n } ww � Wj ❑ z ❑ WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) O O _ -- -- - _ - _ -� - - \ END STUD GROUPS I.►.1 ¢ aF- ¢ ❑ WFwwN � NW � 0-20 ftz +24.61 -26.70 +24.61 -32.95 2x6 SPF STUD 24 24 24 24 24* 24 24 24 24 24* I I SW TYPE NUMBER OF STUDS HEADER FRAMING KEYNOTE CALLOUT z 4 H p Q 0 a a a z w < LL III 2 2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING a w z � z w w w x ❑ +23.42 -25.51 +23.42 -30.58 2x6 N0.2 SPF 24 24 24 24 24 24 24 24 24 24 \ III O m ❑ ¢ W U Z o o j o w S /�/ SW1,SW2,SW3 2 < w = w o ¢ 21 -50 ftz NOTES: J �V 51 -100 fe +22.01 -24.09 +22.01 -27.74 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS N TED OTHERWISE ON SW4 3 NUMBER OF JACK STUDS EACH SIDE OF OPENING w z z ¢ x � p < ❑ W Z L 0 ? PLAN III 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP SIZE OF HEADER(ALL HEADER TO BE NO.2 SYP W w w z w X Q w ° Q a N- w z 101 -200 ft? =+20.91 -23.00 +20.91 -25.56 2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. III REQUIREMENT. UNLESS DESIGNATED AS WSP) Z Z w ¢ w a jr Z Z Z ui Iw- w z 3. (*)STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL END ZONES TO BE _ z Q o - - a Z ❑ z ¢ _ ❑ DOUBLED, FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4'END ZONE LOCATIONS. III END STUDS CONNECTION(NOTES 5,6,7) NUMBER OF PLIES IN HEADER 1)9 129 z } w N w a m _ z VINYL SOFFIT MAX PRESSURE(psf) +23.5 -30.74 Z z ❑ ¢ m - - m Q z 3 Q GARAGE DOOR PRESSURE SEE FRAMING PLAN TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENER I N III III SW TYPE 1ST LEVEL 2ND LEVEL STRAPPING W w Z 0 w ❑ w w ¢ ❑ ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT w - ❑ w ❑ w w w LL HOLD DOWN (IF QT-NOT APPLICABLE) Q = ¢ z } z z ¢ v - p ¢ _ NOTES 1,2,3,4 PRESSURE TREATS LUMBER III I LI Sw1 QTB OR DTT2Z MS36/CS16/MSTA36 (2)9 1/2"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING F o w ¢ a Q a 0 F O I 0 o Q DIAMETER LENGTH I I SW2 QTG OR HTT4 (2)MS36/CS16/MSTA36 ❑F- ? 3 N a u� ¢ ❑P7 F ? ❑ ❑ III NUMBER OF JACK STUDS EACH SIDE OF OPENING SW3 QTO OR HTT5 (3)MS36/CS16/MSTA36 HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL,OR SYS42) Z SHEET NO.: 8d COMMON 0.131" 2%2' PRESERVATIVE FASTENER TYPE I I I 8d RINGSHANK 0.113" 2 3/6' I I SW4 HDQ8 (4)MS36/CS16/MSTA36 O ��_ ACZA STANDAR CARBON STEEL I III DEPTH OF HEADER 10d x 1%" 0.148„ 1 12" 10d 0.131" 3" STAINLESSCONNECTORS AND BOTTOM PLATE ANCHOR SPACING(NOTE 7) NUMBER OF PLIES IN HEADER(1 3/4"WIDE UNO) STRUCTURAL END ZONE KEY MAP SODIUM BORATE(NOTE 1) FASTENS REQUIRED. Q 10dCOMMON 0.148" 3" SW TYPE MAX ANCHOR SPACING PRE-ENGINEERED TRUSSES & I-JOISTS o END ZONE: END ZONES SHALL BE TAKEN 12d COMMON 0.148" 3-Y4" CONNECTORS MUST HAVE SW1,SW2 %"DIA.@ 24"O.C.OR Y2'DIA.@ 24"O.C. a SPECIFICATIONS AS THE 1ST 4.0'PER IRC FIGURE R301.2 7 Z-MAX,G1 0 OR TRIPLE ZINC 3 -1 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL 16d SINKER 0.148" 3%4' ALL OTHER PT(NOTE 2) SW3 /6'DIA.@ 16"O.C.OR/2'DIA.@ 24"O.C. JOB NO.: COATED FINISH. BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP 0 16d COMMON 0.162" 3-YZ' (INCLUDING ACQ& MCQ) ALL FASTS ERS MUST BE HOT SW4 %"DIA. @ 12"O.C.OR Y2"DIA.@ 16"O.C. DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD U RS5826 DIPPED G LVANIZED. FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET STA OF THE PLAN SET. TEMPORARY Q NOTES: NOTES: BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS - SUBDIVISION: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE COMPLETE � 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TR .TREATMENTS BEARING ON BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF O Atlantic Beach SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER A E NOT DIRECTLY WALL SEGMENT IS IDENTIFIED AS SWI, SW2,SW3,SW4,OR SWB ON THE PLAN. 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING, BEARING LOCATION) F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. LL. CountryClub BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT Q 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G9 GALVANIZED EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. LOT NO.: A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY BE USED IN CON CT WITH PRESSURE 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE U SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL, HOWEVER THIS kPPLICATION MUST 5. 2ND LEVEL SWS-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS Z 63 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRIER BETWEEN • HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. SHOP DRAWINGS MAY BE DISREGARDED. • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITH HOLD 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. FLOOR PLAN: SPECIFIED FOR THIS PROJECT AREAS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIAL. 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED ANCO DOWN. West Indies-D 6. DESIGNATED SWS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN TABLE 6: QUICK TIE CONNECTORS 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON.SCREW IN CRITERIA,THIS SHEET. DESIGNED: NOTES 1,2,3,4, 5 ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. HEADER FRAMING m J H/J M L CONCRETE/ MIN.EDGE DISANCE CONCRETE AND FOUNDATION NOTES 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON @ 8"O.C. F- REVIEWED: I- SYMBOL DESCRIPTION MASONRY TENSION CAPACITY MONOLITHIC SLAB CMU 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). STAGGERED. X EMBEDMENT 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: W DBM ONE STORY QTA(QUICK TIE AQUA) 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. n- 1 ST FLOOR a.o FT Y8'WIRE ROPE-$'STEEL STUD 23/4'/23/4' 910 LB. 1 3/4' 21/4' 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP.24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL • ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d COM N @ 3"O.C.Q REVISIONS DATE (TMP) DESIGNATION ❑A TWF7END ZONE O STORY 2"x 2"xY6'WASHER @ TOP PLT REENTRANT CORNERS. • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING ST BE © QTB(QUICK TIE BLUE) 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE EDGE NAILED TO CONTINUOUS PLY OF PLATE ONE STORY 2 YQ AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. . NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END 16'WIRE ROPE-8'STEEL STUD 4"/4" 1,527 LB. 1 3/4' SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN • • WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WA ECTION CO © TWO STORY 21/4'x 21/4"x Y8"WASHER @ TOP PLT REQUESTED BY THE BUILDING OFFICIAL. SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING 0 © ONE STORY QTG(QUICK TIE GREEN) 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR LU W 1 3/4" 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 sf IN ACCORDANCE WITH OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): Z 4'WIRE ROPE-2'STEEL STUD 4"/4' 2,839 LB. 2/4' 2 P © TWO STORY 3"x 3"x 3/s"WASHER @TOP PLT FRC 5TH EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT HTS16 W/(10) 10d x 1%2'@ 16"O.C. LL �O QTO(QUICK TIE ORANGE) LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE • MIN 18 GA.COIL STRAP WRAPPED OVER TOP PLT W/MIN(5)10d x 1%2'INTO EACH SIDE OF HEADER OR wW O ONE STORY 5 ASSUMPTIONS. • FASTEN TRUSS DIRECTLY TO HEADER W/MTS OR HTS W/(14)10d x 1%"(OR EQUAL APPROVED BY EOR) 16 WIRE ROPE-8'STEEL STUD 6"/6" 4,455 LB. 3" 3" 8• CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND 4. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS PER SIDE. < ❑� TWO STORY 3"x 3"x 3/s'WASHER @ TOP PLT SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. z 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS w �I NOTES: CONDITION EXISTS. TABLE 9: PLANK-ORIENTED HEADER REQUIREMENTS U) Cl � 1. POWERS AC100 TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE. 10. TO CONTROL CRACKING,CUT V SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR to 0 0 2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. ALTERNATIVE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. STUCCO FINISH-U360 - "� U z ~ 3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFER TO 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM CONTINUOUS ROUGH OPENING WIDTH FLEXIBLE FINISH U180 J Z 0 � � TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. 'PEX ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION ISNOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, (NOTES 1,2) MAXIMUM 11' MAXIMUM 11' ® ® U 4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: CONTACT THE ENGINEER OF RECORD. PLATE HEIGHT PLATE HEIGHT 0 Co t: zlu • EXTERIOR 2x4 WALLS: FRAMING NOTES GREATER THAN 48"UP TO 75"(NOTE 3) (2)2x4 -QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS O SHEATHING (2)2x4 %Uj wQ d V ® R AL A _jjSPLICES, NO ADDITIONAL STUDS ARE REQUIRED) 1. POWERS AC100 TEAL,GOLD,OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE ANCHORING. QUICK TIE CONNECTOR OR p GREATER THAN 75"UP TO 111" (2)2x6* (3)2x4 L� Z cc Z ,S. ,, URAL -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS). THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE�6'GREATER THAN THE DIAMETER OF THE ANCHOR.ADHESIVE MUST FILL Z ® O . �-, E GI E�ING x • EXTERIOR 2x6 WALLS: THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN ' , � �' -NO ADDITIONAL STUDS REQUIRED AT QTB/QTG LOCATIONS. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE GREATER THAN 48"UP TO 75"(NOTE 3) (3)2x4 2 2x4 Q �' Z a�; 10 10 -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL F MING STUDS) RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. w * O * O LL w �'`' 14' 5.REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TI CABLE. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE 0O GREATER THAN 75 UP TO 111 (2)2x6 (2)2x6 U. ® w W 2304.91. 0 GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN WIL m ( .a 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. tW p W QTA jkµ } 4.0 FT 5. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO FOUNDATION WITH LIKE STUD PLIES. 1. PLANK HDR TO STUDAGROUP W/MIN(6)10d TOE-NAILS, EACH END. w (,� W F tis,n� 2ND FLOOR (TYP) END ZONE 6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C.STAGGERED. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. ""' GC W , DESIGNATION > t 7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 3. FOR OPENING WIDTHS LESS THAN 48",A SINGLE 2x PLATE IS SUFFICIENT. w > w bye` 8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. 4. FOR PLATE HEIGHTSABOVE 11',SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. CC cc Q � gay, P.E. 9. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL 5. (*)HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. P.9. No.'71457 STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. 01-15-2016 4"CONCRETE SLAB W/ FOUNDATION KEYNOTES: GENERAL FOUNDATION NOTES 6x6 V✓1.4 x W1.4 WWF OR l 4'-0" NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE FIBERMESH 50-0' A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH 8"x8"DEEP THICKENED EDGE EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL - W/(1)#4 CONT AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF ° 8' MIN 16'-9" 23'-8" 1'-11" 2'-8" 5'-0' A MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR 28"MAX 15'-8" -1' 12"DEEP FTG W/#4 @ 12" EW CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT �� - - - - - - - - - - - - UNDER BOX COLUMN, FTG TO BE SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL VAPOR BARRIER �/// o o 12"MIN%\/\\/\\/\\/\� PROJECTED MIN 6"AS SHOWN FOUNDATION WORK MAY BE REQUIRED. M \//\ ®�' • • �% \\/\\/\�\//\\//�\/\ - 16"SQx12"DEEP FTG W/ 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN O bo ( 00 Z (3)#4 EW ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL � N Cl) PLANS FOR LOCATION OF SLIDING GLASS DOORS. N I ( 7 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. M FOOTING TO BEAR ON 6"OPT.EXTENSION IN BRICK `' NO SLAB FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN - - - - _ - - - - - - - - - - - - -'-I 24"SQx20"DEEP FTG W/ SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. J D (3)#4 EW 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT O LL_ 12"UNDER 1 STORY WALL I CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET � WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 I _ _ _ _ _ - - - - - _ - - - - BAR IN BRICK LEDGE I 1 I E 30'SQx20 DEEP FTG W/ 6. SHOULD SITE FILL CONDITIONS ALLOW FOR SLAB AT GARAGE DOOR TO T_ 16"UNDER 2 STORY WALL I I (4)#4 EW RETURN APPROX.TO EXISTING GRADE, IT IS ACCEPTABLE TO REFER TO N O (� FOUNDATION KEYNOTE"A",THIS SHEET,AND OMIT CONTINUOUS STEMWALL � M WITH(3)#4 OR(2)#5 CONT I FOOTING BELOW GRARAGE DOOR. o I (4)#4 EW DEEP FTG W/ MONOLITHIC FOOTING SECTION I I 2 7 1 CONTROL JOINT (CJ) NOTES: E 1 IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN ( G 48"SQx24"DEEP FTG W/ 1. TIMING N V-0"VERTICALLY PER 3'-0"HORIZONTALLY, ( I SIM, NO SLAB I (5)#4 EW,T&B MLL NOTE 3 • CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE ' CONTRACTOR HAS TWO CHOICES: I I I I CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING LL N 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I - - - - - - - � THE COURSE AGGREGATE FROM THE CUT,MAKE THE CUT. � OF EOR TO PREVENT EROSION OF SOIL. • CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE J LO 2. USE STEMWALL FOOTING I I ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. J N (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF I - - - - - - OR FIBERMESH I I I I I 2. DEPTH - z e ■® � = THE CUT SHOULD BE AT LEAST 1"DEEP, BUT NOT MORE THAN 1 Y4'DEEP. O0 U 4-----=------ --------- --------- -- ° I I 2 I I "' v --- ° a a a 3. SEALING a a \\ `\i\\i�\ N I THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. N - / 0Q. / N (D � _ VAPOR BARRIER I I- - I DRIVEWAY SLAB OR A w 16" ( - PAVERS,SEE ARCH - SLAB W/THICKENED > o d,N ( EDGE PER PLAN BEARING WALL FOOTING SECTION '� ? d' I , \\�\\� • \ O 4"CONCRETE SLAB W/ ( I \ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0"A.F.F. - -4- -a--� SEE ARCH. I 12'-7" 3-10 I I -11" 8'-2" T-0" 6'-8" 3'-3'� I'-11" _ s \//\//\, O a a ° DWGS. v \\ \\ \\ \\ \\ STEMWALL BEYOND AND I- '\//� a \ -------a-.� I I I ( Cn \�//\\/ / / / / CONCRETE FTG,SEE PLAN j \�\ a 8"MIN - - - - - -- - 8"x8"THICKENED 8" I I I I d~ a n o Q z M FTG 1,T STEP-DOWN, VAPOR BARRIER 1 - w - - - - J � - - o -L - - - - �� I GARAGE ENTRY CMU STEMWALL SECTION Q o z = v ° o SEE PLAN cn ❑ _ � Z u� ownm � 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Q F a ❑ p m Q E 4 n w LL o 36"x 24"x 20"DEEP FTG � a w w m 2 3 3 2 i FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 O > D ❑ w/#4@12"O.C.EW ww ❑ ww � wwNNo � CURB STEP SECTION I I I I COURSES HIGH. SHOULD THIS CONDITION EXIST,RECOMMENDATIONS Z o a w x I- of _j o - 4 �ic� MAY BE OBTAINED FROM THE ENGINEER OF RECORD. U) 0 ❑ m a z w J m z ❑ 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY W z a o 4 L uwi F w w I- w W 6" I I ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. z a w F m ❑ 2 w z Q w 4"CONCRETE SLAB NO 4 OR NO 5 @18"O.C. 3 LL 2 W/9' BEND@BOTTOM I = 46x6W1.4ExW1.4WWF 7) 0woaaI0. � - ❑ x � p ¢ a W/6x6 W1.4 x W1.4 i WWF OR FIBERMESH VARIES EXTENT OF DO w w D w ❑ w OR FIBER MESH t7 ¢ m Liz z 1„ PAVERS 8"CMU CHAIR BLOCK W/ z z ¢ X� ❑ o F _❑ N = p z 8"MIN I � � 0'-22 TOP OF SLAB ( ) � CONT. - - _ - - r 1 #5 W w ow QzmQ � N � m a ° Q 28"MAX I I ---------------- z w Z w w a w a z D a Efl h w z 8'-10" 3'-6" 3'-8" 5'-6" 11'-2" 3'-0" 9'-1" - Z z // //\//\// //\ I\/ / \ \/\/\ \ I Lj- _ _ - _ - - \/\ ° ti/ 12"MIN.`/\/\\/\�/\\ I 0'-111„ co ////\// p www ¢ m ? w tY Q z 3 a //\ \\;\\ \\/\\/\\/\\�\\ 2'-6�° I PAVERS B I VAPOR BARRIER \\\\\ \ \�, w - ° L9 w � w - VAPOR BARRIER \/\ I / / / / / I- 1Z - Y ❑ zwo ° Ld I 2 - - - 2 ( BUILDER \/ \ ° w ? 3roa � aa�i � ? ° � 6"OPT. EXTENSION IN BRICK - F - #4 OR#5 VERT REINFORCING / I //\\//\\//\ OJ LOCATIONS ON FND PLAN I 'T - - - - UP TO 3 COURSES: 72"O.C. I I I 3 i J L- 12"UNDER 1 STORY WALL I �N 9 I 4 TO 5 COURSES: 48"O.C. ,//�/ /\/1// , Z SHEET NO.: WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 - - I I L \/ ST-2 BAR IN BRICK LEDGE ® I � � i%\i � \\ ° ---6 /\\' Q 16"UNDER 2 STORY WALL I I I ih �// •� %\� WITH DER OR(2)#5 CONT I ( I 0 FOUNDATION I I _� � 30"x 36"x20"DEEP � \\// /////// / \ / � I .- FTG W/(4)#4 EW \\� \\ \\ ADDITIONAL#4 OR#5 IN 0- PLAN o FOOTING TO BEAR ON FIRM //� BRICK LEDGE I I I UNDISTURBED SOIL Job NO.: 5GARAGE EXT WALL CURB SECTION I 6 3 I _ I _ _ _ I M „ v RS5826 �L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VERTICAL REINFORCEMENT o 4 OPT BRICK LEDGE Q 4"CONCRETE SLAB W/ I TO HAVE 6 BEND AT BOTTOM NOTED ON FND PLAN 0 SUBDIVISION: - - - - - - - - - - - - - - - - - - - 6x6 W1.4 x W1.4 WWF OR I l- - 1 _ I CAST-IN-PLACE FOOTING SPECS O Atlantic Beach FIBERMESH I I J I PROVIDE STEPS o 00 1-STORY:8"x 16"W/(2)#4 OR 2#5 CONT � O O Country Club 0'-0"A.F.F. I I N I Cl) 2-STORY: 10"x 20' W/(3)#4 OR(2)#5 CONT Q SEE ARCH. I I 2 PER BUILDER a----�- °--a- DWGS. i = 4. ( 2 LOT NO.: '\�/j\�/j\ L I 3 I - -� CMU STEMWALL SECTION 63 4" I i o I I I 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Ur FLOOR PLAN: FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 Q \ I - - West Indies-D /i,/� COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS J MAY BE OBTAINED FROM THE ENGINEER OF RECORD. O �- -I I _ CJ ( 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY Z DESIGNED: VAPOR BARRIER I I ( _ - 12"UNDER 1 STORY WALL I I I I I I ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. W JH/JML I I I U-0'A.F.F. WITH(2)#4 OR(2)#5 CONT I 12'-7" 4'-0" F- REVIEWED: I I (BEYOND U-BLOCK W/ X 16"UNDER 2 STORY WALL I I =iN I I = ( N I 4"FLOATING CONCRETE w_ (1)#5 CONT W DBM WITH(3)#4 OR(2)#5 CONT iv _ CJ SLAB W/6x6 W1.4xW1.4 n- I- WWF OR FIBERMESH > Q Zo 2bo I REVISIONS DATE PAVERS BY BUILDER, z BEARING CURB STEP SECTION I L - - _ - _ - - - _ - - - - _ - - SLAB REQUIRED � FINISH LU BELOW PAVER �°�° // �/ / / / \ GRADE m 41 • ` I rs I #4 OR#5 VERT //�//�//�//\/l O REINFORCING @ \ \\ \\ LU TYPICAL REINFORCING I W I MAX 72"O.C. \ p ° o 2 BARS AT THICKENED ST-7 PAVERS B FOOTING,SEE PLAN �� I I BUILDERzo Z MIN 24"LONG#4 OR#5 III BAR SET AT MID-DEPTH I I W I NOTE 6 NOTE 6 I FOOTING TO BEAR ON FIRM O (I OF SLAB,TYP ALL I I YST-7 I _ ADDITIONAL#4 OR#5 PEX RE-ENTRANT CORNERS UNDISTURBED SOIL IN BRICK LEDGE U I) L -___ - - - - - - L - - - - - - - - - - - - -- - - - - - � VERT REINFORCEMENT TO 4"OPT BRICK LEDGE LL - - - - - - J o HAVE 6"BEND @BOTTOM NOTED ON FND PLAN Q b iv �" CAST-IN-PLACE FOOTING SPECS STRU URAL - - - - - - - - - - - - - - - - - - - - - - - HOUSE SLAB 1STORY:8"x 16"W/(2)#4 OR(2)#5 CONTNG1 RING o *° �� - - - - - - - - - - - - - - - - - - - - - - - - 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT **NOTE** - - � a OFFICE COPY 5) , BUILDER TO PROVIDE AIL STEPS TO GRADE PER m4; RE-ENTRANT CORNER DET ARCH PLANS STEMWALL SECTION (RECOMMENDED) 16'-7" 4'-10" 2'-7" 8'-3" �'-11" 8'-3" 2'-7" 7 1. SI.E U CIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK -,LU, a PLAN VIEW, DETAIL TYPICAL @ ALL 21'-5" 23'-7" 5'-0" F[L��LING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 :^ RE-ENTRANT CORNERS COURSES HIGH. SHOULD THIS CONDITION EXIST,RECOMMENDATIONS "tT ',%i ` 50'-0" 4,-0„ if �1 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. W r > ®� ATI®N PLAN 1 /4 1 O 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY a '4`r sC rPC.l3 '} \I.PI.P.E. ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Q '1' !x QT �, ��� I ��s ��t4016 7 FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE".INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO 4x4 NO.2 SYP PT POST OR SEE SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL TYPICAL BOX COLUMN DETAIL SHEET: CD (2)TOTAL M ,= 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: O SW2 GABLE TRUSS A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM - - CHORD TO SW DBL TOP PLATE W/1 Od @ 3"O.C. N (2)2x10 B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR M NOTE 4 DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. J LL ..... 4 PORCH BEAM FRAMING NOTESNEY -- A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. O (2)2x8-1/3 NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 000 (2)2x12 PT 3%"x 9%4'LSL WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 1 WSP HDR-O/2 (2)2x6-1/1 \ ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH � EY) BEAM TO STUDS W/MS24, HTS20,OR MSTA24. C N E 2x12 N0.2 SYP PT FLOOR LEDGER, B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. FASTEN TO MASONRY STEMWALL I PORCH BEAM TO TOP PLT W/MS24, MTS12, OR MSTA24. N W/(2)ROWS%"0 REDHEADS @ (2)2x12 PT M J 24"O.C.STAGGERED SW2 C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. W nj PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR O •2x12 NO2 SYP PT JOISTS � � _ NOTE 4 PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR W Ln @ MAX 16' O.C. _ -ATTACH JOISTS TO MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. J CD •LEDGER/BEAM W/LUS210 D. BEAM ATTACHED TO EXISTING FRAMING Z •RIP JOIST TO ESTABLISH WSP HD 0/2 NOTE 7A (3)2x12-2/3 NOTE 7A ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ O SLOPE PER BUILDER W/(3)2x6 NO.2 SYP SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Y -� PLANK ORIENTED Cn HDR (2)2x6-1/1 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER Q f TYPICAL WALL SECTION SHEET. FASTEN T SYP PT FLOOR LEDGER, C\f0 � (a FASTEN TO MASONRY STEMWALL (2)2x4-1/1 6. HIGH UPLIFT WALL: INSTALL QTB MAX 48"O.C., REQUIRED _ W/(2)ROWS%"Q1 REDHEADS @ @ O 24"O.C. STAGGERED AT THIS SECTION ONLY W 7. PLANK ORIENTED HEADER FRAMING A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 U) d- EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON r REAR DECK F 1 V IM I N G PLAN (2)2x6 1/1 DETAIL SHEET. d- B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH Z HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. U STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT Y OF PLANE WIND LOAD. Q - 8. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION",SHEET ST-5 Z 9. SEE"STUD TO TOP PLATE CONNECTION SHEET ST-5.CONNECTION (2)2x6-111 REQUIRED @ 16"O.C. D SW3 NOTE 5 ,. SW3 X o } A G o B (3)9/a"LVL-3/1 B B 3/z x 9/a LSL-1/1 W w z o ❑ p.' UI Q ❑ UI ❑ ❑ W LLQZ r w 0 - w Y F p w o ® LO N ❑ � Z FZaJ ❑ oU � � ~ aF- ao zomQm� Q ] Wo ww (2)2x6-1/1 2STUDS wow Z oaw ❑ � w -' o � mNO � QTO (2)2x6-1/1 (n o m a w W - w _j m o z LL W Qd0Q [}7U7 = www0m Z F N OEL ❑ Z ti a O a ❑ B_ c = ❑ Q I � W � LL U) 0 W Z a Z w tL - ❑ X J - Q Et N W w 2 Q Q w ❑ p w d NN m z a Q X W w H N a 0 Z ( ) (> W WmZWWQW � � � m WZ 2 2x6-1/2 o w w Q � 11 a � � O _ z w 0 in _....._...... Z W � oQmz - �Q � z3 � � Q \ ... ❑ t� wz w wnE Z UI Q U IB _ ZUQ � Ua ❑ I W0ZQ 3STUDS ❑ w QF � � • I 0 iQ O � UF ? � n] aU1Qol�ll- ? 0n HTT4 mLL J (2)2X8-1/2 Z SHEET NO.: r _ _... _ � o T_3 B o STRUCTURAL O 2 STUDS w w z °o a FRAMING PLAN JOB NO.: (2)2x6-1/1 / ;'� SW2 RS5826 %NOTE 2 �+ Q \ / /(2)2X6-'F/1 `j SUBDIVISION: ,B o Atlantic Beach SW2 Country Club A (LENGTH 12-8") (2)2x6-1/1 LOT NO.: HOLD BACK LEAD STUD OF Z_ 63 (2)2z6-2/1 2 STUDS w w PERPENDICULAR WALL 1/2"FOR SW SHEATHING TO BE CONTINUOUS } FLOOR PLAN: - West Indies-D _I O Z DESIGNED: (2)2x6-1/2 N JH/JML w I— REVIEWED: B' w DBM Q REVISIONS DATE (3)2x8-112 (2)2x6-111 (2)_2x8 m _.__... ......... W Z SW3 O w (2)2x6-1/2 Z W U f ST-7 O j ( W I-- PEX ST-7 WSP HDR-0/2 LL —— (2)2x12-1/3 ——— (2)2x12-1/3 CTURAL U __...... I BERING GARAGE DOOR DESIGN GARAGE DOOR DESIGN L—— J WIND LOAD(PSF): L— —J WIND LOAD(PSF): L—— O. ; •` '• � � , +20.45/-24.22 +20.45/-24.22 SHEATH BOTH SIDES G1 G11 r eZ . OF GARAGE RETURN ST-6 G4 SHEATH BOTH SIDES OF GARAGE RETURN ST-6 ST-6 . M S q FIRST LEVEL STRUCTURAL FRAMING PLAN 1 /4OFFICE COPY " 1 ' 0°' N: QekB'M e ,R' � P E�-y�N QT ENGINEERING 1111 _ .... ..... ...... ..... 168" - - -- - , _, � _ ' " _ 51 _ ROOF FRAMING KEYNOTES ANGLE&LATERAL BRACES MAY BE OMITTED FROM GABLE NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED 1. PRE-MAUUFACTURED SHEAR PANEL .-.. ..1111.. ......:_ . _.. __ ._. - __ 111.1....._.... -111. ....._._ e INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON NOTE 6 TYPICAL ALL LOCATIONS; FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. SCAB FULL LENGTH OF TOP . __ _ _,,. -- e FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. _ ... �E0 CHORD IF ADEQUATE BACKSPAN M IS NOT AVAILABLE ! 2. TYPICAL BEARING BLOCK N I t _._.. , • BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH N - ::::. DIMENSION OF TRUSS MEMBER. M d. ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS _I m„a BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED, 0p LL . ....._.. .......... _ ......._._ __-1111.. ...1-11 .1..._.. - ......:a; ....... . __.-....., g,,. ....... z....._" E .._>''._ : .._ ...... _ .. 1111.. .. .,__.. _ ... ! 1 C3 i.3 , . 3. LEDGER FRAMING NOTES: F VERTICALS AT ASTEN LEDGER TO FRAMING/TRUSS CV t6 EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00 - \ : "' 4 - 0 24"O.C.SPACING d .... _... J01 __ :1 ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN !; _ .1.1.1.1 ________.___- __. • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER d -- - -- N .1111... PROTECTION AGAINST CORROSION N TDS J02 �\ • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK N i \. " I LEDGERS SHALL BE SECURE TO WALL FRAMING WITH M LL WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT J :T0 - ... -:: -: FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. O TOS W \\ ROOF FRAMING LEDGER: J .1:111.. - :::. -::r 2x6....................(4)12d COMMON - ..... NOTE 6 2x8....................(6)12d COMMON - z ■ � 2x10..................(8) 12d COMMON Q U) I .1.111__ _- _ __ .1.1.11 __-_ .1.1.1.1-- _:_-._ __ .1- --__.. Axa _.1-.-- --__-- {' 2x12.................. 10 12d COMMON W X10 NOTE 6 \ FLOOR FRAMING LEDGER(W/NAILS): Q PT 2x6................(3)16d COMMON � ' -:.. .. .:e- - -- ........ -- PT 2x8 5 16d COMMON -- -- __.. T1 O �i to �\. PT 2x10..............(7) 16d COMMON I PT 2x12..............(9) 16d COMMON W - - FLOOR FRAMING LEDGER(W/SCREWS): - O : `\, PT 2x6................(3)Y4"x 4%2"LONG#14 WOOD SCREWS (� ® d- i \ PT 2x8................(5)%4'X 4%2"LONG#14 WOOD SCREWS F-- r ---- .11.11__ ----------- --_..--- ------ - -.._- - -- ------- - - -- --- - - , . N, cu - �, ..__ .1111 °, d- .1111. L T1 PT 2x10..............(7)/4 X 4/2 LONG#14 WOOD SCREWS [r PT 2x12..............(9)%4'X 4 j2"LONG#14 WOOD SCREWS O - - -- - - -- ---- - _ .._..1.1.....11 .._... ....... ... ,� U ' 4. OVERFRAMING NOTES `-� \ ALL RAFTERS TO BE MIN.2x6 N0.2 SYP @ 24"O.C.MAX. i E '. \.,\ ' • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. a_ i ; • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/ 3 16d _ O -- -- -. \ / T1 COMMONS MIN. Z EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT 0 i i% CONNECTOR. I E --- --- - - - e --- _-_. -_ 1.1.11. __ _ _ ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. ? \ ......... ......... ...1.111. • FASTEN 2x6 NO 2 SYP COLLAR TIES FROM RAFTER TO (2)HTS2 RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. ti w p a z 2 0 --:: -_ - ---- - - -_ _ ._.. _ �_, _ _ .11.11_ __r4__ ,4 4<s : E ❑ Z a ; ...... ,-.1111.. _ RAFTER SPAN SCHEDULE Q 0 In ❑ ¢ z FGEO (2)HTS2 w 0 ' ° _-FG 7 __ 13# TU 2 � . - _ :.. (2)HTS20 LUMBER SIZE N 0 0 z z p m p v o a . ...._ ..... - OC "` . LUO - --- T1 S LtS2O - _-___-- .1.1.11 .11.1.1 ---- .1.11:.1_ .11.1.1_ . _---__-- .1.1.11_. _-. __-- - a p Z w J J m Z z ❑ - ,: s; ._.._...1- _.1111 _..,,,, --: _ - ¢ - p w w Ok T1 Www m ¢ a ¢ m j.__ -}. .__----- 1 _ __ _ _..__... - ___L_. _ „ 2x6 2x8 2x10 2x12 � � ; o w � � > pulww ❑ Om � p SPACING TiA42O LL 'c 12 14'-5" 18'-3" 21'-8" 25'-6" Z 0 a w F p w N - p a TH S, - ---- '1S L S2O_ poma . z � w _jmzZ ° .__ - .. -u - ;.... _.__ __ 111....1. _-:_- -.- _ T 16" 12'-6" 15'-10" 18°-9" 22'-1" (A z a ❑ a w w N In z O __._ ___---- -1.1.11--_ t.1.1.1.1._-- __ .1.11.1 __. ___ a w Cm3 ._. LU2O LUS2O ! 24„ P ¢ OW � wwlnom � a I 1,6„ 10'-2" 12'-11" 15°-4" 18'-0" P N 0 z �� T S2 - � I ❑ ¢ aa � F � zw � a T1 ., 20 L.L./15 D.L.#2 SYP CA ¢ F z ❑ w ❑ z w a p p -- - - - -- .� - - - -- -_t z w - X - Lk 4 z -:::- __ F� J ?,: _,T pwwa = x OwJp ¢ � LU2 LUS2 °° r� aQ � Wzp ° olno ¢ � W CEILING JOIST SPAN SCHEDULE z z w ❑ Q _ = w ❑ z c - - A42STI2S FGO TS - - - r p -- w a FOS __ TU 2 ....... ... -- - __ - - k ww ° - XQw � Qa FOS -- - =_ 1 - .1111 SPACING w � ¢ � wFF p11zm ' ww . _ .11.11 _-- - __-__ _" C C LO #� O - T1 LUMBER SIZE W N e11 2x4 2x6 2x8 2x10 ❑ 1THA2 i; C' N - - - - _ I � o } zQoNWa � mZZF SDS , - - :. - ----- - _ " Z zw0 ¢ mz - aQaz3 _ s - - - Q Q . : : �. Q: Q s 12" 11' 10" 18 8 24'-7" 26'-0" w J �- ¢ . .1.11.1,. - -: � = � M X LL S2O TI - - - - - i.. i � = ¢ � } z = ¢ UWa � awQw s� A420TH42 ; 16" 10' 9' 16' 11" 21' 7" 25' T �_ t- zvQ �� v � DlOowzQ SDS _, x -- 24" 9'-3" 13'-11" 17°-7" 20'-11" o w J I- . p p J „ - ;; 2)HTS20 __ - --- vI- ? 3cvam ¢ � z I I,�`3 , - - _ - 111.1_ z, - -- - _ 1 3 4 OR 2 - __. 10 L.L.15 D.L.#2 SYP 0 � 0 m _ n n ----:.-:- MSTA24 (2 H 1_ . p, L ;, ' TS20s f LJ HA42OTHA42S :; FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. Cn 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: M a) O A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM (V CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. ACV B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE, ATTACH FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. J O LL 4. PORCH BEAM FRAMING NOTES 04 E U? A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. ® C NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 000 N WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 4 — ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH BEAM TO STUDS W/MS24, HTS20,OR MSTA24. IT B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N N PORCH BEAM TO TOP PLT W/MS24, MTS12, OR MSTA24. M C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. LL (V PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR W O PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR W LO MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. J D. BEAM ATTACHED TO EXISTING FRAMING Z — ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ O SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Cn -0 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER Q TYPICAL WALL SECTION SHEET. � N 6. HIGH UPLIFT WALL: INSTALL QTB @MAX 4$"O.C., REQUIRED � _ SW2 SW2 AT THIS SECTION ONLY W -� NOTE 8 7. PLANK ORIENTED HEADER FRAMING O - A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 U) s d' A _. ,. EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON� DETAIL SHEET. � d' WSP HD -0/2 B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. U STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT Y OF PLANE WIND LOAD. Q ._..... 00 8. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION",SHEET ST-5 a E- z w O ' 9. SEE"STUD TO TOP PLATE CONNECTION SHEET ST-5.CONNECTION (2)2x4-1/1 NOTE 8 REQUIRED @ 16"O.C. Cl) (n v7 z � o EL L� d~ wo p aZ0am Q :3 In ❑ W w Q Z IT IL mo ❑ z FZ ° w ° moa B o � � ww o ° m � o � � o ww (2)2x4-1/1 W W ❑ w w w w w Ln rn - ° Z ° awe � aF ° W a .i.. Cn ° Oma Z � w � mZH � za � QL}JLo ww � Hmw � 00 Z QwF UI � � HFt2- WZzQI� — ❑ Q ❑ a a a w 0 (2)2x4-1/1 w w a ❑ z_ oa ° F x D W d i w W ° Q B z m r� aaWWZ ° ° zLn W �' z° / zzaX1- ° ° H0 - 1 0z I/2 / W w w Z w w Q W Q Z waQaa2PEL3 :1 �jww . (2)2x4-1/1 Z � = } Z40 _(L ❑ � � WZ Z ❑ Z z ° ❑ amzN �Q � zZZI � W wzp � ❑ - W ❑ inLU < � o www LRj0FF IZpF-se :) ° WI- � — - ----- — Z U Q - U M 0 I W ° Z Q _.. _...... ...... ._ n 3 N a InQ 0 C7 FI- z OU U __. _........... J LL NOTE 8 O SHEET NO.: ST-4 STRUCTURAL wsPHDR-0/2 a FRAMING PLAN A Iz O JOB NO.: ._. � RS5826 0 SUBDIVISION: LrJ o Atlantic Beach Country Club Q LOT NO.: FW� WSP HDR-0/2 Z_ 63 } Ur FLOOR PLAN: S °2 SW2 West Indies-D J O Z DESIGNED: JH/JML W �- REVIEWED. X DBM a Q REVISIONS DATE m w Z O ww G Z�/ V/ D O PEX2LLr C/) bdTURAL Q } .tN N 'fFN • d 4 SECOND LEVEL STRUCTU L FMING PLAN 1 /4 = 1 ' 0" : � w; a OF S RAIC � X. •• HI " a • ••. ••• ENGINEERINGQT P " 457 01-15=2016 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • FLOOR DECK TO SHEAR PANEL W/10d @3"O.C. AM M O 2. TYPICAL BEARING BLOCK lqmmv • BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH (� DIMENSION OF TRUSS MEMBER. M • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS J BOTTOM CHORD W/(3) ROWS 10d @ 4"O.C. STAGGERED. p 11 N 3. LEDGER FRAMING NOTES: U • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT C14� C EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX OR 0 U) 24"O.C.SPACING) It • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN I✓ • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION N (1) • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK N LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT L FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. W L0 ROOF FRAMING LEDGER: %2x6....................(4) 12d COMMON a) 2x8....................(6) 12d COMMON Z ® :3 2x10..................(8) 12d COMMON O CD 2x12..................(10) 12d COMMON Y FLOOR FRAMING LEDGER(W/NAILS): U PT 2x6................(3) 16d COMMON PT 2x8................(5) 16d COMMONCN AP-0 PT 2x10..............(7) 16d COMMON C) 0 111 _ 61 PT 2x12..............(9) 16d COMMON IT LU LU _� ST-6 FLOOR FRAMING LEDGER(W/SCREWS): Q __.... __. PT 2x6................(3)Y4"x 4%2"LONG#14 WOOD SCREWS U) ® d- PT 2x8................(5)Ya'X 4%2LONG#14 WOOD SCREWS PT 2x10..............(7)........... _..__ Y4'X 4%"LONG#14 WOOD SCREWS . -; 4„ :: ..:: . PT 2x12..............(9)Y4"X 4%2"LONG#14 WOOD SCREWS O y I__.. U `+ + I 4. OVERFRAMING NOTES `-� 1 ALL i l o + ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. T - i"� �'��: ' _ FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d z COMMONS MIN. O B1 -- { -= =:= -- - ST-6 TO SLEEPER W/SIMPSON H3 UPLIFT T02 _ .......................................................... _ EACH CONNECTOR. " 1 • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. CIO FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO - . 1 RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN � o ❑ zQ 2 ❑ 02 _ —6 a Z ...... ...... RAFTER SPAN SCHEDULE chi _ N a rn = w owwwo 1: SPACING U3aa ❑ � � 1 1+ O.C. LUMBER SIZE ❑ ❑ � � Z ° � O � � � a ` , -- -- -- -- + :.._ -.. �:: ::- 2x6 2x8 2x10 2x12 w o m Q Q z ti _ _ . Q w „. lio 1 O I l � > D � �- ❑ U 2 1 1 12” It z ww ❑ ww � wLL 1 14'-5.. 18._3.. 21'-8" 25'-6" ❑ ❑ m a z a ❑w w Z ❑ 1 15' 10 a w � ❑ zU TO - :-. -- - -_-_ 24 - - - - W Qa ❑ QoWF = uaNaN � � - 16" 12'6" " 18'9" 22' 1" w 10'-2" 12'-11" 15'-4" 18'-0' Z Q w w a I w z z Q a � w 20 L.L.115 D.L.#2 SYP iA F ❑ Q a x`03 - - -- -- -- - .-- _ o � ww � xoo ❑ w ® o < M Lj Z CEILING JOIST SPAN SCHEDULE p! z z Q X�0 Ll o p Iw- o o z T03 - -- - t..- - - _ — LL LUMBER SIZE W wwQ � QHOC ❑ N �iww - O.C. w wa � z v z F wZ r -- — - NOTE6 — zQozQomwa � � zZ � a 2x4 2x6 2x8 2x10 U' 12" 11'-10., 18'-8" 24'-7" 26'-0" W wwJ � m � w � � �' wQ � � Q z ❑ L7WL7 N TUU j + i 16" 10'-9" 16'-11" 21'-7" 25'-7" Q = < z � zlQUp � Qw _. ..... ...... _ _� F H I- �[ ❑ z w D I- - I - - - -- - - __ ea_ + - — Z0Q - Ua ❑ I wwZ 1- 1 24° 9'-3" 13'-11" 17'-7" 20'-11" o a er IY ❑ w a QI- � I- I ❑ _j 1 to � nl- z ?sNa (JJQ ❑[7F zUU 1 1- 10 L.L./5 D.L.#2 SYP F :_; ___ __ — - �_ - 5: DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY Z SHEET NO.: 146,3 1 BUILDER IN ACCORDANCE WITH FRC R302.12. 0 ST-4A .__ ....... 6. RAFTER OVERHANG ty- ROOF FRAMING 1 T B1TAILS NOTE 6 •RAFTER TAILS TO TRUSS OP CHORD WR(2)ROWS O 1 + t T02 - . �_in ST-6 10d @ 6"O.C., STAGGERED 0- PLAN Iv � 1 0 JOB NO.: , 'r RS5826..G Q._ .. .. .:,:: ® SUBDIVISION: ... .... O Atlantic Beach1 J o F _ LL Country Club 1 1 e Q 1+ < 1+ _ LOT NO.: U .... 14 z 63 - - — - - 1 1 1 1 FLOOR PLAN: 1 1 �� 1 1 , _ 0 West Indies-D 0 Z DESIGNED: B1 U JH/JML ST-6 LuI— REVIEWED: X DBM Q REVISIONS DATE z 0L LIJ , TRUSS ENGINEERINGNOTES: Q mvlm z co Y • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL p f h TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. U • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING �- �. =• FIRAL >- ENGI �,RTNG "x pp �4r ° t r �F ` SECOND LEVEL ROOF FRAMING PLAN 1 /4" = 1 ' 0" � � �. �T F " ' E� � N :' 1457 � . G I F a�w t I���s.,,, 01-15-2016 TRUSS OR RAFTER TO 2x NO.2 SYP BLOCKING TO FIT RECOMMENDED QUICKTIE PLACEMENT PROCEDURE TIGHT BETWEEN TRUSSES,(3) 10d QT CONTINUOUS FROM 2ND (2)MS24/MSTA24 OR TLOK06,OR OR COMMON TOE-NAILS @ EACH END 1 . PLACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBL TOP PLT TO B QTA TO HEADER TLOK06,OR H8 UNO ON BELOW ROOF FRAMING PLAN SHEATHING TO BECONTINUOUS To HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS BLOCKING,%"BETWEEN TOP OF IL WOOD PANEL AND CENTER OF LOCATED DIRECTLY OVER STUD COLUMN. • � , III ••• I I I FASTENERS 2. PLACE QT's WITHIN 3" OF BEARING WALL END STUDS. II I ooI TRUSS OR RAFTER TO TOP PLATEW/HA4 `* 3. PLACE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT Ilf III OR TLOK06 OR H8, UNO ON ROOF FRAMING o III III 00 O PLAN - D MINIMAL UPLIFT WALLS°') EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRUSS 2 x 6 x 6'LONG NO.2 SYP I I I I I I I I I CV SPANS OF 20 FEET OR LESS.QTA@MAX 48' 00 OVERHANG RAFTER 4. PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. III III M FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.O SCABBED TO TRUSS TOP 2x6x6'LONG N0.2SYP 5. QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED ON PLAN.SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 10d @ OVERHANG RAFTER III TYPICAL TYPICAL TYPICAL ON SHEET ST-1 FOR TYPICAL INSTALLATION. 6"O.C.,STAGGERED; U.NO. SCABBED TOTRUSS TOP HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB LL IIISPACINGUNO SPACING SPACINGUNOIII04 CHORD W/(2)ROWS 10d @ INTERIOR WALLS:QTA @MAX 48"O.C. U.N.00N 6"O.C.STAGGERED 1811 O.C. MAX, MIN_ (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11" C PLAN,SEE TABLE 6:QUICK TIE CONNECTORS ON III � m EMBEDMENT TYPICAL QTA @ MAX 101, SHEET ST-1.FOR TYPICAL INSTALLATION TRUSS OR RAFTER TO TOP I I I I 48"O.C. MIN 1 PER � W STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W/HA4 OR TLOK06 OR H8, III III SHEARWALL O C WALL STUD SPACING. ROOF BEARING ONLY. UNO ON ROOF FRAMING PLAN ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS III III (QTA REQUIRED FOR "T WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF III SW I SW III ROOF LOAD BEARING N 1 . GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES WALLS ONLY) co ) STANDARD HEEL CONDITION RAISED HEEL CONDITION DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 4811 O.C. OR PER TABLE 8: III (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS III LU N SPECIFIED SHEARWALLS, SHEET ST-1 . III I I II II Lu O 2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN QT SPACING MAY III III �' STUD SPACING PER ' III III j +�'' TABLE 3: MAXIMUM BE EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD o ■ EXTERIOR WALL STUD FASTEN BOTTOM PLATE TO GABLE 1 ,� n TRUSS W/10d COMMON @ 6"O.C., UNO. AT APPROXIMATE MIDSPAN WITH A/2 BOTTOM PLATE ANCHOR AND 2 SQ WASHER AT co SPACING. ROOF AND CABLE CONTINUOUS Y - FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL C) C INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE DBL TOP PLT TO Q SLAB ON PLAN SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER _ TABLE 8: SPECIFIED SHEARWALLS SHEET ST-1 . III I I II � ;:,•- <. TYPICAL:BOTTOM PLATE � TO RIBBON BOARD W/10d FLOOR TRUSS III COMMON @ 6"O.C. 2ND FLOOR END GABLE FLOOR BY OTHERS _ _ III STUDS TO 1ST � ■ ® � TRUSS BY OTHERS HEADER TO TOP PLATE I I I I I I I I FLOOR HEADER W1 CONTINUOUS 2x4 CONNECTION PER HEADER (2)MS36/(2)CS18 RIBBON BOARD FRAMING NOTE 3 ON ADE III III WITH R 10d EACH 2x4 N0.2 SYP DIAGONAL BRACE @ 48" NOTE 3 III III END OR QTA O.C. DIAGONAL BRACE TO FLOOR WOOD FLOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE W/(3)10d NOTE 1 &2 III TYPICAL I I I I Y COMMON TOE-NAILS AT EACH END. I I ISPACING LINO TYPICAL FASTEN GABLE TRUSS TO DBL TOP III III 48"O.C., MIN A(@ PER O' PLATE W/8d COMMON @ 6"O.C., UNO I I( I I I I SHEARWALL Z (QTA REQUIRED WALL SECTION AT FLOOR III SW III ROOR NG WA LSFOR j PERPENDICULAR FLOOR TRUSS CONDITION ALT. WALL SECTION AT FLOOR __ ___- _ LII i i iI Ln (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) PARALLEL FLOOR TRUSS CONDITION ONLY) IF REQUIRED QT �. X p z 20 } a (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER III III ADDITIONAL STUDS t a L3 0 G Z a THAN OPENING I I I I III REQ. IF QTO,SEE ' Q ❑ m ❑ w w Q z TABLE 6:QUICK TIE d WIDTH, PRESERVE III III r a p z = w U p p J o TYPICAL LIFT QT SPACING AND DO m ❑ ❑ - z m p w p m a CABLE NOT INSTALL QT I BOTTOM PLATE I ANCHORS,SHEET } a p z w o J m J z w o EACH SIDE OF III ANCHORS @ 24" III ST-1 O w w, > Q m w 0 m p GABLE END TRUSS OPENING(U.N.O.ON III O.C.MAX IIII Z Daws � � ww w 00 PLAN) W p0ma 'z- >- wz � ° TYPICAL BOTTOM PLATE ANCHOR @MAX a a > w ❑ z 48"O.C. EXCEPT AT SHEAR WALLS. SEE TLOK06 @ 32"O.C. Z Q I N ❑ a F 2 w z z Q w W Q � Q0WF- wWNON � � TABLE 8:,SHEET ST-1.(8"EMBED INTO cA F- z ❑ w z v D ❑ - � ❑ Q � � a w � STEMWALL,6"EMBED INTO CONCRETE STUD SPACING PER CORNER INSTALLATION p w a 2 a w - ❑ w o Q a EXCEPT AT HOLD-DOWNS.SEE TABLE 7: TABLE 3:MAXIMUM EXTERIOR WALL STUD NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90°&45°CORNERS z z Q X o p w ❑ m _ ❑ z SPACING.ROOF AND ( ) W a _ p w F- z Q w N_ a FLOOR BEARING. 2x WOOD sTUD WALL TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR Lu ww f z wx <7 W o �, w z 1. (1)QUICK-TIE ALLOWED @CORNERS OF TYPICAL WALLS W/ Z w Q a z m w w a a (2)2x TOP PLATE OVERLAPPING PLATES. SHEARWALL OVER HEADER SHEARWALL _ } z Q o a ❑ Q w o QUICK TIE TO FOUNDATION 2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP Z z p z } w CO w a z z h F Qm ? - aQ z3 - Q a \ \\\\ a PLATE OVERLAPS THE LOWER TOP PLATE. TYPICAL UPLIFT ANCHOR INSTALLATION FOR w w z o w � N w m 0 3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE Q i Q z > z I Q n w a 6 o F Q E a \\\�\\\�\\\�\\\\� EACH SIDE OF CORNER SECOND FLOOR WALLS AND SHEARWALLS z n Q L v m ❑ IO w p z Q ADDITIONAL ? 3 IN a N Q o ro F- ? n L NOTES ANCHORS PER J 1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS.INSTALL HEADER FRAMING z NOTE 4 ON ST-1. Z SHEET NO.: ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). �+__G 2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR ORY2'DIA.THREADED ROD QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION 0 �7 J IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON Y2'DIA.x 6"LONG TITEN HD INSTALLATION AT GABLE WALL Q SCREWANCHOR.SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS O TYPICAL, WALL MUST BE USED IN STEMWALL FOUNDATIONS. 3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES.MINI %,,OTHERWISE. NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT 7/$'DIA HOLE 7/a'DIA HOLE SECTION /8"DIA HOLE 1"DIA HOLE EPDXY OVERSPILL � FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE CENTERED %a°°HEX NUT CENTERED 3/8'HEX NUT QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. CENTERED YZ'HEX NUT CENTERED %$'HEX NUT $'QUICK TIE JOB No.: WALL SECTION AT FOUNDATION IN TOP PLATE 2"x 2"xYa"STEEL WASHER IN TOP PLATE WASHER 4 x%$'STEEL IN TOP PLATE--\ WASHER s STEEL IN TOP PLATE \ 11WASHER s STEEL P.T.2x BOTTOM PLATE < RS5826 (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE - MIN EDGE DISTANCE Q ri � SUBDIVISION: 'INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL o Atlantic Beach 1%"DIA 3 EXTERIOR EDGE PLAN VIEW TYPICAL �/�I� n WALL n,n �� C����®n' C WASHER W DIA OF CONCRETE Country Club i /'1 N V/'1 v f V V 5 10d TO LL PLAN VIEW PLAN VIEW WASHER Q O V HEX NUT PLAN VIEW 1 3 PLAN VIEW TOP PLATE � „ � 3/s" HEX NUT /z° HEX NUT w/1/$ DIA 5/s°' HEX NUT w/13/4"DIA � LOT NO.: 7/8'HOLE WASHER 8'QUICK TIE Z 63 /8 DIA HOLE /$ DIA HOLE WASHER 1"DIA HOLE CENTERED 2"x 2"x%$'STEEL WASHER CENTERED 2 Y4'x 2 Y4'x%$'STEEL CENTERED 3"x 3"x 3/6'STEEL CENTERED 443"x 3"x 3/s'STEEL EPDXY OVERSPILL LS 18 STRAP IN TOP PLATE IN TOP PLATE WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER 2'DIA HOLE IN P.T.2x BOTTOM PLATE } FLOOR PLAN: FASTEN BOTTOM PLATE TO BEAM(OR (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE BOTTOM PLATE (D GIRDER)W/10d COMMON @ 6"O.C., UNO. (5)10d TO 0 West Indies-D STUD J WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL PANEL SHEATHING REQUIREMETNS ON SHEET STA FOR EXTERIOR EMBEDMENT O DESIGNED: WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF 8'QUICK TIE _ SHEATHING FOR INTERIOR WALLS. 3 QUICK TIE %s°°QUICK TIE 3/s°°QUICK TIE 3/s'°QUICK TIE %2'QUICK TIE %4'QUICK TIE 5/s"QUICK TIE 5/fi'QUICK TIE STEEL SWEDGE a (=j .J I I/J M L STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO LU F- REVIEWED: ALTERNATE STRAPPING METHOD FOR WALL TO BEAM, HEADER,OR FOUNDATION FOUNDATION FOUNDATION FOUNDATION CONCRETE GIRDER FOUNDATION W DBM CL TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION MIN 2500 psi ELEVATION Q REVISIONS DATE TO BEAM/GIRDER BELOW WITH MS36(OR CS18) W/(18)10d COMMON @ 32"O.C. 1 QTA(1/8")-TOP PLATE CONNECTION 2 QTB(3/16")-TOP PLATE CONNECTION 3 QTG(1/4")-TOP PLATE CONNECTION 4 QTO(5/16")-TOP PLATE CONNECTION 5 QTA(1/8")-BOTTOM PLATE CONNECTION KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO BEAM/GIRDER BELOW WITH MS36(OR CS18)WITH m 3 .EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL (18)10d COMMON. STUD TO TOP PLATE CONNECTION o SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER 16"QUICK TIE Ya°°°QUICK TIE P.T.2x BOTTOM PLATE 5/1s°QUICK TIE P.T.2x BOTTOM PLATE W 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP P.T.2x BOTTOM PLATE g BELOW WITH(2)MS36(OR CS18)WITH(18)10d COMMON PLATE CONNECTIONS AT THE END OF SHEARWALLS AS SIDE VIEW FRONT VIEW FRONT VIEW Z EACH. _ MIN EDGE DISTANCE MIN EDGE DISTANCE M MIN EDGE DISTANCE TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED O NOTES: WELL AS AN ALTERNATE STUD TO TOP PLATE CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN y WOOD FLOOR 1• WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. `' N � � 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6. TRUSSES BY WALLS ABOVE WINDOW AND POOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE EXTERIOR EDGE PLAN VIEW EXTERIOR EDGE--// EXTERIOR EDGE �° Q .OTHERS OF CONCRETE OF CONCRETE PLAN VIEW OF CONCRETE PLAN VIEW Z 3. EXCEPTION:SIDEWALLS REQUIRE STRAPPING AT(1) KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE EACH SIDE OF OPENING. AS THE LS18. s ,° Z) /s QUICK TIE SECOND FLOOR TO BEAM OR HEADER CONNECTION 16'QUICKTIE EPDXY OVERSPILL Ya°°QUICK TIE EPDXY OVERSPILL %4'DIA HOLE IN EPDXY OVERSPILL 20' O 2'DIA HOLE IN P.T.2x BOTTOM PLATE 9/s"DIA HOLE IN P.T.2x BOTTOM PLATE BOTTOM PLATE P.T.2x BOTTOM PLATE BOTTOM PLA E BOTTOM PLATE 3 ° 1 1/2" 1-1/2" Ug MIPEX TYPICAL WALL SECTION NOTES: 1-HOUR FIRE RATED ASSEMBLIES: OR GR $� ° 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x_N0.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C.STAGGERED • FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER 5/8'QUICK TIE �114 ± GREATER t GREATER 0000 0000 Q (UNO). MINIMUM 48"LAP W/MINIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AND ARE UNDER THE ENFORCEMENT OF THE BUILDING OFFICIAL. $"QUICK TIE EMBEDMENT Y2°QUICK TIE EMBEDMENT STEEL SWEDGE EMBEDMENT 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. • FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1Yz"NAIL STEEL SWEDGE STEEL SWEDGE v a UC WG 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. PENETRATION INTO FRAMING SUPPORTS @ MAX 24"O.C. v • ' 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS • USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE E N 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK MATERIALS PER SPECIFIED INSTALLATION DETAIL CONCRETE _ TLOK06 TLOK06 OF O CONCRETE CONCRETE FOUNDATION TL J ° • WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE e _, FOUNDATION FOUNDATION MIN 2500 psi • PROTECTION AND WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE L). v MIN 2500 psi MIN 2500 psi • 5 "TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL ELEVATION ELEVATION : g" /$ TLOK06 TRUSS TO DOUBL FFICE FOR"TYPICAL WALL"FRAMING APPLICATIONS.AT"SW"WALL,OSB OR ELEVATION COPY PLYWOOD MUST BE INSTALLED TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. 6 QTB(3/16")-BOTTOM PLATE CONNECTION 7 QTG(1/4")-BOTTOM PLATE CONNECTION 8 OTO(5/16")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION °• QUICK TIE CONNECTION DETAILS QT GINEERto "ld 1457 01-15-2016 KING AND JACK STUDS PER ENGINEERING GARAGE DOOR BUCK/JAMB NAILED (1)DIAGONAL BRACE PER(10)TRUSSESAPPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT TO STUDS W/(2)16d COMMON OR APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TRUSSES. 12d CC NAILS @ 16"O.C. (� 2x NO 2 SYP NAILER FASTENED 7 Y4"MAX 16"MAX CONTINUOUS LATERAL RESTRAINT TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12 O.C. WEATHER STRIPPING/STOP (CLR). QUANTITY AND LOCATION COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO �� DEFINED BY TRUSS SHOP DRAWING. ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS GARAGE DOOR Cn OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)10d W/10d COMMON @ 3"O.C. Mo COMMON TOE-NAILS. N TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD M APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE p J 7/6"OSB SHEATHING FASTENED 2x6 SYP GOAL POST ATTACHEDp LL TO NAILER W/8d COMMON @ 3" TO STUDS W/(2)ROWS OF 3%2„ NOTE: SIDE OF WEBS MADE OF MORE THAN ONE PIECE,DO SO WITH OVERLAPPING BRACES N FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH U? ^ O.C.AND TO DOUBLE TOP PLATE GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR � __/ // F_F;q Iq OTHER WITH(2)ROWS OF(4)10d OTHER WITH(2)ROWS OF(4) 10d W/8d COMMON @ 3"O.C. GOAL POST ATTACHMENT,THE GARAGE LIKE THIS(TYP EVERYWHERE COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD DOOR SUPPLIER MAY SPECIFY A FASTENING N ® C ao M FASTEN TOP PLATE TO EACH GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK OTHER WITH(2)ROWS OF(4)10d PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, 7/s"OSB ATTACHED TO STUDS 7�s"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD SPECIFICATIONS THROUGH THE GOAL POSr, WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" It O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C. IN FIELD. 7/s"OSB ATTACHED TO STUDS TRUSSES NEEDING BRACING N E WITH MINIMUM 8d COMMON @ 3" OPTION 1 OPTION 2 O.C.ON EDGE, 12"O.C. IN FIELD. OPTION 3 M GARAGE DOOR ,JAMB DETAIL LL INTERIOR SHEARWALL DETAIL LATERAL BRACING - MULTIPLE TRUSSES LL N 0 1. FOR TRUSSES THAT SIT DIRECTLYABOVE THE WALL, FASTEN TRUSS 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). L Ln BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY J 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. z THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS ■ ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. O U) 4. ALL FASTENERS SHOWN ARE.131 x 3"LONG(UNO). U) Cn NO 2 SYP DOUBLE 5. DESIGNED PER BCSI-B3,2007. U TOP PLATE C14 CUi (2)MSTA36/MS36 TO INSIDE 0 d' 0 _ OR OUTSIDE FACE OF WALL6 +�- I CONTINUOUS LATERAL RESTRAINT WEB W _0NO 2 SYP DOUBLE Is^Maxs°Maxs°Max BRACE SUBSTITUTE > O TOP PLATE WEB MEMBER SPECIFIED ALTERNATE BRACING U) ® � d' SIZE CLR T OR L SCAB F- T_ 2x4 1 ROW 2x4 (1)2x4 Z 2x4 2 ROWS 2x6 (2)2x4* 0 T-BRACE FASTENED TO 2x6 1 ROW 2x4 (1)2x6 U INSTALL DBL 2x BLOCKING WEB W/10d AT 6"O.C. Y ROOF DECK I IN FIRST TWO STUD SPACES. 2x6 2 ROWS 2x6 (2)2x4* FASTEN SHEATHING TO 2x8 1 ROW 2x6 (1)2x8 D0.. TRUSSES PARALLEL TO WALL: - ROOF TRUSS BLOCKING WITH 8d COMMON 2x8 2 ROWS 2x6 (2)2x6 z 2x4 SPF(MIN) NAILER FASTENED OR RAFTER @ 3"O.C. L-BRACE FASTENED TO 0 TO DBL TOP PLT W/10d @ 3"O.C. I WEB W/10d AT 6" C. QTA, U.N.O. SINGLE TRUSS BRACING 2x4 SPF(MIN) I IF ADDITIONAL UPLIFT TRUSSES PERPENDICULAR TO WALL: BLOCKING I ANCHOR IS INSTALLED U) 2x4 SPF(MIN)BLOCKING BETWEEN EACH AS SHOWN,OMIT SPH 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO I CONNECTION AT DOUBLE RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE � X p a TO DBL TOP PLT W10d @ 4"O.C. BEAM w/10d @ 4"O.C. I TOP PLT SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. � a n a Q • ❑ a m WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR FASTEN STUDS TOGETHER IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 1` Q 0 2 0 u o p �` w 0 REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND tomO m ❑ ❑ z m m p W U m a s TRUSS TO BEAM W/ w/ 1 ROW 10d 4"O.C. J J' O EACH FACE OF WEB, GRADE AS WEB TO BE BRACED. ~ Q F w 0 z w m Q Q z w 0 /8 OR THICKER COX HA4 OR TLOK06 O @ s'Max s'Max s' MAXMax LL OR OSB FASTENED TO I PERMANENT WEB BRACING z p a w ❑ o w w o o m ui p a TRUSSES, RAFTERS ❑ m 11a. z a a >- w z I- ❑ 2x WALL FRAMING a I w OR BLOCKING W/8d COMMONS @ 3"EDGE, PORCH BEAM QTA, U.N.O. � Z a ❑ a O w w W N N m ❑ z w 12"FIELD. I z Q = om _jMa �� m ❑zw < L PORCH BEAM TO POST: CA QF � � ❑zWozwXp - p ❑ WOOD STRUCTURAL (1)MSTA24 m p l w W = a p p ❑ w D Q w SHEATHING POST TO SLAB: 0 < 0au zwwzm ❑ Q2w Q w ❑ H ❑ ❑ z ABU POST BASE ANCHOR I z z X� D I OR DTT2Z W LU E -w w z w X 4 ' � < x w z (UNLESS NOTED OTHERWISE) I z = z Q o z a m ❑ [7 Q w z z wwQaa2l- 0Q :1Lo - ww TYPICAL PORCH SHEATHING DETAIL THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES Z ww0 < mz_ - wQ ' z3 � " Q w UNLESS NOTED OTHERWISE. 2x6 W w ❑ w W D m w < w � u THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL Q .- Q z > z _ Q n w a - 0 I- Q AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR QTO F z -I- [3 z z w O w z a 2x4 zmQ - � a ❑ x wpzQ 90-DEGREE CORNERS. SHEATH INSIDE FACE ONLY IF NOTED 0O o w z 3 N a P Q o . 1 ? 0 n ON FRAMING PLAN. ACCEPTABLE TO FASTEN STUD TO J STOP SHEATHING AT GOAL POST ( CORNER STUD GROUP W/ LL CHANGE IN PLATE HEIGHT 2-ROWS 10d 6'O.C. Z SHEET NO.: c " STAGGERED. STOP NAILS 0 ST-6 AT BOTTOM 24"OF STUD N • I X FOR CONNECTOR INSTALLATION O STRUCTURAL TOE-NAIL MIN 2x4 NO.2 SYP BLOCKING QTO EXTERIOR WALL SHEATHING � DETAILS BETWEEN TRUSS TOP CHORDS W/ AND ROOF DECK JACKPLAN FOR R QUANTITIES.ES. 0 JOB NO.: (3)10d COMM NS EACH END :flU 2x4 SYP OUTRIGGER @ 24"O.C. RS5826 CLIP TO GABLE TOP CHORD WITH GARAGE RETURNS TO BE PLAN VIEW Q (1) P TO w/(10)8d x 1-2' FRAMED AS 2x6. 0 SUBDIVISION: • • Atlantic Beach 2x4 NO.2 SYP BLOCKING BETWEEN QTB OR DTT2Z AT HEADER AT CORNER O OUTLOOKERS. FASTEN EACH QTO CONTINUOUS TO WALL I.1- Country Club BLOCK TO ROOF DECK AND DBL X /7 X DOUBLE TOP PLATE ADDITIONAL WALL STUDS @ Q TOP PLT WITH 8d COMMON @ 3"O.C. _ MAX 16"O.C.AS REQUIRED - LOT NO.: FASTEN 2x6 N0.2 SYP (D I z 63 DIAGONAL BRACE TO N N FASTEN SHEATHING TO 16 O.C. BLOCKING w/(6) I GABLE TRUSS GARAGE RETURN STUDS, (3)STUDS MINIMUM 10d COMMONS TOP PLATE,AND BOTTOM AT CORNER FLOOR PLAN: PLAN VIEW 2x6 N0.2 SYP DIAGONAL BRACE, TOTAL NUMBER OF JACK SHEATH FRONT FACE PLATE AS SHOWN W/8d 0 West I ndies-D SEE PLAN I WALL SHEATHING PER PLAN AND KING STUDS SHALL BE ONLY WITH 8d COMMON AT 3"O.C. 0 •UP TO 8FT SINGLE 2x6 ONLY AS SPECIFIED ON PLAN. COMMON AT 3"ON I I QTO CONTINUOUS TO WALL z DESIGNED: •UP TO 20 FT,2x6 W/2x6 T-BRACE EDGE, 12"IN FIELD s DOUBLE TOP PLATE W J H/J M L L OR T BRACE VERTICAL O DIA. WASHER DRILLED REINFORCEMENT PER EACH JACK STUD TO AND EPDXIED INTO I I H REVIEWED: TRUSS ENGINEERING CONCRETE W/7"EMBED HEADER WITH MSTA24 I I I W DBM FASTEN 2x6 NO.2 SYP"T-BRACE" OPTIONAL QTB IN LIEU OF ABU OR a TO DIAGONAL BRACE w/10d 2x6 JACK/KING STUDS I DTT2Z,CONTRACTOR TO VERIFY MIN BOTTOM PLATE Q REVISIONS DATE COMMONS @ 3"O.C. NAILED TOGETHER w/(2) (2)VERTICAL#4 OR#5 REINFORCING 8'-0"OR AS SHOWN ON PLAN ROWS 10d COMMON @ 8" I I I BARS EXTEND FROM FOOTING UP O.C.STAGGERED. INTO CONCRETE CURB W/OPTIONAL MONOLITHIC FOOTING 2x4x8'-0"NO.2 SYP LATERAL I I I I QUICK TIE OR STEMWALL } BRACE @ 48"O.C. FASTENED 8s I I I I I i 4z— m TO EACH TRUSS w/(3)10d HOLD DOWN OPTION #4 OR#5 VERTICAL REINFORCING p COMMON SIMPSON ABU66 POST I I I I I I IN LIEU OF ABU66: I INSTALLED IN CURB @ 18"O.C. z - --- - -- > BASE i I I I III •NOTCH STUDS 18"MAX I I MAX, MIN(2)VERTICAL BARS @ DBL TOP PLATE PER PLAN I I I FROM BOTTOM PLATE EACH RETURN O> W 5 FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR o, o (MAX(1)KING STUD FROM DIAGONAL BRACE TO TOP PLATE „'I I I I I I,%° SPECIFIED ON PLAN MAY — — — —� — — — J w o y; U ° BE NOTCHED) Q GABLE TRUSS TO TOP CHORD CONNECTION •INSTALL DTT2Z W/12" I LONG x Y2" z PDXYANC ORRDRILL AND ELEVATION VIEW A) TOE-NAIL TRUSS BOTTOM CHORD TO TOP z z PLATEw/10d COMMONS @ 8"O.C. 2 1 1 20 2x6 FRAMED EXTERIORPEN B) STRAP TRUSS TO TOP PLATE WITH MSTA12 WALL PER PLAN N r w/(8)10d COMMONS @ 48"O.C. U e3 G GARAGE RETURN - QTO LL Q ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY: CTURAL ELEVATION VIEW (1)HTTS=(1>QTO GABLE ANGLE BRACING DETAIL(WI HGA1 O 5/s"x 12"EMBED. DRILL %a"x 12"EMBED. DRILL (1)STHD14=(1)QTO(MONOLITHIC) ANG B 1 AND EPDXY ALL AND EPDXY ALL (2)PA51 =(1)QTO(STEMWALL) ,•" ,. �� ` `a 1) MAX.TRUSS SPACING=24"O.C. THREAD ANCHOR THREAD ANCHOR s , 2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM (2)/a x 2-/4 TAPCONS=(1)ANCHOR BOLT OVERHANG PORTION OF DETAIL FOR NON-DROPPED GABLE GARAGE RETURN e TRUSSES W/12"OR LESS OVERHANGS. OFFICE COPY G4 •F �, r l I rray, P.E. QT ENGINEERINGQ P.E. No.71457 01-15-2016 i i C/) M O N 36"LONG SPF SCAB W/(20)10d TO coN CORNER STUD ONLY WHEN HOLD DOWNS ARE SPECIFIED ON PLAN. _J 0 LL BEAM ABOVE 2x_SPF CORNER STUDS O C PER PLAN. I 3/"x4"EMBED ANCHOR BOLT W/ ALTERNATE CORNER DETAIL C 2"SQUARE WASHER REQUIRED It IN THIS PLATE ONLY. 0 0 C SINGLE STUD TYPICAL(3) CORNERS. STUD MAYBE 04 E ORIENTED IN EITHER DIRECTION. 04 PT NO 2 SYP BOTTOM PLATE LL J W N TYP ALL(4)SIDES. LU LO BEAM(OR GABLE TRUSS) J a) ABOVE PER PLAN. Z — — — — — U U) • '/16"OSB FASTENED TO STUDS W/8d COMMONS @ 3"O.C.ALONG PANEL EDGES. 0O _ 11, a) DBL STUD GROUP TO SLAB W/LTT2013 OR DTT2Z. 0TOP OF WALL ..... ........................... > 0 DBL STUD SUPPORTING BEAMS. EACH BEAM TO HEADER PER PLAN U) ■ STUD GROUP W/HTS20 OR MSTA24. O TYPICAL BOX COLUMN DETAIL U `ACTUAL BEAM ORIENTATIONS MAY VARY Y NOTE: PER THE FBC 5th EDITION(2014)2304.11 PROTECTION AGAINST DECAY Q AND TERMITES,THE BOX COLUMN FRAMING SHOWN IS TO BE FRAMED Z ACCORDING TO ONE OF THE FOLLOWING TWO OPTIONS: H OPT#1 -BOX COLUMN SHOWN IS TO BE INSTALLED WITH A MIN 6"HORIZONTAL DOOR HEAD SEPARATION FROM THE EDGE OF THE CONCRETE FOUNDATION OR 8" 'qVHEIGHT 07 NO 2.SYP PLANK ORIENTED VERTICAL SEPARATION FROM GRADE. HDR TO JACK >_E HEADER, SEE PLAN FOR STUDS w/(2)A35,TYP It X ❑ Q o p OPT#2-BOX COLUMN SHOWN IS TO BE INSTALLED WITHOUT THE SPECIFIED SIZE EACH SIDE OF HEADER a a 0 ui SEPARATION ACCORDING TO OPT#1,AND MUST BE FRAMED AND SHEATHED WITH PRESERVATIVE-TREATED MATERIAL. LL Q p rn 0 w w Q Z I� Jp Z Fwp J Uo ¢ F-- a0 ? 0M D 0 ww w O O a w p O w j O O N 0 m PLANK HEADER FRAMING ELEVATION o ❑ m a Z w > w Z I 0 cn za � ¢ � uwi = WwEnH ° ww z Q = 1- N _ WaHhMzWali Q W Z 0 w z ❑ x 0 7 0 D D w a = w 0 Q m w o0 ❑ w m ZQQXLLI WW n ❑ Q2w ZOW� I- QFwuw w5 W ww X Zn4a Lw LU wa ¢ Eta2� o ° ❑ Z � ww . Z ? y } III Q 0 a U ❑ m Q w 0 0 Lo Z Wo � amzwwQwz3PQ Ljj ❑ ❑ - wLU 0 ❑ w < w � L _< � FQ- IZ �: zw00E- Z n Q — 0 m I w LLI Z Q ❑ W Q F J H . 100 J O � oH ? 3NawQ ❑ r� F ? on J LL z SHEET NO.: o ST-7 STRUCTURAL DETAILS TOP OF CHIMNEY 7/16.'OSB. FASTEN TO U O Jo SEE ARCH DWGS CHIMNEY FRAMING W/8d RS5826 COMMON: 3"O.C.AT PANEL SUBDIVISION: EDGES,6"O.C. IN THE FIELD uiABOVE ROOF DECK. � o Atlantic Beach w 2x4 N0.2 SPF CHIMNEY < Country Club Q STACK FRAMING STUDS @ 1 COURSE CMU BOND _ LOT No.: O n MAX (7) COURSES z MAX 16"O.C. BEAM W/ (1) #4 OR#5 z 63 a � w w Q F,ci o CONTINUOUS z z 2x4 KNEEWALL STUDS } FLOOR PLAN: C7 O O LU@ MAX 16"O.C. 0 West Indies-D Z 8" CMU SCREEN WALL Z DESIGNED: PRE-FAB TRUSS 20" WIDE x 12" DEEP o CONCRETE FOOTING w/ U JH/JML o DOUBLE TOP PLATE AT TRUSS 6" 1 6" (2) #4 OR#5 CONTINUOUS REVIEWED:BEARING W DBM FILLED CELLS W/#4 OR#5 PLYWOOD FIREBLOCKING @ VERTICALS 72" O.C., ° I ° Q REVISIONS DATE TOP PLATE BY OTHER VERTICAL TO BEND 90° AND TIE INTO FOOTING REINFORCEMENT w z LAP FIREBLOCKING OVER TOP (2)2x4 B OCKING BETWEEN • ! r Q C) O w PLATE. FASTEN TO PLATE W/ TRUSSES TO SUPPORT LL1 UJ 10d COMMON @ 3"O.C. KNEEW LL BOTTOM PLATE Z Z w Z ABOVE, FASTEN BLOCKING w/ r >, U) _j w (3 )12d T DE-NAILS EACH END 20 O Q LU 2x4 CHIMNEY FRAMING STUDS LU o � �- @MAX 16"O.C. CMU WALL ELEVATION VIEW Q EXTERIOR WALL ,n' Z „ V V U) _0 CHIMNEY FRAMING DETAIL (AT EXTERIOR WALL) PEX ~ 1= NOTE: PLYWOOD MUST BE CONTINUOUS OVER PLATE BREAK W/MIN 18"LAP ABOVE OR BELOW BREAK • � Q , K R'kTURAL CtVF� RtNG c e a as ., FICE COPY 0 ..,� s « .kr At Qalp �fek?'F!I INurray, P.E. QT ENGINEERING P.E. No. 71457 01-15-2016