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1626 MARITIME OAK DR - NEW HOME DRAWINGS NOTES 1. DOORS AND WINDOWS ARE AFFKOXIMATE FINISHED SIZES; REFER TO MFG'S AIR HANDLER UNIT-ACCESS PANEL WITHIN4'-7" S FECIFICATION5 FOR ROUGH OFENINGS PRIOR 6'OF ATTIC ACCESS -SOLID FLOORING TO FRAMING WITH NO 055TFUCI"IONS WITHIN 30"OF 8'4" 7'-0" 1'-4" 6'-9" 1'-4" 6'-6" 1'-4" 6' 1'-4" 2. COVERED TORCH APPLIANCE ACCE55 PANEL 3. F WD8 TO PATH #4 W/ SHOWER ENCLOSURE N — ---- --- 4X4 P:r_PoST TYP. 4. REDESIGN OWNERS BATH _ = ROD&SHELF r7 WRAPPED TO 16X12 —————— — 5. FKEFLUM5 LNDRY SINK IN GARAGE v - - - - - - - - - - AHU — ----- -- CN N =� 3-3060 5H-EGRESS ——————— 6. FKT DOOR AT OWNERS BATH ---- ------� p HB SILL 92'-0"AFF _ —�- ---- -- 7. 16 S.G.D. 1 I\ #2 GAs-I-® I 8 f. AVERS AT LANAI AND COVERED PORCH 11'-10"X 11'-0" 9'CLG. I� �° o STUB I I 9. REFLACED PNTKY W/ MUD BENCH AND - 9'CLG. I I _ I I � 0 1 I CUBBIES 23'-8"X 9'-6" 10. KITCHEN W/ 36" GAS RANGE W/ MICRO HOOD N J o 12'-18'PL.HT. PAVERS 6-2" 6'-2" 4'-1.. 5-6, 118 11'-6" 12'-2" 1 OW NEK 5 z 04 2 TRANS.OVER o STANDARD= 0 SUITE ° o o w 5'TUB w w151-8"CLG. 15-8"X 14'-6" cn 0zw c� v w 10'CLG. BLL - _AT #2 J 9'aG. we S wC o � DQo � LL NLL V ATH #3 _ `N — STANDARD ° n LL 5'TUB LIVING o c� ROD&SHELF o R OO MA/C Q0 4 A - - - - - - —1 23'-4"X 16'-0" COMP. QQ 2�6g DN 19 RISERS 12'CLG. REVISIONS 7 RISF. w u CORRECT PORCH PLATE HEIGHT 01.20.16 LP j Io, I o 10'C;LG. (_ 1 o WIC (QLLLL o [3 � of v 10'CLG. to � o O 26,3c) I � � ROD&SHELF w 11'-0"X 11'0" —— — 9'CLG.LL 9'CLG. WIC 91CLG. I'j) I - - - - - - - - w Ixs ROD&SHELF -- ---C7- -- --- 2X6 WALL X6WALL -- ---- -- --- ----- ----- - 2°65 I 3°O FIXFD LL 5 SHLVS <o r1HIDR Cad'7'-3"AFFLL N = wNll ww o 0 o SH 2'-6" 3'8" -4" 3'-10" 3'_8.. 2'_7, 9'6„ 1.8,. 91-61, ,56 8'-3° SILL @ -8"AFF 8'-3" 2'6" 2'11" �° `N @ 10'CLG. SIDt 10'CLG. I A UP 19 RISERS a I 16'-6" 21'-11" 5'-5" - n s a o 10°RUNE —— OVER 35"h WALL o 2 8 BART OP I 0 I �_ PKT DR. 2x 10'CLG. ------�-- U� I /\ 1 �i C� 0M S DDINING SINK [)/TV I • 2 rid FLOOF\ F-LAN (00 ) 12'-6"X 1�-2" W/DISP. Build With Confidence <o 0 6'-0" 6'-4" 10'CLG. KITCHEN O z Q RANGE w/ 15-0"X 13'-2" 414 Old Hard Road, Suite 502 o OWN cJ o W MICRO Hoop 10'aG. � i o Fleming Island, Florida 32003 w BATH `° w o TMPRD GLS � 0 � I Office: (904) 264-6553 c' ENCL.OVER ----- o aG Owl – ------ 2o_2'-8" 4'-0" 9'-6" 3'-4" J 10'CLG. 42"h WALL OHC D -- OHC Fax: (904)269-2729 �— 2X(6 WALL _ —— 7'0" -� �� o IR �1 — � 4, d 6 d 6 d 6 d y F ' -- --= B F HEAD c---ate �_– � w I r I �� ` m Lot 131 4..d OR n u = WC W i D I v TMPKD GLS fl o SHELF OVER° 10'8C0 L6. TAN KLESS a ENCL.OVER T 42"h WALL o ]GAS WH GLG. 7 tlantlC Beach STORAGE2&8OLNDRY o GAS ELO UNDER < p 10'CLG.S STUB STAIRS 124" --- Country Club I 5'-5" 6'-6" LOOP 2'-10" 7'-0" FOYER PREPLUMB r FRAME FOR 1 oLNDRY SINK I ATTIC STAIRS I <o o 10'CL 54.5"X22.5' P A D E w C I I o v w L ------� POOR 15/6'EO MIN. Lee-Johns CIL I I o Q SOLID CORE OR 20 on Residence TUDY - <� o 10'CLG. °8°ENTRY C, ? < MINUTE FIRE RATED (TM D.GLS.INS RT) (SELF CLOSING) o s� 11'-4"X 10'-0" o - Ln -A i0'CLG. Q u R&5 Q =� In W Floor Plans WIC i ' � w o < 208P 10'aG. I ° o Q G U_ 1626 Maritime Oak Drive on LU GAF, / \ N Atlantic Beach, Fl. 32233 3-246°SH a m Q 22'-6"X 23'-0.. SILL<a)2'-0"AFF s � � 10'_18"PL.HT" � @ C\1 I 2'-52 2'52 Drawn By Sheet LL ARJ O RC H Date 01-07-2016 N Scale 1�411 = 1'-0.1 9'=Lr---- -------- --- -- ndies-C-- --- - - -- k....��W�est6 C MECHANICAL. EOUTMENT NOTES: 5O. FTG. CALCULATIONS 6X6PT.PO5TON 8"X8"X38"h BASF HB I 9 T"YP. Written dimen5ion5 Shall have precedence over Scale dimen5ion5. 6.67 0 0 o PBC-8302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 IST FLOOR LIVING 1917 16'-6° Contractors Shall verify and be re5pon5ible for dimen5ion5 and 4'-11" GAGE SHEET STEEL WITH NO OFENINGS INTO GARAGE 2ND FLOOR LIVING 624 80 8 OVERHEAD DooR 8 8 OVERHEAD DooR conditions of the job. ALLOWED. TOTAL LIVING 2541 2'-8" 8'o" 2'-2" 8'o" 2'-8" Northea5t Florida Design,Inc. hereby re5erve5 its common law copyrights and other copyrights in these plans,de5ign5 and ideas. FBC-R, M1305.1.1: MIN q-" CLEARANCE REQUIRED A80UND GARAGE 549 21'-5" 23'-6" These plans,de5ign5 and Ideas are not to be copied or changed in any V � V �© manner or form whatsoever, nor are they to be assigned to any third ALL SIDES OF MECHANICAL EQUIP MENT AND f ORCH 209 44'-11" V[- V I- party without first obtaining the express written permission from COMFONENT5, INCLUDING DUCTS, WITH THE TOTAL WIDTH � OF THE ENCLOSING 5f ACE BEING AT LEAST 12" WIDER LANAI 227 Northea5t Florida Design,Inc. TOTAL 3526 REVIEWED FOR CODE COMPLIANCE THAN THE FURNACE OR AIR HANDLER 15t lFLAN CITY OF ATLANTIC BEACH GROUND-MOUNTED MECHANICAL UNITS SHALL P>E SEE PERMITS FOR ADDITIONAL 12627 San Jose Blvd ANCH08ED IN ACCORDANCE WITH FL3C-8, SECTION REQUIREMENTS AND CONDITIONS M1307.2. � S�nnge ®2 REVIEWED BY:0 DATE: /A ortheast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 I i I I 12 ENGINEERED ROOF TRUSSESES NOTES 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR F113 RGLASS SHINGLES L A5-I FNF-D FER F13C 8905.2 DOORS - REFER TO MANUFACTURERS �-- OENERAL STAIR BETA I L SCALE:N.T.S. 40'-5" 4'-7" SPECIFICATIONS FOR REQUIRED SLAB RECESS SPRAY FOAM INSULATION 16'-9" PRIOR TO POURING CONCRETE �- 2' 2" 1'-5° 2. COVERED PORCH ��--� UNDI-RLAYMI-NT FAST I_=NEB PER FDC 8905.2.7 '�- 5 13ATH #4 ILO PWDR O�BR00( SHEATHING — - - - - - - - - - - - - - - - - - - - - - - - - - - - 'j.� "STAIR NOTES: p �J SEECONNECTOB 5GHEDULE ACTUAL DIMENSIONS WILL VARY DEFENDING ONFIELD CONDITIONS,FLOOR GOVERING ,AND/OK = — — — — — _ — LJ — — — — — — _ — — — — — — — — — 4. REDESIGN 0WNE1\� ATI VARIANCES IN CONSTRUCTION MATERIAL.ACTUAL CONSTRUCTION MUST COMPLY � H_B-— — — — — — — — — — — — — — — � L--J �� �- �N 1.8„ W/P311.7OFTHEPLOKIDABURPIN000DE,RESIDENTIAL. — — - I N 5. REI LIMB LNDRY INK IN GARAGE ' J 6°GALV. -AVE DRIP MAXIMUM �• ��' S.G.D. < 2X8 B I WN.RR MINIMUM FREAK DEPTH 103/H F LL x \ MAXIMUM KISFK NEIGH I 7 ,(NOT INCLUDING NOSING) I f L_______ I I r - U-3 w N TOP OF PLATE _ _ _ GAS 1. PAVERS AT LANAI AND COVERED PORCH TON: 3/a�(ENnKF FUGFrr) - — — — — — — — — — — — — — — MINIMUM Sl AIR WIDI H. 36 I j I 5l UD MINIMUM HEADP.00M CLEARANCE 6-8"(ABOVE NOSING) LLJ PAVERS NICHIHA a x 2 z' I I o 1/2"DRYWALL FASCIA BOARD 'HANDRAIL NOTES: I STEM WALL I I I g CLG. ACTUAL CONSTRUCTION MUST COMPLY FOUNDATION I I o W/8311.7.7 OF T HE FLORIDA BUILDING CODE,PESIDENI IAL. I I I I (2)2X6 NOTCH CUT OPEN HANDRAII-5 SHALL NOI BE LEE5 THAN 34"OF MOPE THAN 38"IN HEIGHT ABOVE THE 7 AIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. TOP PLATE RAFTER TAIL I I I I _ 1 HANDRAILS SHALL BE 11/2"CLEAR OF ALL ADJAGEN FINISH I I I 11 5� 12 22 MAI ERIALS AND ENDS SHALL RE]-LIPN TO WALL OR TERMINATE 2X8 RAFTERS,HOLD DOWN IN NEWEL F051 5 OR SAFE TERMINALS. I I I 1/2"DRYWALL - q FROM TOP OF TRU55 HANDPAILS SHALL BE 1114"-2''IN GROSS SFCTIONAL D1MEN51ON,O8 APPROVED EQUIV LENT,AND EDGES FOR 1&G ATTACH PER ENG. SHALL HAVE,'\MIN.RADIUS OF 0.01'. I I L HANDRAIL CONSTRUCTION SHALL BE ABLE To FE5151 A LOAD OF 200 LBS APPLIED 1N ANY DIRECTION Al I I L — — — — — — — — — —16'�SQL— — — — — — — — — — — — ANY POINT ALONG THC TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL 5A115FY ALLI I 3 COAT STUCCO FINISH I I T - BUILDING DF_PARTMFNT APPROVAL REQUIREMENTS FOR I I I IIL 6 PAPER BACK WIRE LATHE THE-PRODUCES THEY PROVIDE 08 INSTALL. I i /2°O THREADED RUN TO TOP OF PLATE. OPEN RAILS SHALL HAVE 1NILERMED]A7F FALLS OR �3�e5V g I I THICKENED EDGE AN OKNAMEN AL FALL IRN SUCH THAT A z RODS PER ENGR'S P KG. 4"DIAMETER SPHERE CANNOT PASS THROUGH. i I R-19 INSULATION THE GUARDRAIL CONSTRUCTION SHALL BE ' ABLF TO RESIS I A LOAD OF 20 LBS I I I PER LINEAL FOOT APPLIED I _ VAPOR BARRIER.SEALED AT HOR17ON I ALLY ALONG THE TOP RAIL. IF, w I I I ; I TOP&E301-1-OM PLATES. 4''SPHERE K, 1 _–_–_–� E_ _________ J GUARDRAILSSIIALI-NOT BI- -------------- -- MAY NOT PASS ----� I LESS IHAN56INHEIGH]. N I --- - -------- ----------- 1 I I AIC 2x6 STUDS AT 16"O.C. 1HR000H a I ( J ( o 6°SPHERE I t COMP. 3/9 -IG SUDFLOOR THE TRIANGULAR OPENINGS Y) 7/16'OSD WALL SHEATHINGMAYNOT FA5s I I I AT STAIR TREAD,RISER,& THROUGH B0"1T0M 5HALI-BE SUCH I ( I I 2nd FLOOR 2x6 BOTTOM PLATT= THAT A 6"DIAME7ER I I I i I LN I FINISHED F LOOR SPHERE CANNOT PASS THROUGH. �I I _; I I REVISIONS V i L i CORRECT PORCH PLATE HEIGHT- 01.20.16 LP I � PLATE HEIGHT I 4'-7" I I I , I II (2)2x6 >< I i j TOP PLATE I I f L — — — 1 I — OPEN WED FLOOR JOISTS I J '--------------------------I L----- r---7 16 - J D -------------- L---_J LT ----------- I J 1/2"DRYWALL I u u CEILING 3 COAT STUCCO FINISH - ■ I I 12'-62, 10'-111, 10'-52-" 2'-7° 81_6,. 1/2"DRYWALL I �- --J �______, -------- 4"CONIC.SLAG W/FIBERMESH OR i I ---------- L 6x6x10 W.W.M.ON 6 MIL VISQUEEN 9t� e19 I I KIVEKSIDt j ( OVER CLEAN,WELL COMPACTE=D F"ILL \/ I I c� Me Ar PAPER RACK WIRE LATHE RUN TO Tor,OF PLATE. 0 1/2"0 LHREADED - ; R------------- SINK W/ D - RODS PER I L DISP. Hom S ---------- ENGR'S PKG. < -----� o <o I w R-19 INSULATION NOTE: I I i aj 1.E=XTERIOR FFNESTRATION PIECES I I -0" 6'-2" T-0Z" 1'72„ 9'-82" Build With Confidence SUCH As FOAM BANDING ARE TO BE LU VAPOR BARRIER.SEALED AT INSTALLED OVER THE SCRATCH/DROWN I I z 0 CIZ 414 Old Hard Road, Suite 502 TOP&BOTTOM PLATES. COAT OF STUCCO WITH A STRIP OF o I I OLL �zI 5F-LF-ADHERING FLASHING OR �; Flemin Island Florida 32003 2x6 sTuPS AT 16"O.C. SELF-SEALING MEMBRANE I I o r —————————— -----_ -GAS g 2.THEJUNCFUREOFEXTERIORPLASTER I I _- - �-- _ 919__ --- -1U -_ _J �___� I Office: (904) 264-6553 AND FENESTRATION PRODUCTS SHALL BE I 7'-42' 5'-0' "� o HEAD rF�--�� --- I bN Fav (904)269-2729 7/16"05D WALL SHEATHING - SEALED WITH A SEALANT COMPLYINGCD WITH SECTION 8613.8.1 OF THE FLORIDA I I i WG I W DUILPING CODE,RESIDENTIAL I I o I I J I I u I �I ANKLE55 2x6 P.T. RECESS SLAB L J N = L_-�--J __---J Lot 131 FINISHED FLOOR DOT1"OM PLATE I "FOR 5H0 i i o I 1 $11�AS WH �o C� � oz I 8"CMU STEM WALL W/ALL I &AS o - - - - - - - - - - - - SUB Atlantic Beach IF CELLS FILLED — — — — — — — NTfiZL —I \ \ yl HEAD ----a L-----------------n - ----- - .. --- ---- I LJ FIMSHED GRAPE I I = I R S K LOP GARAGE IC9Country Club I, -1, 7�_4 STEPS G I 1.. I 1 I I I � \ \ •41' I i J I 6'22, 2' 6, 14'-21" n — - - I 34 3o F0011NG PE8 ENGINEERED F I +- DRAWINGS I I L-- � N - F I I Lee-Johnson Residence WATER RESISTANT 3ARRIE_R- ; ( ------ I i I 4"CONC. I ' 2 LAYERS REQUIREDI I I I SLA u B 11 Qo III TYFICAL WALL SECTION FASI fENLAI H97"O/C IN MIN. PENN=TRATION I o Foundation La out I I L — — — — — — — — — — — — — — — — — -N INTO FRAMING Fl -___-__J I EXPANSION SCALE:1/2"=1'0" a a I r JOINT(TYP) z . WEEP SCREED SURFACE I 16-7" 4'-10" I I i I I 1626 Maritime Oak Drive t `a te SHOULD NOT DE BLOCKED V11 I I I I Atlantic Beach Fl. 32233 FINISH MATE=RIAL FOR DRAT AGI= I I THICKENED EDGE a av FURF05E5 I I I I I I ILS I I � I I I PAVERS - g i i Drawn By AR Sheet RM TEINATION OF STUCCO j j I I I Date J 5FUCCO TERMINATION PER ASTM C-926 A2.2.2. I I I i I 01-07-2016 DRIPSCREEDINS EALLEDPER ASL - - - - - - LM1063-03 I — — — — — — — — — — — — — — — — — — — i i ( I ' I Scale IL-11I I 1�4�� 1'-0" I I of - - - - - - - - - - - - - - - - - - - - - - - - - - - Plan oB. West Indies-C Job - - - - -JN I L---- ---- ---- Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be rc5pon5iblc for dimen5ion5 and — – — — — — oma — — — — —27 — 8,_0,— — — — conditior15 of the job. 23'-7" Northeast Florida Design,Inc. hereby rescrve5 its common law copyrights and other eopyright5 in these plans,dcsigrn5 and ideas. NOTE: 7 These plans,designs and ideas are not to be copied or changed In any manner or form whatsoever,nor are they to be a55igned to any third I L/�YOUT. party without firstobtaining the expre,55 written permi55ion from FOUNDATION f LAN FOP\ CONCRETE FOKMIN ANDOUI V �/ \TIOI �INOrthea5tFlorida De5ign,Inc. 1�LUMP>ING LOCATION REFERENCE ONLY. REFER TO ASSOCIATED ENGINEERING I)F\AVVINGS FOR FOOTER LOCATIONS AND DETAIL = 12627 San Jose Blvd >>: Suite 2 Y' OFFICE CO ortheast Jacksonville, FI. 32223 Florida Design,Inc. 904.260,3319 NOTES 1. COVERED PORCH 5 Q 7 LSl f-LF] I- L J L J L J L J N i DECORATIVE L6 5:12 5:12 FINIAL(TYP) II II II I w ii �9 u BUILDING HEIGHT Ile 12'x4-2"LOUVERED �Ip n VENT(Tyr) HARDIEPLANK -- 12 SIDING(TYP) _-_-------- J F-� ---------- N I I a— II 50ARD AND BATTEN 10 4"TRIM 5:12 l SIDING I II II � II �Q II u 5:12 DECORATIVE L n 12 5 FINIAL(TYP) �L_s ___ L __ o L PLATE HEIGHT — — _ STANDING SEAM J Y c- -----� — — — 0 SAND 6 BAND METAL ROOF ----- IFI ------ i HARDIEPI_ANK 10:12 �_� c=_� I SIDING(TYP) I I 1"X 2"OVER 12 10:12 ""1 X 8LINTEL 8 � 18"x36"LOUVERED 1° VENT(TYP) 1 5:12 FIXED 16" 1 n 5:12 I 1 SHUTTERSHARDIE PLANK I I I I i I I ______ 4 " __ LAP SIDING(TYP) 1 I I I I I I -- -------------------� C- pi i w I -- -- ------- 6"SILL(TYP) U Ln I N FINISHED FLOOR _ — HEEL ON TRUSS I L_---- L ____----- --- - - �Q _ - REVISIONS PLATE HEIGHT PLATE HEIGHT — - - - - — ; - - CORRECT PORCH PLATE HEIGHT 01.20.16 LP Q PORCH PLATE HEIGHT = < 5:12 I yf it - - - - - - HOTCH CUT I :... N RAFTER TAIL II 10:12 �n === I 2 I I �► I 1 X OVER ,. . ,.... .. 10:12 I I Tyr) E h I r� C_ �� 6X6 P:T.POST ON LANTERN WITH Li 13RACKE"f ---- fCH 5RE PK J� _ 8X8X38"h SASE -I� w e� TYP. u STUCCO .� FINISH(1 YP) 8:12 8:12 d1 1 STUCCO : FINISH(TYP) . , FINISHED FLOOR 11FINISHED FLOOR Lj k1VER. S1v-"- E - - - L= c� GFA PE 36"h RAILING 4x4 P0ST(TYP) Hom LS - - - - FKONT ELEVATION .. 1\00F FLAN Build With Confidence SCALE: 1/8" = 1'-0" F 414 Old Hard Road, Suite 502 SPRAY FOAM INSULATION AT 1200E DECK, NO VENTS REQUIRED Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 I DFGORAINF Lot 131 FINIAL(TYP) DIMENSIONAL SHEGLES�T ) Atlantic Beach SHINGLES TYP L 11 Country Club LL LLUL iulA Lee-Johnson Residence DECORATIVE FIMAL (TYP) HARD'[F FLANK—ALI U1 'L I I iil� 'a, I I I 1 11 1 1 LAP SIDING(TYP) 12 � 5 Roof Plan Elevations IULM 1626 Maritime Oak Drive Atlantic Beach, Fl. 32233 I � 12 2 8 Drawn By Sheet HEEL ON TRUSS ARJ CI,`RUS — - - PLATE HEIGHT HEEL Date 01-07-2016 -- - Scale . .:.. .. _ .. - ..111 __ 11 LATE HEIGHT -• .: . HorcH cur OPEN 1/4 — 1 0 .. :. .. .- ... .- .. . . _ _ RAFTER FAIL Of . . . .. .. . .... - . . . .. : . , .. •. ...:.�.;-• .. . . .. . . .. _ Plan est I W ndies- C 4" TRIM TYFI :. - .. - •' - . . Contractors 5hill v - ., .. . -' • ' - - .. . .. N nsioas erfyhand beeresponsible for dimendsions and Written dime 4X4 P T POST conditions of e _, . . :_ . :... •,. -' .. . . . . . _ th fob. o :. . 12X16 TYP. rolhy Or ,. ..... .. ... . ... .. .. . - .-... . . .. ... ::.'.:...- - .. . . tdher�col yrights In theses la 55de5i cns andnideas. STUCCO Northeast Florida :. ghts and P g S T pe plans esigns and ideas are not to be copied or changed in any NI5H(TYP) FINISH YP P co The d manner or form whatsoever,nor are they to be assigned to any third - .. ,.. `. ... . � - . ..•.,: , . . . . , ., ... . ....... .. '. ... - - .. ... . . - .. P rmisslon from party without first pre writ Nort east Florida Delgn Inc D L � FINISHED FLOOR G:^APF — - - - - — Northeast 1262' Sin ®se Blvd "X2"OVER 30"x60"FIXED SAHAMA SHUTTER(TYP) KIGHT SIDE EVATIONSuite 702 x a LINTEL OFFI E CJacksonville,FL 32223 6"SILL (TYP) Florida Design,Inc. ®q,26®,331 I II NOTES 1. COVERED PORCH 2. 16S.G.D. DECORATIVE DIMENSIONAL FINIAL(TYP) FIBERGLAS`, SHINGLES(TYP) DECORATIVE HARDIEPLANK FINIAL(TYP) SIDING(TYP) 111111 Jill 111111 1111 111 11111 11 Jill I I LLLLU � I tuLiLLLIL 12 . II 3 HEEL ON TRUSS 0"BAND III HEON TRUSS — - - - - REVISIONS - - - - 01.20.16 EP CORFECT POPCH PLATE HEIGHT !� .. . :. ..:.. . :: PLATE HEIGHT - - - - - - - - - L TE HEIGHT . . .. . :.. .. - .: :. .. : - ... :. ` PORCH PLATE HEIGHT, HOTCH CUT OPEN .:.: : ..... . 4X4 P.T.P051 :. . .. RAEI ER 1 AI WRAPPED TO - 12X16 TYP. __ 1 X 8 LIN]F L •. .. . . .. .. - 1"X 2"OVER _ i i� X201ER 8LINTEL. :. o6 SILL 1 S'Ll-CCO : .- - FINISH(TYP) FINISH TYP I V E R. E - - - - -. •-. -.. :- ,.: FINISH FLOOR FINISHIDFLOOR ,•. . . . ..; .- . . .. - - - - 1C)GBADI LEFT S I P S ELEVATION _ 3"BAND \-36"h RAILING 0 STUCCO Build With c`onf'idence FINISH(TYP) 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office. (904) 264-6553 Fax.„ (904)269-2729 Lot 131 BUILDIPJGHEIGHT Atlantic Beach 12"X42"LOUVERED VENT(TYF) Country Club ATTIC VENTILATION AREA CALCULATIONS HARDIE PLANK LAP SIDING(TYP) BOARD AND BATTEN SIDING Excerpt of the 2014 Building Code,Residential 12 (TYP) 8806.1 Ventilation required. 10 Enclosed e attics and enclosed rafter 5pac5-Formed where ceilings are applied directly to the HARDIE PLANK LAI' underside of roof rafters Shall have cro55 ventilation for each Separate Space by ventilating openingsS[DING(TYP) Lee -Johnson s+ (�ence protected against the entrance of rain or Snow.Ventilation openings Shall have a least dirnen5ion of ohn5®n Residence 1/16 inch(1.6 mm)minimum and 1/4 inch(6.4 mm)maximum.Ventilation operirg5 having a least dimension larger than 1/4 inch(6.4 mm)Shall be provided with corrosion-re5i5tarnt wire cloth 12 PLATE HEIGHT _ _ _ — — Screening,hardware cloth,or Similar material with openings having a least dimension of 1/16 inch(1.6 5 r— 10"BAND mm)minimum and 1/4 inch(6.4 mm)maximum.Openings in roof framing members Shall conform to the requirements of Section 8802.1:8.Required ventilation openings Shall open directly to the outside air. 12 HOTCH CUT OPEN Elevations Exception:Attic ventilation Shall not be required when determined not nece55ary by the code official RAFTER TAIL 8 due to atmospheric or climatic condition5. 12 4 T81 (TYP)- 5 T P) 1626 Maritime Oak Drive 8806.2 Minimum venC area. M The minimum net free ventilating area Shall be 1/150 of the area of the vented Space. ' DIMENSIONAL Atlantic Beach, Fl. 32233 ftBE8GLA55 p Exce tion:The minimum net free ventilation area Shall be 1/300 of the vented Space provided one or more of the following conditions are met: HEEL CN TRU55 SHINGLES(TYP) :.. e Zones 6 %and 8 a CIa55 1 or II vapor retarder i5 installed on the warm in-winter Side of a� o wn Sheet L In Climate p PLATE HEIGHT :.. :'`' FINISHED FLOOR Dra By t the ceiling. — — — — — - - �-� . . • - .. ARJ HEEL NTRU55 Date 01-07-2016 2.At least:40 percent and not more than 50 ercent of the required ventilating area i5 provided by r°ice p p ventilators located in the upper onion of the attic or raft=er Space.Upper ventilators Shall he Pp P PLATE HEIGHT - - - - - - located no more than 3 feet 914 mm below the ridge or highest point of the Space,measured PLATE HEIGHT ( ) Scale = 1 -0 vertically,with the balance of the required ventilation provided by cave or cornice vents.Where the 1�4�� �� y location of wall or roof framing members conflicts with the installation of upper ventilators, Of nstallation more than 3 feet(914 mm)below the ridge or highest point of the Space Shall he an Pl West Indies-C 6 • ,•. . .,: -. 1"X 2"OVER 8806.3 Vent and ir5ulation clearance. - 1 X 8 LINTEL Where cave or cornice vents are installed,insulation Shall not block the free flow of air.A minimum of �� 4X4 P.r.POST G d at the rV �� WRAP EDT 0 ° Written a 1-inch(25 mrn)Space Shall be provided between the insulation and the roof 5hcathing, 16X12 YP. 6"SILL o dimen5ion5 Shall have precedence over Scale dimen5ion5. ocation of the vent. Contractors Shall verify and be responsible for dimen5ion5 and i te o BAND co 3ndi ons of the b. . Northeast Florida Design,Inc. hereby re5erve5 its common law STUCCO copyrights and other copyrights in these plans,de5ign5 and ideas. FINISH(TYP) ST000O These plans,de5ign5 and ideas are not to be copied or changed in any 51'RAY FOAM INSULATION AT FINIS ( ) H TYP manner or form whatsoever,nor are they to be assigned to any third EINISHE FL008 FINISHED FLOOR party without first obtaining the expre55 written permi55ion from ROOF DECK, NO VENTS REQUIRED _ _ _ _ - - - - - - ort east Florida q . , o N hDesign Inc.I `• - GRADE FEAR ELEVATION 12627 San Jose Blvd Suite 702 OWFICE COPY orrheast: Jacksonville, FB 32223 Florida Design,Inc. 904,260,3319 III NOTES 1. (2) ADDT'L RECESS LIGHTS IN KITCHEN 2. (2) PENDANT LIGHTS OVER ISLAND J. (4) RECESS LIGHTS IN FAMILY ROOM 1 7 4. (2) SCONCE LIGHTS AT LANAI 5. ADDT'L LIGHT IN BATH #4 ——- ——— — ————— ——— —— 6. (2) RECESS LIGHTS AT FRONT PORCH - - -- - - [7AHIJ- - - - - ------_ �- - --- —v- ---- 7. CLG MOUNT LIGHT OVER TU13IN OWNERS '/---- �srRVICF----� GAS BATH ILO RECESS LIGHT STuI� I 8. 2 RECESS LIGHTS IN OWNERS BATH FORAH {} ORu I �YI�FI Pit-w1�r=& I I g. (2) ADDT'L LIGHTS OVER SINK IN OWNERS '\-_ -_---Q BRACE ONLY I I 9. (2)II --- I I [3ATH PREWIRE& BRACE ONLY O TO LIGHT& II PREWIRE'& ----- ------ -------- -` I 0 BRACE ONLY / i i qPTIIQ9 Q D, \ + ---- ----------------- I , PREWIRE& c::K V� O r/ 1 ; 5 i BRACE ONLY J I I � I 0 _.._ - - - - - -- - - - - // I A/C I i SECURITY —I j COMP. m \ II S I & PREWIRE i 11 -_ ' PREWIRE& \ I r�rl REVISIONS BRACE ONLY 0 , \ 5ERVICF OUTLET CORRECT PORCH PLATE HEIGHT 01.20.16 LP co O I II I ' ,, ,,,-' FOR A/C COMP. ff I I I i r — — — — — — — — — — — r \ i J , I I � � I 1 I GOO CFI I " I " E � —— — -- o / II �_ II I ^\ �� � 1 ❑ �� 1VEKL'3 L) G}I '' -0 O GFI I I i II i I / / \ o \ / b DlW IOM LS 2nd FLOOf� E FLAN \ \ TO LIGHT & _� 36 GAS / \ \ \ SWITCH ABOVE + RANGE W/ M/W \ , Build With Confidence LC r MICRO HOOD CIRCUIT + I ------�' ' i 414 Old Hard Road, Suite 502 WF/GT-1 LL Fleming Island, Florida 32003 ST - - T B —— — Office: (904) 264-6553 Fax: (904)269-2729 I �-�--�__ _ i � W e i Q — _ 1------ L ---J o , - ° ' /� GAS WH Lot 131 -- - GAS Atlantic Beach —— —— W/S LOCATE !, STUB 0 C0 OO rl LOOP ————— PANEL BOX i I 11 Country Club 6F, o I I L-----J / r \ ------ Lee-Johnson Residence PREWIRE& BRACF ONLY ELECTF\'ICAL LGND 110 DUPLEX OUTLET(AFCI PROTECTED) CEILING MOUNTED LIGHT ' Electrical Plans HALF-SWITCHED OUTLET p PULL-CHAIN I I ----------"" ,,-' 1626 Maritime Oak Drive GFI DUPLEX OUTLET 0 WALL MOUNTED LIGHT Atlantic Beach, Fl. 32233 G.D.O. G.P.O. ' e INSTALL INSTALL @T-1mo,.,WEATHER PROTECTED OUTLET (a RECESSED LIGHT FIXTUPEI I ' Q --------- ' =@-- CEILING OUTLET SPOTLIGHT I I __---------"- II Drawn By ARJ Sheet I I ® FLOOR OUTLET EXHAUST FAN W/ LIGHT I I I Date 01-07-2016 220 OUTLET E] EXHAUST FAN ------ -- ---- ---- -- - ----- �' Scale ELECTI\ICAL NOTES 1 + 1/4" = '-0" 4 SPECIAL PURPOSE OUTLET ® FLUORESCENT FIXTURE �' IRRIGATION Plan of 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED =LOOK TO CENTERED LINE OF THE BclRCurr OX TO I west Indies-C 6 j SWITCH CARRIAGE LIGHT BE: 12" AFF (GENERAL)- KITCHEN 44"AFF- BATHROOM 39"AFF (44"AFF WITH RAISED VANITY)-LAUNDRY 1\ G" ROOM 36' AFF- EXTERIOR WATERPROOF 12'AFF TO 42"AFF -GARAGE GENERAL f LJFFOSF-44" AFF- 3 3-WAY SWITCH DOUBLE FLOOD LIGHT 1 KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE Written dimen5ion5 shall have precedence over Scale dirren5ion5. 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. � ,, p $4 4-WAY SWITCH ® PANEL BOX 3. ELECTRICAL SWITCHES TO BE AT 42"CENTERLINE ABOVE FINISHED FLOOR. - ,, Contractors Shall verify and be re5pon5ible for dimen5ion5 and 4.ELI CTKICAL PLAN I5 INTENDED FOR BID _PURPOSES ONLY. AL WORK SHALL BE DONE IN STRICT - conditions of the job. $0 DIMMER SWITCH 0 SMOKE DETECTOR ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION& SIZING OF ALL ELECTRICAL,WIRING& Northeast Florida Design,Inc. hereby reserves its common law TELEPHONE co CARBON MONOXIDE DET. ACCE559RIES. copyrights and other copyrights in these plans,designs and ideas. 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCUKDANCE WITH 2014 FLORIDA BUILDING 15t F ELECTRICAL FLAN These plans,designs and ideas are not to be copied or changed in any manner or form whatsoever,nor are they to be assigned to any third rN CABLE TV CODE, SECTIONS 8514 AND 8315 1 6. PROVIDE AFC15 (ARC FAULT INTERRUPTERS) IN DWELLING UNII BRANCH CIRCUIT LOCATIONS PER FBCR " party without first obtaining the express written permission from Northeast Florida Design,Inc. PREWIRE & [3RACE E3902.12 CEILING FAN WITH LIGHT 7..GF15 (GROUND FAULT INTERRUPTERS)FOR WATER AREAS AND OUTDOOR CIRCUITS PER FBCK E3902 8.A.LI- PERMANENT INTERIOR LIGHTING 15 100% HIGH EFFICACY FL/LED LAMPS PER FBC EC 8404.1 12627 San Jose Blvd Suite 702 OFFICE . a ortheast Jacksonville, FL 32223 I Florida Design,Inc. 9®4.26®,3319 I I I i NOTES i " INSTALL SHINGLES OVER I FLANGE @ HEAD — VALLEY SHINGLE INSTALLATION: fP FIBERGLASS SHINGLE INSTALL SHINGLES USING WEAVE METHOD ENO OPT.PROVIDE LEAD VENT ROOFING OVER 15#FELT 6 BOOT WITH INTEGRAL FLANGE I I I OVER 7/16"OSB OVER 1.EXTEND(1)FULL END SHINGLE MIN.12"PAST ECS GGEEO\Np BOOP O °\�� PRE-ENG WD TRUSSES VENT STACK,SEE PLUMBING I INSTRUCTION FOR ADDITIONAL IN INSTALLATION I SV ppURSE �\ FOR SIZE&LOCATION i INFORMATION j SHOE Q ° �� PREFORMED FLEXIBLE BOOT 2.DO NOT NAIL 6"MIN.FROM VALLEY CENTER LINE FLASHING W/INTEGRAL �FLANG I // TEMPORARILYO SET IN PLASTIC ROOF CEMENT CUT WEATHER FSECURE WEATHER EATHER/ i BARRIERBARRIER(OR TUCK FLAP ERLP ° o INSTALL FLANGE OVER 45°ANGLE UNDER)@HEAD \P 4 VNO VM SHINGLE BASE I I FIBERGLASS SHINGLE KEO GE I ° @ I ROOFING OVER 15#FELT a5° RP EO I ° OVER 7/16"OSB OVER 7„ 4 PRE-ENG WD TRUSSES WEATHER BARRIER. 24"WIDE METAL VALLEY MODIFIED rcunN 1L7 y I FLASHING OVER 15#FELT EPEE pE LINE OF WINDOW OPENIN FOLD WEATHER BARRIER IN AT JAMBS AND SILL MECHANICALLY S, FASTEN 6 FANNED EDGE(CAP,NAIL STAPLES)IF REQUIRED BY FLASHING MANUFACTURER p NOTES: UNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH OVROVE WDSTU WALLTHER NSTALLHIWIDE BARRIER OVER SHEATHING­ SELF-ADHERING FLEXIBLE MANUFACTURERS WRITTEN INSTRUCTIONS ovERwosTuownu MEMBRANEFLASHINcLL B ' slu EXTEND FLASHING UP 2.APPLY ROOFING CEMENT OR SELF-ADHERING JAMBS s°MIN. FLASHING OVER FLANGE AT HEAD ONLY STEP 1 STEP 2 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 i &EACH OTHER IN A 4"WIDT OF ASPHALT PLASTIC ROOF FIBERGLASS SHINGLE ROOFING OVER CEMENT WALL SHEATHING UNDERLAYMENT ' INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE AT % STUCCO/CV FINISH HEAD I NON-CORRODING ASSEMBLY W/15#FELT GALVANIZED METAL OFF-RIDGE I MTL EAVE DRIP OVER APPROVED WEATHER VENT WITH BAFFLE.SET IN APPLY 3!&"NOM. TRIM 6"-7"FROM END BARRIER PLASTIC ROOF CEMENT OR coNTNUOUSBEADOF I INSTALL 4"WIDE 5" OF FIRST SHINGLE > LAP FELT AND WEATHER SEALANT SEALANrATJAMBS&HEAD I : I NSTALLWINDOWPLUMB, SELF-ADHERIN TRIM TABS FROM ALL ''> BARRIER OVER VINYL OWNAILYT°BAGEI I I LEVEL&souAREPER MEMBRANE FLASHING WINDOW NAILING FLANGE IN I I MANUFACTURERS WRITTEN OVERNAILING FLANGE @ STUCCO STOP/WEEP SCREEN LINE w/PRE-PUNCHED INSTRUCTIONS JAMBS STARTER COURSE EXTEND 15#ROOFING FELT SHINGLES HOLES-------- SHINGLES R SLOTS I � I UP WALL 7"MIN. INSTALL OFF-RIDGE \ I I STARTER COURSE ^ 5x5 METAL FLASHING OVER VENT FLANGE OVER — -- I REVISIONS z ^ _ROOFING FELT(NAIL TO SHINGLES AT BASE z z ROOF DECK NOT WALL 7116"OSB OVER `- CORRECT"PORCH PLATE HEIGHT 01.20.16 LP SHEATHING EXTEND MEMBRANE PRE-ENG WD I FLASHING MIN.1"BELOW CAP SHINGLE-DO NOT NAIL TRUSSES SRL FLEXIBLE FLASHING N INSTALL WITH ROOF CEMENT i PLACE SHINGLES CLOSE SHINGLE ROOFING ^ I TOGETHER BUT \ NOTES: CROWD S4 TEP STEP 5 STEP 6 ALONG RAKES,CEMENT ROOFCEMENT— SHINGLES TO UNDERLAYMENT �i '" 1.INSTALL IN STRICT ACCORDANCE WITH &EACH OTHER IN A4"WIDT MANUFACTURERS WRITTEN INSTRUCTIONS OF ASPHALT PLASTIC ROOF i� \ CEMENT i� \�� 2.APPLY ROOFING CEMENT OR SELF-ADHERING FLASHING OVER FLANGE AT HEAD ONLY I i NON-CORRODING ��' PLACE SHINGLES 3/8" MTL EAVE DRIP i! OVER EAVE&RAKE FOLD &TAPE DIBARRIERDIAGONAL INSTALL 4"WIDE DOWN&TAPE DIAGONAL EDGES TO PROVIDE DRIP WALL FLASHING DETAIL - STUCCO OFF-RIDGE VENT FLASHING DETAIL °DT&AQRQBBWIND W WINDOW SELF-ADHERING I MEMBRANE FLASHIN N.T.S. OVERNAILING FLANGE @ FIRST COURSE HEAD \�\ SEAL WINDOW FRAME TO ! N.T.S. EXTEBRANEND SELF-ADHERING MIN" : \\ INSIDE OF R.O.WITH ,. MEMBRANE FLASHING 1" MIN.BEYOND JAMB FLASHING SEALANT AT 12'UP ANDA MINIMUM IT UP BOTH y E STUCCO/CV FINISH NOTE: 1.. DAM..TO BA BACK ASSEMBLY 1.WINDOW INSTALLATION& MIN." LOW EXPANDING FOAM WALL SHEATHING FLASHING DETAILS ARE FRAME WITH SEALANT OR � LAP BARRIER OVER NAILING CONSISTENT WITH ASTM2112 WHERR. S' I D E IF E REQUIRED ROD SYN WD SIDING OVER METHOD A-1 EXCEPT WHERE REQUIRED) APPROVED WEATHER FLANGE SELF-ADHERING MEMBRANE BARRIER FLASHINGS ARE USED. 11-1/2"t0 12-1/2" 11-1/2"t0 12-112" 1"to 1-112" LAP WEATHER BARRIER OVER VINYL DRIP/WEEP SCREED 1'to 1-1/2" CONTRACTORS — — — — — METAL FLASHING AND SECURE 2.IT IS THE INSTALLATION I Is — — — — — — I RESPONSIBILITY TO VERIFY H L O o o WITH STARTER STF°" `` 5'x5"METAL FLASHING THE COMPATIBILITYOFALL I KICK-OUT PRODUCTS INCLUDING EXTEND 15#ROOFING FELT I WEATHER BARRIER,SEALANT UP WALL 7"MIN. FLASHING(SEE _ I DETAIL) I 8 SELF-ADHERING FLASHING MATERIALS USED DURING INTERIOR VIEWBuild y jy,/'} • yy] Confidence �^�{�^y • .y Z ^ I I I CONSTRUCTION. �+ u 2 f�4'L W t A� Lw o e;f A�c e j 2 z 5x5 METAL FLASHING OVER `- I STEP 7 STEP 8 STEP 9 ,✓ Z I ROOFING FELT(NAIL TO ROOF I 3.INSTALL ALL MATERIALS PER DECK NOT WALL SHEATHING) EXTEND KICK OUT 2" i MANUFACTURERS WRITTEN 414 Old Hard Road SHINGLE NAILING N BEYONDFASCIAh`�1r11 I I sPEaFlcnnovs. , CAP SHINGLE-DO NOT NAIL L INSTALL WITH ROOF CEMENT o WARNING: Suite SO2 \ SEALANT/FLASHINGS MAY REACT ADVERSELY IF NOT Fleming Island Florida 32003 ROOFING DETAILS SHINGLE ROOFING COMPATIBLE. ROOF CEMENT FELT UNDERLAYMENT O11 ffice: (904) 264-67553 N.T.S. SHINGLE ROOFING Fax: (904)269-2/29 MTL DRIP EDGE NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, FOR SLOPES BELOW 4:12,ALL ROOFING UNDERLAYMENT FASCIA NOTE:INSTALL FLASHING AT BOTTOMTTOM OF SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED ROOF&WALL INTERSECTIONS WATER TIGHT BY THE SHINGLE MANUFACTURER FOR USE ON LOW SEAL WINDOW FLASHING INSTALLATION DETAILS Lot 131 SLOPE ROOFING PROJECTS WALL FLASHING DETAIL - LAP SIDING WALL/KICKOUT FLASHING DETAIL N.T.S. N.T.S. N.T.S. Atlantic Beach Country Club I i APPROVEDWEATHER -. Lee Johnson Residence BARRIER OVER W[>- - .. SHEATHING I INSTALL DOORPLUMB, LEVEL&SQUARE PER MANUFACTURER LINE OF DOOR OPENING I INSTRUCTIONS FOOF I RU551E5 ( - CUT EHER BARRIER _ w - FOLD WEATHER Ir�I BARRIER IN AN AROUNDJAMBS Flashing Details 2x4 BLO:CWG REQt1RL' .. ?MEL JON _ ( - SET THRESHOLD IN 1626 Maritime Oak Drive BED OF SEALANL APPLY SEALANT AT Atlantic Beach Fl. 32233 -- CORNERS&FRONT EDGE 7 OF THRESHOLD SL Dc_-. BASEIAYER: 5/8'PEN5GLA55FNFGUARD54_AIHING STEP 1 STEP 2 STEP 3 Al TAGH WI I H(2)1�'TYPE"W" DKYWAI 1 1 50 NOVG - ; yawn Y ARJ ATrACHFD WITH I J'TYPE"G"DRYWALL Sheet FALL LAYLR: NOTE:AT UNPROTECTED DOORS,BOTTOM 5/8"DFN5GLA55 FIREGUAFD SHEATING H1/4th OF JAMBS SHALL BE COMPOSITE,P.T. SCRI ws�12"oc. OR OTHER DECAY RESISTANT MATERIAL 01=1`5[7 JOINFS IN BASF AND FACIE I-AYER 24" - Date 01-07-2016 INSTALL 4"WIDE SELF-ADHERING MEMBRANE FLASHING OVERLAPPING Scale .. DOOR FRAME 1/4" 1/411 11-011 NOF[': DESIGN BASED ON GA F11 F No,RC 2002 / - 4" Plan of 4'' V - EXTEND SELF-ADHERING - WeSt Indies-C MEMBRANE FLASHING 1"MIN. .... MIN. - INSTALL 4"WIDE BEYOND JAMB FLASHING -- -- SELF-ADHERING MEMBRANE - - FLASHING OVERLAPPING - DOOR FRAME 1/4" .. - 5E ` HOUR FIRE RATED(UNDERSIDE ONLY)SOFFIT AS NEEDED CABI_C INHERE SEPP.RATION DISI Al OF 01_RHANG I5 I_LSS I HAN 5'AND MORE THAN 2'1`KOM PROPERTY LINE Written dimensions Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be responsible for dlmen5iOH5 and conditions of the job. ALTFRW,TE t I SEE DOOR DETAILS FOR UL S D 51 -FIT ASST M LI._ WHICH M�-LT FINISH TRIM DETAILS Northoa5t Florida Design,Inc. hereby re5ervc5 its common law UL ETA TRh A FOR(1)HOUR copyrights and other copyrights in these plans,de5ign5 and ideas. FIRE RATh�>ARE P�RMITI"ED STEP 4 STEP 5 These plans,de5igrn5 and Ideas are not to be copied or changed in any manner or form whatsoever,nor are they to be a55igned to any third party without first obtaining the expre55 written perrni55i0n from Northeast Florida Design,Inc. DOOR FLASHING INSTALLATION DETAILS N.T.S. 12627 San lose Blvd °, th Suite 702 oreast Jacksonville, FL 32223 ' '� J Florida Design,Inc. 904.260,3319 DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREI ENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX NOTES 3,4 NOTES 1,4,5,6 ST-1......................STRUCTURAL SPECIFICATIONS DTT2Z (8)Y4"x 1 Y2"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN Building Cods th C7 STUCCO AND DIRECTLY MIN 7/fi'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8 i CS18/CS18 (9) 10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN Florida Building and Residential Codes,5 Edition(2014) O Z (NOTES 2,3) /"O x 4/"EMBED EPDXY OR SCREW ANCHOR ADHERED STONE ST-3A....................1ST LEVEL ROOF FRAMING PLAN � _ COMMON: 6"O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD. 2x4.BLOCKING IS REQUIRED AT Code for Design Loads FW- F- (NOTE 6) UNSUPPORTED PANEL EDGES. HTT4 (18)0.162"x 2 Y2'IN STUD/BEAM/TRUSS, ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) ANSI/ASCE 7-10 w = (NOTES 2,3) 5/a'f71 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MTS12/MTS12 (7) 10d x 1 Y2'EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) ROOF LOADING...............................................C -1.25 Q � MIN 7/e"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8 ST-5.......................TYPICAL WALL SECTION SHEET Cd- 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 2"IN STUD/BEAM/TRUSS, ST 6......................SECTIONS AND DETAILS TOP CHORD LIVE LOAD......................... .........20 PSF a. Q (NOTE 8) 5 MS24/MSTA24 (9)10d COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) C0 TOP CHORD DEAD LOAD....................... .........7 PSF REQUIRED AT UNSUPPORTED PANEL EDGES. (NOTES 2,3) /"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) LEGEND BOTTOM CHORD LIVE LOAD 20 SDS Y4'x 3" SCREWS IN STUD GROUP CV ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) MIN 15/2'32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION HDQ8-SDS3 ( ) OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ATTICS WITHOUT STORAGE....................... 10 PSF Y z N TILE ROOF 1/"DIA.x12"EMBED ANCHOR IN CONCRETE MS36lMSTA36 (13)10d COMMON EACH END (+O Lu z � (NOTE 7) PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL ED ES AND ALTERNATIVE FOR THE APPLICATION SHOWN (NON-CONCURRENT) Lu = 8"O.C. IN THE FIELD UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL J BOTTOM CHORD DEAD LOAD............... .........5 PSF Q UJ (38)16d SINKERS INTO STUDS (11)10d x 1 2"IN TRUSS/RAFTER EOR ENGINEER OF RECORD O Ll_ f- MIN /6"24116 SPAN RATED OSB OR PLYWOOD INSTALLED WITH STHD14 HTS20/HTS20 O w O SHINGLE AND METAL ROOF (WET EMBED) 11 10d x 1 / IN TOP PLATE AND/OR STUD cV - _ 0 mCl) ? (NOTE 9 LONG DIMENSION PERPENDICULAR TO SUPPORTS W!8d RING ( ) EW EACH WAY � - WIND LOADING.................................................C 1.60 ) SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. OSB ORIENTED STRAND BOARD � C Cd LTT20B 10 10d x 1 2"IN STUDS _ ASCE 7-10, 3S GUST........................................130 MPH FLOOR DECK SHEATHING: 23 � ( ) HA4/H2.5T (5)8d x11 2"IN TRUSS WSP WOOD STRUCTURAL PANEL � W BASIC WIND SPEED /32"T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. IN THE (NOTE 2) /"x 6"EMBED EPDXY OR SCREW ANCHOR (5)8d x 1 / IN TOP PLATE SYP SOUTHERN YELLOW PINE � 0 (NOTE 5) FIELD. EXPOSURE CATEGORY.................................. C SPF SPRUCE-PINE-FUR O BUILDING CATEGORY..................................... II MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS /8d PORCH CEILING BOARD SHEATHING: ABU44 (12)16d COMMON& 5/"x HA8/H8 7"DRILL&EPDXY (5) 10d x 1 2"IN TRUSS CONT CONTINUOUS - ENCLOSURE CLASSIFICATION...................... ENCLOSED COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. (5) 10d x 1 2"IN PLATE O.C. ON CENTER INTERNAL PRESSURE COEFF........................ 0.18 LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER;1 3/4"WIDE, UNO. N C&C DESIGN PRESSURES.............................. (SEE TABLE 1) "SW"DESIGNATED SHEAR WALLS: MIN /6"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMM N: 3" (12) 16d COMMON& %"x 7"DRILL&EPDXY (9) 10d x 1 Y2"IN STUD 04 O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL DGES), ABU66 TSP (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO WIDE 1 3/4"BEAM) N - (NOTE 8) 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). (12"EMBED AT GARAGE DOOR RETURNS) (6)10d x 1 Y2'IN PLATE LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE co � PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. J FLOOR LOADING..............................................Ca=1.00 HU48,HUC48, 14 16d COMMON IN HEADER LL N NOTES: ( ) QTA QUICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORS TOP CHORD LIVE LOAD..................................40 PSF 15 HU28-2, HUC28-2 6 10d COMMON IN BEAM SPH4/SPH6 (12)10d x 1 2"IN STUD - O TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN /32"CATEGORY(32/16 SPAN RATING), 10d RING SHANK NAILS IN LIE OF 8d RING O QTB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS W LO BOTTOM CHORD LIVE LOAD:..:.. SHANK NAILS. (0.148"x3"LONG). QTG QUICKTIE GREEN,SEE TABLE 6:UPLIFT ANCHORS -� ....0 PSFHU410, HUC410, J N "'"...... 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, (6)10d COMMON IN TOP PLATE QTO QUICKTIE ORANGE, SEE TABLE 6:UPLIFT ANCHORS - +� 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. (10) 10d COMMON IN BEAM DSP (8)10d COMMON IN STUD/HEADER > ■ 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF HUC210-2 INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS Z SPECIAL FLOOR(GAME ROOM)LOADING....0 = 1.00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. (4)SDS Y4"x 1 2" SCREWS IN TRUSS/RAFTER QGT 1 OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS � a- (18)10d x 1/z IN TRUSS W/QUICK TIE UPLIFT ANCHOR (/) TOP CHORD LIVE LOAD................... 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 Cn - 6 ............. ..60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP ( ) BOTTOM PLATE ANCHORAGE IS Y2'ANCHOR 8'-0"O.C. (UNO ON FRAMING PLAN OR SW Q � TOP CHORD DEAD LOAD...............I................ 10 PSF REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED_ BOTTOM CHORD LIVE LOAD...........................0 PSF 15 26 16d SINKER IN WALL FRAMING SPECIFICATIONS 6. /2"32116 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APR RECOMMENDATION PER APA TEC LAICAL ( ) QGT2 (30) 16d x 12°IN TRUSS W1 QUICK TIE UPLIFT ANCHOR ) BOTTOM CHORD DEAD LOAD........................5 PSF BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIOt S ALLOW, LGT3 (12)SDS Y4"x 2 2"IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN STRUCTURAL WOOD BEAM - MAXIMUM FLOOR TRUSS SPACING...............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE 7/6"24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXI 3LE VENEER C) _ WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . NOTES: DEFLECTION CRITERIA 7. 15/32"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. p FOUNDATION KEYNOTE CALLOUT W ROOF TRUSSES.............................................. LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32"APA RATED OSB OR EQUAL MAYBE USED TO SUPPORT--ILE ROOF. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. H ? Q TL/180 8. WOOD STRUCTURAL PANEL MAYBE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY):DGES. STUD COLUMN KEYNOTE CALLOUT U) ■ s 14- 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 STRUCTUROkL • QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) TO MATCH WALL FRAMING SIZE AND GRADE, UNO. D 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 2 STUDS CO 0 TL/240 ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. = p ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN U 3 TABLE 3: :MAXIMUM EXTERIOR WALL STUD SPACING IN O.C. 5. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. o! of `1 TL MAX /4' 1 DTT2Z F- BOTTOM OF STUD COLUMN CONNECTION Of6. POSITIVE PLACEMENT GUN NAILS,2 /"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN WOOD I JOISTS............................................... LL/480 NOTES 1,2,3 BASE ANCHORS,CS16,AND MSTA FLAT STRAPS. ° TL/240 STUCCO FINISH-U360 FLEXIBLE FINISH-L/120Q OR QT-REQUIRED FROM TOP PLATE TO SLAB. TL MAX 2" BEARING CONDITION WALL HEIGHT WALL HEIGHT TABLE 8: SPECIFIED SHEARWALLS .2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL Z &STUD TYPE NOTES 1,2,3,4 COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM 0 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT H NOTES: 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER 2x4 SPF STUD -- -- __ __ __ __ __ __ __ END STUDS TO TOP PLATE CONNECTION 2ND LEVEL TOP PLATE TO SLAB. FBC 1605.3.1.1. SW TYPE CONNECTION HEADER STRAPPING KEYNOTE CALLOUT U) 2x4 N0.2 SPF -- -- -- -- -- -- -- -- -- -- LID Z NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD d' X 0 } (2)2x4 N0.2 SPF -- -- -- -- -- -- -- -- -- -- `. SW1,SW2,SW3,SW4 QTB/QTO I� w w z p 0 _ TABLE 1 : COM PON ENT AN D \ \ III 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD Q Z) m 0 0 W LL Q z O 2x6 SPF STUD 24 24 24 24 24 24 24 24 24 24 p w y I- w 0 2. QTB/QTO MAY BE SUBSTITUTED W/(2)MSTA24/MS24,(2)H8,OR(2) 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION d' w z = p p p p CLADDING DESIGN PRESSURES 2x6 NO.2 SPF 24 24 24 24 24 24 24 24 24 24 III DSP. •IST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP LIS in ❑ - z 0 w p m QTA RADDITIONAL QTA EQUIRE FOR ROO®LOAD BEAR NG WAL SONPER TYPICAL WALL O), SHEET ST-5. •2ND LEVEL GROUP TO 9 ST LDEVOEL STUDS/HEADER BEAMPPING UIRED FROM 2ND LEVEL STUD 0 W F W o m W o Q w En Q 2x4 SPF STUD - -- -- -- -- -- -- -- -- ` III Ir 0 w W tL p LU m I, WINDOWS AND DOORS Z 0 a w 0 2x4N0.2SPF IY F- xi,- p w - po EFFECTIVE ZONE DESIGNATION Q °C �� III (2)ADDITIONAL WALL STUDS REQ. FOR QTO NUMBER OF HOLDDOWNSlSTRAPS AT BASE OF KING/JACK GROUP W 0 a m a } W w F- W _j m o z 0 O 13 (2)2x4 NO.2 SPF -- -- -- -- - -- -- -- -- III Cn z a ❑ m - w WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) O -- END STUD GROUPS LU Q F Q w = w Ln p m Li m 2 O 2x6 SPF STUD 24 24 24 24 24* �24 24 24 24 24* ir HEADER FRAMING KEYNOTE CALLOUT Z Q 2 � m [] WF-m � F � z W Q w 0-20 ft +24.61 -26.70 +24.61 -32.95 SW TYPE NUMBER OF STUDS �/} F F 0 Q 0 w 0 z w a 0 n ❑ 2 2x6 NO.2 SPF 24 24 24 24 24 24 24 24 24 SWI,SW2,SW3 2 (2)2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING p W w a I p 0 w p pQw21 -50 ft +23.42 -25.51 +23.42 -30.58NOTES: SW# C0 [� Qmrwjpz � wzto0Q � w 51 -100 ft2 +22.01 -24.09 +22.01 -27.74 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON x SW4 3 NUMBER OF JACK STUDS EACH SIDE OF OPENING z z p w F- -W C3 0 Q F w w L w E 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP W w X z m ¢ x w t7 2 PLAN. III REQUIREMENT. SIZE OF HEADER(ALL HEADER TO BE NO.2 SYP W w Z w Fw- o ❑ m w W 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 UNLESS DESIGNATED AS WSP) Z z w w a 2 z z p F z m F z 3. (*)STUD SPACING IN TABLE DESIG14ATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL END ONES TO BE I > z Q 0 - - a O 0 m Q w 0 DOUBLED, FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4'END ZON LOCATIONS. III END STUDS CONNECTION(NOTES 5,6,7) NUMBER OF PLIES IN HEADER 0 z p 0 z } IL m w I � N ? z VINYL SOFFIT MAX PRESSURE(psf) +23.5 -30.74 Z Q m z - m 4 z 3 - Q GARAGE DOOR PRESSURE SEE FRAMING PLAN TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTEN ERS I N III III SW TYPE 1ST LEVEL 2ND LEVEL STRAPPING ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT W W z p - w I- N w Q W p III III HOLD DOWN (IF QT-NOT APPLICABLE) Q = I Z z 14 n w f w Q w NOTES 1,2,3,4 PRESSURE TREATE TED LU BEp III III SW1 QTB OR DTT2Z MS36/CS16/MSTA36 (2)9 1/2"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING -��, Z w Q E 0101 o p o DIAMETER LENGTH r R �7 R R /"1 R I I SW2 QTG OR HTT4 (2)MS36/CS16/MSTA36 0 p F ? 3 N a m Q ❑r7 F p p III - NUMBER OF JACK STUDS EACH SIDE OF OPENING J 8d COMMON 0.131" 2%2 I I SW3 QTO OR HITS (3)MS36/CS16/MSTA36 ILL PRESERVATIVE FASTENER TYPEI III SW4 HDQ8 (4)MS36/CS16/MSTA36 HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42 Z SHEET NO.: 8d RINGSHANK 0.113" 2-3/8" 10d x 1 1/" 0.148" 1%2' ACZA STANDARD CARBON STEEL III III DEPTH OF HEADER _ ST-1 O END ZONE KEY MAP P 10d 0.131" 3" STAINLESS CONNECTORS AND BOTTOM PLATE ANCHOR SPACING(NOTE 7) NUMBER OF PLIES IN HEADER(1 3/4"WIDE UNO) I- f� II �V A SODIUM BORATE(NOTE 1) - O STRUCTURAL 10d COMMON 0.148" 3° FASTENERS REQUIRED. SW TYPE MAX ANCHOR SPACING END ZONE:END ZONES SHALL BE TAKEN 12d COMMON 0.148" 3%4' CONNECTORS MUST AVE SW1,SW2 3/"DIA. @ 24"O.C. OR Y2"DIA. @ 24"O.C. PRE-ENGINEERED TRUSSES & I-JOISTS a SPECIFICATIONS AS THE 1ST 4.0'PER IRC FIGURE R301.2 7 Z-MAX, G120 OR TRIP E ZINC 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL 0Z 16d SINKER 0.148" 3-y4.' ALL OTHER PT (NOTE 2) SW3 3/"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 O 16d COMMON 0.162" 3-Y2" (INCLUDING ACQ& MCQ) ALL FASTENERS MUST BE HOT SW4 3/"DIA. @ 12"O.C. OR 2"DIA. @ 16"O.C. DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD U RS01 555 NOTES: NOTES: DIPPED GALVANIZED. FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY Q 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 BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS SUBDIVISION: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE 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 COMPLETE. 0 Atlantic Beach SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3,SW4,OR SWB ON THE PLAN. 2. TRUSSES ORI JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION,SPACING, BEARING LOCATION J F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE B EEN 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. ILL Country Club BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FAS ENERS. 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,G90 GALVANIZ=D EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS.. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECON DURING THE U /o LOT NO.: A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY BE USED IN CONTACT WITH WB 4ORD AND TAKEN INTO CONSIDERATION RESSURE 4. S -SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. SHALL NOT EXCEED 75 OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL, HOWEVER THIS APPLICATION MUST 5. 2ND LEVEL SW'S-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. SUCH,THE REPORTED UPLIFTS IO THE TRUSS Z 131-1 SHOP DRAWINGS MAY BE DISREGARDED. 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. 5CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. } FLOOR PLAN: SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIAL. • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD . (D DOWN. 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND 0 West Indies-C G 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 L TABLE 6: QUICK TIE CONNECTORS h 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON. SCREW IN CRITERIA,THIS SHEET. Z DESIGNED: NOTES 1,2,3,4, 5 ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. HEADER FRAMING = MLC/MJP CONCRETE/ MIN EDGE DISANCE CONCRETE AND FOUNDATION NOTES 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON @ 8 "O.C. I- REVIEWED: SYMBOL DESCRIPTION MASONRY TENSION CAPACITY MONOLIT IC 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 l& 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- 4.0 FT %"WIRE ROPE-3"STEEL STUD 23/4'/23/4' 910 LB. 1 2 Y4" 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 COMM Q REVISIONS DATE 1ST FLOOR END ZONE 4 ( ) @ 3"O.C. (TYP) TWO STORY 2"x 2"x Ya'"WASHER @ TOP PLT REENTRANT CORNERS. • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING ST BE FDESIGNATION © ONE STORY 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 16"WIRE ROPE-$"STEEL STUD 4"/4" 1,527 LB. 1 4' 2 Y4" 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 TWO STORY 2Y4'x 2Y4"x%"WASHER @TOP PLT 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 WAL CTION 00 LD 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 W 4"WIRE ROPE-2"STEEL STUD 4"/4" 2,839 LB. 2 4' 2 3/4' 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): j - © 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. >0 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%"INTO EACH SIDE OF HEADER OR O ONE STORY QTO(QUICK TIE ORANGE) ASSUMPTIONS. • FASTEN TRUSS DIRECTLY TO HEADER W/MTS OR HTS W/((14)10d x 1-Y2'(OR EQUAL APPROVED BY EOR). LU 16-6"WIRE ROPE_8"STEEL STUD 6"/6" 4,455 LB. 3" 5 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: F6 TWO STORY 3"x 3"x 3/6'WASHER @ TOP PLT SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. O V Z 5. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS NOTES: CONDITION EXISTS. TABLE 9. PLANK-ORIENTED HEADER REQUIREMENTSa z ? 1. POWERS AC100 TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE 10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR x -� 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. 0 ZP E AA 3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFER T 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM CONTINUOUS ROUGH OPENING WIDTH STUCCO FINISH-L/360 FLEXIBLE FINISH-L/180 "� p �' F _ TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, MAXIMUM 11' MAXIMUM 11' I- ® iJ� (NOTES 1,2) PLATE HEIGHT PLATE HEIGHT m ® ® I-- U 4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: CONTACT THE ENGINEER OF RECORD. U • EXTERIOR 2x4 WALLS: FRAMING NOTES W GREATER THAN 48"UP TO 75" (NOTE 3) (2)2x4 (2)2x4 LU E- < ® Q -QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS OR SHEATHING SPLICES, 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 Q GREATER THAN 75"UP TO 111" (2)2x6* (3)2x4 0 ��[[ 0 q � S UCTURAL -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 1/16'GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL Z U ...i U" U) EN NEERING • 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 PLANCO I o -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 0L U. 5 w -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WALL FRAMING ST DS) RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 0 u � O a .. ••, /' ��� .. 5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CABLE. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE GREATER THAN 75"UP TO I I V (2)2x6* (2)2x6* a 2304.91. o N �W ® U r +* GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. lar U tN W W 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 STUD GROUP W/MIN(6) 10d TOE-NAILS, EACH END. > _W 2ND FLOOR (TYP> END ZONE DESIGNATION 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. W X 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. LiC W `, ' 8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. 4. FOR PLATE HEIGHTS ABOVE 11% SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. Q �_ %Derek B.41ll`urray P E p ' 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. " " INEI '°. P E No,>71457 4 , STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. 0 -®1,27M20 `•; �: 4"CONCRETE SLAB W/ FOUNDATION KEYNOTES: GENERAL FOUNDATION NOTES 6x6 W1.4 x W1.4 WWF OR NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE FIBERMESH 44'-11" A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH p 8"x8"DEEP THICKENED EDGE EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL — — — 8"MIN 16'-8" 23'-8" 4'-7" A W/(1)#4 CONT AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR 28 MAX ""NOTE** 12"DEEP FTG W/#4 @ 12" EW CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. /�\//�?CTS 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT //�///0 \ \ \ \ \ BUILDER TO PROVIDE B UNDER BOX COLUMN, FTG TO BE SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL VAPOR BARRIER 12"MIN /\/\/\/\� TEPS TO GRADE PER PROJECTED MIN 6"AS SHOWN �/� •� • , l/\ '�\i/\\\j\�/\\�/\��j\�/\\\ 14'-10" 1'-10" ARCH PLANS FOUNDATION WORK MAY BE REQUIRED. M - - - - - - - - - - - - - - - - - - - 16"SQx12"DEEP FTG W/ 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN O (3)�EW ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL N i\ PLANS FOR LOCATION OF SLIDING GLASS DOORS. CV 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. M FOOTING TO BEAR ON 6"OPT. EXTENSION IN BRICK iv — — — — — — — — — — — — — — — — — Zv D 24"SQx20"DEEP FTG W/ SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. FIRM UNDISTURBED SOIL I— — — — — — — — LOCATIONS ON FND PLAN N D — — — — — — — — — — — — — — - — — p (3)#4 EW 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT p 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 30"SQx20"DEEP FTG W/ 6. SHOULD SITE FILL CONDITIONS ALLOW FOR SLAB AT GARAGE DOOR TO BAR IN BRICK LEDGE L A m (4)#4 EW RETURN APPROX.TO EXISTING GRADE, IT IS ACCEPTABLE TO REFER TO N ® RS 16"UNDER 2 STORY WALL I I ® FOUNDATION KEYNOTE"A",THIS SHEET,AND OMIT CONTINUOUS STEMWALL c WITH(3)#4 OR(2)#5 CONT I (2)TOTAL Q 36"SQx20"DEEP FTG W/ FOOTING BELOW GRARAGE DOOR. 2 @ SLAB ELEV o F (4)#4 EW ;' C 1 MONOLITHIC IF NG SECTION CONTROL JOINT (CJ) NOTES: 4 IF GROUND ADJACEN04 E T TO FTG SLOPES DOWN I 48"SQx24"DEEP FTG W/ AND AWAY FROM STRUCTURE STEEPER THAN G #4 EW T B 1. TIMING N (5) & M LL V-0"VERTICALLY PER T-0"HORIZONTALLY, ( NOTE 3 • CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE _i CONTRACTOR HAS TWO CHOICES: I I CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING LL. N THE COURSE AGGREGATE FROM THE CUT, MAKE THE CUT. LLI l� 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE • CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE J OF EOR TO PREVENT EROSION OF SOIL. ( I 2. USE STEMWALL FOOTING I ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF I- - - - - - - - - - - 2. DEPTH Z ■ � OR FIBERMESH I (n 0'6„ THE CUT SHOULD BEAT LEAST 1"DEEP, BUT NOT MORE THAN 1 %4'DEEP. 0 - ------ I----_- -- I I ^ --.a-- ------ s---_ 3. SEALING U 6 ro THE CUTS SHOULD BE SEALED WITH ASEMI-RIGID EPDXY OR ACRYLIC Q ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. VAPOR BARRIER I I DRIVEWAY SLAB OR A w 16" I PAVERS, SEE ARCH SLAB W/THICKENED I"` O — EDGE PER PLAN � ■ �- BEARING WALL FOOTING SECTION 3 I / ° 4"CONCRETE SLAB W/ ( \\�\\�\ ` 6x6 W1.4 x W1.4 WWF OR \/\\/\\\ \\/\\/\\/\ Q FIBERMESH \ � d 1 /\\/\\/\ y\\/ \\/\\/� Z Ak 0'-0 A.F.F. '� \/\/\� \ \ \\/\/\/ SEE ARCH. 12'-6T" 3'-2- -a-'-tr- --�\a DWGS. 2 3'-10" 2'-11" 8'-2" 3�_0„ 6,_8�, 2I' / // // // '' // // / / \ \ \// CONCRETE STEMWALL FTG, SERE PLAN AND O 8"MIN /\//\�/ U) a , LO 8"x8"THICKENED 8' — — I- d a U ❑ w 0 Q vi //. //. /. /. /. /. /. //. / Q z m ❑ z FTG AT STEP-DOWN, VAPOR BARRIER I — — — — — — — — — — — — — L — J —� — — — — I GARAGE ENTRY CMU STEMWALL SECTION z = U o 0 � ❑ SEE PLAN J I o 9 N ❑ ❑ - � z mOwUNa 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK r` Q � W w - o_ m Q j a D w w 36"x 24"x 20"DEEP FTG // FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 0 W a a > 0 m w W ❑ U m 2 0 w/#4 @ 12"O.C. EW COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS Z 0 a m H 0 > w Z 0 Q 4CURB STEP SECTION ,r, MAY BE OBTAINED FROM THE ENGINEER OF RECORD. U) 0 a • Z w U m 11 LO I I 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY w z a Q [9 m z w w m H - w w 6" I I I I ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. z Q 2 m o I W w LLQ NO 4 OR NO 5 @18"O.C. I 3 ( I 4"CONCRETE SLAB W/ U) a I- o < o w ❑ z w x 0 1 o ❑ 4"CONCRETE SLAB I W/6x6 W1.4 x W1.4 W/9"BEND @BOTTOM I m a a w U 00 z w I 6x6 WOR FIBER MESH � C7 Q w U Z w w ❑ N ❑ Q � w WWF OR FIBERMESH VARIES I 8"CMU CHAIR BLOCK W/ � Z z Q X ❑ 0 I- ❑ - = w ❑ z 8"MIN 1„ I TOP OF SLAB (1)#5 CONT. w E - 0 w I- z Q F w N _ a E 47 = 0`22 h - — — — — — WwQ wU wz a. ' —tea. a 28"MAX I � ----- -- � w Z_ w w a � Z 0 ] �- z m Q w Z a z 1.. 1 1., I - Z Z / / / l/ /\/ / / / 6'-6- 8'-10-" 5'-3- _ } z Q ❑ _ _ a U ❑ [� w ❑ /�\��\// / / / TT T-4" 5'-0" 3'-8" 5'-6" 2 2'-6" 2 2 r / U' ❑ z } cn w a ] N ? Z = - ��j\ /� \\�\\�\\ \% `° o Z w ° oamzWjQ � z3 � � Q � / / / w z - N w Q r- U C° I I VAPOR BARRIER \\ \\ \ \� w - ❑ ❑ wt� f- � awU - VAPOR BARRIER ® \\//\ /\ I G I ///// / / /� = z z w D 0 W F \/ / 3 V _ /\ I I ,\ \\ \ 0wz r, a ❑ x 1OZQ -104/ 6"OPT. EXTENSION IN BRICK o L #4 OR#5 VERT REINFORCING O LOCATIONS ON FND PLAN I ( I — - - - - - - - - - UP TO 3 COURSES: 72"O.C. \/\\ /\\/\\ LL. 4 I i — — — — — — i ( 4 TO 5 COURSES: 48"O.C. \�/�/ /\� / , Z SHEET NO.: 12"UNDER 1 STORY WALL WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 I — — — — — — — — — — — — — I I ST-2 BAR IN BRICK LEDGE 16"UNDER 2 STORY WALL r— — — — — — J I �// •� `-_6 /\\� 0 FOUNDATION WITH(3)#4 OR(2)#5 CONT ,�, 0 ADDITIONAL#4 OR#5 IN PLAN FOOTING TO BEAR ON FIRM �\��,//\\/\' BRICK LEDGE � JOB No.: GARAGE EXT WALL CURB SECTION I I 6 I 3 I I I �N I I UNDISTURBED SOIL � 5 = _ _ _ _ _ _ _ _ _ _ riN 9 I — — J ( 4"OPT BRICK LEDGE Q RS0155 o I rL — I cs — ( VERTICAL REINFORCEMENT NOTED ON FND PLAN TO HAVE 6"BEND AT BOTTOM SUBDIVISION: 4"CONCRETE SLAB W/ — — • •• •' �• •� L- _ - - - - - - - - - - - - - - - - - - - - - - - - -- CAST-IN-PLACE FOOTING SPECS o Atlantic Beach 6x6 W1.4 x W A WWF FIBERMEOSH I FORM &POUR REMAINDER 1-STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT _, Count Club 0'-0"A.F.F. r F J ( OF CURB W/(1)#5 �~, 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT Q VF SEE ARCH. I 2 v --a -a- - DWGS. I CONTINUOUS &#4 VERT a l 3 6 N I I@ 48"O.C. z L�131-1 \/\/\ ---a -- CMU STEMWALL SECTION CD ' •. a /\/\/\ 4" I 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FLOOR PLAN: FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 o West Indies-C �`/' I MOAY BE OBTURSES AINED FROM THE ENSHOULD THIS OGNNEIEIR OF RECORD.RECOMMENDATIONS O I rON Z DESIGNED: CJ I 2, SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY VAPOR BARRIER L J I r — ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. U MLC/MJP 12"UNDER 1 STORY WALL I I 0'-0"A.F.F. w WITH (2)#4 OR(2)#5 CONT I I 2 = 3'-112") =iN I (BEYOND U-BLOCK W/ x REVIEWED: �-TN 16"UNDER 2 STORY WALL ( v I I ( -1 4"FLOATING CONCRETE w (1)#5 CONT w DBI WITH(3)#4 OR(2)#5 CONT �— — — — — — — — — — — — — — — -j I N SLAB W/6x6 W1.4xW1.4 Q Q REVISIONS DATE WWF OR FIBERMESH > o �. z GRADE -'— —. w FINISH PAVERS BY BL ILDER,SLAB m \\jam\\ \\ \\ \\ \\ \\ \\ °;. O. \\ \\\\\\ p REQUIRED BELOW PAVERS I I I ( / / / / / / / I / w I I I (D- /\//\//\//\ \/\ z r #4 OR#5 VERT \\ //\�/\�/\�/��. /\\\/ l All REINFORCING @ \ I.. \ \ \ i TYPICAL REINFORCING 7 MAX 72"O.C. / \ \ "' BARS AT THICKENED = I ( \ D o Q I FOOTING,SEE PLAN N - - - - - - - - - - - - - - -I I ( I /\� • .. - 0 U) \;LL , o —MIN 24"LONG#4 OR#5 III BAR SET AT MID-DEPTH L - - - - - - - - - - - - - - - - — — — — — — — — — — — — NOTE NOTE FOOTING TO BEAR ON FIRM / ADDITIONAL#4 OR#5 OF SLAB,TYP ALL UNDISTURBED SOIL RE-ENTRANT CORNERS I I I PEX IN BRICK LEDGE U `�' `' VERT REINFORCEMENT TO — — — — — — * I HAVE 6"BEND @ BOTTOM LL NOTE" 4"OPT BRICK LEDGE Q II _— —_ - - - - - - - ETEPS LDERTOPROVIDE L _ NOTED ON FND PLAN TO GRADE PER — ST UCTURAL I CAST-IN-PLACE FOOTING SPECS � :�, E G ,'EE,RING ARCH PLANS I 1-STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT HOUSE SLAB — .— — _ — _ — — — — — — — — — — — 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT OFFICE COPY o RE-ENTRANT CORNER DETAIL $ . 1„ 1„ CMU STEMWALL SECTION a (RECOMMENDED) 16'-6 4'-11" 2-62 8'-3" 1'-11" 8'-3 2-62 7 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK "ILt PLAN VIEW, DETAIL TYPICAL @ ALL FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 e ss1 21'-5" 23'-6" RE-ENTRANT CORNERS COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS X0 10m PLAN 44'-11" 11 11 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. LLY '0q 4 FOUNDATION 1 `AN 1 /4 1 ® 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 4fiemk �llurra P, ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. QT ENGINEERING k16 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 4x4 NO.2 SYP PT POST OR SEE WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SW2 TYPICAL BOX COLUMN DETAIL SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL ... O TOTAL SHEET. — — _ .... GABLETRUSSOTE 4 -- - -- - - 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: M O A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM An CHORD TO SW DBL TOP PLATE W/10d @ 3'O.C. N _ G B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR M (2)2x8-1/3 DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. J OUL 4. PORCH BEAM FRAMING NOTES O WSP HDR-0/2 (2)2x12 A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT NOTE 8 0040 BCS WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT d — 2 S UDS u- w ELEVATION. 3 Y2'MINIMUM BEARING REQUIRED IN WALL. PORCH O Q A 0 SW2 SW2 BEAM TO STUDS W/MS24, HTS20,OR MSTA24. CV NOTE 4 B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N PORCH BEAM TO TOP PLT W/MS24, MTS12, OR MSTA24. M LL C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. N (3)2x12-2/3 LL NOTE 7A NOTE 7A PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR (D O W/(3)2x10 N0.2 SYP PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR J LO PLANK ORIENTED MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. J HDR }, (2)2x6-1/1 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 (2)2x6-1/1 5. SHEATH WALL CONTINUOUSU TO SECOND FLOOR TOP PLATE PER TYPICAL WALL SECTION SHEET. Q N ..... 6. HIGH UPLIFT WALL: INSTALL QTB @MAX 48"O.C., REQUIRED _ ..... .................... .......... AT THIS SECTION ONLY W 7. PLANK ORIENTED HEADER FRAMING > O A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 (n ® d' EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON DETAIL SHEET. 2 d' B. FASTEN PLANK ORIENTED HEADER TO JACKIKING GROUP WITH HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT (2)2x6-1/1 Q OF PLANE WIND LOAD. SW SW3 8. WALL MUST BE FRAMED AS 2x10 �- NOTE Z 9. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION",SHEET ST-5 O An B G ® B (3)9%"LVL-2/1 B (2)2x10-111 10. BLOCK ALL PANEL EDGES OF SHEARWALLS; FASTEN SHEATHING TO ALL ~ FRAMING MEMBERS/BLOCKING w/8d COMMON @ 3"O.C. EDGES,6"O.C. FIELD (2)2x6-1/2 B 2 STUDS w 't X 0 Z B `� o W W a ❑ (2)2x6-1/1 2 STUDS o (2)2x6-1/1 Cr)QTB ti a Q W V 0 w w 0 QTB L N0 � ? 12- Z � � p � UN � F- O 2STUDS � w ~ Q � ap z0mQm� Q ? WO OJT O WW � > pNWWam � Ip -- � O Z p0. 0 Ww � pLp � (/J pima . Zw � mZF ❑ W ❑ Z U U) Qa � ai U) IW W (NlJFU] W � -- - Z a = F U1 � w � 12- F � ZW ali Da a F- ❑ p ❑ .. O W W a = O W � p a o � W p p W Z a Q X w 0 W m 0 a 0 Z LLJ � zp WFF ZaF w [17 ` m � W X U a W W w0 amw2F- 0UWN W W Z Z Zx � ZQolla � a � Qwo 2sTUDs ow SW3 z w ° oamz �' �Q � z3 � Q (2)2x8-1/2 O � O NOTE2 O W w � O2DW � � NI < WWE 0 la- I Z �{= Y -1Z WOp W It -- — ZLi L313 I WpZa B G' � �F � 3NauHiaOh] PzL3 Ej 2 STUD Q QTG Z SHEET NO.: O ST-3 � STRUCTURAL (2)2x6-1/1 o FRAMING PLAN ..... a ._.......... ........... .. O JOB NO.: ............ ___ _ _ R xxxxxxxxX3 _ ..... __ S0155 70 o SUBDIVISION: SW3 � NOTE 3 2 sruDs w o Atlantic Beach ° Country Club (2)2x6-2/1 -- ° � 'I a _. . (2)2x6-1/2 LOT NO.: (2)2x6-1/2AA z 131-1 FLOOR PLAN: 0 West Indies-C J ODESIGNED: 3 2x8-1/2 MLC/MJP O W I— REVIEWED: �-=-t` (2)2x6-1/1 a DBM Q REVISIONS DATE SW3 SW3 m o (2)2x6-1/2 W Z W _ .._. ...... ..... Q Z O (2)2x12-1/3 (2)2x12-1/3 v-,Ll— I— P E — � GARAGE DOOR DESIGN L_— GARAGE DOOR DESIGN �Q — Q WIND I-OAD(PSF): WIND LOAD(PSF): RUCTURAL +21:94/-25.57 +21.94/-25.57 ' SHEATH BOTH SIDES G1 G4 G1 SHEATH BOTH SIDES �- # a��gz> y; [NEE OF GARAGE RETURN ST-6 ST-6 ST-6 OF GARAGE RETURN y�'^ 4 • Pq 01 h" O RA11011 FIRST LEVEL STRUCT L FRAMIN PLAN 1 /4 = . �.+ Q� ���erelE �d�Aury # :E. T ENGINEERING Tom.Flsn , ©142 2016 - i I I : : � i 11 5'4` , ," , , , , ............ � -�-_1.11-11--.1.......__1----_______1 1 24'1 1` 1-1.1.111111 � ­ ­­­­­­­...­­­­­.....­­......­-.1-1-11.1-.111-.......I.....................I - -- ",_47 i' - ROOF FRAMING KEYNOTES I I I . ANGLE &LATERAL BRACES MAY BE OMITTED FROM GABLE NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN � I NOTE 6 TYPICAL ALL LOCATIONS;- BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED � i 1. PRE-MAUNFACTURED SHEAR PANEL i SCAB FULL LENGTH OF TOP i CHORD IF ADEQUATE BACKSPAN ;-------,-,-"-,---,--,-,-,-----,-----",-,,�""�--,-,,---�- � _____ ------�-�--."'',-------�---.---,----���- 11-11-111­1 ___ __ _ _ • ____ ----,- _____ I— -1 _,_,__,_______ * INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON ! I � : I � I FRAMING PLAN As Amk . i IS NOT AVAILABLE � � � � I Ax 'T__ 011 (n 1q_ NT 114- 1�3_ . V41 � I � * SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. , . � � I .//-, 0 C) 0 a (D C--,) � 0 � . � I " - 1 (" __1 . .....i�.......�....___......�....__.............�.......�...�.................�................____ . * FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. P, 7 -,a __") __� _,�, ,) I -7,.==�....=...._,_,___==______�-------_1 I_111.1.......I................................11.........s. �­= -......_­Z,L�__L�_._=� •i � . ::�,:::::::::]:::::::::::::::::::::::::::::!:::::::�::.:::..�.::::�,.].�]::�::���.�::.:.:.:.�:..:.:..�..�.�...-.....�����.���,�,.�,�.�.��,�����,���� GE05 I I i I � - --_ - �- ­­.......7 . ­­­­­­ ­ ­ ­­..........­17.......­_­­­­­...­­­­­­­­1­­­ ................­­­­­ , �� I '' '' q : i i co I I i ,Am hk I I . I 11% " � p r . . : . . : I I .0 . , I : 11 : :. I . I i N . . . .11 I � I i � TYPICAL BEARING BLOCK i N� : i j .5 . . ;1 1 . ; � � 1 1 1 . . : I i .I � 1 j : - I � . I I :� . - � . . kv � -_-__ ­­-�-q -- --_ ....-1--­ 11 1- ��­111.111­1..-­�� � : I . 0 _r - I- - __I—_ -� --- --�- . . i � . i BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH ,I �F ------- � . z . 2i N . . . , i � i 1; z i� I............. i m I � '.� .­­­­...�............................�....�---I I---�­­-­­...-...............�...�.....­......�....... ,.. i­ ��­­ -......-.1.�- I�I� __=�.............. . . �:...­.­....­1 11-1-��­­-��I 1-111.1- - 1.11 111--.1-I.-.......... -i­....................�.............:...�...�............. ., = -�_,`� . DIMENSION OF TRUSS MEMBER. m � � . .. i � : , , :T03 t: . j : . : __.....­ �.­­....I-.........�...­­ ­­­­­­­­.......��!..............;____1 .*..............� ­ 11-11...I'll-......I....­�.; . . ;___ , - ­­­ I ­_.__ � , I :; I .i : . I . :� . I : . I i � : . : ! j . . .i . . . ; . .1 t � . . . . : I K : I . z i : . I . . I I j : I i r 1 4 � I . I . � . I . _­` .F � : I : . . I F I 9 ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS i . . 4 j : : : i I i ; ..... .1 • i . ; . I . i I . : : I i I i . ; J01 . � . 7 . . . � . . I . . _j I : 1� . . .I I i ; . z : I . . . I : � . : I . . . : I I . 1 i : � I . BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 0 1 1; . ; i 4 . . . Li- i ll I z : I . : . I I : I t I I m i : : 11 . . . 0 :i : t I . 0: I . I : . 7 i i . . : :..............1 � : ...- -­�� I�___I-.1-1-1-­­­11--­�..­­�­-1--­....�_ ! : - I: . . I I——...............�.............i�.....................__­.............T..........- � ­­­­­­--l- .1-I I­.-­­­�I—­� I . . :1 � 4 . I 1 ;T03 I � a E I : i 11 i . . ��.1­­­­- " _0 . ;� . I . I . � �: . . � . I I � I . . . j i i - I ; t . 4: : 3. LEDGER FRAMING NOTES: LO i I . i . ; . . I I F : I . j I : . I . F . I p A0111111ML . Zb r_ - • Ir- Ar m mi FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00 . I - %j i . . j - - . . i� � _­­ LL ...�=:­ L...�"LL:LLLL'L'L:L=':'-L'=­­L,, - . i "O.C. SPACING) I i: j­­­­­­­­­---­...... '�..............._=..... .......... -__��_­ _1= U) i: I ____.......�....�.....-............ ....�.......L.. .........!.....�....................._LL........t...................... . . . , I ,�­­....­1....... . i 24 .: . . : . : T03 i 1-i I i: . ! . I I I I i i i 4 . i . : i I I : : : . ; . : . ; .1 i : L ; I J03 : - �\_' . .� : L, i . ; I C) . : : : I , 1 ii � ; m ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED I : :1:­f- -­-L-L-1 11-11-111-111 . ­­......I'll, . p � i ,. I i i . I m 0) , . . : p I ; LOCATIONS ON PLAN , . . : .1 . : I i i� : I i� ii : I I r_ ; ir I * ! : I : L I .- . . I � I i !I � i 1[ I � . I e SEE TABLE 3 ON SHEET ST-1/Sl FOR FASTENER 'IT � I ir I I I I '�....L................ .f................I..........I...'L..... I . E L . , r . . t I 1 11 =_,_,=_=____....­­­...�.....-............�...�....-.......­­­­­­_. . T03 . i i�� 1� p � . - .."11.1-.1.111-1...­1­111...............11 1.­11-1. L L I L ­-­­LL...LL==........�.............I .71,......�.....I--.........L...L'�.......­­­­............__..................�........­1-1-1.1-...............11-1.11111-1.1.11­1 I -­­­­­ I f ij� I : ; .� i 1 1 L:� = ? , "'L.............L...................... i If 1, r : I . N i i I . : 11 ,� li_=; 11 ; . PROTECTION AGAINST CORROSION . i 1� I . i 1; . � . t IF i ; . I I I i � : ; . � I i � 7J I - : N 0) . I � . I I . ��,u i :,?....L.................................................��, �­­...­­­­­­­­­­­­ � 1.-...-........�....;- �L�­=L-L';...­­­.....-...­­......-...... .......: :�,�L......­­... 1, I : . . I.-.............. ­­­­­...-L....L.................�....- L�­­...� I : . 1.111, ­­.............1.1-1-1.1-111-I I . ; . i 1� * IN ACCORDANCE W1 FRC 502.2.1, EXTERIOR DECK Cq . T02 : - ; L . . : i t i : I � : ; � , L i : (y) Li- : --- -----­:­-­------­­­-­""-­­­�-----------­­­­--- -----­­--­-­�---------------�-"�,'�,---I,-----,-,-,-,-'-"-"----'-"-,---'-,--'-'-'-LL-'---'---L----------------- I t \ 71 LEDGERS SHALL BE SECURE TO WALL FRAMING WITH I I : .......___...�..... . I- A % . i t . - : L i -_______ . __ I . ___ . t \\ L '­.............�...................................� L-L ....L.............�......� ____=�_______ �- �i�,z�����=���=��=.������="-�..���.=�����;�.�l"-r...... �­L­__ ­L,_­-=_ ___ " ,­1­1�_�­­_­ _: I a 0 0 ; L L ��' J i � L.......�..............F.........................�­�­­­­-L......�..................­­­...�­�­­­11111.111.1-....... � - -_L,L L L - - L�­­_f�__l . . WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT L I 11-...L­...................._ .­­­ T04 : I _.­......I...1.1-4.1-1..............111.11­­.- -.......L...........................................L--­­­..............�............I" I'll.......�....................1.1.11........ 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I, ==========�� : 2x6....................(4)12d COMMON I ; : . L F : : . .5 p \, . I : i . > - I . ; I ; . i i . 2x8....................(6) 12d COMMON . . ; i z . I . . . L . . i . NOTE 6,TYP. . . - . z . . i . \ 2x1 0..................(8)12d COMMON 0 : L . 0 . \ i ; . I : I . I L I ."''L-L-L......-....L...........L"�'�.""Ll�.".�,,�,.�,��ll,��,���.11��-,���� ­ j I i 2xl2..................(10)12d COMMON _ ...........-" ,�, L ..........L"i.....­ ..........�,',L,L 'L"­­­...­­­L L­­­­­......==­...I...11 U) L � I- �- - ��__ --�... ­­­­­­­-j!­'j : -.1.1........I........�....-.......­­....­.­­ . . _0 ; . , ___ , , L....L.....L................................. -, � : L 1-11-I�I I � t T06 . . . . , i . : . . - == � , I I q Cn ! � : z . . j I I ; : I I I ; . , i . . . \ , . j I 0 0� FLOOR FRAMING LEDGER(W/NAILS): ; NOTE 6,TYP. ����� ' � . ; < " ; : : . a , 4 i . : . . � ­.......I LL: ­­­­ LL"���L�L.LLL����',��'�.L�'L'L".��'..����I....I..--- ; . 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MAX. ; . ! � � 6 ,MIN < • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP . ! � S"TO EACH TRUSS/RAFTER W/(3)16d . I : : § . ® . . t . L I o.......--I �, ;............................�I 1­1­---.........L.......L........... ­­­L..............L- ­ L=.......==­ _____­' == LLL,�.�",����,��"",LL"L.�L,�L��L�"'�L...I'll.­­.........�..................I .-I'LL-L--------------------I--------''-L---=-"'=' ___...�...__-==L�-__­........_­ _'_­____'__ _L_�_�L�T, : ­ ...L......=.­_...==................=.=......._........____= -...­­­ T1 I z � . __-1 �........I.........1-1-111, ­L­........�.........�....-...-1.-I�­.­......­­­­I .,� ......_____�-�___...-...........__...___­ ��.........­........L...................................� j ; . . . L . p : I . . I � iN L0 : i � L : COMMONS MIN. I i ; ...........­­..........1....................................- � I— L i p 1 : I � 0 i I : . I I i I HTS20- � 1 (2)HTS20 C) : I r . ® EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT . 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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. CIO 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: co C) A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3 O.C. CV B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR M DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. J O LL 4. PORCH BEAM FRAMING NOTES 0 A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. o NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 00 WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 0 ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH O BEAM TO STUDS W/MS24, HTS20,OR MSTA24. I C: B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N PORCH BEAM TO TOP PLT W/MS24, MTS12, OR MSTA24. M LL C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. nj PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR O PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR W L MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. J > ;t:f 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. U) 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL WALL SECTION SHEET. C) 6. HIGH UPLIFT WALL: INSTALL QTB @MAX 48"O.C., REQUIRED � _ AT THIS SECTION ONLY W -� SW1SW1 7. PLANK ORIENTED HEADER FRAMING > O NOTE 7 A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 U) EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON DETAIL SHEET. - Q - - -� B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH O HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. U C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT 2 2x4-1/2 OF PLANE WIND LOAD. Q O CL 6. WALL MUST BE FRAMED AS 2x10 .............. z 7. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION",SHEET ST-5 O F U) i;o Lr) Wp a a 2 IL L] Q ❑ ❑ ❑ W LL Q Z N ._ ......... Q mo ❑ Z� zp � o °wU � a (2)2x4-1/1 ~ QFw � zIX :3 ❑ W z0 oWWo WLj L Ll NOS CL } WZ �- ❑ ...._. U) p a Z � wwm CI z U x U) Za0Q � uwiLd 2w11U) w z Qof = N 12- pZ W Q (� Q ❑ Q ❑ W ❑ Z W a p 2 p ❑ _....., pwwa = aw - ❑ Ww � p ❑ Q w r (2)2x4-1/1 z Z p W p Q P: w � p z W wWz _XQw � QaN wZ W Q W F F p v U W W Z zI } ZQmZzaU ❑ C7HWZ Q ❑ W W Z OJ m W U h W H Q 1= H 0 Z 1-1- U Z W5 p W __ Z U Q - U a ❑ I w p Z Q 0 � L31- z w It NaNQO[* P -Z0U J LL SHEET NO.: o ST-4 STRUCTURAL FRAMING PLAN JOB NO.: U RS0155 SUBDIVISION: (2)2x4-1/1 WSP HDR-0/2- � o Atlantic Beach Country Club WSP HDR-0/2 Q- Q LOT NO.: z 131-1 ((D FLOOR PLAN: SW2 o West Indies-C O Z DESIGNED: C) MLC/MJP W 1— REVIEWED: ww DBM Q REVISIONS DATE co W W O w Q I z $ � PEX O LW Q U) ZIP v;;. UCTU RAL V,U? R.4f ERING OFFICE COPY a SECOND LEVEL STRUCTU L FRAMING PLAN 1 /4 - 1 0 AAurray, P.E. QT ' ENo.71457 ENGIG 01-27-2016 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. co 2. TYPICAL BEARING BLOCK ON • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH N 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 LL 3. LEDGER FRAMING NOTES: LO • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT N CU C: EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX ap N 24"O.C.SPACING) 4 0 • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0 LOCATIONS ON PLAN , • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER N PROTECTION AGAINST CORROSION • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK M LEDGERS SHALL BE SECURE TO WALL FRAMING WITH LL WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT � CV FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. O Wa) ROOF FRAMING LEDGER: _j 2x6....................(4)12d COMMON J �_ 2x8....................(6)12d COMMON Z ■ 2x10..................(8)12d COMMON O (n 2x12..................(10)12d COMMON U) �e Cn FLOOR FRAMING LEDGER(W/NAILS): Q PT 2x6................(3)16d COMMON _ PT 2x .„...... ._.......... ......_... .... 16'5° a,r_„ PT 2x$0..............(7)16d COMMON ( M B1 't PT 2x12..............(9)16d COMMON _ F_ 0 LLI ST-6 FLOOR FRAMING LEDGER(W/SCREWS): � o ..... ........._......... ..._.... ___ PT 2x6................(3) %"x 4%2 LONG#14 WOOD SCREWS D PT 2x8................(5) %4'X4-Y2' LONG#14 WOOD SCREWS L_ ■ .......... _ T 2x10..............(7)%a"X 4-%"LONG#14 WOOD SCREWS d' F02 1..... 1 9) %"X 4%"LO P - PT 2x12..............( a -z NG#14 WOOD SCREWS o 1... 1,4„ 1 1 1 GE k....._. U _ 1+ ........ 1+ __ 1 4, OVERFRAMING NOTES Y 1 ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. 'v v j o • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. 1 1 1 M • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d 1 ; _ COMMNS MIN. 2 • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT o CONNECTOR. F- • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. D TM O FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. 11, X 0 z ti a W a 0 .... ...... RAFTER SPAN SCHEDULE Q m ° ❑ w C z _..._ O.C. LUMBER SIZE It �` = O SPACING JO0 � I- � 0 J0wO � a 0 ...... _ 2x6 2x8 2x10 2x12 ~ w o m F p z _. .._.. ....... Ll_._.. 12� 14'-5" 18'-3" 21'-8" 25'-6" z D a w ° w D � w m p C m a P a F } w Z 0 i __. 16 12'-6" 45'-10" 18'-9" 22'-1" U) a p a W H N [j m ❑ Z W ........ ......... __... W "t0 h Q I9 N = w W U] U] IL I- - W 24" 10'-2" 12'-11., 15'-4" 18'-0" Z Q w w ❑ W z Z Q 20 L.L./15 D.L.#2 SYP (n Q z w 0 Z w X 0 W LL p 0 m Q Ll Ld Uz Z win0 Z T01 CEILING JOIST SPAN SCHEDULE ry z Q X ❑ 0 - - = w 0 0 SPACING waQ �az � ww . O.C. LUMBER SIZE W w w Z x a w Q a w Z 2x4 2x6 2x8 2x10 z z = } zQpz � aU00 w0 TO ........ C2 zo °oz } � � wa � � zzlz- 1= ... 12" 11'-10" 18'-8" 24'-7" 26'-0" W w w m W 0 Q w Q Z ❑ C7 U] Q a L3 16" 10'-9" 16'-11" 21'-7" 25'-7" Q = 4Z } z = Q � a � aw ¢ � I ...__ I- = z h N Y z Z w O O w H - 24" 9'-3" 13'-11" 17'-7" 20'-11" w Q a Q N h z 0 0 NOTE 6,TYP. 10 L.L./5 D.L.#2 SYP ni- ? 3NamQ ❑ml- z J LL 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z SHEET NO.: BUILDER IN ACCORDANCE WITH FRC R302.12. _0 ST-4A 6. RAFTER OVERHANG f- 0 ry •2x6x6'LONG NO.2 SYP SCABBED RAFTER TAILS ROOF FRAMING •RAFTER TAILS TO TRUSS TOP CHORD W/(2)ROWS 10d @ 6"O.C., STAGGERED a PLAN 0 f ._ JOB NO.: Q RS0155 0 i ...... 1 1 ; + SUBDIVISION: o Atlantic Beach 1+ 1+ ;M U_ Country Club T01 , _ 1 CFO Q 1 1 Y" LOT NO.: . 1 ._ 1 _.. k _ G�02 .= 1 1 z 131-1 FLOOR PLAN: 61 o West Indies-C 0 . _ ST-6 Z DESIGNED: ,., = MLC/MJP W H REVIEWED: LU DBM a Q REVISIONS DATE I m W z W TRUSS ENGINEERING NOTES: z • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 0 O TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDINGP E X I- TO THE TYPICAL WALL SECTION SHEET. vz ., • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING L- COQ S UCTURAL E NEG, O W< oa: li OFFICOE COPY » 11 11 . SECOND LEVEL ROOF FRAMI G PLAN 1 /4 - 11 0 �� � `: � k'IN � » ' W a � 1 ,� � 10 &rray; P.E. T N � P.E. No.71457 01-27-2016 TRUSS OR RAFTER TO 2x NO.2 SYP BLOCKING TO FIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE TIGHT BETWEEN TRUSSES, (3)10d QT CONTINUOUS FROM 2ND (2)MS24/MSTA24 OR TOP PLATE W/H4A 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 TOS B QTA TO HEADER TLOK06, OR H8 UNO ON BELOW ROOF FRAMING PLAN SHEATHING TO BE CONTINUOUS TO HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS BLOCKING, 3/4"BETWEEN TOP OF WOOD PANEL AND CENTER OF LOCATED DIRECTLY OVER STUD COLUMN. III III FASTENERS 2. PLACE QT's WITHIN 3" OF BEARING WALL END STUDS. IIII �� IIIII J TRUSS OR RAFTER TO TOP PLATE W/HA4 Cn OR TLOK06 OR H8, UNO ON ROOF FRAMING �_ 3. PLACE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT III III M PLAN 2EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRUSS 2 x 6 x 4'LONG NO.2 SYP .2 MINIMAL U P LLFT WALLS") III _ I I I SPANS OF 20 FEET OR LESS.QTA @MAX 48"O.C. OVERHANG RAFTER �� 4. PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. IIII I IIII M FOR TRUSS S ETABLPANS REATER THEN 20:QUICKTIECONEET ORS CHORD /(2)RO TO SS TOP 2x6 x OVER NGRAFONG ER 5. QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED III III ON PLAN. SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 10d @ OVERHANG RAFTER IIITYPICAL TYPICAL TYPICAL III O I j ON SHEET ST-1 FOR TYPICAL INSTALLATION. 6"O.C., STAGGERED; U.NO. scABBDTOTRussTOP HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB@ IIISPACINGUNO SPACING UNO SPACINGUNOIII o CHORD w/MIN(16) 10d INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 ON COMMON NAILS 18" O.C. MAX, MIN (2) VERTICAL BARS@ EACH RETURN. QTO MUST HAVE MIN 11" III III PLAN,SEE TABLE 6:QUICK TIE CONNECTORS ON SHEET ST-1 FOR TYPICAL INSTALLATION EMBEDMENT I Cl)OR III TYPICAL QTA @ MAX 'q' STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR TRUSS OR RAFTER TO TOP 48"O.C., MIN(1)PER O PLATE W/HA4 OR TLOK06, UNO III III d7 WALL STUD SPACING. ROOF BEARING ONLY. ON ROOF FRAMING PLAN ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS III III SHEARWALL WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF III SW SW III OOLOAD EAR NG IRED FOR N E 1 . GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES I WALLS ONLY) 04 °� STANDARD HEEL CONDITION RAISED HEEL CONT DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8: N AND TION III III co (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) III III O SPECIFIED SHEARWALLS, SHEET ST-1 . I I I_77 LLi 2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY III III -' a) STUD SPACING BE EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD > z ■ EXTERIOR WALL STUD FASTEN BOTTOM PLATE TO GABLE U) SPACING. ROOF AND TRUSS W/10d COMMON @ 6"O.C., UNO. AT APPROXIMATE MIDSPAN WITH A %2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT CABLE CONTINUOUS o FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL C) L INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 DBL TOP PLT TO Q ON PLAN 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE SHB SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TYPICAL: BOTTOM PLATE TABLE 8: SPECIFIED SHEARWALLS, SHEET ST-1 . IIII III w TO RIBBON BOARD W/10d - // Q FLOOR TRUSS III 2ND FLOOR END (n ■ _ d' COMMON @ 6"O.C. BY OTHERS GABLE FLOOR LII _ STUDS TO 1ST TRUSS BY OTHERS HEADER TO TOP PLATE III III FLOOR HEADER W/ CONTINUOUS 2x4 CONNECTION PER HEADER (2)MS36/(2)CS18 RIBBON BOARD FRAMING NOTE 3 ON ST-1. III III WITH(9)10d EACH 2x4 NO.2 SYP DIAGONAL BRACE @ 48" NOTE 3 III I I( END OR QTA O.C. DIAGONAL BRACE TO FLOOR WOOD FLOOR TR BY OTHERS TRUSS OR DBL TOP PLATE W/ 3 10d NOTE 1 &2 IIII TYPICAL III Y 00 00 USS O O COMMON TOE-NAILS AT EACH END. 11 ISPACING UNO TYPICAL QTA @MAX Q FASTEN GABLE TRUSS TO DBL TOP III III 48"O.C., MIN(1)PER a. PLATE W/8d COMMON @ 6"O.C., UNO III IIII Q SHEARWALL z (QTA REQUIRE WALL SECTION AT FLOOR III SW III BROFLOAD OAR NG WA LD FOR i) PERPENDICULAR FLOOR TRUSS CONDITION ALT. WALL SECTION AT FLOOR III (III U) (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) PARALLEL FLOOR TRUSS CONDITION ONLY) IF REQUIRED QT d- x p } a (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER III III ADDITIONAL STUDS I- W W a 4 , p ❑ THAN OPENING III III REQ. IF QTO,SEE r 4 IT 11 z N ❑ ❑ w ' Q z WIDTH, PRESERVE IIII III TABLE 6:QUICK TIE t a LO in 0 0 Z 2 r n � p p W TYPI AL TFT QT SPACING AND DO I BOTTOM PLATE I ANCHORS, SHEET ow- o Z w 0 N m z z CABLE NOT INSTALL QT ST-1 Q F - p m 4 a 4 ❑ w a EACH SIDE OF III ANCHORS @ 24" III O w w a > p m w w ❑Inm m p GABLE END TRUSS OPENING(U.N.O.ON O.C. MAX z p a w 0� � � w w p _ p a III IIII m �--i ,. W ❑ PLAN) p � arwwNNJmoZp TYPICAL BOTTOM PLATE ANCHOR @ MAX W Q a ¢ m m 2 w w N �- m W 48"O.C. EXCEPT AT SHEAR WALLS. SEE @ z TABLE 8:, SHEET ST-1. (8"EMBED INTO TLOK06 32"O.C. Q 12- Z G a w o z a a p 2bzj 0' 11 wF2 ❑ ❑ STEMWALL,6"EMBED INTO CONCRETE STUD SPACING PER CORNER INSTALLATION m p w [2] a p p Z w ❑ p a w EXCEPT AT HOLD-DOWNS. SEE TABLE 7: TABLE 3:EXTERIOR ALL STUD z a 4 X o w ❑ m 0 a ❑ z NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90°&45°CORNERS) z EE - ow 9 Z 4 F w rn�` a SPACING. ROOF AND FLOOR BEARING. 2x WOOD STUD WALL (1)QUICK-TIE ALLOWED @CORNERS OF TYPICAL WALLS W/ TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR W w Q W F p n ❑ m ' w w a (2)2x TOP PLATE OVERLAPPING PLATES. SHEARWALL OVER HEADER SHEARWALL Z 2 Z 4 p a o Q w ® " a jj jj a� QUICK TIE TO FOUNDATION 2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP Z Z ❑ 4_J 2m z E. w ]4 a w 3 Z F- W P FPLATPLATE OESA E NOT LAPPED ASSSHO NVERLAPS THE LOWER TOP T INSTALL QUICK-TIE TYPICAL PICAL UPLIFT ANCHOR INSTALLATION FOR =LLI Q z } Z = Q U w IX o F Q Zp4 - L1a ❑ 2 W Za • �.� jj j\jj\jjj a jjjjjj jj j EACH SIDE OF CORNER SECOND FLOOR WALLS AND SHEARWALLS o_ � � 2 Z �� Y � Z wo o I- \j�\ \j/ ADDITIONAL 0 - pHZ3Nam4 ❑r] E ? mn \ NOTESL � . ❑ w � . 4FJ � � 2 11 _j /\ O ANCHORS PER J 1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL HEADER FRAMING �- ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). NOTE 4 ON ST-1. z SHEET NO.: 2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR 12"DIA.THREADED ROD QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION o ST-5 IN POWERS ACI 00 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON Y2"DIA.x 6"LONG TITEN HD INSTALLA'T'ION AT GABLE WALL SCREW ANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS TYPICAL WALL MUST BE USED IN STEMWALL FOUNDATIONS. 3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES. MIN 1 3/q'OTHERWISE. NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT 7j°DIA HOLE 7/a"DIA HOLE C- SECTION 7/"DIA HOLE 1"DIA HOLE EPDXY OVERSPILL FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE s s � CENTERED /"HEX NUT CENTERED /a'HEX NUT CENTERED %"HEX NUT CENTERED 5/"HEX NUT 8"QUICK TIE 0 JOB NO.: QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. IN TOP PLATE 2"x 2"x a"STEEL WASHER IN TOP PLATE 2 Y4"x 2 Y4"x%"STEEL IN TOP PLATE 3"x 3"x 3/6"STEEL IN TOP PLATE 3"x 3"X 3N6"STEEL P.T.2x BOTTOM PLATE WALL SECTION AT FOUNDATION WASHER WASHER WASHER ') RS0155 (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 _ IN EDGE DISTANCE Q M SUBDIVISION: INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL 13/"DIA 13/4" EXTERIOR EDGE PLAN VIEW Atlantic Beach TYPICAL WALL SECTIONS WASHER WASHER OF CONCRETE W Country Club PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW Q T 10d TO HEX NUT 1 „ 3 ,o TOP PLATE 3/9° HEX NUT /z HEX NUT w/1/ DIA 5/a" HEX NUT w/13/4'DIA LOT NO.: 7/"DIA HOLE 7/"DIA HOLE 7/"HOLE WASHER 1"DIA HOLE WASHER 8'QUICK TIE U CENTERED 2"x 2"x Y8"STEEL WASHER CENTERED 2 Y4°'x 2 Y4"x%"STEEL CENTERED 3"x 3"x 3/s"STEEL CENTERED 3"x 3"x 3/s"STEEL EPDXY OVERSPILL z_ 131-1 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 U' �/ GIRDER)W/10d COMMON @ 6"O.C., UNO. (5)10d TO 0 West Indies-C WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL STUD PANEL SHEATHING REQUIREMETNS ON SHEET STA FOR EXTERIOR 3, EMBEDMENT DESIGNED: WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF S QUICK TIE _ _ 3/$'QUICK TIE %"QUICK TIE 3/a°'QUICK TIE 3/s'°QUICK TIE Yz"QUICK TIE Y4'QUICK TIE 5/a"QUICK TIE 5/6"QUICK TIE STEEL SWEDGE a `t w MLC/MJP SHEATHING FOR INTERIOR WALLS. STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE 'CABLE TO I- REVIEWED: ALTERNATE STRAPPING METHOD FOR WALL TO BEAM, HEADER,OR FOUNDATION FOUNDATION FOUNDATION FOUNDATION CONCRETE GIRDER FOUNDATION W DBM 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 BEAWGIRDER 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 Y4°'QUICK TIE P.T.2x BOTTOM PLATE 5�6"QUICK TIE P.T.2x BOTTOM PLATE LLI 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP P.T.2x BOTTOM PLATE SIDE VIEW FRONT VIEW FRONT VIEW z BELOW WITH(2)MS36(OR CS18)WITH(18)10d COMMON PLATE CONNECTIONS AT THE END OF SHEARWALLS AS >> g EACH. _ MIN EDGE DISTANCE MIN EDGE DISTANCE MIN EDGE DISTANCE NOTES: WELL AS AN ALTERNATE STUD TO TOP PLATE TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED O 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNECTION WHEN QTA IS NOT FEASIBLE ORAS AN N CL W ; WOOD FLOOR 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6. 2 Jzl TRUSSES BY EXTERIOR EDGE EXTERIOR EDGE EXTERIOR EDGE 0' Q OTHERS WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE OF CONCRETE PLAN VIEW 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. 5/6"QUICK TIE CL 136"QUICK TIE Y4'°QUICK TIE EPDXY OVERSPILL O SECOND FLOOR TO BEAM OR HEADER CONNECTION EPDXY OVERSPILL EPDXY OVERSPILL a o �"DIA HOLE IN 9/s'DIA HOLE IN /4"DIA HOLE IN P.T.2x BOTTOM PLATE 20 H PEXI 2 P.T.2x BOTTOM PLATE P.T. 2x BOTTOM PLATE BOTTOM PLATE 1-1/2" 1-1/2" ~ TYPICAL WALL SECTION NOTES: 1-HOUR FIRE RATED ASSEMBLIES: BOTTOM PLA E BOTTOM PLATEOR OR ROWS 10d 8"O.C.STAGGERED • FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER 5 „ 3 . a �1 GREATER �1 GREATER W 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x_N0.2 SYP FASTENED W/(2) @ MINIMUM 48"LAP W/MINIMUM 20 10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AND ARE UNDER THE ENFORCEMENT OF THE BUILDING OFFICIAL. s,. 1 QUICK TIE Q (UNO). ( ) g QUICK TIE EMBEDMENT 2"QUICK TIE EMBEDMENT STEEL SWEDGE EMBEDMENT (!J 2. IST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. • FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1 Y NAIL STEEL SWEDGE - STEEL SWEDGE - a _ - TRUCTURAL 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. PENETRATION INTO FRAMING SUPPORTS @ MAX 24"O.C. ®® `t Qa . C° �- �F GINEERING 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK MATERIALS PER SPECIFIED INSTALLATION DETAIL 11_CONCRETE TLOK06 TLOK06 01 • WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE CONCRETE CONCRETE FOUNDATION FOUNDATION FOUNDATION MIN 2500 psi PROTECTION AND WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE Q. MIN 2500 psi MIN 2500 psi p • 5 "TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL ELEVATION ELEVATION 2, /6 TLOK06 TRUSS TO DOUBLE g FOR"TYPICAL WALL"FRAMING APPLICATIONS.AT"SW"WALL,OSB OR ELEVATION OFFICE � ' PLYWOOD MUST BE INSTALLED TO INTERIOR OR EXTERIOR FACE OF ° LU"" SPECIFIED WALL PRIOR TO FIRE PROTECTION. 6 QTB(3/16")-BOTTOM PLATE CONNECTION 7 QTG(1/4")-BOTTOM PLATE CONNECTION 8 QTO(5/16")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION Y =F O` U k�« AA E. QUICK TIE CONNECTION DETAILS QT I F I *£ *57 Harz=����01=2��2016 KING AND JACK STUDS PER ENGINEERING (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO GARAGE DOOR BUCK/JAMB NAILED 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. II II II II 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 DELI). QUANTITY AND LOCATION COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 N0.2 SYP NAILER TO DEFINED BY TRUSS SHOP DRAWING.GARAGE DOOR Cn ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS o ' OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)10d W/10d COMMON @ 3"O.C. COMMON TOE-NAILS. i IN O N TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD M APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE J 7/s"OSB SHEATHING FASTENED 2x6 SYP GOAL POST ATTACHED � �.�- TO NAILER W/8d COMMON @ 3" TO STUDS W/(2)ROWS OF 3-y2" NOTE: SIDE OF WEBS MADE OF MORE THAN ONE PIECE, O FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH O.C.AND TO DOUBLE TOP PLATE GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR DO SO WITH OVERLAPPING BRACESLO OTHER WITH 2 ROWS OF 4 10d OTHER WITH(2)ROWS OF(4)10d N 3"O.C. GOAL POST ATTACHMENT,THE GARAGE LIKE THIS(TYP EVERYWHERE) O O W/8d COMMON @ COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD DOOR SUPPLIER MAY SPECIFY A FASTENING 00 o U) 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, 0 '/16"OSB ATTACHED TO STUDS 7/16"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD SPECIFICATIONS THROUGH THE GOAL POST. C: WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C. IN FIELD. '/16"OSB ATTACHED TO STUDS WITH MINIMUM 8d COMMON @ 3" TRUSSES NEEDING BRACING N N OPTION 1 OPTION 2 O.C.ON EDGE, 12"O.C. IN FIELD. OPTION 3 GARAGE DOOR JAMB DETAIL M LL LATERAL BRACING - MULTIPLE TRUSSES LL N INTERIOR SHEARWALL DETAIL O 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). LLj Ln 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. J 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. -� z 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS ■ THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED z ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0 U) 4. ALL FASTENERS SHOWN ARE .131"x 3"LONG(UNO). W NO 2 SYP DOUBLE 5. DESIGNED PER BCSI-133,2007. Cn TOP PLATE Q L -2 C14 co (2)MSTA36/MS36 TO INSIDE O _ a) OR OUTSIDE FACE OF WALL 1 w 6" 1-CONTINUOUS LATERAL RESTRAINT WEB LlJ _06^Max _16°MAX j6^MAX BRACE SUBSTITUTE NO 2 SYP DOUBLE � O TOP PLATE WEB MEMBERJ SPECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4* Q 1 T-BRACE FASTENED TO (� 2x6 1 ROW 2x4 (1)2x6 INSTALL DBL 2x_BLOCKING WEB W/10d AT 6"O.C. * ROOF DECK 1 IN FIRST TWO STUD SPACES. 2x6 2 ROWS 2x6 (2)2x4 I FASTEN SHEATHING TO TRUSSES PARALLEL TO WALL: 2x8 1 ROW 2x6 (1)2x8 � ROOF TRUSS BLOCKING WITH 8d COMMON 2x8 2 ROWS 2x6 (2)2x6* 2x4 SPF(MIN) NAILER FASTENED OR RAFTER @ 3"O.C. z TO DBL TOP PLT W/10d @ 3"O.C. L-BRACE FASTENED O.C. WEB W/10d AT 6" I— QTA, U.N.O.u.N:o. SINGLE TRUSS BRACING ~ IF ADDITIONAL UPLIFT /I 2x4 SPF(MIN) TRUSSES PERPENDICULAR TO WALL: BLOCKING I ANCHOR IS INSTALLED 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL co 2x4 SPF(MIN)BLOCKING BETWEEN EACH I AS SHOWN, OMIT SPH RESTRAINT(CLI)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE U-) > a BETWEEN EACH TRUSS. FASTEN CONNECTION AT DOUBLE TRUSS. FASTEN TO z 0 ❑ 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 � a Q ❑ _ WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR L 0 m ❑ ❑ w a Q z 1 *IF 2 BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. j ` 1 FASTEN STUDS TOGETHER REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND LO cn O ❑ I=- Z ❑ m 0 W n Ul a TRUSS TO BEAM W/ w/(1)ROW 10d @ 4"O.C. J6°MAX a6"MAX J6°Max TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. > a o z w j m z z ❑ OR THICKER CDX HA4 OR TLOK06 36"LONG SPF SCAB W/(20)10d TO Q w w - o m I- ElQ a Q ❑ w W OR OSB FASTENED TO CORNER STUD ONL WHEN HOLD 1 PERMANENT WEB BRACING z o W 0 w W W W LL En o °� TRUSSES, RAFTERS ❑ m a z 1- w } w z ❑ DOWNS ARE SPECI IED ON PLAN. I U) o wiz j m ❑ z n 2x WALL FRAMING OR BLOCKING W/8d COMMONS @ 3"EDGE, PORCH BEAM 2x_SPF CORNERS UDS I QTA, U.N.O. a a 0 w m F - w W Qw � Q � W � = = W ❑ ZmM 12"FIELD. I Z < = oa0aa � � azw � p PORCH BEAM TO POST: ALTERNATE CORNER DETAIL 1 EO DwwILIm 0 W :3 WOOD STRUCTURAL (1)MSTA24 1 m mQammZOQ � W ❑ Qaw SHEATHING POST TO SLAB: z z Q x ❑_ o ❑ - a ABU POST BASE ANCHOR 1 ❑ 6 OR DTT2Z LU wW (Xw2P - Ll :1 ww . W aw ❑ wxFzmQa Wm AIL (UNLESS NOTED OTHERWISE) I z z w w a z_ z w 0 �- z TYPICAL PORCH SHEATHING DET > z e ❑ _ a It I.- ❑ THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES Z z Q m z m D Q z z F 0 Ww0 - w ❑ � w3 � � Q UNLESS NOTED OTHERWISE. 2x6 Q = Q Z r zLo = 4 1j w a a W Q THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL ❑ I AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR 2x4 QTO z w a - Ll W a x O W o z Q 90-DEGREE CORNERS. SHEATH INSIDE FACE ONLY IF NOTED O ❑ w z C w F . = z ❑ -i ON FRAMING PLAN. ACCEPTABLE TO FASTEN STUD TO _ U� - 3 N a w Q ❑ m P - U U STOP SHEATHING AT GOAL POST CORNER STUD GROUP W/ U x 2-ROWS 10d @ 6"O.E. z CHANGE IN PLATE HEIGHT SHEET NO.: ———— —— STAGGERED. STOP NAILS O ST-6 AT BOTTOM 24"OF STUD N • I X FOR CONNECTOR Q INSTALLATION O STRUCTURAL TOE-NAIL MIN 2x4 NO.2 SYP BLOCKING COf L DETAILS BETWEEN TRUSS TOP CHORDS W/ JACK AND KING STUDS. SEE QTO EXTERIOR WALL SHEATHING (3)10d COMMONS EACH END ROOF DECK Q JOB NO.: PLAN FOR QUANTITIES. 2x4 SYP OUTRIGGER @ 24"O.C. U RSO 155 CLIP TO GABLE TOP CHORD WITH GARAGE RETURNS TO BE .PLAN VIEW Q (1)H2.5T w/(10)8d x CH FRAMED AS 2x6. ry SUBDIVISION: 2x4 N0.2 SYP BLOCKING BETWEEN QTB OR DTT2Z AT HEADER AT CORNER O Atlantic Beach OUTLOOKERS. FASTEN EACH QTO CONTINUOUS TO WALL D- Country Club BLOCK TO ROOF DECK WITH 8d X X DOUBLE TOP PLATE ADDITIONAL WALL STUDS @ Q FASTEN 2x6 N0.2 SYP COMMON @ 3"O.C. � � MAX 16"O.C.AS REQUIRED LOT NO.: DIAGONAL BRACE TO cv c� FASTEN SHEATHING TO 16" O.C. C) 131-1 BLOCKING w/(6) I GABLE TRUSS GARAGE RETURN STUDS, >_ 10d COMMONS (3)STUDS MINIMUM PLAN VIEW TOP PLATE,AND BOTTOM AT CORNER Q FLOOR PLAN: TOTAL NUMBER OF JACK SHEATH FRONT FACE PLATE AS SHOWN W/8d I I 0 West Indies-C 2x6 NO.2 SYP DIAGONAL BRACE, 10 SEE PLAN WALL SHEATHING PER PLAN AND KING STUDS SHALL BE ONLY WITH 8d COMMON AT 3"O.C. •UP TO 8FT SINGLE 2x6 ONLY AS SPECIFIED ON PLAN. COMMON AT 3"ON I ( QTO CONTINUOUS TO WALL Z DESIGNED: •UP TO 20 8 2x6 W/2x6 x6 ONLY EDGE, 12"IN FIELD a (_ MLC/MJP /"DIA.ALL-THREAD W/2" DOUBLE TOP PLATE _ L OR T BRACE VERTICAL ( I W REINFORCEMENT PER ROUND WASHER DRILLED I TRUSS ENGINEERING EACH JACK STUD TO AND EPDXIED INTO I— REVIEWED: FASTEN 2x6 N0.2 SYP"T-BRACE" HEADER WITH MSTA24 I I CONCRETE W/7"EMBED OPTIONAL QTB IN LIEU OF ABU OR DBM TO DIAGONAL BRACE w/10d 2x6 JACK/KING STUDS DTT2Z,CONTRACTOR TO VERIFY MIN BOTTOM PLATE Q REVISIONS DATE COMMONS @ 3"O.C. NAILED TOGETHER w/(2) (2)VERTICAL#4 OR#5 REINFORCING X 6'4'ORAS SHOWN ON PLAN ROWS 10d COMMON @ 8" I I I I BARS EXTEND FROM FOOTING UP Q O.C.STAGGERED. INTO CONCRETE CURB W/OPTIONAL MONOLITHIC FOOTING 2x4x8'-0"NO.2 SYP LATERAL `� I I BRACE @ 48"O.C. FASTENED °� 8�. QUICK TIE OR STEMWALL m I ( I I HOLD DOWN OPTION ! #4 OR#5 VERTICAL REINFORCING p TO EACH TRUSS w/(3)10d I I I I I I IN LIEU OF ABU66: I I INSTALLED IN CURB @ 18"O.C. W COMMON SIMPSON ABU66 BOSS I III I I I •NOTCH STUDS 18"MAX I I MAX, MIN(2)VERTICAL BARS @ Z ' DBL TOP PLATE PER PLAN FROM BOTTOM PLATE EACH RETURN FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR o I III I I I o° (MAX(1)KING STUD Q FROM DIAGONAL BRACE TO TOP PLATE SPECIFIED ON PLAN MAY t W5, ___�- - - - _— C/) M O N TOE-NAIL MIN 2x6 NO 2 SYP BLOCKING 2x4 NO.2 SYP BLOCKING BETWEEN co BETWEEN TRUSS TOP CHORDS W/ OUTLOOKERS. FASTEN EACH J BEAM ABOVE (3) 10d EACH END BLOCK N @R 3"OF CECK W/8d O FASTEN 2x4 N0.2 SYP DIAGONAL O PER PLAN. ROOF DECK COMMON BRACE TO BLOCKING W/(6)10d U 3/8'x4"EMBED ANCHOR BOLT W/ 2x4 SYP OUTRIGGER @ 24"O.C. CU CLIP TO GABLE TOP CHORD W/ 00 N 2"SQUARE WASHER REQUIRED (1)H2.5T W/(10)8d x 1 2' 14N IN THIS PLATE ONLY. �� C) SINGLE STUD TYPICAL(3) ��'y GABLE TRUSS CORNERS. STUD MAY BE F�, p N 24"LONG 2x4 NO2 SYP SCAB M ORIENTED IN EITHER DIRECTION. N � ____ _ APPLIED TO GABLE. VERTICAL F —I OR BLOCKING BETWEEN _! PT NO 2 SYP BOTTOM PLATELL N TRUSS WEBS W/10d AT 3"O.C. 0 TYP ALL(4)SIDES. LLI L BEAM(OR GABLE TRUSS) 2x6 NO 2 SYP DIAGONAL BRACE I I 2x6 NO 2 SYP DIAGONAL BRACE —� ABOVE PER PLAN. (SEE PLAN FOR LENGTH) I I Z s •UP TO 8FT SINGLE 2x6 ONLY I FASTEN(1)SIMPSON HGA10 BRACE O •UP TO 20 FT,2x6 W/2x6 T-BRACE CONNECTOR FROM THE DIAGONAL � _ _ _ _ _ _ I I BRACE TO GABLE VERTICAL U '/16"OSB FASTENED TO STUDS W/8d FASTEN 2x6 NO.2 SYP COMMONS @ 3"O.C.ALONG PANEL EDGES. "T-BRACE"TO DIAGONAL f , I CV CU BRACE W/10d @ 3"O.C. I l I I 2x4 NO.2 SYP BLOCK CONTINUOUS 0 _ DBL STUD GROUP TO SLAB W/LTT20B OR DTT2Z 8'-0"OR AS SHOWN ON PLAN I I BETWEEN DIAGONAL BRACES. (DIT 2x4x8'-0"N0.2 SYP LATERAL I I FASTEN O O DBL TOP PLATE W/10d AT 3 � \j O DBL STUD SUPPORTING BEAMS. EACH BEAM TO BRACE @ 48"O.C. FASTENED I I U) /® d' STUD GROUP W/HTS20 OR MSTA24. TO EACH TRUSS W/(3)10d J TYPICAL BOX COLUMN DETAIL FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR I _l L___e_ _J OU *ACTUAL BEAM ORIENTATIONS MAY VARY* FROM TO DIAGONAL BRACE TO GABLE VERTICAL e e Y w NOTE: PER THE FBC 5th EDITION(2014)2304.11 PROTECTION AGAINST DECAYGABLE TRUSS TO TOP PLATE CONNECTION DBL TOP PLATE PER PLAN AND TERMITES,THE BOX COLUMN FRAMING SHOWN IS TO BE FRAMED 1. FACE NAIL GABLE BOTTOM CHORD TO ACCORDING TO ONE OF THE FOLLOWING TWO OPTIONS: z CONTINUOUS BLOCKING W/10d @ 8"O.C. 2. STRAP TRUSS TO TOP PLATE WITH MSTA12 OPT#1 -BOX COLUMN SHOWN IS TO BE INSTALLED WITH A MIN 6"HORIZONTAL W/(8)10d @ 48"O.C. OR TOP PLATE TO EXTERIOR WALL PER PLAN SEPARATION FROM THE EDGE OF THE CONCRETE FOUNDATION OR 8" TRUSS BOTTOM CHORD W/SDWC15600 LO VERTICAL SEPARATION FROM GRADE. INSTALLED VERTICALLY WALL SHEATHING PER PLAN LO x OPT#2-BOX COLUMN SHOWN IS TO BE INSTALLED WITHOUT THE SPECIFIED IqT z ❑ SEPARATION ACCORDING TO OPT#1,AND MUST BE FRAMED AND a ❑ 0 z IY 4 N SHEATHED WITH PRESERVATIVE-TREATED MATERIAL. GABLE ANGLE BRACING DETAIL (W/ HGA10) � W o Z = L � o o o 1) MAX.TRUSS SPACING=24"O.C. m ❑ z w ❑ � z z 0 2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR w W o m m o ❑ W o NON-DROPPED GABLE TRUSSES W/12"OR LESS OVERHANGS. Z W a w ❑ w w -W' W o N rn 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. U) D ❑ Mo. Z F w } m z ❑ Uj za � ¢ � uwi = wwm � 0ww Z a = oajm � � � � zw7L (n QHZF OW ❑ ZtLXO1p ❑ D owij ❑ � w ❑ ❑ aw zQaXwoQW ❑ moQoz W XWowXZQQww0� v LU w � Q �a < lw- � � � z ' wm . Z ZIYz< 0 - - LcHi ❑ 0 < wz Z w ° oamz` � �Q � zQ Z ❑ 19 - w ❑ W Q M _ W W N U I- HIZI- F- Y7Z W� DWH � Z [] Q � 0X01 W pZQ O � nF- ? 3NaIn < 0vi Z0m J IL Z SHEET NO.: o ST-7 STRUCTURAL DETAILS 0 JOB NO.: Q RS0155 s€: SUBDIVISION: o Atlantic Beach i Country Club Q LOT NO.: z_ 131-1 } Ur FLOOR PLAN: o West Indies-C 0 Z DESIGNED: C) MLC/MJP LU I— REVIEWED: LU DBM a Q REVISIONS DATE m W O LLJZ O H2 Q U) T J • e,� as w Z. W � Derek 9. Murray;P.E. Q ENGINEERING P.E. No.71457 01-27-2016