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1770 MARITIME OAK DR - NEW RESIDENCE DRAWINGS NOTES 5'-7" 1. DOORS AND WINDOWS ARE APPROXIMATE 12'-4" 4'-0" FINISHED SIZES; REFER TO MFG'S 44'-11° 4l-7l' SPECIFICATIONS FOR ROUGH OPENINGS PRIOR AIR HANDLER UNIT-ACCESS PANEL WITHIN TO FRAMING 6'OF ATT"IC ACCESS -SOLID FLOORING 8'4" 7-4" 1'-4" 6'-5" ll-All 6-6" 1 4" 6''5" 1'4" 2. VENTLEJ�� GAJ FIREPLACE 3°5°SH-EGRESS WITH NO OBSTRUCTIONS WITHIN 30"OF SILL @ 2'-6°AF-r= APPLIANCE ACCESS PANEL 5. FUTURE VENTED HOOD AT LANAI 4X4 F.J.POST TYP. 4. PREPLUMB SUMMER KITCHEN AT LANAI WRAPPED TO 16X16 5. CHEF KITCHEN ----�--- = 3-3060 SH-EGRESS 6. REMOVE GARDEN TUB AT OWNERS BATH — ROD& SHELF — AHU i HB SILL 2'0"AFF — ——————— ——————— 7. EXTEND SHOWER BY 1' IN OWNERS BATH N � \ i GAS 8. EXTEND TOILET ROOM BY 1 IN OWNERS BATH ----Y--- _ LANAI STUBI 9. 42"h WALL ON LANAI FOR SUMMER KITCHEN 13 F\' #2 I I �� o n o LANA I FUJUKE i < 10. GAS PACKAGE W/ 4- DROPS �, I'12El�1_UMP� v 11. TANKLESS GAS WH 11'-10"X 11'-0" I I B 9'CLG. acv �� o 23'-8"X 9'-6" VENTED fl �� 12'-11 PL.HT. SUMMEK HOOD I m e �ti o a" KITCHEN 6-211 OWNERS r SUITE o _ 4: y z15'-8"X 14'-6"' _e^ 16°8°,SGP W/(4) STANDARD 10CLG-. o 4P20 TRANS.OVER C, � 5'TUB z c o� 13ATH #2 N o � Y 9'CLG. WC � < � PAT N #,5 cli = c� J Y 9'CLG o LIVING �r �I �- � � STANDARD � cv �� LI V I I VG � < TUB 0 5'TUB o N N ROD&SHELF J w �o - - - - - - - - -, 1�OOM Z- ILL Lu Z- � I 23'4'X 16'-0" — Q REVISIONS 12'CLG. w (� a o R5 J 10'CI_G. PN-19 R15EI w �I a I= 2 8 (S)7 'RISE = 9 = o WIC a Rn 10"RUN 4 10'CLG. I _ c" 2580 no O' en o I A/C 19 [3f� #5 ROD&SHELF 11'-0"X11'-0" - - - -� 9'CLG. I - - - - - - 9'CLG. WIC I --- � (_ � .ROD&SHELF 777)77LL2-i L—X6W LL -- --- --- --------- zn �o 9'C.I_G. n ----------- --- - ---- i 5 SHLVS � Il 2°8° I ff540 11) IXED TRANS. 2'-6" 1 8" -4" 3'-10"oz I3'-8" 2'-7" 9'-6" IP1' _@ 3'-8"AFF o �? i o 'k E I _ Ua 10'CLG. a? g��, 7� ,� I I V IJE� KS I D w 10'CLG. I q A) I 300 FIXED � (v � � (AP � BARTOP A UP 19 RISERS r HDR C)7'0"AFF 7 R15F--. I I `� OVER 35 n WALL --- 10"RUN ----- - 8'-3" 2880 I I ————————— LL 10'CI_G. j MICRO i n z 0LS oft AP 40� 11 6 5'-0' F I I IDRAWFR� z n o 16'-6" 5t-51' - DINING , , 4�,J tet- � / ME o T �) 21'11" o 0 0 W' 12'-6"X 13'-2" I I I H 1 V \ B ' i Confidence I s = 1O' LG. 15'-0"X 13'-2" _ I I 10 cLG. 414 Old Hard Road, Suite 502 OWNERS /��i� Q 36 CAS COOKTO r 2nd FLOOf� W 11 V�V�T IH\ = 3'-10° I I w/vt.N n D HOOP i Fleming Office: 904 Florida 6553003 i = X ___ _ / g K/S 10'CLG. I ' OHC---- © o --- OHC t ) Fax. (904)269-2729 o �' 8'-6" 3'10" STU J 4i_0n g,_O11 In 11 O — ------ c9 D c---- 3-0 - �W � r �r Oro > = Lot ®t 1 ®7 4"d c,d 6.d c 10'CLG. TPvFRD GLS zFANKLESS10CLG.0 R SHELF OVER d EdCLGAS WH Atlantic Beach ch Ile STORAGE LNO S T� UNDER 2a8° 10'CLG. 2b8° STUB o �(' CNTRLS 51 A1RS —— — Country Club 211 12'-4" 5'-5 F- - T- LL] 210" \� p 2 8 ' I � I �i\ LU 0� DOOR 15 13/6"MIN. � Q 10'CL C, its SOLID CORE OR 20 1 y I I (D s LILL MINUTE FIRE RATED STEPS LL --- d I I w z (SELF CLOSING) AS RE.Q'D y� •�+ Residence�+ �n � 10'CLG. < fl Dennis Residence � < STUDY °8°ENTRY � I I �- U 1-7w FRAME FOR 11'-10"X 10'-0" �(TM D.GLS.INS R"T) z s ATTIC STAIRS I U-) 10'CLG. > 4 L—5a 5"X22 J' J 9'-6" 13'2" cn Wo ROD&SHELF w 5 = ———— � 2� Floor Plans WIC 10'CLG. ( o — �`AK p G 0 1770 Maritime Oak Drive _ ° Atlantic Beach, Fl. 32233 3-2"60 SH E I VTF1�/ l / \ I_22'-6"X 23 0, LO o o o SILT_CEJ 2'-0"AFF �� 10'-11/8"PL.HT. 10'-1 j"PL.HT. N � 2'52"" N 124° 4'-z" Drawn By Sheet ARJ o Date 12-11-2015 PAVER COURTYARD , Scale 1/4" = 1'-0" of CAP AT 50''11h PONY Plan West Indies - C MECHANICAL EQUIPMENT NOTES: 4o"h WALL �_ HB Written dimtn5ion5 shall have precedence over Scale dimen5ion5. FBG-fz302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 n ? o 0 0 o Contractors shall verify and be responsible for dimen5ion5 and GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE 50. FTG. CALCULATIONS 8 8 ovERHEAD DooR 8 8 ovERHEAD DooR candition5 of the job. ALLOWED. IST FLOOR LIVING 1917 4'-1° 10° 2.'-8" 8'0" 2'-2" 8 0 2'-8° Northeast Florida Design,Inc. hereby reserves its common law 1'-4° 15'-2° 2ND FLOOR LIVING 624 21'-5" 23�6�, copyrighe5 and other copyrights in these plans,designs and ideas. FBG R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND * - .r These plans,designs and ideas are not to be copied or changed in any ALL SIDES OF MECHANICAL EQUIPMENT AND TOTAL LIVING 2541 44'11" manner or form whatsoever,nor are they to be assigned to any third party without first abtaining the expre55 written perrni55ion frorn COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH GARAGE 549 Northeast Florida Design,Inc. OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER ENTRY 114 REVIEWED FOR CODE COMPLIANCE15t FLO�}R FLQL,/ /LANAI 227CITY OF ATLANTIC BEACH GROUND-MOUNTED MECHANICAL UNITS SHALL BE TOTAL COVERED 33,31 SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS fl2627 fan Jose Blvd ANCHORED IN ACCORDANCE WITH FBC-R, SECTION 1367.2. s�IlAIl>te 72 M REVIEVIIED BY: DAT :::::::: ::.:: 2+ =aft:. Jacksonville, FL 32223 Florida Design,Inc. 904.26 3319 ENGINEERED ROOF TRUSSES ®TES FIBERGLASS SHINGLES FASTENED PER FBG 8905.2 t_ SPRAY FOAM INSULATION 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS UNDERLAYMENT'rASTFNED PER F5C 8905.2.7 SPECIFICATIONS FOR REOUIREC) SLAP RECESS 051 ROOF SHEATHING 16-9" PRIOR TO LOURING CONCRETE SEE.CONNECT OR SCHEDULE 2-0A" 1'6,2:4 2. GAS STUE3 FOR FIREPLACE TOP OF PLATE 12 7 3. FREFLUMD SUMMER KITCHEN NN HB i— — — — — — �V�— — — — — — — — V — — — — — — — _i 4. (2) 2X4 CONCRETE FOOTINGS ON FORCH 6"GALV,SAVE DRIP LL--� L-__J L_J _J 1/2"DRYWALL __ CLG. FASCIA WRAPPED I �----- — — — — — — — — — — —L— — — GAS I (2)2x6 W/VINYL � � — — — — � i STUB I TOP PLATE I I PREPLUMB _ OPEN RAFTER TAILS I MONOLITHIC SLAB ( i 4"CONC. Lu SUMMER I �N SLAB KITCHEN I m 1!2"DRYWALL ,��-FOUNDATION Ii 11,_x;, 12-92U) L=JJ 3 COAT STUCCO FINISH i I IN II PAPER BACK WIRE LATHE I i 160 SILL 1/2"0 T HKEADED RUN TO TOP OF PLATE. --------- RODS PER I I I �-------- � ENGR'S PKG. R-19 INSULATION I I 1 MONOLITHIC SLAB w VAPOR BARRIER.SEALED ATFOUNDATION( i i Qo "TOP&BOTTOM PLATES. ^� I I F_ 2x6 STUDS AT 16"O.C. I i F-t_J 314"TIG SUBFLOOR I 7/16"OSB WALL SHEATHING i i I GAS L I-- ---� ' STUB I 2nd FLOOR 2x6 BOTTOM PLATE NLJ FINISHED FLOOR I � I u -- PLATE HEIGHT I i L---1 4'-7" REVISI®NS I ( I I I L 1 (2)2x6 TOP PLAT-E I I OPEN WEB FLOOR JOISTS n A/C I I I i t i t COMP. 1/2"DRYWALL GELLING n � I ---JI '--------------------------' L-----� r ---� r---� 3 COAL"STUCCO FINISH E I _J L -ir---------Ir--------------- L_--J L--- I u 1/2"DRYWALL I I c�N 1U'-7i;, 9" p-02" 1'72, 9'_�„ i Q PAPER BACK WIRE LA i HE RUN TO TOP OF PLATE. 0 1/2"OTHREADED L�s- --� U------�- ----__ n F%AVE & SIDIt RODS PEP LF----- ENGR'S PKG. i I ! 4"CONC.SLAB W'J FIBI-RMESH 08I L10; r-- I i R-19 INSULATION i I � I 6x,6x10 W.W.M.ON 6 MIL.VISQUEEN ° OVER CLEAN,WELL COMPACTED FILL o ANN o r WAC N 0 0 70M S F_ VAPOR BARRII K SEALED AT wwe I II ! TOP&BOTTOM PLATE=S. NOTE: Build ., ■■ 1.EXTERIOR FENESTRATION PIECES u t ""With Confidence 2x6 STUDS AT 16"O.C. __- I I N SUCH AS FOAM BANDING ARE 1-0 BE I ---- - INSTALLED OVER THE 5C RA TCH/BROWN --- 7/16"0513 WALL SHEATHING COAT OF STUCCO WITH A STRIP OF o 414 Old Hard Road, Suite 502 OF 2x6 P.T. SF�F-SEALING MEMBRANE I 3'-6„ r r -- - ------------ - �e- �i ua SAS__- ----- I FlemingOe 904 264 6553orida 003 2. HE JUNCTURE OF EXT ER.IOK PLASTER '�— ! /(( FINISHED FLOOR 13011 OM PLATE AND FF_NE5T8ATION PRODUCT S SNAIL BE { °? i --�o ma_ i L { i Fax: (904)269-2729 FINISHED GRADE SEALED WITH A SEALANT COMPLYING '< WITH SECTION 8613.8.1 OF THE FLORIDA I i NJG I W BUILDING CODE,RESIDENTIAL j I RE -SS A5 _ �–__-�L-----i u I TANKLESS 16"I-0 OWER o I MONOLITHIC SLAB GAS WH Lot �� PED. FOUNDATION MONOLITHIC SLAB ' :.. _ i i Il I GAS N �t C --- „ lantic Beach FOUNDATION I IT I I I r- ---- - _ ------- - - - - - - - - - - - �_ - - - - � - -Ij 5TUB NTRLS j i rZ-- -- - -I ! --- I -------------------- �� L - Country Club i 8-1C7 TYFICAL WALL 5ECTIO(� 36” 97" I ; 6'11" 1612' I ! I II SCALE:1/2"=1'-0" i n MONOLITHIC Dl_AB Dennis Residence FOUNDATIONi ------ � o I �''.E I FERAL 5TA(R DETAIL SCALE:N.T.S. WATER RESISTANT BARRIER- i i I i 3 SILL 4"CONC. 2 LAYERS REQUIRED I I SLAB FAS IFN LATH 0 7"O10 I T _� �� INTO -- - - - -� - - - - - - - - - - - - J -5 Z-511I N I Foundation anon L gout STAIR NOTES: INTO, BAMING L______ JZ � I EXPANSION �d a ACTUAL DIMEN51ON5 WILL VARY DEFENDING ON FIELD CONDITIONS,FLOOR COVERINGS,ANG/OR Q d I JOINT(i YP) VARIANCES IN CON51 RUCTION MATERIAL,ACTUAL-CONSTRUCTION MUST COMPLY d z W/8311.7 OF THE FLORIDA 5UI DING CODE,RESIDI-NTIAL. WEEP SCREED SURFACE I <o I I 1770 Maritime Oak Drive MAXIMUM PISFP HFIGHT: 7-3/4` MINIMUM TPF AD DEPTH: 10'(NOT INCLUDING NOSING) �4. SHOULD NOT BE BLOCKED W/ I { I Atlantic Beach Fl. 32233 MAXIMUM RIDER HEIGHT VARIATION: 3/8"(ENTIRE FLIGHT) FINISH MATERIAL FOR DRAIN GE MINIMUM STAIR WIDTH: 36" d dp PURPOSES MINIMUM HEADROOM CLEARANCE: 06'(ABOVE NOSING) 16-7" 4'-10" HANDRAIL NOTES: I I Drawn By ARJ Sheet ACTUAL CONSTRUCTION ION MUST COMPLY W/R3117.7 01 THE L LORIDA 51JILDINC LODE,KESIDENI IAL. _ HANUN AILS SHAI L NOT 6E LESS THAN 31 OR MORE THAN 38"IN HEIGHT ADOVE THE 5-1-AIR NOSING. TEK I v�/�I I N/�1TIO N OF STUCCO I PAVER HANDRAILS SHALL 8E CONTINUOUS PER FLIGHT OF STAIRS. 5 TUGCO TERMINATION PER ASTM C-926 A2.2.2. I ( I Date 12-11-2015 HANDRAILS SHAD BE 1 H CLEAR OF RLL ADJACENT E7MIN_ DRIP SCREED INSTALLED PER ASTM 1063-03 N I { I �+ IN NEWEL FOS IS OR SAL E TERMINALS. I { I Scale 1�4�� 1 L-011 MATERIALS AND EN✓b SHALL RETURN t WALL i�r'M1NA'I E HANDRAIL SHALL P5F'11/4"-2"IN CRO 5 SECTIONAL DIb1_N510N,OR APPkOVED QIJiVALE v,AND EDGES SHALL HAVE A MIN.RADIUS OF 0.01". HA _ — — R EN NDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. 2x4 CONCRETE F00[INGE, — I I Plan PEGINEER — — — — — — ( o i H.B. �, W�estndies- I J STAIR AND RATING SUPPLIER INS]All EK SHALL SATISFY ALL BUILDING PEPARTMENT APPROVAL REQUIREMENTS FOR FF \ N THE PRODUCTS FHEY PROVIDE OR INSTALLL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N N Written 6MCn510n5 Shall have precedence Over 5cale dimen5ion5. AN NORNAMEILS ORNSHAAMENTAL PATTERNVE ERMEHATERAILSOK �\�V� �~ o � Contrac�.ors Shall Verify and be m5p015VO for djrnen51on5 and AN ORNAMENTAL PATTERN SUCH THAT A 4"DIAMETER SPHERE CANNOT PASS THROUGH. 2- 8'-O° 2L-2" g'-0° 2- COnditlOnS Of"Che Job. THEGUARDRAIL A LOAD SHALL BE 21'-5" 23'-7" Northeast Florida Design,Inc. hereby reserves its common law ABLEIN KL FOOL A I_aAD OE2o L55 45-0„ copyrights and other copyrighl:5 In these pians,dc5ign5 and idea PER LINEAL FOOT APPLIED G� � I HORIZON TALCYA[ONGTHETOPRAIL. NOTE: These plans,de5igne,and Ideas are not to be copied or changed in any o 0 GUARDRAILS SHALL NOT BE 4"SPHFXE MAY NOT PAss mar er or form whatsoever,nor,arc they to be assigned to any third LESS THAN3C'INHEIGHT- THROUGH party without flr5t obtaining the expre55 written perml55ion from THF TRIANGULAR OPENINGS g . M SPHERE FOUNDATION FLAN FOR CONCRETE FORMING ANP Northeast Florida De,Si n Inc. AT S T AIR"!READ,RISER,& MAY NOT PASS THROUGH FOUNPATION t BGT,OM5HALLBESUCH PLUM13ING LOCATION REFERENCE ONLY. S?HERECANlOTPASSTHROUGH. REFER TO ASSOCIATED ENGINEERING DRAW NGS FOR FOOTER LOCATIONS AND DETAILS. :5::: " 12627 Saar Jose Blvd b . Suite 702.....<. ..:.::.... ...: ortheast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 NOTES 1'-4" GABLE 1. LAF SIDING ILO STUCCO ON 2N1) FLOOR 2. 42" HALF WALL FOR PREF LUM[3 SUMMER LJ LJ LJ LJ KITCHEN 5:12 I c� a_ I I 5:12 DECORATIVE FINIAL(TYP) LLJ C 5:12 i i BUILDING HEIGHT LAP SIDING(TYP) J 5fc i 12"x 42" r=�� LOUVER Fii r SHUTTER FIXED -� �i=--------- �i N 5112 (12 1 BOARD AND BATTEN 0 I L=� SIDING u 5:12 LAP SIDING(TYP) ii i n DECORATIVE 12. FINIAL(TYP) L � —� 5 EC=------ PLATE HEIGHT DIMENSIONAL h I i ---- — - - - - — 0" AND 6"BAND FIBERGLASS ----- 0 �----- i� SHINGLES(TYP) IL-= LA SIDING(TYP) - -- ---- 5:12 -- 1 10:121"X2"OVER 12 n 1"X 8"LINTEL 8 18"x 56"LOUVER SHUTTER 1� L-- �— FIXED 5:12 i FIXED 1b" SHUTTERS LAP SIDING(TYP) U < Ir --------------- a w m ' i------- ---------- �� C, i 0 6"SILL(TYP) N u o � \ 10 FIr ISHED FLOOR — 1 HEEL ON TRUSS --------- —]— r M =------ L=____- —__ =J — — --------- --- I i � � � i �� 10"BAND - .. .. � .. � • •• - ;. PI_�TE HEIGHT :' T REVISIONS PL - - - - - - , A E HEIGHT 5:12 v tij a I .. •. �� ,.: �-.. . "'. :..:.. . ... 2"SILL LL TYP --- i I 10:12 I n�---� .. . .. .. " -------------- .. :. •� ". .. . : : - ""•'-'=----..,;.�� :.•.T.{.�. :. L1 r --- I�� C rl I j WITH LANTERN WI ii v � II 1 � \� ii BRACKET G IJ h r JQ LJ L---- dN - 1"X 2."OVER = -ice 11"X�Y"LINTEL � UCIZ Q , Q 6:12 i COURTYARD STUCCO -� : FINISH(TYP) PONY WALL 1 I 8:12 1 ■■ FINISHED FLOOR - _J J — - - - — . .. . . - . :�. :-��. . ,•.� :."` . . � .' I iNiSHED FLOOR STUCCO o FINISH(TYP) `>. ..:.. .... Air -annomon I VEE' S I D E GRADE N DR O KETP✓E OI V T ELEVATION \T IClI V `/� � �/ \� BRACKET(TYP) ■■ SCALE: 115" = 1'-0" Build With Confidence 5FRAY FOAM INSULATION AT 414 Old Hard Road, Suite 502 ROOF DECK, NO VENTS REQUIRED Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 DECORATIVE 2'-4" FINIH:'_(TYP) DIMENSIONAL FIBERGLASS SHINGLES(TYP) ®t 107 ' Atlantic Beach 0 N O N 11 11 11 11 11 11 ii 111 11 11 H 11 IL-LiLti � II + II4LLIff ff II I IIII ,, Count 1��LJ�� I._l_i_iJ� i � u _ 1 U ► !1 LSI i� �� L� �� I � LLL�LI�i� I�L.�.�IJ DECORATIVE FINIAL(TYP) LAP SIDING(TYP) 1'-102° 12 1. Dennis Residence 2.. I ^� 5 131�AGKET DETAIL til Roof Plan/ Elevations I Ll 12 I 12 1770 Maritime Oak Drive J 8 Atlantic Beach, Fl. 32233 HEEL ON TRUSS PLATE HEIGHT x_10 HEEL ON TRUSS - .. � 1111 11 L-L11 11 11 11 -H _� tT 1. 11 11 11 11 11 111111 111111 111111 111 11 Drawn By ARJ Sheet PLATE HEIGHT :-:• •..:,: OPEN RAFTER TAILS :. ... .. .. .. . _ ... . .. . . •: -�-�. :- ' . • • .. - •._ Date :.. . .. . . . . . . .. _ � . . . .. . . .. :. . . . . . . 12 11 2015 .. . . ••-�.." �-�-. ".:': .:":. "- - .. .• :: ale -011 of Sc _. . . .. . 4" I (TYP) T Plan ( ) West Indies- : .. . -_;-.: . - •.; :. 4X4 P:?.POST - o .. .. � . . -• .. ... . WRAPPED T 16X16 TYP. : . .: . � ,., ... .. . .., : .- � �, -• .. . . . .. WALE Written dirnen5ion5 5ha11 have recedence over Scale dimensions. .. .. 42"HALF p } . ( . � - . . . . .. . . .. Contractors shall verify and be res on5 ib efor dimensions and FINISH FINISH conditions of the job. STUCCO TYP) - .:•• .: ... ... - �.. ' .. .. .. . . . .. . . . . . ,.,. :...-' ..• Northeast Florida Design,Inc hereby reserves its common law v is and other co • opyrigh pyright5 in these lans,designs and ideas. FINISHED FLOOR - .. :- . . ... .. :---• -. :. . . .. ... : .,• " ... . . "". •: .. . .. - . . ... ._ .. - - p Theseplans,Jsl n5 FINISHED FLOOR and ideas are not t o . . .. . .. ..... . . .. ... ..:. <.- :.. ... .. .. .. .. . " . . .. ., _ .. they to g d to andyl third g co manner or form whatsoever nor are be N —GRA-D-E - - — • _. ..;- :' .. :.. . :". .... ..., _..:, °.•.:. - -:• �.�.. �. .,: -•: .. ." .:. .•.•... • .. ..•• .. . •�� .. .. ... . ._. . . . . .. .. . Northeast Florida yitho�.first obtaining the expre5 5 gnrincPn permissionrmi5,lon from Desi T'X2"OVER RIGHT SIDE ELEVATION 1"X 8"LINTEL 6"SILL(TYP) :• ::.- ..,:.:;:._ 1262 l � ��tl�®S� d Blvd ......-...:.:- smite 70 ortheastJacksonville, FL 32223 Florida Design,Inc. 904.260.331 i I i NOTES ATTIC VENTILATION AREA CALCULATIONS Excerpt of the 2014 Duilding Code,Rc5identiai 8806,1 Ventilation required. Enclosed attic5 and enclosed rafter 5pace5 formed where ceilings are applied directly to the underside of roof rafters shall have cro55 ventilation for each Separate Space by ventilating opening5 DUILDING HEIGHT protected against the entrance of rain or Snow.Ventilation openings Shall have a least dimension of — — _ — — — — — — — — — 1116 inch(1.6 mm)minimum and 1/4 inch(6.4 mm)maximum.Ventilation openings having a lea5t 12"x42"LOUVERED dimension larger than 1/4 inch(6.4 mrn)51hall be provided with corro5ion-re5i5tant wire cloth SHUTTER FIXED Screening,hardware cloth,or 51milar material with openings having a least dimension of 1/16 inch(1.6 mm)minimum and 1/4 inch(6.4 mm)maximum.Openings In roof framing members 5h,911 conform to the LAP IDING(TYP) rcquircment5 of Section Ra02.1.8.Required ventilation opcning5 shall open directly to the outside BOARD AND DAT(`EN SIDING air. BOARD AND BATTEN SIDING. 12 Exception:Attic ventilation 51hall not be required when determined not necessary by the code official 10 due,to atrno5pheric or climatic conditions. LAP SIDING(TYP) 8806.2 Minimum vent area. The rninimum net free ventilating area Shall be 1/150 of the area of the vented 5pace. 12 _ — — — PLATE HEIGHT Exception:The minimum net free ventilation area Shall be 1/300 of the vented 5pace provided one or 5 (— 10"BAND more of the following condition,,are met: 1"X 2"OVER 1.In Climate Zone5 6,7 and 8,a C1a55 I or 11 vapor retarder 15 installed on the warm-in-winter Side of 1"X 8"LINTEL the ceiling. 12 4""1 RIM(TYP) 2.At least 40 percent and not more than 50 percent of the required ventilating area 15 provided by 8 12 ventilator5 located in the upper portion of the attic or rafter 5pace.Upper ventilator5 5hall be - 5 located no more than 3 feet(914 mm)below the ridge or highest point of the 5pace,measured 6"SILL vertically,with the balance of the required ventilation provided by cave or cornice vent5.Where the location of wall or roof framing members conflict5 with the installation of upper ventilator5, DIMENGONAL installation more than 3 feet(.914 mm)below the ridge or highest point of the space 5hall be FIB1 RGLA55 permitted. HEEL ON TRUSS — _ SHINGLES(TYP) 8806.5 Vent and insulation clearance. CD FLAT]-HEIGHT Where cave or cornice vents are in5talled,insulation Shall not block the free flow of air.A minimum of — — FINISHED FLOOR a 1-inch(25 mm)5pace shall be provided between the insulation and the roof Sheathing and at the WHEEL ON TRUSS — — — — location of the vent. CV PLATE HEIGHT ::.: . : -- -- PLATE HEIGHT OPEN RAFI-FR - TAILS _ _ REVISIONS -- SFKAY FOAM INSULATION AT .. .. - 1°x 2"OVER ROOF DECK, NO VENTS REQUIRED =iro :..... 1 X 8 LIN FEL 0 6"SILL o 4X4 P.T.P051 WRAPPED TO 3 BAND 16X161 YP. STUCCO FINISH(TYP) STUCCO 1 FINIS FINISHED FLOOR FINI5HED FLOOR H(1 'P) . o — GRAPE f FEAR ELEVATION R° "M imp100�1%m 36 O N - i• Build With Confidence 414 Old Hard Road, Suite 502 ONALDECORATIVE: 4" Fleming Island, Florida 32003 1 15DENGERGLASS 55 FINIAL(TYP) � � \�� Office: (904) 264-6553 FIT I Fax: SHINGLES(1-YP) V�}ET!p IL (904)269-2729 Lot 107 Atlantic Beach DECOR A"FIVE Countiy Club FINIAL(TYP) LAP SIDING(TYP) DennisResidicmovo; «LJ1LJ LLIJ LJFT I Elevations 1i U 1 1 1770 Maritime Oak Drive HEEL ON TRUSS HEEL ON TRUSS — - - -- — Atlantic Beach, Fl. 32233 10"BAND PLATE HEIGHT :: . n - LA LATE HEIGHT OPEN R F_ER TAILS A :.. . .. : ....:. ,.:'•. ' Drawn (7By .. .. Sheet ARJ 4x4-F.I.POST • '' ` - . ... . . .. . .. . .. . .. ..... . .. .. . . .. . . Dae WRAPPF_D 10 .. , . .- '•..:.. •:.: . •... . - .. .. .: .. _. ... .:..:. : :.... •.-. .-�.. ... .. .. ... � 12-11-2015 16X16 FYP. ., ... ,. . . 1 8LINTEL . . .. ., . •... . , . ... X 1"X 2"OVER Scale H _ 4� tl 1 x 2 OVER ... - .. .. . . .. . .••'' . . .. .. . . . ::... :•..: .•.::. :. .:.:: : ..:.. . . .. - - 1/4 1 0 I : .; 6 SILL 1 x LINTEL : of .. .. .... .. . .,: an : . SILL .. . .. .. ... . . .: . . .. - .. .... . ..: .• . . . .. _ . .: .' ..�- --�' • -� . STUCCO West Indies-does C FINIS ( Y 5 CC FUG � FINISH(TYP) �. . .; ... .. . . .. . . .. .. •:. .:..- ..:� . .. ... .. .. . _ .. . .. _ . COURTYARD II :. .-•.. . .... PONY MALL ten dirne 5i Contractors Shall verify h .. . ..: .. :. . .. : .. , . _ . .. .. . -'.•_ for dimensiona and ri have,precedence over 5ca e imen FINISHED FLOOR FINISH FLOOR f and be res condition of thejob. y ponsible : - ' .:. ... .... . .. -. .. .. .., - :.. ... . .... . .... .... ,. - .• .- ":: .. . . _. . . .. .. .. .. . .• .. . . . ... . : .....'..:. .'. • . .•..:.•.. .. ' .. — GRADE - Florida a Desi nneere e mon lawNortheas` GRADEcopyrights and other copyrights in tt>P5e plans,design end ideas. N These plans,de5ign5 and ideas are not to be copied or changed in any DECORATIVE manner or form whatsoever,nor are they to be 155igried to any third LEFT01 PE ELEVATION BRACKET(TYP) party without first obtaining the expre55 written permi55ion from Northea5i;Florida Design,Inc. 3"BAND STUCCO FINISH(TYP) 12627 San Jose Blvd Smite 702 ortheast:.:: Jacksonviflfle, FL 32223 Florida Design,Inca 904.260.3319 i NOTES 1. PREWIRE SUMMER KITCHEN, FUTURE VENTED HOOD 2. CHEF KITCHEN 3. COACH LIGHT CENTERED ABOVE GARAGE 4. (2) PENDENT PREWIRES AE30VE ISLAND — — — — — — — — — — \,''T ,�Hu ——-———— 5. (4) RECESS LIGHTS IN FAMILY ROOM ------- ------- 6. RECESS LIGHT IN OWNERS BATH TOILET ROOM �s1_> vICF--- ——————— ——————— —— ————-- 7. (3) RECESS LIGHTS IN OWNERS BATH 3 OUTLET 8. (4) SCONCE LIGHTS IN OWNERS DATH, 1 ON f ( ' / AHu PREWIRE& S,A� EITHER SIDE OF VANITY �_-- - L�� ---' BRACE ONLY PREWIRE PREWIR I 9. ADDT L OUTLET IN GARAGE PRENIKE& HOOD Wp/ F, 10. FAN ONLY IN FAMILY ROOM BRACE ONLY 0 Wr'/Grt r PREWIRE 11, RECESS LIGHT IN OWNERS PATH TOILET ROOM To LIGHT& (D �' ! SUMMER 12. PAS PACKAGE W/ 4- DROPS PREWIRE& KITCHr=N r�o 13. TANKLESS GAS WH , i �� J \, BRACE ONLY ! I 14. LANDSCAPE LIGHTING CIRCUIT 15. SCONCE LIGHT OVER KITCHEN SINK ABOVE \ WINDOW O X// r-- \ 71k_11' , ! 9 1_ I o I + r' { PKEWIRE& i� LANDSCAPE y —— Q BRACE ONLY ti LIGHTING ®® i CIRCUIT SECURITY ,r PREWIRE PREVdIRE& I \\ I IRRIGATION BRACE ONLY \\ I CIRCUIT REVISIONS �� " I ( ! \� WF/GFI 00 \��lJ ��l'J- I O / x------------ / �'' - A/C \, COPA'. I I / r - - -- - - - - - - - ! / r sl-RVICI=ouTLr_T ------ ----- -------- - FOR A/C COMP. ------ ----- -------- - -- 3 I 3 I WP/G i I I M/W CIRCUIT I m 'p P E R. I E co t� I I ,' FFEWIRE `�� t 2ridFLOORELECTP\ICAL ' LAN _- II 3#LLN �� t Gt t M V AP UMDRAWER 71 — _ TO LIGHT& r �\ SWITCH ABOVE r' I I GAS COOKrori ' Build With Confidence a I I W/VENTED HOOD ' I I ® ° 414 Old Hard Road, Suite 502 ` Gf1 I /rte ° ° GAS � + /! Fleming Island, Florida 32003 1! OUTLFT Q c �— UNDER K/S ; u 'ru Office: (904) 264-6553 VF-F � _ � �� — I— — Fax: (904)269-2729 W °r \ �"� - \ ` Lot 107 ° r `� !' ,' GAS STUB t , � ———— TANKLESS Atlantic Beach /� /0 ———— � LOCATE GAS WH (D co PANEL BOX ' Country Club ; , � I\ / x- ------ fL Jf Dennis Residence DRACE ONLY I77GH � y EI.._ECTf�ICL LEGEND _ ,� ,'- �-� ,' �`, �� Electrical Plans (9-- 110 DUPLEX OUTLET(AFC PROTECTED) ( CEILING MOUNTED LIGHT / -� 1770 Maritime Oak Drive HALF-SWITCHED OUTLET PULL-CHAIN -- Atlantic Beach, Fl. 32233 G.D.O. G.P.O. GFI DUPLEX OUTLET (- WALL MOUNTED LIGHT INSTALL INSTALL , , &r'/GFtWEATHER PROTECTED OUTLET (0 RECESSED LIGHT FIXTURE '� Drawn By ARJ Sheet CEILING OUTLET & SPOTLIGHT ' Date 12-11-2015 R FLOOR OUTLET � EXHAUST FAN W/ LIGHT ' ADD 1i4"r'L Scale = 11-011 } & 220 OUTLET ,� EXHAUST FAN ELECTRICAL NOTES ,� OUTLET of Plan ® SPECIAL PURPOSE OUTLET ® FLUORESCENT FIXTURE / GFI West Indies- C 1. ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM FINISHED FL )OK TO CENTERED LINE OF THE 13OX TO i G� SWITCH °� CARRIAGE LIGHT 3E: 12"AEE (GENERAL)- KITCHEN 44"AEE- 3ATHROOM 39"AEE(44"AEE WITH RAISED VANITY)- LAUNDRY f ROOM 36" AEE- EXTEKIOR WATERPROOF 12"AEE TO 42"AEF -GARAGE GENERAL PURPOSE-44" AEE- 3-WAY SWITCH DOUBLE FLOOD LIGHT KITCHEN ISLAND OUTLETS MAXIMUM OF 12" 3ELOW COUNTER SURFACE \\ _ -- Written dimensions shall have precedence over kale dimen5and 2. ALL TRIM PLATES & DEVICES TO 13E GANGED,WHERE P055I3LE. _ Contractors shall verify and be responsible for dimensions and 4-WAY SWITCH ® PANEL F30X 3. ELECTRICAL SWITCHES TO 5E AT 42"CENTERLINE A30'VE FINISH -D FLOOR. -_- condition,of the job. 4.ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL ORK SHALL 3E DONE IN STRICT DIMMER SWITCH a SMOKE DETECTOR ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION 3Y A LICENSED ELECTRICAL Northeast Florida Design,Inc. hereby re,erve5 its common law CONTRACTOR WHO SHALL 3E KESPONSI3LE FOR THE INSTALLATIO & SIZING OF ALL ELECTRICAL,WIRING& I �� FLOOR ELECTf�ICAL FLAN copyright,and other copyrights in these plans,designs and ideas. TELEPHONE co CARL3ON MONOXIDE DET. ACCESSOKIES. Thee plan,,designs and idea,are not to be copied en changed in any 5. SMOKE AND CAR50N MONOXIDE DETECTOKS SHALL 5E IN ACCORDANCE WITH 2,014 FLORIDA 3UILDING manner without form whatsoever,nor are they to ri assigned to any third CABLE TV CODE, SECTIONS K314 ANG 8315 party without first obtaining the expre5,written permi5,lon from r,7v Northeast Florida Design,Inc. 6. PROVIDE AFG15 (ARC FAULT INTERRUPTER'S)IN DWELLING UNIT 13RANCH CIRCUIT LOCATIONS PER F3CR PREWIRE & 13RACE T. 12 GF15FI, T. (GROUND FAULT INTERRI,PTEKS)FOR WATER AREAS AND OUTDOOR CIRCUITS PE-R F3CR.E3902 - CEILING FAN WITH LIGHT 8.ALL PERMANENT INTERIOR LIGHTING IS 100% HIGH EFFICAC'f CFL/LED LAME s PER FDC EC 8404.1 Northeast 1.2627 San J®se Bl®d Site 702 Jacksonville, FIC, 32223 Florida Design,Inc. 904,260.3319 NOTES INSTALL SHINGLES OVER FLANGE @ HEAD VALLEY SHINGLE INSTALLATION: ENOLp4 FIBERGLASS SHINGLE INSTALL SHINGLES USING WEAVE METHOD 6 OPT.PROVIDE LEAD VENT ROOFING OVER 15#FELT C��p1NG ROpF PECK °�\ BOOT WITH INTEGRAL FLANGE i i OVER 7/16"OSI3 i I PRE ENG WD TROVER 1.EXTEND(1)FULL END SHINGLE MIN.12"PAST SUG 51 VENT STACK,SEE PLUMBING I I CENTER LINE OF VALLEY.SEE MANUF WRITTEN CpUR ° INSTRUCTION FOR ADDITIONAL INSTALLATION FOR SIZE&LOCATION I INFORMATION S�Op O e °�� PREFORMED FLEXIBLE BOOT I FLASHING W/INTEGRAL FLANGE2.DO NOT NAIL 6"MIN.FROM VALLEY CENTER LINE SET IN PLASTIC ROOF CEMENT -------- TEMPORARILY FOLD-UP& �1'ol e6 �/ OUT BWEATHER ARRIER BARRIER SECURE WEATHER INSTALL FLANGE OVER I I 45"ANGLE UNDER)@HEAD SHINGLE @ BASE FIBERGLASS NGLE ROOFING OVER HI FELT e ° OVER 7/16"OSB OVER 35° PRE-ENG WD TRUSSES r 24"WIDE METAL VALLEY �THERaA�EFN FLASHING OVER 15#FELT ®R4 F.pG LINE OF WINDOW OPENIN 6 FOLD WEATHER BARRIER IN AT JAMBS AND SILL MECHANICALLY FASTEN FANNED EDGE(CAP,NAILS, STAPLES)IF REQUIRED BY NOTES: FLASHING MANUFACTURER UNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH BARRIER OVER SWEATHER INSTALL 9"WIDE BARRIER OVER SHEATHIN SELF-ADHERING FLEXIBLE MANUFACTURERS WRITTEN INSTRUCTIONS OVER WD STUD WALL MEMBRANE FLASHING@ s°TYP. SILL 2.APPLY ROOFING CEMENT OR SELF-ADHERING EXTEND FLASHING UP JAMBS 8"MIN. �+ FLASHING OVER FLANGE AT HEAD ONLY STEP 1 STEP 2 STEP 3 SHINGLES AVER KE VENT STACK FLASHING DETAIL VALLEY FLASHING DETAIL (- OVER EAVE&RAKE EDGES TO PROVIDE DRIP N.T.S. N.T,S. EDGE ALONG RAKES,CEMENT SHINGLES TO UNDERLAYMENT &EACH OTHER IN A 4"WIDT OF ASPHALT PLASTIC ROOF FIBERGLASS SHINGLE ROOFING OVER CEMENT j —WALL SHEATHING UNDERLAYMENT INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE AT STUCCO/CV FINISH HEAD NON-CORRODING ASSEMBLY W/15#FELT GALVANIZED METAL OFF RIDGE MTL EAVE DRIP TRIM 6"-7"FROM END '�� OVER APPROVED WEATHER VENT WITH BAFFLE.SET IN ' I BARRIER PLASTIC ROOF CEMENT OR APPLY3/8"NOM' OF FIRST SHINGLE LAP FELT AND WEATHER coNnwuous BEAD of SEALANT SEALANT ATJAMBS&HEAD I I INSTALL WINDOW PLUMB, INSTALDHERINE 5° ' °✓'w BARRIER OVER VINYL SELF ADHERIN TRIM TABS FROM... > OR APPLY TO BACK I LEVEL8 SQUARE PER MEMBRANE FLASHING STARTER COURSE---, STUCCO STOPIWEEP WINDOW NAILING FLANGE IN I I MANUFACTURERSWRITTEN OVERNALINGFLANGE@ SCREEN LINE w1 PRE PUNCHED NSTRUCT ONS SHINGLES EXTEND 15#ROOFING FELT HOLEsoRSLors i I JAMBS UP WALL 7"MIN. STARTER COURSE ^ 5x5 METAL FLASHING OVER VENT AFLANGE OIVER ? ROOFING FELT(NAIL TO SHINGLES AT BASE Z ROOF DECK NOT WALL 7/16"OSB OVER REVISIONS SHEATHING) ' I ' I ° CAP SHINGLE-DO NOT NAIL PRE-ENG OVER , EXTEND MEMBRAN S`7 TRUSSES FLASHING MIN.1"BELOW INSTALL WITH ROOF SILL FLEXIBLE FLASHING PLACE SHINGLES CLOSE ` CEMENT TOGETHER BUT DO NOT SHINGLE ROOFING CROWD NOTES: STEP 4 STEP 5 STEP 6 ALONG RAKES,CEMENT ROOF CEMENT SHINGLES TO UNDERLAYMENT i " 1.INSTALL IN STRICT ACCORDANCE WITH &EACH OTHER INA 4"WIDT i! I OF ASPHALT PLASTIC ROOF MANUFACTURERS WRITTEN INSTRUCTIONS CEMENT \\ 2.APPLY ROOFING CEMENT OR SELF-ADHERING NON-CORRODING i FLASHING OVER FLANGE AT HEAD ONLY i PLACE SHINGLES 3l8" MTL EAVE DRIP i! OVER EAVE&RAKE IER EDGES TO PROVIDE DRIP Dow WEATHER lAcoBARRNAi OFF-RIDGE VENT FLASHING DETAIL NSTALL 4"WIDE CUTB ACROSS HEAD OF EDGE WALL FLASHING DETAIL - STUCCO SELF-ADHERING WINDOW MEMBRANE FLASHIN \ OVERNAILING FLANGE @ N.T.S. N.T.S. HEAD FIRSTCOURSE EXTEND SELF-ADHERING MEMBRANE FLASHING 1" \ \ SEAL WINDOW FRAME TO MIN.BEYOND JAMB INSIDE OF R.O.WITH FLASHING SEALANT AT IL - S LANDA ' OR MINIMUM 12"UP BOTH STUCCO/CV FINISH NOTE: AMS TO FORMA BACK WALL SHEATHING ASSEMBLY 1.WINDOW INSTALLATION& DAM.SEAL BALANCE OF MIN." FRAME WITH SEALANT OR FLASHING DETAILS ARE LOW-EXPANDING FOAM SYN WD SIDING OVER LAP BARRIER OVER NAILING CONSISTENT WITH ASTM2112 (PROVIDE BACKER ROD /// APPROVED WEATHER FLANGE METHOD A-1 EXCEPT WHERE REQUIRED) IVEK" S I D' E .SELF-ADHERING MEMBRANE 11-1/2"to 12-112" 11-112"to 12-1/2" BARRIER FLASHINGS ARE USED. '"to 1-112" — — 1"to 1-1/2'' LAP WEATHER BARRIER OVER VINYL DRIP WEEP SCREED CONTRACTORS INSTALLATION ¢ r - - - - - D - - - - - O o METAL FLASHING AND SECURE 2.IT IS THE WITH STARTER STRIP 5"X5"METAL FLASHING I RESPONSIBILITY TO VERIFY 8A THE COMPATIBILITY OF ALL UP WAEXTENDLL 15#"MINOFINGFELT KICK-OUT(SEE i (�7�J WEATHER BARRIERPRODUCTS ING ,,SEALANT FLASHING DETAIL) i &SELF-ADHERING FLASHING s■ I Z l I MATERIALS USED DURINGan I z z 5x5 METAL FLASHING OVER F,, CONSTRUCTION. p INTERIOR VIEWr g ROOFING FELT(NAIL TO ROOF STEP 7 STEP 8 STEP 9 Build t d' i tConfidence SHINGLE NAILING O DECK NOT WALL SHEATHING) EXTEND KICK OUT 2" i 3.M INSTALL ALL MATERIALS PER � � MANUFACTURERS WRITTEN I BEYOND FASCIA 1Nl I SPECIFICATIONS. CAP SHINGLE-DO NOT NAIL 5 l� J r Old INSTALL WITH ROOF CEMENT SEALANT/FLASHINGS MAY `tl4 Old Hard Road, Suite 502 REACT ADVERSELY IF NOT \ SHINGLE ROOFING COMPATIBLE. Fleming Island] Florida 32003 ROOFING DETAILS ROOF CEMENT N.T.S. �� FELT UNDERLAYMENT r SHINGLE ROOFING Office: (904) 264-6553 NOTE:DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, MTL DRIP EDGE ✓✓ FOR SLOPES BELOW 4:12,ALL ROOFING UNDERLAYMENT �\ FASCIA NOTE:INSTALL KICKOUT Fax: (904)269-2729 SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED FLASHING AT BOTTOM OF BY THE SHINGLE MANUFACTURER FOR USE ON LOW ROOF&WALL INTERSECTIONS WATER WALL FLASHING DETAIL - LAP SIDING WALL/KICKOUT FLASHING DETAIL SEAL WINDOW FLASHING INSTALLATION DETAILS 1 n HT SLOPE ROOFING PROJECTS 107 N.T.S. N.T.S. N.T.S. tla tic Beach Country Club i APPROVEDWEATHER O DennisResidence BARRIER OVER - SHEATHING j .. I INSTALL DOOR PLUMB, O - I LEVEL&SQUARE PER LINE OF DOOR OPENING I MANUFACTURER WRITTEN ', .. INSTRUCTIONS CUT WEATHER .I BARRIER FOLD WEATHER - BARRIER IN AN AROUNDJAMBS ROOF TRUSSES - -�-' Flashing Details I. APPTHRE LEANT IN 1770 Maritime Oak Drive I 2x4 13LOCKING REQURED i BED OF SEALANT Ai PANEL JCINI-5 APPLY SEALANT AT �A 1 y� �} �j 32233 CORNERS BFRONT SHOLD Atlantic Beach, 1 1. OF THRESHOLD STEP 1 STEP 2 STEP 3 SUBI=A5GIA BASE LAYER: 5/6°DENS(LA55I IKECUARD SHEAmING NOTE:AT UNPROTECTED DOORS,BOTTOM Drawn By Sheet A.rPACe � Hi211j1YP, 'vi° 1/4th OF JAMBS SHALL BE COMPOSITE,P.T. ARJ 11 DKYWAu 5GREiW5 OR OTHER DECAY RESISTANT MATERIAL " NO VENTS ARL ALLOWED Date 12-11-2015 FACE LAY e 518'PEN5GLA55 FIKEGUARJ SHEATHING - INSTALL 4°WIDE -- - SELF-ADHERING MEMBRANE I ATTACHED NITi-i 1+`2 TYPE G 7KYWALI. ..i/4" ... -.. SC(.F415'N 12"CC" - FLASHING OVERLAPPING 7 -OFF FT JOINT 5)N EASE AND FACE LAYFR 24" - DOOR FRAME v4^ Scale 4 0 1/4" = 1'-011 of / NO FE': - EXTEND SELFADHERING - 1" plaid �W7 (� TY1 1 �+ DESIGN EASED ON CA FILE No.RC 2602 INSTALL 4'WIDE MEMBRANE FLASHING I"MIN. - MIN- SELF-ADHERING IN _ •�est II1d1eS- (v\ SELF-ADHERING MEMBRANE BEYOND JAMB FLASHING - - FLASHING OVERLAPPING - DOOR FRAME 1/4" .... .. Written dimensions shall have precedence over scale dimen5ion5. SECTION-(1)HOUR FIRE RA"TED(UNDERSIDE ONLY)SOFFIT AS NEFDI D Contractors shall verify and be responsible for dimensions and I H15 DETAIL ONLY APPLICABLE WHFRE SEPAF.ATION DISTANCE OF OVERHANG 15 LE55 THAN 5'AND MORE THAN 2'FROM PROPER PY LINE -. SEE DOOR DETAILS FOR conditions of the job. ... FINISHRRIM DETAILS - `� Northeast Florida De51gn,Inc. hereby reserves its common law ALTERNATE: copyrights and other copyrights in these plans,de5ign5 and ideas. RATED SOFFIT FOK(1) LE5 WHICH MEET These plans,designs and Ideas are not to be copied or changed in any UL STANDARDS FOR(1)HOUR STEP 4 STEP 5 manner or form whatsoever,nor are they to be assigned to any third FIRE RATING ARE PERMITTED party without first obtaining the express written permission from II Northeast Florida Design,Inc. DOOR FLASHING INSTALLATION DETAILS � N.T.S. a .-:.:_ v i 12527 San Jose Blvd ,, Suite 702 RL" 3PY Northeast Jacksonville, FL 32223 Florida Design,Inc, 904,260,3319 � I i NOTES 1. DOORS AND WINDOWS ARE Af FROXIMATE 16-4 '-f, " � FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FDP ROUGH OPENINGS PRIOR 04" 4'-7' TO FRAMING AN HANDLEF UN11T-ACCESS PANEL WITMN 5- 8, „ r, ., 1 err Or 5rr 1r err 6r-6r, 14„ r'-5' 1'�'° 2.VENTLE55 GAS FIREPLACE 6`OIC ATTIC ACCE�� -SCiLID FI,DORitaG 3050 5H-EGRE55 WITH NO 0135TRUCTIDNS/ITHIN 30"OF 3. FUTURE VENTED HOOD AT LANAI SILL Q 2-6 AFF APPLIAIa,E;1CC" PANEL R� a.x4 Pr.PoST TYP. 4. PRE#'LUMB SUMMER KITCHEN AT LANAI ,I- WWPED TO 16x16 5. CHEF KITCHEN —— — —— —-- ..__,`r &-REMOVE GARDEN TUB AT OWNERS BATH r FOD SHELF ;� �'1_- -; r H5 ` ~ ' 7. EXTEND SHOWER PY 1" IN OWNERS PA H (1) 0 -- — t , i I AHU — SILL'A, O"AFF ....-----'--' ------- T N 1 �• , , � c�As 8. EXTEND TOILET ROOM BY 1' 1N OWNERS BATH ' ��J_��'i__ _i 5TUDI Y6 I 9. 42"h WALL ON LANAI FOR SUMMER. KITCHEN _ 5 # ! ! � `�' M _ l� L 1 1 N/ I CJT[�RE I 10. GAS �'ACKAGE W! 4- DROPS ! � u� , VENTED ! �' u n° �, �� , � �;,-�.rr X 9-�" i?>��P�u�� 11. I ANKLES 5 GAS WH 11'-10"X 1r-0"' . c G.�a N , , ��c I _ , ,,, SUMMEP HOOD 9'CLO. 1 ( z`�` ��' _ 1'2-1 PL,HT. KITCHEN I kf` v�U ct) r < Cf" 11r-i?-r' 4. LI ot�'� VO OWNESS = �� SUITE qP Ln ,may r r' 15'-f t 1�r err _° J 1c' l L 4°2°TRANS.DYER Z� c� 0 6 NPARP 1 1I R Cl- C11 Lf� � V ATH J "ti z a 9'CLG. _ t, `n a. v3 o rf l�} z� _•t WC u to r tf) y G r STANDARD ` l � ` '' LIVINrd G STUB cs)� ac 5' w _ O M - , REVISIONS f LU � . t`l 19 RI.3Ek5 il� j ,. . _ r 7 � IG ii, 1x 1, YY 1V /� ("� !'�®1 } LL O ` c I 1�J'C:I r^, V �" !n ® ' N 1O" 5ob 5°_11" l, *�j� y� �n U'I a'a AfC �? � ROD c5HFLF { 111-01,X i1 Orr — 2X6 WA I �h—�T— —1 9'CLG. I V 9'CLG. WIC l I SHELF ®_ — a. ——— —— ....— vy i. _ — 9'GL�G. SHLV 5 1 C13rr Tl ,��J CL LU I o L(4z I{ Cl C7 rr r r.7 rr /',.. Ce ,�,r e r 3 r., 0-r} _ N��_ C U v" I f± 9 n FIX aU F E , r, _ N i i''i t'. r� , u C. rn C7� 7 , - L n -t`� SILL Cn�,�-UAId FFI� 10'C€ P �i� I OF 19 F 15ER5 a{'t1 FGRE[? �F I RT P HDR Col 7`O"AFS i 1 _ ® I ! — 01/E""235-h'WALL jY\ � — 101, Ivl Rr1 r ° ��Q j�yr� iti '. � I 1 1 _ �Rr � �' 51-0.1 !r' er G - /f DINING {(/1F 1�j 5 - - _ _. P- O qQc� , .,rr 0-2" ! I L/1 N 12-,� X 1 K �- - , 19 CLG :37 414 Old Lard Road, Suite 502 6" '18 COOKTOP � I y c: W ICER S I Wf VE ED HOOD L'-, I Fleming Island Florida 32003 2nd FLOOf� FLANDATH ---__ ° _----___ I Office: (904) 254-5553 y rf5 10'CU7. ! ! D�1c oHr_ i Fax: (904)269-2729 rr tci '-Fj 1G" 1WAL I a X6 WALL r arr I L� W 7 4. ; i W r f D l L Ltl r ct 10.7 �= I------ V i ANi'Ll 55 }`d � TIv1FRO GL. – lv - SHELF t)VER O - 0 • d � 0 GA5 WH 11''�l f � Atlantic Beach o L L/N I GAS lo'CLO. 2°�'` �''0 51�U6 Country Club C? ren 7 ar '-?" _74'-1V 2r-i0' t` ::rPi- UN I I �� W 0� DOOR I513f8"MIN. c PILO1O'GL o � SOLIR CORE OF 20 C I I Z - Z MINUTE FIRE RATED STET 1 C —` I ( ccs c w 12 o (SELF CL051NG) A5 P EtX i ' D , � , Dennis Residence tN 1C't .G. I I c _ « r ¢ , ._ _ i`8 Eit1Y TR/�tv1E FOR sI (TNI D.�,L:�.9IJ5 KT) �� I ATTIC ST;�IR3 I n k 1C t`�s r" z L._ T.S�K22_.51�J 10'(,L(, J'6" 0-2" 2'-iO" Ln o �, RG'U�S SHcLF 'k� `� Floor Plans ' , WIG i �) .:�- � m 6"d 10'CLC:, l p p — u� �1 \f'\/ 1�� _ � 1770 Maritime Oak Drive a Atlantic Beach, Fl, 3 233 L �H ENTK'Y 21'-G"x 23LO" U , 1►' SILL Q`2r 0"r,FF lO'-1118"i'L FIT. 10'-1 'PL.tiT. " N •�` lD 111 Duct Sized per ASHRAE Standards oyv Drawn Sheet ARJ V Friction Loss = o f3 Date 0 ��o' Static = �2 12-11-2015 PAVER � ;,, Total CF = 1� � - Scale 14" = -0" (,OUt,TYARD �? ,! Duct Sizes shown in Area X Length 7 of E a TEL = 30 `' Plan West Indies- C C CFM on Drawing DC7 h WAIL MECHANICAL EQUI�'MENT NOTES: R J16 Wrl :t:en din�ension5 Shall have precedence over Scale dimen5ion5. -� �ontraCtor5 Shall verify_aild be responsible for dinlen5ion5 and FDC-R302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 Q. � LC L 1 N 8OeP OVERHEAD DOOR a°8'OVEKHEAD POOK condMGn5 of the yob. GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE � - Florida e ' e5erves i1;5 cornn�an law n Inc.1 c.he eb ortlieast D yt n r !, h, J ALLOWED. 15T FLOOR LIVING 1917 J. i �'-r' it/'r �,�r, U'o° -2" -o" z'.8" ,a copyrights and other copyrights in these plans,de5ignh and ideas. 2ND FLOOR LIVING. �2$ ' 23'-6' These plans.desigi a and ideas are not to be copied or changed in any s1' " EDC-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND 25$1 mariner or fot ni whatsoever,rrar are they to be��ssigt�ed to any third P TIENT AND TOTAL LI1 INGJ 4`144-11„ }party without fir-r obtaining the expre55.vritten perrni5aior,fror-1 OF MECHANICAL EQUI E ALL SIDES COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH GARAGE 549 Paorthea5t Florida Destan,lnc. OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER ENTRY 14 THAN THE FURNACE OR AIR HANDLER 227 FLOOR f i V OFFICE Copy LANAI HALL BE TOTAL COVERED 3331 GROUND-MOUNTED MECHANICAL UNITS S 12627 Sam Jose Blvd WITH F BC-R SECTION Suite 702 ACCORDANCE NCE ANCHOR ED IN 0.01 CC , Iv11307.2. N a>a:heast jacksonville, FL 32223 � Florida Deign,Inc. 904.260.3314 i — -I NOTES L DOORS AND WINDOWS ARE APPROXIMIATE FINISHED SIZES; DEFER TO MFG'S 12 ,YJ„ 44'-11" SPECIFICATIONS FOR ROUGH OPENINGS PRIOR 5'a„ Ate HArIDLE L1NiT-Arc1O t�ArJ�L wlrMra TO I;RAMING �'of Arrlc AOCE�s -sOLtl�11.00rzlr 1'-4" 6.1 1`-4-° 5'S" 1`4° �'S° r�" 2.VENTLES S GAS FIREPLACE 305`)5H-EGRE95 'l WITH NO 0135TRU011ONS`111TH[rd 3- OF 3. F!JTURE VENTED HOOD AT LANAI SILL 0 2-6"AFF APPLtA1�;F Acc- �PAt�tr=L �! 40 P.r.POST TYP. 4. I'REf LUMD SUMMER f.ITCHEN AT LANAI ly, I- WRAPPED TO 16X16 5. rHEF KITCHEN P I ®———— cl `� H OATH z- >;Oo�SHELF �. _ �, —— ———�--——-- �',RE MOVE GARDEN TUD AT OWNERS BATH i AHu 51Li ,'=r A� _.._ —®——_ ——— ——— 7. EXTEND -5HOWER DY 1' IN OWNERS GA5 8. EXTEND TOILET ROOM DY 1' IN OWNERS DATH r, ----51__ _ Grf 5TU6I p y� I 9. 42"h WALL ON LANAI FOR SUMMER KITCHEN I *. I I � �� :) l PszEpl UM-DI r��uR� I 10, GAS PACKAGE W/ 4- DRO#'S �, �, �., "�Y �- x9-� vENTED 11. -I ANKLESS GAS WH 11'-•1(?' ;X 11'-6° I I c�'C, G.{�Q cv r a /� SUMMER I } r 1'_7'-1 g`PL.Hr, HOOPKITCHEN I J ZdXt 12 _ l bC� - 11'x-" '-4'° I � po SUIT14 a r l 1J'10'(A'I� !4 4ro1G�81608PSGI)WI(A) ly 2 1RAN5.Ovr� ca ° 5 i IDARD Q V � < 15' b Cl- LLS t� DATH #2gpc7 e'3 - 41' en tl a f juld ® \ AK:Z � K7 r- ct7 Y'�® 41) +' C'.1 LD m — y G (• p ` UB STANDARD LIVINGPV cn — (iD& 7 0 Z isj i4ui REVISIONS PIT- J N 19 R]SE?5-7A-107 E tri 200 co Il'G" 10" a AIC cel cJ ROD 5HFI_F I 1 11'-01,X 11'G" —— � 9'CLG. —� !` PC SHELF 9'CLG. ��JT('� — }i Y Y LV I 2X W _L vY 'I. ——® —— — 9` VVA CLG. I cry r 3 T. c4 _ SHLV._ t5 ca 1'�E>•. 11 'd R1 � �, Q. 20-C� SILL C�3'-8"AEF t�'0 e 19 C P, P� UP 19 o 15EPIS _ BA>zr P � LJ MEP c I `1 _ 7- R1.,E 01ER3h'h VALL HDR Col 7'Q"AFS — 10"FUN 2-4— ' 1~ �M I — i tYt � (ti 11'-6" '0' a �` i I I pRA ESI a o Q <y DINING r � 15'-a' S'-`" _ _,_ —. __ _ _. � _ q�+�i�'-7• .� �, 0-2" I �j�.� N 4110 W, 12XI I KIT _ 1J"x +a , 21-1! '•NC 1Q'CLG. I I 10'CLCD. c; t ` I I 414 Old Lard Roam Suite 542 J OF L 5 COOKTOI' a t �, F W NER 5 I- I wr VE ED HOOP Il ; Fleming Island Florida 32003 2ndFFLAN u, �/��H 1�r __-_ ® -----_ i �ff�icye: �{�90/�4)}/2�[6]4]-65[53 I I (�H1' I Fax: (904)269-272! r — u, w t w 1 , ��c t Lot 107 r c L_=31 N TANKLESS 6„d 6 d Tlvt, Pl• GL., J SHELF OVER, t�AS WH oF EtdCL. Atlantic Beach Cc � F 1 L l V P� 1 c� ° GAS STOPS? a LIr;DEP — 2�`S 1(7'CLG. 2n8 , 5l'U6 h o �, .r r:r l l L �t k:R� - - - Country Club 3� LU _ — 7.7 1r-'-h" 2'-10' c, ;; ; cv } I FOYER G DOOR 151318"s�11N. G 7 50LID COPE OR 20 Q 1C�'CL p 7 � 1,y I I Q MINUTE FIRE RtITED r)✓r S ' to t' ----- `-b' I I ,� ��L�cLa�€N,, Dennis Residence Z 1. L ( -} A5 REI .f D u CZ U I ; 8 E14TFY Q r—FRAME FOR IL (TM P.�,L: .IIS RTi r�� I ATTIC srA]R I �' D a 11`-tv'?:1C i i w L s tT.S':K2LY' J 1 10'UG ——�" 2-10.1 v, ROU c�5HELF + ,� _ '�. Floor Plans 611 d C-11 d ��fr Y Y 1 4 d C? 6"d IG'CLG. p U . I � - u, ��[\ Q �•� 1770 Maritime yak Drive t�` p � Atlantic Beach, Fl, 32233 51� ENTRY 22'1 X 23'1 �`n`6 '`�! 3 2''7r c4 t 10'-t 1r8"Pl,HT. 10'-1*'FL,HT. ` Duet Sized per ASHRAE Standards Ll raw Drawn ARJ Sheet '� r_r, 12` l'- p 7 _ �: Friction Loss = �, ®9 ?late PAVER I, o Static - ��. 12-11-2015 C11 v Tota► C F M s = 16 � Scale 1 �„ 1,_®„ SOU .TYARG , Duct Sizes shown in Area X Length �. ,� of e TEL 0�" t'Ian West Inc�.es- C 6 ��„I� C � CEM an Drawing WALL t� MECHANICAL EQUTMENT NOTES: - --- � Wri-ten 4011 Shall have precedence over Scale dimen5ion5. Conrractor5 Shall verify and be re5pon5ible for dlmen5ior15 and FDC-R302.5.2: DUCTS IN GARAGE SHALL DE MIN 26 G I / \ U L-t' \�l N �' 80e OVERHEAD DOOR e98P OVERHEAD DOOR � Candyions of the 1o1 . GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE •-�' cl 1ST FLOOR LIVING 1917 1°�” 1, tet'-Y' 10" G'�11 a'C�„ `�`_2" 8'p" 2`-6' Norl beast Florida Deign,Inc.hereby reserves ita corrlrlion law ALLOWED. copyrlght5 and other copyrights in these plans,designs and ideas. These plans,de5igr 15 and ideas are not to r?e copied or changed in any '7 1 FLOOR LIVING. 524 > , EDC-R, M1305.1.1. MIN 4" CLEARANCE REQUIRED AROUND ND O I Wanner or forth whatsoever,ru,are they to bo a55io1Cd to any i herd ALL SIDES OF MECHANICAL EQUIPMENT AND TOTAL LIVING 2541 �`�'-11" party without fire obtaining the expre5 :vrltterl permission frcrrn COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH GARAGE 545 P�orthea5t FEorida Gesian,Inc. OF THE ENCLOSING SPACE DEING AT LEAST 12" WIDER ENTRY 14j U 013 Cj0"PY THAN THE FURNACE OR AIR HANDLER LANAI 227 _ FL001� FLAN. THIS PLAN MUST BE DE TOTAL COVERED 3331 - MECHANICAL UNITS SHALL 12627 fan Jose Blvd GROUND MOUNTED EC 4�I'V JOB SITE F Sante 7112 � ANCHORED IN ACCORDANCE WITH FDC-R, SECTION M1307.2. EACH INSPECTION - or[heast Jacksonville, FL 32223 Florida Design,Inc. 904260.3319 DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIR MENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX NOTES 3,4 NOTES 1,4,5,6 ST-1......................STRUCTURAL SPECIFICATIONS DTT2Z (8)Y4'x 1 %"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN Building Codecn O STUCCO AND DIRECTLY MIN 7/6'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY /8d (NOTES 2,3) %"0 x 4 12"EMBED EPDXY OR SCREW ANCHOR 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_ ADHERED STONE COMMON: 6"O,C.AT PANEL EDGES, 6"O.C. IN THE FIELD. 2x4 BLOCKING IS SQUIRED AT ST-3A_..............:..1ST LEVEL ROOF FRAMING PLAN w = NOTE 6 ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) Code for Design Loads Lu F- ( ) UNSUPPORTED PANEL EDGES. HTT4 (18)0.162 x 2/2 IN STUD/BEAM/TRUSS, 1 „ ST-4A....................2ND LEVEL ROOF FRAMING PLAN IF APPLICABLE ANSI/ASCE 7-10 X w (NOTES 2,3) 5/"O x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MTS12/MTS12 (7) I Od x I / EACH END ( ) w J (D . MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY /8d ST-5.......................TYPICAL WALL SECTION SHEET ROOF LOADING...............................................Cd=1.25 U J ALL OTHER VENEER COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2x4 BLOCKING I HTT5 (26)0.162"x 2%"IN STUD/BEAM/TRUSS, ST-6......................SECTIONS AND DETAILS TOP CHORD LIVE LOAD..................................20 PSF EL Q (NOTE 8) 5 MS24/MSTA24 (9)10d COMMON EACH END ..... ) CMO TOP CHORD DEAD LOAD...... 7 PSF � � REQUIRED AT UNSUPPORTED PANEL EDGES. (NOTES 2,3) / O x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) ST-7....:............ SECTIONS AND DETAILS(IF APPLICABLE LEGEND BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE....... ........20 PSF(PER FRC) MIN 15/32'32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION HDQ8-SDS3 (20)SDS 2" x 3" SCREWS IN STUD GROUP OR OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL N TILE ROOF �/a"DIA.x12"EMBED ANCHOR IN CONCRETE MS36/MSTA36 (13)10d COMMON EACH END � M ATTICS WITHOUT STORAGE....................... 10 PSF Y O N PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND w ? � (NOTE 7) ALTERNATIVE FOR THE APPLICATION SHOWN � (NON-CONCURRENT) o _ 8"O.C. IN THE FIELD 38 16d SINKERS INTO STUDS UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL o LL BOTTOM CHORD DEAD LOAD...... ~ w ( ) (11)1Od x 1 2 IN TRUSS/RAFTER EOR ENGINEER OF RECORD O 5 PSF w Q 0 MIN X16'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH STHD14 (WET EMBED) HTS201HTS20 11 10d x 1 %"IN TOP PLATE AND/OR STUD04 O w O SHINGLE AND METAL ROOF ( ) EW EACH WAY 0 m z (NOTE 9) LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING WIND LOADING.................................................Cd=1.60 SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. OSB ORIENTED STRAND BOARD T LTT20B (10) 1 Od x 1 Y2"IN STUDS (5)8d x 1 Y2"IN TRUSS WSP WOOD STRUCTURAL PANEL N ® ASCE 7-10, 3S GUST........................................130 MPH FLOOR DECK SHEATHING: 23/2'T&G OSB OR PLYWOOD W/1 Od COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. IN THE (NOTE 2) Y2"x 6"EMBED EPDXY OR SCREW ANCHOR HA4/H2.5T (5)8d x 1 %"IN TOP PLATE SYP SOUTHERN YELLOW PINE BASIC WIND SPEED (NOTE 5) FIELD. EXPOSURE CATEGORY.................................. C SPF SPRUCE-PINE-FUR OUS BUILDING CATEGORY..................................... II PORCH CEILING BOARD SHEATHING: MIN 3/"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d ABU44 (12) 16d COMMON& 5/"x 7"DRILL&EPDXY HA8/H8 (5) 1 Od x 1 %"IN TRUSS CONT ON CENTER (5)10d x 1 %"IN PLATE O.C. ON CENTER � � ENCLOSURE CLASSIFICATION...................... ENCLOSED COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. d INTERNAL PRESSURE COEFF........................ 0.18 MIN /s"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3" LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. N INT DESIGN PRESSURES.. F........................ (SEE TABLE 1) "SW DESIGNATED SHEAR WALLS: ABU66 (12)16d COMMON& 5/a'x 7"DRILL&EPDXY TSP (9)10d x 11%"IN STUD (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) N (NOTE 8) O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PAN L EDGES), (12"EMBED AT GARAGE DOOR RETURNS) (6)10d x 1 /2 IN PLATE LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE M LL 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). PSL 2.OE PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. LSL a) N FLOOR LOADING..............................................Cd=1.00 NOTES: HU48, HUC48, (14)16d COMMON IN HEADER TOP CHORD LIVE LOAD..................................40 PSF 15 QTB QUICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORS 1. FOR SHEATHING THICKNESS GREATER THAN /2"CATEGORY(32/16SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING HU28-2, HUC28-2 (6)10d COMMON IN BEAM SPH4/SPH6 (12) 10d x 1 %2'IN STUD Ld LO QTB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS TOP CHORD DEAD LOAD....................... .........10 PSF SHANK NAILS. (0.148"x 3"LONG). BOTTOM CHORD LIVE LOAD..........................0 PSF HU4I0, HUC410, 1 QTG QUICKTIE, SEE TABLE 6:UPLIFT ANCHORS J 2. COMMON NAILS IN WALL SHEATHING MAY BE,SUBSTITUTED W/8d GALVANIZED BOX NAILS. ( 8) 16d COMMON IN HEADER (6) 10d COMMON IN TOP PLATE QTO QUICKTIE ORANGE, SEE TABLE 6:UPLIFT ANCHORS > BOTTOM CHORD DEAD LOAD........................5 PSF HU2110- 10 10d COMMON IN BEAM 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. ( ) DSP (8)10d COMMON IN STUD/HEADER ' ■ � 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPP EMENTS OF HUC210-2 INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS O 4 SDS%a"x 1 %" SCREWS IN TRUSS/RAFTER QGT 1 OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. HGA10KT O (18)10d x 12"IN TRUSS W/QUICK TIE UPLIFT ANCHOR U) TOP CHORD LIVE LOAD................................ ..60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE ND TO HELP (4)SDS/a' x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM Y Cn -6 TOP CHORD DEAD LOAD................................ 10 PSF REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. BOTTOM PLATE ANCHORAGE IS %"ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW Q BOTTOM CHORD LIVE LOAD...........................0 PSF 15 26 16d SINKER IN WALL FRAMING (30)16d x 1Y"IN TRUSS W!QUICK TIE UPLIFT ANCHOR SPECIFICATIONS) 6. /2 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA T CHNICAL ( ) QGT2 LGT3 BOTTOM CHORD DEAD LOAD........................5 PSF BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, (12)SDS%a"x 2%"IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN STRUCTURAL WOOD BEAM (74 o MAXIMUM FLOOR TRUSS SPACING...............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE '/,6'24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PERF EXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . NOTES: FOUNDATION KEYNOTE CALLOUT LU DEFLECTION CRITERIA 7. 15/2'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. ^ F- ROOF TRUSSES.............................................. LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/2"APA RATED OSB OR EQUAL MAY BE USED TO SUPPO T TILE ROOF. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. H ~ > Q TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES. 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): U STUD COLUMN KEYNOTE CALLOUT U)TL MAX 1"UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5'IN LENGTH. • QTB= DTT2Z, LTT206 ■ �� _ 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROO . SHOULD • QTG=HTT4 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS 40'SPAN ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL • QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) TO MATCH WALL FRAMING SIZE AND GRADE, UNO. OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS., 4. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED O ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 2 STUDS U) w U TL/240 TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING I N O. W o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN TL MAX 3/a" 5. IF CONNECTOR IS NOT LISTED ABOVE; CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. W � � 6. POSITIVE PLACEMENT GUN NAILS,2 %"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST DTT2Z I- BOTTOM OF STUD COLUMN CONNECTION NOTES 1,2, *1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN < WOOD I JOISTS............................................... LL/480 BASE ANCHORS,CS16,AND MSTA FLAT STRAPS. OR QT-REQUIRED FROM TOP PLATE TO SLAB. TL/240 STUCCO FINISH-L/360 FLEXIBLE FINISH-L110 TABLE 8: SPECIFIED SHEARWALLS BEARING CONDITION WALL HEIGHT WALL HEIGHT •2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL z TL MAX/2' &STUD TYPE NOTES 1,2,3,4 COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM 0O NOTES: 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT 2ND LEVEL TOP PLATE TO SLAB. 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER 2x4 SPF STUD __ END STUDS TO TOP PLATE CONNECTION -- -- -- -- -' '- - '- HEADER STRAPPING KEYNOTE CALLOUT (A FBC 1605.3.1.1. >. SW TYPE CONNECTION 2x4 NO.2 SPF -- -- -- - - -- -- -- z 0 Z -- NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD �! x o SWI,SW2,SW3,SW4 QTBIQTO ti w w TYPE OF STRAP CONNECTING HEADER TO JACK STUD ° n ❑ Q Z E m m o (2)2x4 N0.2 SPF -_ -- -- - - - -- -- - -- \ (I I 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. 1 MSTA24 I, Q ❑ m W 0 w W Q z TABLE 1 : COMPON ENT AN D O 2x6 SPF STUD 24 24 24 24 24 24 24 24 4 24 2. QTB/QTO MAYBE SUBSTITUTED W/(2)MSTA24/MS24,(2)H8,OR(2) 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION W 0 1 n V F 0 w ❑ N PRESSURES U RES 2x6 N0.2 SPF 24 24 24 24 24 24 24 24 4 24 \� III DSP. •1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP ti w >- a D z W o m o z z D CLADDING DES G ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION, SHEET ST-5. •2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD Q I w w - 0 m Q m Q ❑ w w 2x4 SPF STUD __ _ __ __ _ _- -- -- - -- ` III (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. U W W m p W w J W O U] to Q O WINDOWS AND DOORS - p -- __ -_ _- -- __ __ -- _ -- \ NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP Z 0 o m m H m I_ 0 } w z h 0 EFFECTIVE ZONE DESIGNATION Q o 2x4 N0.2 SPF \ III U) z a 0 a z W rn F _ w W w (2)2x4 N0.2 SPF (2)ADDITIONAL WALL STUDS REQ. FOR QTO WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) O -- -- - - -- - -- - m a > w w I m U1 ❑ z m - � END STUD GROUPS. LU Q �- Q m N = w w O U- 2x6 SPF STUD 24 24 24 24 24* 24 24 24 4 24 w 0 w � 1 1 w 0 z U m II z Q = ❑ Qjmm � l- mZW � li O � HEADER FRAMING KEYNOTE CALLOUT 2 SW TYPE NUMBER OF STUDS I- N 0 1 z w a 0 0 0-20 ft +24.61 -26.70 +24.61 -32.95 \ III 2 2x10-I /2 NUMBER OF KING STUDS EACH SIDE OF OPENING p w z � z W L` - 0 X - 0 m 2 III SW1,SW2,SW3 2 m mmWmzOwzmOQ � w 2x6 N0.2 SPF 24 24 24 24 24 24 24 24 4 24 O w m 1 w 0 Q 21 -50 ft +23.42 -25.51 +23.42 -30.58 NOTES: \` S W# w Q Q 0 0 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 O HERWISE ON SW4 3 NUMBER OF JACK STUDS EACH SIDE OF OPENING L' Z z W - 0 1 w 0 z pw �- QFwm _ m - 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP LU m w X z W Q m W z PLAN. III SIZE OF HEADSR(ALL HEADER TO BE N0.2 SYP W w m Q m w 2 1-- 0 0 Z N w w 101 -200 ft2 +20.91 -23.00 +20.91 -25.56 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. III REQUIREMENT. IL 3. (*)STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL E D ZONES TO BE UNLESS DESIGNATED AS WSP) Z z = } Z Q 0 - - a U 0 0 Q w VINYL SOFFIT MAX PRESSURE(psf) +23.5 -30.74 DOUBLED, FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4'END ONE LOCATIONS. I I( END STUDS CONNECTION(NOTES 5,6,7) NUMBER OF PLIES IN HEADER z z o 0 Q m z - m Q m z 3 H < DOOR SEE FRAMING PLAN TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS 1 III III 1ST LEVEL 2ND LEVEL STRAPPING w w z p >- ❑ w 4 U • m 0 w U � SW TYPE HOLD DOWN (IF QT-NOT APPLICABLE) ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT Q = Q z Y z = Q r, w m - 0 � Q W GARAGEDOO III III 0 E- � 1z �l- NeOZwO waw NOTES 1,2,3,4 PRESSURE TREATED L MBER III III SWI QTB OR DTT2Z MS36/CS16/MSTA36 (2)9 1/2"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING o w a m • U E o 1 w 0 0 DIAMETER LENGTH I I SW2 QTG OR HTT4 (2)MS36/CS16/MSTA36 0 - 0 1- z 3 N a 0 0 0 m F m 13 I III - NUMBER OF JACK STUDS EACH SIDE OF OPENING J 8d COMMON 0.131 2�/" I I SW3 QTO OR HTT5 (3)MS36/CS16/MSTA36 LL 3 PRESERVATIVE FASTENER PE I 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-�" ACZA STANDARD CARBON STEELPTH OF HEADER Q ST-1 III 10d x I%" 0.148" 1-/" DE 10d 0.131" 3" STAINLESS CON ECTORS AND BOTTOM PLATE ANCHOR SPACING(NOTE 7) NUMBER OF PLIES IN HEADER(1 3/4"WIDE UNO) H END ZONE KEY MAP SODIUM BORATE(NOTE 1) FASTENERS REQUIRED. T 10dCOMMON 0.148" 3" SW TYPE MAX ANCHOR SPACING _ E® O STRUCTURAL ENDZON :END ZONES SHALL BE TAKEN : CONNECTORS MUST HAVE 3 „ PRE-ENGINEERED TRUSSES & I-JOISTS AS THE F_: N PER IRC FIGURE TAKE(7) 12d COMMON 0.148" 3-/a' SW1,SW2 /a DIA. @ 24"O.C. OR Y2"DIA.@ 24"O.C. a SPECIFICATIONS ALL OTHER PT NOTE 2 Z-MAX,G120 OR TRIPLE ZINC 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL 16d SINKER 0.148" 3%a' ( ) SW3 3/a"DIA. @ 16"O.C. OR 2"DIA.@ 24"O.C. BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP Q SOB NO.: COATED FINISH. (INCLUDING ACQ& MCQ) SW4 3/6'DIA. 12"O.C. OR Y2"DIA. 16"O.C. U RS5572 16d COMMON 0.162" 3-2" ALL FASTENERS UST BE HOT @ @ DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD DIPPED GALVANI ED. FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY Q NOTES: NOTES: BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS 0 SUBDIVISION: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE COMPLETE. w 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 o Atlantic Beach SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NO DIRECTLY WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3,SW4, OR SWB ON THE PLAN. 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION,SPACING, BEARING LOCATION J F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. L- Country Club BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL ASTENERS. 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 THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 GALVANIZED EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN LOT NO.: 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER RECORD AND TAKEN INTO CONSIDERATION DURING THE U A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY BE USED IN CONTACT W TH PRESSURE 4. SWB-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. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS Z 107 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. >_ FLOOR PLAN: • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELO W/STRAPPING AS NOTED. IST LEVEL STUD GROUP TO SLAB WITHHOLD 5. CONNECT ALL TRUSSES`TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. (D SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIA DOWN. 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND O West Indies-C 6. DESIGNATED SVVS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,W CH 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 -j TABLE 6. QUICK TIE CONNECTORS 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTO OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON. SCREW IN CRITERIA,THIS SHEET. z DESIGNED: ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHOR MUST BE USED IN STEMWALL FOUNDATIONS. HEADER FRAMING = NOTES 1,2,3,4,5 CONCRETE AND FOUNDATION NOTES W JH/JML CONCRETE/ IN. EDGE DISANCE 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 1 Od COMMON @ 8 "O.C. I- REVIEWED: SYMBOL DESCRIPTION MASONRY TENSION CAPACITY MONOLITHIC SLAB CMU 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). STAGGERED. 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: � M DB A 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. [L 4.0 FT %6'WIRE ROPE-a'STEEL STUD 23/4'/23/4' 910 LB. 1 3/4' 2%4' 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL • ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d COMMON @ 3"O.C. REVISIONS DATE ST FLOOR .gyp) END ZONE p� TWO STORY 2"x 2"x%e"WASHER @TOP PLT REENTRANT CORNERS. EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING MUST BE DESIGNATION „ 5. FIBERMESH IS AN ACCEPTABLE'ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE EDGE NAILED TO CONTINUOUS PLY OF PLATE © ONE STORY QTB(QUICK TIE BLUE) 3"WIRE ROPE 3"STEEL STUD 4"/4" 1,527 LB. 1 3/4' 2%4' AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. • N0.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END �- 1s a SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1I I6. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN • • WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL SECTION m © TWO STORY 2%4'x 2%a"x%6'WASHER @ TOP PLT REQUESTED BY THE BUILDING OFFICIAL. SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING `.,. 0 © ONE STORY QTG(QUICK TIE GREEN) 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION RE - z '-a"4 WIRE ROPE-Z"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! 2 YST LOORSYST A ): 3 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 • HTS16W/(10)10d x 1-%2'@ 16"O.C. ' F TWO STORY 3"x 3 x /s WASHER @ TOP PLT co", 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 SIbE 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-%2'(OR EQUAL APPROVED Y• F�}- +�. . ILLI 16'WIRE ROPE-8"STEEL STUD 6"/6" 4,455 LB. 3' 3" 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND 4. FASTEN ALL HEADERS TO KING STUDS WITH(3) 8d TOE NAILS PER SIDE. Q TWO STORY 3"x 3"X 3/16'WASHER @ TOP PLT SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. m z F 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 REQUIREMENT "' "' 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 g m •... O 1 , 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. T - - QJ 97 4 m � � 3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFERTO 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 vj ��tt11 QV PE , All 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, (NOTES 1,2) MAXIMUM 11' MAXIMUM 11' �s •TI .h U X�1111 0 4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: CONTACT THE ENGINEER OF RECORD. PLATE HEIGHT PLATE HEIGHT Z ,� • EXTERIOR 2x4 WALLS: FRAMING NOTES -QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS OR SHEA HING GREATER THAN 48"UP TO 75" (NOTE 3) (2)2x4 (2)2x4 I� O 0Z? Q TRIG l L 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 o GREATER THAN 75"UP TO 111 (2)2x6 (3)2x4 DITION TO STANDARD WALL FRAM STUDS). FIED DEPTH IN A HOLE 1 "GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL Z "'; r 14: RI ,. -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN AD ) THREADED ROD MAY BE EMBEDDED TO THE SPECT /s .,, RI " • EXTERIOR 2x6 WALLS: THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN n (D -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 2© m Q O -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WALL FRAMIN STUDS) RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. t? ? 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 00 GREATER THAN 75"UP TO 111" (2)2x6 (2)2x6 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN ' _ 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. o.. ,� Y 2ND FLOOR (�'P) END ZONE 6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8 O.C.STAGGERED. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. ` 0 X° 0 DESIGNATION 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. m 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. IL, " � � 'd ,P•E: 9: ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL 5. t')HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. ENGINEERING ¢ P IS..,NdJi457 STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. 12-24-2015 4"CONCRETE SSB W/ 6x4"CON W1.4 WWF 0R FOUNDATION KEYNOTES: GENERAL FOUNDATION NOTES FIBERMESH 45'-0" 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE 8"x8"DEEP THICKENED EDGE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH ° o — g"MIN 16-923'-8" 4'-7" A W/(1)#4 CONT EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL ° ., /�\\/i�\\/i�\\/,\\\/// p° 28 MAX 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 NOTE A12"DEEP FTG W/#4 @ 12" CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. VAPOR BARRIER `// \ \ \ \ \ 1.. 1., BUILDER TO PROVIDE 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT L// 12"MIN./ //\//\//\//\� 15'-22 1'-62 STEPS TO GRADE PER EW UNDER BOX COLUMN, SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL \\\ ARCH PLANS FTG TO BE PROJECTED MIN j\\ •� . • r //,/j,//�// — — — — — — — — — — — — — - - - - - - - - - - - - _ - - - 6"LARGER THAN BOX FOUNDATION WORK MAY BE REQUIRED. C/) COLUMN ON ALL SIDES (h 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN O FOOTING TO BEAR ON \ \ /\ / 6"OPT. EXTENSION IN BRICK �rN I 1 �, 16"SQx12"DEEP FTG W/ ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL (V FIRM UNDISTURBED SOIL �, 4. MASONRY STEMWALL AND MONOLITHIC FOOPLANS FOR LOCATION OF SLIDING GLASS TINGS ARE INTERCHANGEABLE. co LOCATIONS ON FND PLAN N - - - - - - - - - - - - - - - - � Fr - - - - - - - - - - - - - - - - - - - - - - - - - - � (3)#4EW SEE DETAIL SHEETS R ALTERNATE STEMWALL 12" WITH UNDER 1 STORY WALL — — — — — — — _ = A24"SQx20"DEEP FTG W/ 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT O LL- WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 �r — — — — J i i (3)#4 EW CORNERS, SEE"RE-ENTRANT CORNER DETAIL THIS SHEET CN,j BAR IN BRICK LEDGE I i ® 6. SHOULD SITE FILL CONDITIONS ALLOW FOR SLAB AT GARAGE DOOR TO _ WI16"TH UNDER 2 STORY WALL E 30"SQx20"DEEP FTG W/ RETURN APPROX.TO EXISTING GRADE, IT IS ACCEPTABLE TO REFER TO N WITH(3)#4 OR(2)#5 CONT (2)TOTAL I I Q (4)#4 EW FOUNDATION KEYNOTE"A", THIS SHEET,AND OMIT CONTINUOUS STEMWALL 09 0 I I @ SLAB ELEV b FOOTING BELOW GRARAGE DOOR. o MONOLITHIC FOOTING SECTION I a, F. 36"SQx20"DEEP FT W/ IFGR OUND ADJACENT TO FTG SLOPES DOWN I I F 4 EW ° CONTROL JOINT CJ �+ AND AWAY FROM STRUCTURE STEEPER THAN I 1 2 � O ( ) NOTED. N E 1'-0"VERTICALLY PER T-0"HORIZONTALLY, 1. TIMING N 48"SQx24"DEEP FTG W/ M CONTRACTOR HAS TWO CHOICES: I NOTE 3 • CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE I 1 I (5)#4 EW, T&B OF EOR TO PREVENT EROSION OF SOIL. I CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING Ii N 2, USE STEMWALL FOOTING 1 THE COURSE AGGREGATE FROM THE CUT, MAKE THE CUT. _ C3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE J LO (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF I I— — ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. J OR FIBERMESH 1 1 2. DEPTH I --.a----- ----------- I -- ----- i 1 THE CUT SHOULD BEAT LEAST 1"DEEP, BUT NOT MORE THAN 1 Y/"DEEP. � d d . a.d / \ \i\\/\\ i� I -104 I I .-o i I 3. SEALING U \�\\\ a I N THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC <( I I 1 ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. C4 C0 16" VAPOR BARRIER I I 1 I 1 � ( _ 1 I DRIVEWAY SLAB OR A W I_ � PAVERS, SEE ARCH SLAB W/THICKENED O 2 I `9 EDGE PER PLAN > BEARING WALL FOOTING SECTION 1 I I 1 � � ■ .� d- I 1 I 4"CONCRETE SLAB W/ I i \\\\\\ ' \\�\\\//\\ O 6x6 W1.4 x W1.4 WWF MSH = / /� 0'-0"A.F.F. I 1 \/\\\/ \/\�/ i SEE ARCH. 12'-61„ 3,-3 \�/ \\\ Da -� -- -- 2 3'-10" 2'-11" 8'-2" 3'-0" 6'-8" 2� \ \ \ \ \ \ \ \ \ a d DWGS. 8"MIN o STEMWALL BEYOND AND F_ CONCRETE FTG, SEE PLAN j - - - - - - - - - - - - - - L //\//\ / // // � 8"x8"THICKENED 8" \//\ ® \/\/ LO FTG AT STEP-DOWN, - - - - - - - - - - - - - - - J I I I \\\\\ \\/� � Wo a Z 20 SEE PLAN VAPOR BARRIER r L — — —L — — — — /%\///.\ /.\ /.\ /.\ /.� /,\//.\// . a ° ❑ ¢ z E a m I I 1 1 GARAGE ENTRY CMU STEMWALL SECTION � Q ° _ 0 ° o `` W a Z U ° J - 36"x24"x20"DEEP FTG 1 Ln w ❑ 0 - � z ❑ wawU ° a 1 w/#4 @ 12"O.C. EW 2 1 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK r' C h w 0 z w m Q Q z w 0 4 CURB STEP SECTION Cn ( 1 FILLING BEHIND STEM WALL, PARTICULARLY WHEN IT IS OVER O W a a GE 1 U I "' 1 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS Z p a w w w 0 0 rn ul - 0 6„ I MAY BE OBTAINED FROM THE ENGINEER OF RECORD. � ° ❑ m a . z a w m z ❑ 1 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY (A Z a ❑ a w w ❑ Z w IL < 00 = ww I- - W NO 4 OR NO 5 @18"O.C. ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. w ¢ w �- z m ❑ N U a 4"CONCRETE SLAB W/9"BEND @ BOTTOM 1 I 1 Z ¢ w F_ 0 a a I w z w ¢ LL W/6x6 W1.4 x W1.4 I 4"CONCRETE SLAB W/ 60 H F ❑ ¢ D a WWF OR FIBERMESH I 1 - 6x6 W1.4 x W1.4 WWF ¢ z � z w 0 w x ° ° ❑ VARIES ° wwa = a Dw � p ¢ a 8"MIN I I 111 0'2" N I I OR FIBER MESH 8"CMU CHAIR BLOCK W/ m t7 ¢ 4 U w z w w z N ❑ ¢ I w - - -°- - a — —. Z x ❑ I- ❑ EIZ - a 1 I _ TOP OF SLAB (1)#5 CONT. W a - ° w I- z 4 P w w L 0_ a 28"MAX Z F - ° w // / // // // / //\// / // // CoLL I I 8'-102" _ - - - - _ ---------------- _ �\�\/ \ 3'6.. 3' 8l 5,6� 541.. 1 1 - Z w w Z ¢ w _ ¢ a ww . \ \/ /\/\ \/\/\/\/\ °o o Z w w a �- z N w x 17' 11" 2 U) LU wa ¢ aw � � ° ° ❑ N z 12"MINS \ \ \ \ \ co 1 / - L > ¢ a � zJU ❑ L7Fwz .,// ////////// I I I \\�\�\/ /\\ C� L� r� Z D - - a ] _ Z ¢ _ ❑ I oo � ° ZwcAwa cn _ z \ \\ • l/\ \\\i\\\/\\\\\\\\\\\\\ I I I VAPOR BARRIER �\//\\/ \ \o w w D 2 D w � j a m w ¢ a U VAPOR BARRIER �// //,,// //�// \ / 2 \\/ /\\j\�, � zU ¢ � Ua ❑ = wwza UI- - 3NaN ¢ ❑�71- - UU 6"OPT. EXTENSION IN BRICK - - - _ � � � _ _ I I �\/ I //\//\ \� � ❑ wza . ¢ HCH = Z ❑ � LOCATIONS ON FND PLAN I I I I /\/\/ — — — — — — — — — #4 OR#5 VERT REINFORCING � \ \ 1 UP TO 3 COURSES: 72' O.C.' 12"UNDER 1 STORY WALL I I— 3 ( _ _ _ _ _ _ _ _ _ _ — — — — _ — — J 4 TO 5 COURSES: 48"O.C. //\\/ /\\/1\// , LL SHEET NO.: WITH (2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO. 5 j I I I \� \ Z BAR IN BRICK LEDGE I ( \/ \\ 0 ST-2 16"UNDER 2 STORY WALL WITH(3)#4 OR(2)#5 CONT •� e ✓/�\ FOUNDATION ao 1 I I // //\/ // //\ \ \ O GARAGE EXT WALL CURB SECTION I i ( FOOTING TO BEAR ON FIRM /\\ \\/\ ADDITIONAL#4 OR#5 IN 0- PLAN 6 3 //� / BRICK LEDGE I — i - - - - - - - - - - - - � UNDISTURBED SOIL o JOB NO.: FL VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE NOTED ON FND PLAN SUBDIVISION: 4"CONCRETE SLAB W/ J — —) TO HAVE 6"BEND AT BOTTOM 5572 6x6 W1.4 x W1.4 WWF OR - - - - - - - - - - - - - - - � FIBERMESH I - - - - - - - z 1 - - - - - - - = - - - - � I I 1 1 CAST-IN-PLACE FOOTING SPECS o Atlantic Beach Ilk 0'-0"A.F.F. I 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT Country _ SEE ARCH. I I I 2 2-STORY: 10"x 20"W/(3)#4 0R(2)#5 CONT Q �/ Club 4 d a a DWGS. 6 1 1 = 1 I a -- .a-.�-�-- I I rig I 2 I LOT NO.: 1 1 3 v //1//\/\ 4., I 1 I I I CMU STEMWALL SECTION z 107 — — — — 1, SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FLOOR PLAN: FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 West Indies-C COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS VAPOR BARRIER I— —I — — CJ 1 1 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. O r Z DESIGNED: 12"UNDER 1 STORY WALL I 1 ( 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY EPDXY WITH(2)#4 OR(2)#5 CONT 4'-0�" ( I I ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. U JH/JML 2 °uv 2 0'-0"A.F.F. w 16"UNDER 2 STORY WALL 1 I `* �C I 1I- REVIEWED: (BEYOND) U-BLOCK W/ co WITH(3)#4 OR(2)#5 CONT — — — — — — — — — — - -I —i i Cl) 4"FLOATING CONCRETE w_ (1)#5 CONT X SLAB W/6x6 W1.4xW1.4 w DBM WWF OR FIBERMESH > Q REVISIONS DATE BEARING CURB STEP SECTION — -— — — — — — — — — — — — 6 I I I Z o _ cn FINISH b..8.... .. W 1 4 I \\ \\\\\/�0 \ \\GRADE m ST-7 REQUPAVERRED BELOW PAVERS //\�S BY BUILDER,SLAB \�/ LU 1 Z \ /VA/VA/VA/VA VA 1 #4 OR#5 VERT TYPICAL REINFORCING _ ( 1 1 REINFORCING @ BARS AT THICKENED "? MAX 72"O.C. w FOOTING,SEE PLAN 1 I W I 1 Z 11 MIN 24"LONG#4 OR#5 I ST-7 I \ • • la I BAR SET AT MID-DEPTH \ FOOTING TO BEAR ON FIRM O I II OF SLAB,TYPALL �- - - - - - - - - - - - - - - - - - - - - - - - - - NOTE NOTE I I I RE-ENTRANT CORNERS I 1L- - - - - - - - - - - - - - -- - - - - UNDISTURBED SOIL ADDITIONAL#4 OR#5 F- Q 9 9 I IN BRICK LEDGE f- PEX ' — — — — — 1 VERT REINFORCEMENT TO U � �` rd — - - - _ - - - - - I - - - - - - - - - -- - - - - - - - - - J 1 HAVE6"BEND @BOTTOM 4"OPT BRICK LEDGE LL NOTED ON FND PLAN Q , { N i 1 � CAST-IN-PLACE FOOTING SPECS TRUC7 " HOUSE SLAB **NOTE** — — — — — — — — — — — — — — — — — — — — — 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT �- �� ERGIN_EFRI G # BUILDER TO PROVIDE:. 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT (� A* - `' ., RE-ENTRANT CORNER DETAIL TEPS To GRADE PER ARCH PLANS (RECOMMENDED) 16'-7" 4'-10" 2'-7" 8'-3" 1'-11" 8'-3" 2'_7 CMU STEMWALL SECTION PLAN VIEW, DETAIL TYPICAL @ ALL 7 _ V 21'-5" FILE 23'_7�� 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK , .• � FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 VLJ " RE-ENTRANT CORNERS - , 45'-0" COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS X �»"� PLAN /�11 1 011 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. "-^�* °- ------ FOUNDATION *� 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY De3 'y ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Q QT ENGINEERING P.E. No. 71457 12-24-2015 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 — ------ --------- ---- --- OTOTALSHEET. Cn ------- ------- ---------- 2 NOTE 4 GABLE TRUSS 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: co ( )2x12 A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM .. .._._- O CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. N B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR M \CY (2)2x8-1/3 DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. J O U_ WSP HDR-0/2 4. PORCH BEAM FRAMING NOTES (2)2x12 A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. o NOTE 6 NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 000 B WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT N 2 STUDS u- w ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH O p SW2 A SW2 BEAM TO STUDS W/MS24, HTS20,OR MSTA24. QTA ST-6 N NOTE 4 B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. Cy r PORCH BEAM TO TOP PLT W/MS24, MTS12, OR MSTA24. Uonco (3)2x12-2/3 O C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. NOTE 7A NOTE 7A� PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR O W/(3)2x10 N0.2 SYP PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,ORw LO PLANK ORIENTED MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. J HDR 2 2x6-111 O D. BEAM ATTACHED TO EXISTING FRAMING Z ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ O (2)2x6-1/1 SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. YCn ...................... 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER U TYPICAL WALL SECTION SHEET. � ...... _- _ _. 0 - - - -- -- 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 U) d' EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON I— __ DETAIL SHEET. B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. U (2)2x6-1/1 STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT OF PLANE WIND LOAD. Q SW3 SW3 6. WALL MUST BE FRAMED AS 2x10 CL NOTE 3 Z 7. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION", SHEET ST-5 O A G 0 B (3)9%"LVL-2/1 B (2)2x10-1/1 - 8. BLOCK ALL PANEL EDGES OF SHEARWALLS; FASTEN SHEATHING TO ALL ~ FRAMING MEMBERS/BLOCKING w/8d COMMON @ 3"O.C. EDGES,6"O.C. FIELD U) A � Y � d X 0 z ❑ I� aW a Q ❑ 2 STUDS w th ❑ ❑ z a a N (2)2x6-1/1 p (2)2x6-1/1 Q ❑ ❑ WwQz QTB � 0 ❑ � ❑ arno ❑ � � ~ � 2STUDS Ow > ao zw � � m � zzo O p Q F W W - 0 m Q Q ] W L LL OD Z o a w ❑ w w III LL N N 0 .. (2)2x6-1/2 zIL0a >- uwi = wWN � - ww Z Q W O I F W O z 4 L U) ¢ Hzl- Z WLZLLXOZp D w W a = ❑ W J p Q a w o o ❑ w __.. m L7 Q a U U Z W w z N ❑ Q 2 W Q w ❑ H ❑ - _ ❑ z Of W � 7 ❑ w� � � QFwrn ` a � W X o Q L+ w W Q a F O v Z W W z � I } ZQpZ � an ❑ C9Qwz 2sruDs ® o SW3 z WWoamz `� wQFz31Q J � Lu z ❑ � ❑ - ww ED ❑ [nW L) (2)2x81/2 '� C9 0 ® � zvQ � Y � a =O � pz ¢ B 13 � nF ? 3tvau�iQor� � z 2 STUD C7 O U- p HEET NO.. QTB S Z _ T-3 0 (2)2x6-1/177] STRUCTURAL � FRAMING PLAN r JOB NO.: Q RS5572 0 0 - SUBDIVISION: SW3 2 STUDS o W o Atlantic Beach (2)2�6-2/1 -- �- Country Club Q {2)2x6-1/2 _ LOT NO.: (2)2x6-1/2 z 107 FLOOR PLAN: 3 STUDS Q o West Indies-C W o - Z DESIGNED: (3)2x8-1/277] w J H/J M L n EsT ,� V (2)2x8 ._ W I— REVIEWED: m (2)2x6-1/1 W DBM Q REVISIONS DATE SW3 SW3 } m 0 W (2)2x6-1/2 W ST-7 W O LU ST-7 Z . O (2)2x12-1/3 ——— (2)2x12 1/3 _ ~ r - Y GARAGE DOOR DPEX ESIGN GARAGE DOOR DESIGN f O U " WIND LOAD(PSF): L — —J WIND LOAD(PSF): L� - W J +20.45/-24.22 +20.45/-24.22 Q U) STRUCTU L SHEATH BOTH SIDES G1 G4 G1 SHEATH BOTH SIDES OF GARAG RETURN OF GARAGE RETURN ENGINEER Cep ST-6 ST-6 ST-6 O � Z f moi: FILE ; W 0, 1 4�� 1 _ r X / 0 FIRST LEVEL STRUCTURAL FRAMING PLAN - Cj_W L ,. T I � , 4` 11-215 ROOF FRAMING KEYNOTES _ __ __€5FI3� _.___.._.. _ ______ ,_. _ ___ -. _ ___ _ _2 F7 _ - ___�_„ 47 - NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN I I i ANGLE&LATERAL BRACES MAY BE OMITTED FROM GABLE 1. PRE-MAUNFACTURED SHEAR PANEL NOTE 6 TYPICAL ALL LOCATIONS; BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED + INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN As AML SCAB FULL LENGTH OF TOPO.C. CHORD IF ADEQUATE BACKSPAN f ,. -- ® FLOOR DECK TO SHEAR PANEL W/10 @ O.C. — _ _ _ SHEAR PANEL TO SW DBL TOP PLT W/10d 3" `.� P� 09' ..'�; ,,�� ..,,o IS NOT AVAILABLE �,,, ,, (_� N� _ 2. ,�- M .- .... ..... - ._.. GEOS TYPICAL BEARING BLOCK ON a) __...... -, ......... .PIBEARING BLOCK TO BE N0.2 SYP, MIN 48"LONG AND TO MATCH N 1'8" DIMENSION OF TRUSS MEMBER. co �„ __..._ f_.. __., __ F -- a • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS J - ; : ; . ,: .... ti S?. '..... t _ B TT M HORD W OWS 10 O C STAGGERED. o LL I . �r ........I l: yF ...... O O C @ I i : t j /(3) R d 4" O 01� ; -0 3. LEDGER FRAMING NOTES: \, i :1i i I .. . _._. _, • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT ...... ... ._.... ....... : . i _... - EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX0 U5 02 24"O.C. SPACING) -i — : ; i t • A FASTENERS MAY BE REQUIRED AT SPECIFIED �.. 1. 1. ,. _ _ - ` . s LOCAT ONSLON PLAN F C \ ; I SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER d PROTECTION AGAINST CORROSION N i • N i .::::. 0 M LL, \ . .. IN ACCORDANCE W/FRC 502 2 1, EXTERIOR DECK (1) ..... _.... LSAT J LEDGERS SHALL BE SECURE TO WALL FRAMING WITH T02 � ... .. _ ... _.__. ...-.. t L-....................----=-111,11, =` N .............. .. _.__ WOOD SCREWS AS INDICATED ABOVE COMMON NAI _ - . r.._ r. W - --- .. .. ...... ..;::.. FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY __ LO _... J ROOF FRAMING LEDGER. J 2x6 �0 - ....................(4)12d COMMON ` Wit- .....:... (6)12 Z ■ -I 1 �• _ 2x$0..................(8)12d COMMON U) r 111� \; t L -= = : = . .....====�.==-....... I OTE 6 O 2x12..................(10)12d COMMON (q / ,--- j _.... _. __:. ...... ...... ....._.. . . ...._ - ................ ..._ U _ \_ \ MIN 3)LEDGER FLOOR FRA GER(W/NAILS): Q PT 2x6 COMMON 14, NOTE 6 : I � ` I 4 PT 2x8................(5) 16d COMMON 0 (U (7)16d (D _ _ _. _. - . . ... .._.. _ TO PT 2x12............ ( COMMON - .... . x 9)16d r W FLOOR FRAMING LEDGER(W/SCREWS): �— O :� i . : i i ip D > --_.... w PT 2x6 3 x 4-Y2"LONG#14 WOOD SCREWS d- ..: PT 2x8................(5)%a"X 4%z'LONG#14 WOOD SCREWS t- \ \ ; PT 2x10..............(7) Y4"X 4-Y2"LONG#14 WOOD SCREWS w 1f' \ PT 2x12..............(9) %a'X 4-Y2"LONG#14 WOOD SCREWS __... \ `.. ;_ ..._ 0 __. n o . \` ' 4. OVERFRAMING NOTES Y • ALL RAFTERS TO BE MIN,2x6 N0.2 SYP @ 24"O.C. MAX. Of _ . 2 SYP MIN. ._. .. PLANK-ORIENTED 2x8 NO T1 ALL SLEEPERS TO BE PLANK ORIENT Q j • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d z I COMMONS MIN. . ..- . :. --.. ....: � i � ; �� .---:;�Z=---.......-...... a . EACH RAFTER TO SLEEPER W/SIMPSON H3 UPLIFT T11 „ HTS20 , (2)HTS20 CONNECTOR. I-- • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. \✓' • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO _.... . T12 I RAFTER W ERE APPLICABLE W/ 5 10d COMMONS MIN. . _. °`y - -- } _- _._ r - - - - - p ..... (2)HTS2Q 1'3°`12 _ � Q o ¢ z N ev ._ T � 2 - RAFTER SPAN SCHEDULE a 7 1) 72 _ - ❑ ¢ o a 4 X02 O C LUMBER SIZE u� 0 ❑ Z ° N p p J N F01 ... ...... = s _... ! SPACING J a ❑ J _ w p a TI � x ~ > ap ZWJ - n7JZ W ❑ M . - ti 2x10 2x12 ¢ w w V-) �� _ _ 11011 2x6 2x8 w a tr > a E I-0 L3 7- LO �T� 12" O p d m ❑ W W J p W - p O to _ : - - 21'-8" 25°6" a I- a w 0 1 ': FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. CIO 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: M A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. N B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR M DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. _..I O LL 4. PORCH BEAM FRAMING NOTES O N LO A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV.T NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 000 0 WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT d — ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH BEAM TO STUDS W/MS24, HTS20,OR MSTA24. B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N a) PORCH BEAM TO TOP PLT W/MS24, MTS12,OR MSTA24. N M LL C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. iN PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR LL C:) PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12, OR U LO MSTA24. STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. J D. BEAM ATTACHED TO EXISTING FRAMING Z :3 ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ O U) SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS, U) U) 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER U TYPICAL WALL SECTION SHEET. O 6. HIGH UPLIFT WALL: INSTALL QTB @MAX 48"O.C., REQUIRED 'Cr _ AT THIS SECTION ONLY a) IW- > 0 7. PLANK ORIENTED HEADER FRAMING � Q A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 (n ■ EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON r DETAIL SHEET. B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH SW2 SW2 HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. O (9'-10"LENGHT) NOTE 7 C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. C) STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT Y OF PLANE WIND LOAD. 0 p 6. WALL MUST BE FRAMED AS 2x10 WSP HDR-0/2 - - Z 7. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION",SHEET ST-5 O H (2)2x4-1/2 w � > a a Z 2 ❑ ELL] ¢ 0 ` Qcn � ❑ zaarn (2)2x4-1/1 + = U ° J ❑ � z FZ0JXaOCJjOI CV ~ Q h a W[L 0 p m ¢ ¢ 0 w W W _ O W W a > O U] W W ❑ L3 _.. '� Z Oaw0 ww _j ° a om }F_ w C3 z o z W Qa � Q � uwi = wwN � � W � w ❑ w F = 2 W 0 U Z_ ¢ = E NJ � � I- r � ZW QIP (/) QFZI- zwOZWXO2 � ❑ � ° w W a = a ° W O p ¢ w m C7 ¢ awrjpzWWzu) OQ2W W w ° w LL X F Z Q N W wx < mw1IW-- oL3ON wW Z z = >- Z< O - Jno � � wz B — Z 0 - - a ¢ p C� Z ° oz >- Lwwa ' m � zl1 Z wwJ ¢ mz - �QFz3g ¢ (2)2x4-1/1 W W z ❑ c7 w 0l0- • w z tr L3 U Q = IQ- IZz = YUzIII - � W r Z U Q r U ❑ 2 w p Z Q O W Z Q F J r IZ O J O � Ur _ 3cvaM < 0r� r _ UU J LL Z SHEET NO.: o ST-4 o STRUCTURAL FRAMING PLAN CK Q JOB NO.: RS5572 SUBDIVISION: o Atlantic Beach a Country Club LOT NO.: (2)2x4-1/2 Z 07 WSP HDR-0/2 ^ — ❑ } Ur FLOOR PLAN: West Indies-C WSP HDR-0/2 /4 ' 0 � OJ Z DESIGNED: SW2 w JH/JML 1-- REVIEWED: LU DBM a. Q REVISIONS DATE m 0 W O LU Q Z O PEX C) LL v: Q C/) �s� ' �. STRU T L ENbfNEE NG (J SECOND LEVEL STRUCTURAL RAMING PLAN 1 /4" = 1 0" a � Q W �`®,�s'Q F' �lQ �a'�o a- � � I�IIU %% ®rray, P.E. QTQ P.E. No. 71457 ENGINEERING 12-24-2015 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. Cn • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. co 2. TYPICAL BEARING BLOCK O • 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. CO LL- C14 E 3. LEDGER FRAMING NOTES: Lq • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00 0 (n 24"O.C. SPACING) d • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED C LOCATIONS ON PLAN , C • 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 N FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. p W In ROOF FRAMING LEDGER: 2x6....................(4)12d COMMON J 2x8....................(6)12d COMMON z ■ 2x10..................(8)12d COMMON O 2x12..................(10)12d COMMON toCn ,, __ _ , FLOOR FRAMING LEDGER(W/NAILS): r.:, ...__ UQ PT 2x6................(3)16d COMMON PT 2x8................(5)16d COMMON - PT 2x10..............(7)16d COMMON 0 B1 PT 2x12..............(9)16d COMMON W ST-6 FLOOR FRAMING LEDGER(W/SCREWS): D O PT 2x6................(3)Y4"x 4-%2"LONG#14 WOOD SCREWS (n ■ d- PT 2x8................(5)Y4'X 4-Y2"LONG#14 WOOD SCREWS ,��, PT 2x10..............(7)Y4'X 4-Y2"LONG#14 WOOD SCREWS b , I 1 ( _. 1 1 .....: V4" PT 2x12..............(9)Y4'X 4-Y2"LONG#14 WOOD SCREWS [ 1 1 t O 1 GE03 .. U 1+ 1+ 4. OVERFRAMING NOTES Y _ • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24"O.C. MAX. j 1 • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 N0.2 SYP MIN. Q 1 1 1`"' • "" FASTEN SLEEPERSTO EACH TRUSS/RAFTER W/(3)16d 1 Z 1 1 COMMONS MIN. O • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT CONNECTOR. F- 1 ._ ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. 'ITX p Z 2 ❑ it Q ❑ T ._ _ RAFTER SPAN SCHEDULE a n ❑ z a a N QZ N ❑ wLQZ SPOACING LUMBER SIZE rn 0 0 ? � Z ° m o w n UI a ...._ T012x6 2x8 2x10 2x12 ~ Q � wp z0mQ � G ? W0 M - O WWm > pmww ❑ Ll 2: 12 14'-5" 18'-3" 21'-8" 25'-6" Z paw 0 w w Z p w N - p a Ids _ _ ❑ ma Hat- } wZ � ❑ ._ — 16" 12'-6" 15'-10 18'-9 22'-1" Zapa > Ww : uwiuJiM0Ww 24" 10'-2" 12'-11 15'-4" 18'-0" z Q = rn Z w Q a i... 20 L.L.115 D.L.#2 SYP ? Q w a a z w ❑ z a w p Q Q T m _ Q w p p Z w m wp zm Q T01 -, 0 - ._ .... __ CEILING JOIST SPAN SCHEDULE z z Q X ❑ o Iw- 2 w 0 z O.C. LUMBER SIZE W w w w X Q wCj Q a rn �` z SPACING waQ �aFl- pCjZz ww Z Z_ w w IZZJF NI- Z T 2x4 2x6 2x8 2x10 O m C9 ZZ EL m w a Z ? Z = 12" 11'-10" 18'-8" 24'-7" 26'-0" w W Z j � m z W j Q F- 2 16" 10'-9" 16'-11" 21'-7" 25'-7" Q = Q 0 z z Q v a a ¢ E _ -:::: hZ7Q1-HVLi � ❑ 2QpwZQ NOTE 6 24 9'-3" 13'-11 1T-7" 20'-11 o a w w N a Q ❑ [� h ? 0 10 L.L./5 D.L.#2 SYP �. # „ J I ILL 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z SHEET NO.: BUILDER IN ACCORDANCE WITH FRC R302.12. O ST-4/ 1 T - 6. RAFTER 26x6'LONG NO.2 SYP SCABBED RAFTER TAILS ROOF FRAMING •RAFTER TAILS TO TRUSS TOP CHORD W/(2)ROWS T1 10d @ 6"O.C.,STAGGERED PLAN JOB NO.: TO ; ........ i Q RS5572 1 1 + SUBDIVISION: + M o Atlantic Beach f� -- 1 Country Club E{ ___ __ Q _.. LOT NO.: GE µ 1 _ z 107 FLOOR PLAN: B1 o West Indies-C .E. Z DESIGNED: v ST-6 O JH/JML 65" ; '° ...... w REVIEWED: w DBM Q REVISIONS DATE m 0 W TRUSS ENGINEERING NOTES: Z c • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL p "x; TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. U • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING Q STR URAL . ENGIN ,ERING " . .� 0 1 4" = 1 ' SECOND LEVEL ROOF FRAMING PLAN / 0 :> x wr,- NZ Q ®�De urpa4, E. TENGINEERING P.E. No.71457 12-24-2015 TRUSS OR RAFTER TO 2XNO.2SYP BLOCKING TOFIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE _ (2)MS24/MSTA24 OR TIGHT BETWEEN TRUSSES, (3)10d QT CONTINUOUS FROM 2ND 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 O S B QTA TO HEADER TLOK06, OR H8 LINO 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 _ JIL WOOD PANEL AND CENTER OF LOCATED DIRECTLY OVER STUD COLUMN. III III FASTENERS 2 PLACE QT " LU QT's WITHIN 3 OF BEARING WALL END STUDS. 11I I I I II -TRUSS OR RAFTER TO TOP PLATE W/HA4 _ 3 PLACE QT'S AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT III III CO OR TLOK06 OR H8, UNO ON ROOF FRAMING o PLAN 0 EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRUSS 2 x 6 x 4'LONG NO.2 SYP MINIMAL UPLIFT WALLS 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. III III cce) FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.O SCABBED TO TRUSS TOP 2x6 x 6'LONG NO.2 SYP 5 QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED III ON PLAN. SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 10d @ OVERHANG RAFTER III III TYPICAL TYPICAL TYPICAL o LL ON SHEET ST-1 FOR TYPICAL INSTALLATION. 6"O.C., STAGGERED; U.NO. SCABBEDCHORD MI TRUSS 1Od HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ 11(SPACING UNO SPACING UNO SPACING UN0111 N CHORD w/MIN(16)10d INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0ON COMMON NAILS 18" O.C. MAX, MIN (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11" PLAN ,SEE TABLE 6:QUICK TIE CONNECTORS ON III C SHEET ST-1 FOR TYPICAL INSTALLATION CU EMBEDMENT 00 N TRUSS OR RAFTER TO TOP 11 I I TYPICAL QTA @ MAX 14 STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W/HA4 OR TLOK06, UNO III III 48"O.C., MIN(1)PER 0 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 (QTA REQUIRED FOR NCD 1 . GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES III SUV 1 SW III WALLS ONLY)EARING N STANDARD HEEL CONDITION RAISED HEEL CONDITION DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS MAX 48" O.C. OR PER TABLE 8: III III � N (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) @ SPECIFIED SHEARWALLS, SHEET ST-1 . 1111 1 II II IJ.i � . TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY III III J STUD TABLE SPACING PER BE EXTENDED TO 8FT O.C. PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD TABLE 3:MAXIMUM + Z EXTERIOR WALL STUD FASTEN BOTTOM PLATE TO GABLE 1 „ „ O 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 coNTwuous Y FLOOR BEARING. MID POINT OF THE BOTTOM PLATE, FROM 2ND LEVEL INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.O DBL TOP PLT TO < ON PLANCU . EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE SLAB SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @MAX 48" O.C. OR PER III III � � _ TYPICAL: BOTTOM PLATE TABLE 8: SPECIFIED SHEARWALLS SHEET ST-1 . (III III � TO RIBBON BOARD W/10d - O COMMON @ 6"O.C. FLOOR TRUSS III 2ND FLOOR END ■ BY OTHERS GABLE FLOOR III III STUDS TO 1 ST TRUSS BY OTHERS HEADER TO TOP PLATE III I I( FLOOR HEADER W/ CONTINUOUS 2x4 CONNECTION PER HEADER (2)MS36/(2)CS18 ctct RIBBON BOARD FRAMING NOTE 3 ON ST-1. III 11 I WITH(9)10d EACH 2x4 NO.2 SYP DIAGONAL BRACE @ 48" END OR QTA O.C. DIAGONAL BRACE TO FLOOR NOTE 3 III III s 0 TRUSS OR DBL TOP PLATE W! 3 10d NOTE 1 &2 II I I TYPICAL I I II WOOD FLOOR TRUSS BY OTHERS ( ) COMMON TOE-NAILS AT EACH END. I I ISPACING UNO TYPICAL QTA @ MAX < FASTEN GABLE TRUSS TO DBL TOP _ III III PLATE W/8d COMMON @ 6"O.C., UNO (QTA III III 48"O.C., MIN (1)PER O SHEARWALL Z N AT FLOOR III Sw III ROO R OADRED FOR WALL SECTIO ALT. WALL SECTION AT FLOOR III BEARING WALLS U) PERPENDICULAR FLOOR TRUSS CONDITION III I I II ONLY) LO PARALLEL FLOOR TRUSS CONDITION � a (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) IF REQUIRED QT III III ti w w a z 1 ❑ (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER ADDITIONAL STUDS Q ❑ THAN OPENING III III REQ. IF QTO,SEE Q � 10 ❑ ❑ w a, ¢ z WIDTH, PRESERVE 11 I I III TABLE 6:QUICK TIE T w 0 z = n v, � p p WI ❑ TYPICAL IFT QT SPACING AND DO to CAB E NOT INSTALL QT ANCHORS, SHEET r ❑ a Z z ❑ J ® W U w a BOTTOM PLATE I > ap zwJ - mJzZ ❑ ANCHORS 24" ST-1 <1 wW - pm � � U ❑ wLL EACH SIDE OF III °� III 0 wWa > p :nwW ❑ N _ p GABLE END TRUSS OPENING(U.N.O. ON 1111 O.C. MAX 1111 z paw ° Iw- W' 1w0WW - pa PLAN (A p ❑ ma z w } mzZ ❑ TYPICAL BOTTOM PLATE ANCHOR @ MAX W ¢ a o Q >0 w � w W ai p W C � ) a a } ww � u� J 0Zm 48"O.C. EXCEPT AT SHEAR WALLS. SEE TLOK06 @ 32"O.C. z F = 0 ¢ o a a � N a z w < o TABLE 8:, SHEET ST-1. (8"EMBED INTO STEMWALL, 6"EMBED INTO CONCRETE STUD SPACING PER ®RA CORNER R I A 1 GST A 1 1 /�TI®A 1 p w z a ❑ a ❑ z ❑ X p p m EXCEPT AT HOLD-DOWNS.SEE TABLE 7: TABLE 3:MAXIMUM I V I V�7 /`1L.L_/'1 I V m a s w p z w p p 2 w Z w W O Q W EXTERIOR WALL STUD (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90°&45°CORNERS) z Z a X ❑ p Q SPACING.ROOF AND 11J a w p W X Q w ¢ a w m FLOOR BEARING. 2x WOOD STUD WALL 1. ,1)QUICK-TIE ALLOWED @CORNERS OF TYPICAL WALLS W/ TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR W W Q i w I- p < p Z ' w w a (2)2x TOP PLATE VERLAPPING PLATES. SHEARWALL OVER HEADER SHEARWALL Z ? I > z Q o ? a o Q W o QUICK TIE TO FOUNDATION 2. UICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP z z ❑ Q m Z m a Q z 3 'LATE OVERLAPS THE LOWER TOP PLATE. TYPICAL UPLIFT ANCHOR INSTALLATION FOR w W Z ❑ L9 W . � • N U 3. F PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE < I Q Z } z I Q U w a _ w v °.� � \\�\\�\\� �j��j�� / =ACH SIDE OF CORNER SECOND FLOOR WALLS AND SHEARWALLS I- Z I z -F Y p z w O w Q / ZUQ - U [Y ❑ I W ZQ \\/ �� ADDITIONAL 0 n H ? 3 N a In Q 0 m � Z_ o Ll NOTES \ ANCHORS PER 1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL HEADER FRAMING z NOTE 4 ON ST-1. Z SHEET NO.: ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). 0 ST-5 2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR %"DIA.THREADED ROD QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION 17-- IN IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON 1Z"DIA.x 6"LONG TITEN HD INSTALLATION AT GABLE WALL SCREW ANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS o TYPICAL WALL MUST BE USED IN STEMWALL FOUNDATIONS. 3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES. MIN 1 3/4'OTHERWISE. NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT 7/8'DIA HOLE 7/"DIA HOLE SECTION FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE s „ 3/," C DIA HOLE C DIA HOLE EPDXY OVERSPILL CENTERED /a HEX NUT CENTERED /$ 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%"STEEL WASHER IN TOP PLATE 2%4'x 2 Y4'x%8'STEEL IN TOP PLATE 3"x 3"x 3/s'STEEL IN TOP PLATE 3"x 3"x 3/6'STEEL P.T.2x BOTTOM PLATE WALL SECTION AT FOUNDATION WASHER WASHER WASHER U RS5572 (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE _ MIN EDGE DISTANCE < ch � SUBDIVISION: INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL EXTERIOR EDGE o Atlantic Beach 1%"DIA s DIA PLAN VIEW TYPICAL WALLSECTIONS PLAN VIEW PLAN VIEW WASHER PLAN VIEW WASHER PLAN VIEW OF CONCRETE Q Country Club (5) 10d TO 3/" HEX NUT „ 3 „ TOP PLATE 3/g' HEX NUT / HEX NUT w/1/8 DIA 5/e" HEX NUT w/13/4'DIA � LOT NO.: 7 3'DIA HOLE 7/a"DIA HOLE 7/8'HOLE WASHER 1"DIA HOLE WASHER $'QUICK TIE C) 107 3 EPDXY OVERSPILL - ENTERED 2"x 2"x%6'STEEL WASHER CENTERED 2%4'x 2%"x%8'STEEL CENTERED 3"x 3"x 3/6 STEEL CENTERED 3"x 3"x/6"STEEL LS 18 STRAP IN TOP PLATE IN TOP PLATE WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER Z'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 GIRDER)W/10d COMMON @ 6"O.C., UNO. (5) 10d TO West Indies-C WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL STUD PANEL SHEATHING REQUIREMETNS ON SHEET ST-1 FOR EXTERIOR 3, EMBEDMENT z DESIGNED: WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF S QUICK TIE _ _ 3/"QUICK TIE %8' QUICK TIE 3/"QUICK TIE 3/s"QUICK TIE %"QUICK TIE %4'QUICK TIE 5/"QUICK TIE 5/s'QUICK TIE STEEL SWEDGE a `t W J H/J M L SHEATHING FOR INTERIOR WALLS. STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO F- 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 n- < REVISIONS DATE TO BEAM/GIRDER BELOW WITH MS36(OR CS18) W/(18)10d COMMON @ 32"O.C. 1 QTA(1/8")-TOP PLATE CONNECTION 2 QTB(3/16")-TOP PLATE CONNECTION 3 QTG(1/4")-TOP PLATE CONNECTION 4 QTO(5/16")-TOP PLATE CONNECTION 5 QTA(1/8")-BOTTOM PLATE CONNECTION KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO BEAMIGIRDER BELOW WITH MS36(OR CS18)WITH00 (18)10d COMMON.' EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL STUD TO TOP PLATE CONNECTION 3"QUICK TIE %a"QUICK TIE 5/6„QUICK TIE P.T.2x BOTTOM PLATE W SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER is P.T.2x BOTTOM PLATE SIDE VIEW FRONT VIEW FRONT VIEW BELOW WITH(2)MS36(OR CS18)WITH(18)10d COMMON 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP P.T.2x BOTTOM PLATE >z s EACH. PLATE CONNECTIONS AT THE END OF SHEARWALLS AS MIN EDGE DISTANCE MIN EDGE DISTANCE MIN EDGE DISTANCE � s3 TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED NOTES: WELL AS AN ALTERNATE STUD TO TOP PLATE - CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN M LLJ O / WOOD FLOOR 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. N 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH416. < TRUSSES BY EXTERIOR EDGE PLAN VIEW EXTERIOR EDGE EXTERIOR EDGE 0' < OTHERS WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATEOF CONCRETE OF CONCRETE PLAN VIEW OF CONCRETE PLAN VIEW z 3. EXCEPTION: SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE EACH SIDE OF OPENING. AS THE LS18. 5/6"QUICK TIE CL X SECOND FLOOR TO BEAM OR HEADER CONNECTION 16 EPDXY %4'"QUICKTIE PDXY OVERSPILL O EPDXY OVERSPILL EPDXY OVERSPILL 3/4'DIA HOLE IN 20° _H 1"DIA HOLE IN 9/s'DIA HOLE IN P.T.2x BOTTOM PLATE q z P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE BOTTOM PLATE 1-1/2" 1-1/2" °°° °°°° BOTTOM PLA E F_ E X BOTTOM PLATE o°>o 000 TYPICAL WALL SECTION NOTES: 1-HOUR FIRE RATED ASSEMBLIES: 3 ° °°° OR OR U °°° °°°° 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x_NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C.STAGGERED • FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER °°°° °°° �1 GREATER �1 " GREATER < 5/6'QUICK TIE < (UNO). MINIMUM 48"LAP W/MINIMUM(20)10d IN LAP, ADJUST TYPICAL NAIL SPACING AS NEEDED. AND ARE UNDER THE ENFORCEMENT OF THE BUILDING OFFICIAL. 8"QUICK TIE EMBEDMENT '/z"QUICK TIE EMBEDMENT STEEL SWEDGE EMBEDMENT 2. 1 STAND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. FERE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1 %"NAIL STEEL SWEDGE - STEEL SWEDGE - D _ STIR TURAL ' 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. PENETRATION INTO FRAMING SUPPORTS @ MAX 24"O.C. v 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE ,� ENGIN RING ,, 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK MATERIALS PER SPECIFIED INSTALLATION DETAIL CONCRETE TLOK06 TLOK06 TL • "' V WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE CONCRETE CONCRETE FOUNDATION J •' • + • FOUNDATION FOUNDATION MIN 2500 psi LU 71 PROTECTION AND WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE Q. MIN 2500 psi MIN 2500 psi � • 5/g"TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL p ELEVATION p ELEVATION TLOK06 TRUSS TO DOUBLE OFOR"TYPICAL WALL"FRAMING APPLICATIONS.AT"SW"WALL,OSB OR ELEVATION FILE , r1l"I PLYWOOD MUST BE INSTALLED TO INTERIOR OR EXTERIOR FACE OF .. TOP PLATE CONNECTION a• ' °@�`� SPECIFIED WALL PRIOR TO FIRE PROTECTION. QTB(3/16")-BOTTOM PLATE CONNECTION 7 QTG(1/4 )-BOTTOM PLATE CONNECTION 8 QTO(5/16 )-BOTTOM PLATE CONNECTION X *��,$, ®•• � O �. �� I ;'O.E. QUICK TIE CONNECTION DETAILS OT ENGINEERING P.E. No. 71457 12-24-2015 KING AND JACK STUDS PER ENGINEERING GARAGE DOOR BUCK/JAMB NAILED (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT TO STUDS W/(2) 16d COMMON OR APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TRUSSES. : :, ,...,.•.. ::::: .:::::.:::.<:::. 12d CC NAILS @ 16"O.C. I I I I II II 2x NO 2 SYP NAILER FASTENED 7 Y4"MAX16"MAX CONTINUOUS LATERAL RESTRAINT TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. WEATHER STRIPPING/STOP (CLR). QUANTITY AND LOCATION COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO f DEFINED BY TRUSS SHOP DRAWING. ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS GARAGE DOOR Cn OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)10d W/10d COMMON @ 3"O.C. M COMMON TOE-NAILS. N TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD M T APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE J 7/1s"OSB SHEATHING FASTENED 2x6 SYP GOAL POST ATTACHED O LL SIDE OF WEBS MADE OF MORE THAN ONE PIECE, O FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH TO NAILER W/8d COMMON @ 3" TO STUDS W/(2)ROWS OF 3-y2" NOTE: OF SPECIFIED DECK SCREWS FOR DO SO WITH OVERLAPPING BRACES � O.C.AND TO DOUBLE TOP PLATE GALV DECK SCREWS @ 12"O.C. IN OTHER WITH(2)ROWS OF(4)10d OTHER WITH(2)ROWS OF(4)1 Od GOAL POST ATTACHMENT,THE GARAGE LIKE THIS(TYP EVERYWHERE) COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD W/8d COMMON @ 3"O.C. DOOR SUPPLIER MAY SPECIFY A FASTENING CV FASTEN TOP PLATE TO EACH GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK CA C OTHER WITH(2)ROWS OF(4)1 Od PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, 0 /s"OSB ATTACHED TO STUDS /1s"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD SPECIFICATIONS THROUGH THE GOAL POST. WITH MINIMUM 8d COMMON @ 3 WITH MINIMUM 8d COMMON @ 3" I✓ O.C. ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C. IN FIELD. /s"OSB ATTACHED TO STUDS TRUSSES NEEDING BRACING WITH MINIMUM 8d COMMON @ 3" N OPTION 1 OPTION 2 O.C.ON EDGE, 12"O.C. IN FIELD. OPTION 3 GARAGE DOOR JAMB DETAIL M LL INTERIOR SHEARWALL DETAIL LATERAL BRACING - MULTIPLE TRUSSES L N 0 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). L J LO BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. J THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS z ■ e ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0 4. ALL FASTENERS SHOWN ARE .131"x 3"LONG(UNO). Cn NO 2 SYP DOUBLE 5. DESIGNED PER BCSI-B3,2007. v Cn TOP PLATE Q N (2)MSTA36/MS36 TO INSIDE ,d _ a) OR OUTSIDE FACE OF WALL6"+\- I CONTINUOUS LATERAL RESTRAINT WEB W 0 NO 2 SYP DOUBLE I s°Max 6^Max �s°Max BRACE SUBSTITUTE � O TOP PLATE - WEB MEMBER SPECIFIED ALTERNATE BRACING C/) ■ SIZE CLR T OR L SCAB of 2x4 1 ROW 2x4 (1)2x4 D 2x4 2 ROWS 2x6 (2)2x4" 0 T-BRACE FASTENED TO 2x6 1 ROW 2x4 (1)2x6 U INSTALL DBL 2x-BLOCKING WEB W/1 Od AT 6"O.C. - Y ROOF DECK I IN FIRST TWO STUD SPACES. 2x6 2 ROWS 2x6 (2)2x4 FASTEN SHEATHING TO 2x8 1 ROW 2x6 (1)2x8 TRUSSES PARALLEL TO WALL: ROOF TRUSS BLOCKING WITH 8d COMMON 2x8 2 ROWS 2x6 (2)2x6 2x4 SPF(MIN) NAILER FASTENED OR RAFTER @ 3"O.C. L-BRACE FASTENED TO 0 TO DBL TOP PLT W/1 Od @ 3"O.C. QTA, U.N.O.U.N.O. WEB W/1 Od AT 6"O.C. 2x4 SPF(MIN) I IF ADDITIONAL UPLIFT SINGLE TRUSS BRACING TRUSSES PERPENDICULAR TO WALL: BLOCKINGANCHOR IS INSTALLED 2x4 SPF(MIN) BLOCKING BETWEEN EACH I AS SHOWN,OMIT SPH 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO I CONNECTION AT DOUBLE RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE dam' X p TO DBL TOP PLT W1 Od @ 4"O.C. BEAM w/10d @ 4"O.C. ( TOP PLT SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. I., w w a z 0 ❑ WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR �, L � M ❑ w � Q z -IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. w p = w V I p w ❑ FASTEN STUDS TOGETHER IT REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND U-) m ❑ ❑ z I- Z p N p 0 a N a TRUSS TO BEAM W/ w/ 1 ROW 10d 4"O.C. TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. J } a p z w j J m z w ❑ 3/"OR THICKER CDX HA4 OR TLOK06 ( } @ �s^Max �s^Max �s^Max ¢ � w w - p m ¢ a ¢ ❑ w OR OSB FASTENED TO I PERMANENT WEB BRACING paw ❑ w w w a � o TRUSSES, RAFTERS 2x WALL FRAMING OR BLOCKING W/8d I U) p ❑ m a z a w } m z z ❑ COMMONS @ 3"EDGE, PORCH BEAM I QTA, U.N.O. a w in� 0 E 12"FIELD. I Z ¢ ION � aa } w w ❑ z n aw ¢ WOOD STRUCTURAL PORCH BEAM TO POST: I o w w a z w o z 0 w j o 4 a (1)MSTA24 120 a w p p m w SHEATHING POST TO SLAB: I z ¢ Q X w p o � p m ❑ ¢ o z ABU POST BASE ANCHOR I W E2 ? p w Z ¢ F w rn� a OR DTT2Z W wWZ W ¢ wLI I wz (UNLESS NOTED OTHERWISE) Z w w ¢ w a I z z : � z ui N w z TYPICAL PORCH SHEATHING DETAIL I CD 0 = >- z} 0 U1 W a 13 0 ED w THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES L1�J w z o < [m9 w a¢ N w Q F UNLESS NOTED OTHERWISE. 2x6 w - z } z w C7 I- m a w v E THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL h = z F H � ❑ z w D p w a AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR 2x4 QTO z ❑ ¢ v a ❑ I w p z ¢ 90-DEGREE CORNERS. SHEATH INSIDE FACE ONLY IF NOTED O F - ? 3 N a m Q o ri Z ON FRAMING PLAN. ACCEPTABLE TO FASTEN STUD TO STOP SHEATHING AT GOAL POST I CORNER STUD GROUP W/ L CHANGE IN PLATE HEIGHT z.7771 2-Rows 10d @ 6"O.C. zSHEET NO.: o ———— —— STAGGERED. STOP NAILS ST-6 AT BOTTOM 24"OF STUD cv • ix FOR CONNECTOR INSTALLATION STRUCTURAL TOE-NAIL MIN 2x4 NO.2 SYP BLOCKING QTO EXTERIOR WALL SHEATHING DETAILS BETWEEN TRUSS TOP CHORDS W/ JACK AND KING STUDS. SEE 0 JOB NO.: (3) 10d COMMONS EACH END ROOF DECK-N\, PLAN FOR QUANTITIES. U 2x4 SYP OUTRIGGER @ 24"O.C. RS5572 CLIP TO GABLE TOP CHORD WITH GARAGE RETURNS TO BE PLAN VIEW � (1)H2.5T w/(10)8d x 1-2' FRAMED AS 2x6. SUBDIVISION: •• • 2x4 NO.2 SYP BLOCKING BETWEEN QTB OR DTT2Z AT HEADER AT CORNER J o Atlantic Beach OUTLOOKERS. FASTEN EACH /7QTO CONTINUOUS TO WALL W Country Club BLOCK TO ROOF DECK AND DBL X X DOUBLE TOP PLATE ADDITIONAL WALL STUDS @ Q FASTEN 2x6 N0.2 SYP TOP PLT WITH 8d COMMON @ 3"O.C. MAX 16"O.C.AS REQUIRED LOT NO.: DIAGONAL BRACE TO 16" .00T . Z 107 BLOCKING w/(6) I GABLE TRUSS `� `" FASTEN SHEATHING TO (3)STUDS MINIMUM — 10d COMMONS AT CORNER } FLOOR PLAN: - - -1* GARAGE RETURN STUDS, PLAN VIEW TOP PLATE,AND BOTTOM (� 2x6 NO.2 SYP DIAGONAL BRACE, TOTAL NUMBER OF JACK SHEATH FRONT FACE PLATE AS SHOWN W/8d I I 0 West Indies-C SEE PLAN I 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 I QTO CONTINUOUS TO WALL O DESIGNED: • EDGE, 12"IN FIELD DOUBLE TOP PLATE UP TO 20 FT, 2x6 W/2x6 T-BRACE 3 v JH/JML L OR T BRACE VERTICAL ROUND WASHER DRILLED I REINFORCEMENT PER EACH JACK STUD TO THIAND EPDXIED INTO I I tW- REVIEWED: TRUSS ENGINEERING II I I DBM FASTEN 2x6 NO.2 SYP"T-BRACE" HEADER WITH MSTA24 CONCRETE W/7"EMBED W TO DIAGONAL BRACE w/10d OPTIONAL QTB IN LIEU OF ABU OR W COMMONS @ 3"O.C. 2x6 JACK/KING STUDS DTT2Z, CONTRACTOR TO VERIFY MIN Q REVISIONS DATE X NAILED TOGETHER w/(2) O VERTICAL#4 OR#5 REINFORCING BOTTOM PLATE 8'-O"ORAS SHOWN ON PLAN o�C ROWS 10d COMMON @ 8" I I BARS EXTEND FROM FOOTING UP MONOLITHIC FOOTING 2x4x8'-0"N0.2 SYP LATERAL h O.C. STAGGERED. INTO CONCRETE CURB W/OPTIONAL I I I QUICK TIE OR STEMWALL } BRACE @ 48"O.C. FASTENED 1 m TO EACH TRUSS w/(3)10d I I I III HOLD DOWN OPTION #4 OR#5 VERTICAL REINFORCING COMMON III III IN LIEU OF ABU66: I I INSTALLED IN CURB @ 18"O.C. Z . SIMPSON ABU66 POST •NOTCH STUDS 18"MAX I I MAX, MIN(2)VERTICAL BARS @ BASE I I I I FROM BOTTOM PLATE I EACH RETURN FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR DBL TOP PLATE PER PLAN o I I III o° (MAX(1)KING STUD _ ® � FROM DIAGONAL BRACE TO TOP PLATE o �j I I I I I;:� O SPECIFIED ON PLAN MAY — — — — ��x ° BE NOTCHED) � � � _ � � _ ® w � _ � a Q • " INSTALL DTT2Z W/12 GABLE TRUSS TO TOP CHORD CONNECTION Z II EPDXY ANCHORRILLAND ELEVATION VIEW U) ' s . A) TOE-NAIL TRUSS BOTTOM CHORD TO TOP z z D PLATEw/10d COMMONS @ 8"O.C. I I O [\\--2x6 FRAMED EXTERIOR - B) STRAP TRUSS TO TOP PLATE WITH MSTA12 WALL PER PLAN P E X w/(8)10d COMMONS @ 48"O.C. RU SALTERNATIVEsGARAGE RETUN - QTO LL FOR THIS APPLICATION&DETAIL ONLY: < (1)HTT5=(1)QTO — STRU TURAL ELEVATION VIEW ENCxIN °ERING GABLE ANGLE BRACING DETAIL (W/ HGA10) 5�"x 12"EMBED. DRILL 5/a"x 12"EMBED. DRILL (1)STHD14=(1) QTO(MONOLITHIC) �' B 1 AND EPDXY ALL AND EPDXY ALL (2)PA51 =(1) QTO(STEMWALL) 0 f 1) MAX.TRUSS SPACING=24"O.C. THREAD ANCHOR THREAD ANCHOR s O 2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM (2)/x 2-/4 TAPCONS=(1)ANCHOR BOLT °+ 0 � OVERHANG PORTION OF DETAIL FOR NON-DROPPED GABLE TRUSSES W/12"OR LESS OVERHANGS. G4 GARAGE RETURN Ak AWL Py i',' 'W ® x FILE W Its' ��% �rlcMy P.E. aP E. No.71457 QT ENGINEERING 12-24-2015 C/) M 0 O N N co J o LL BEAM ABOVE PER PLAN. 3/"x4"EMBED ANCHOR BOLT W/ 0 mm 2"SQUARE WASHER REQUIRED U) IN THIS PLATE ONLY. C SINGLE STUD TYPICAL(3) CORNERS. STUD MAYBE N E ORIENTED IN EITHER DIRECTION. M LL ix PT NO 2 SYP BOTTOM PLATE (D C\1 TYP ALL(4)SIDES. L j LO BEAM(OR GABLE TRUSS) J CD ABOVE PER PLAN. Z ■ — � - - - - - O U) T Cn — — — — — — U '/16"OSB FASTENED TO STUDS W/8d 36"LONG SPF SCAB W/(20)10d TO Q CORNER STUD ONLY WHEN HOLD COMMONS @ 3"O.C.ALONG PANEL EDGES. DOWNS ARE SPECIFIED ON PLAN. O = DBL STUD GROUP TO SLAB W/LTT20B OR DTT2Z. 2x SPF CORNER STUDS W �- O DBL STUD SUPPORTING BEAMS. EACH BEAM TO STUD GROUP W/HTS20 OR MSTA24. nLTCpNnTC CORNER DETAIL TYPICAL BOX COLUMN DETAIL C ACTUAL BEAM ORIENTATIONS MAY VARY* v NOTE: PER THE FBC 5th EDITION (2014)2304.11 PROTECTION AGAINST DECAY Q AND TERMITES,THE BOX COLUMN FRAMING SHOWN IS TO BE FRAMED z ACCORDING TO ONE OF THE FOLLOWING TWO OPTIONS: z O OPT#1 -BOX COLUMN SHOWN IS TO BE INSTALLED WITH A MIN 6"HORIZONTAL SEPARATION FROM THE EDGE OF THE CONCRETE FOUNDATION OR 8" VERTICAL SEPARATION FROM GRADE. OPT#2-BOX COLUMN SHOWN IS TO BE INSTALLED WITHOUT THE SPECIFIED I - a W o Q Z 0 a m SEPARATION ACCORDING TO OPT#1,AND MUST BE FRAMED AND r Q o z Y 00 p w w Z SHEATHED WITH PRESERVATIVE-TREATED MATERIAL. m ❑ ❑ Z z ❑ m p p � m a Qua ❑ zomQ � Q ] W ❑ ww O WWIY > ❑ �nww ❑ Lm2 ❑ Z ❑ aw ❑ wwJpw - ❑ a C p p m a Z W F w m o Z (n za � cmuWi = wwN � - ww Z QLO = � m � XaIIWZ ❑ Q a QI- ZaOZW ❑ ZL X of J - w w W 2 z p ❑ ❑ W m C7 Q < U W Z W W Z m ❑ Q 2 w Z aXW ❑ p l' ❑ - I 0 Z ❑ W� 1- < pwm w v W wItz waw - Ujm LL Z W WQa' aaz ❑ - Fzww . Z 2 } z< 0 - - j U ❑ 0 < w o 0 L9 Z Ww0 < mz `� EQ11z3 � Q ❑ [7 - W ] W U Lj _ W Wiz > zW [7HI L3 wmg � W - ❑ ZUIt Q FLLIMOI WFoZQ ❑ w QHJI- - I ❑ J O UI- z3NIw < 0 m1- z0 ❑ J LL Z SHEET NO.: NUT&WASHER AT 2x8 O ST-7 H HEADER � STRUCTURAL EXTEND 2x8 TO TRUSS CHORD —DBL 2x8 N0.2 SYP PLANK 12- DETAILS EACH SIDE OF HEADER HEADER W/(2)10d COMMON IN EACH TRUSS O JOB NO.: CHORD @ 48"O.C. TO Q RS5572 MATCH THREADED ROD LOCATIONS SUBDIVISION: TRUSS CHORD @ 24"O.C., O Atlantic Beach ——# SEE PLAN LL Country Club Q (1) COURSE CMU BOND n MAX (7) COURSES U LOT NO.: WOOD PANEL SHEATHING BEAM W/ (1) #4 OR#5 z O7 CONTINUOUS AT PORCH CEILING, SEE (D FLOOR PLAN: PLAN O West Indies-C J 1/2"-THREADED ROD ------- 8" CMU SCREEN WALL O Fo 20" WIDE x 12" DEEP Z DESIGNED: ANCHOR @ 48" O.C. 2 I o. CONCRETE FOOTING w/ U JH/JML LU 6" 6" (2) #4 OR#5 CONTINUOUS REVIEWED: EXTERIOR WALL FILLED CELLS W/#4 OR#5 LLI DBM SHEATHING W/8d VERTICALS @ 72" O.C., Q COMMON @ 6"O.C. VERTICAL TO BEND 90° REVISIONS DATE AND TIE INTO FOOTING REINFORCEMENT • ! N m W z ,. 20" O M WALL ELEVATION VIEW Q Aix WC U z NOTCH BOTTOM PLY TO 0 � O CONCEAL NUT WASHER " H SECTION THRU SUSPENDED PLANK HEADER � PEX U) U) S URAL LU«E. 0�- u. TPT • `�. x A 'n -M' QT ENGINEERING 1'2«242el 15,$„ ,247„ i 417"� tiro RIVERSIDE a GE05 //IIrrk�) `//��I�=//��1rr1�� /1�/� HOMES 18 T03 �VIMiA M�/P ■ " J01 SUBDIVISION: Joz Toa P Atlantic Beach Country Club T03 LOT NUMBER: J03 107 T03 MODEL: T02 U=476 T04 WestlndiesC10 DESIGNED/CHECKED: T05 EAC T06 I T07 ,4��A I��( CC TOS ° n� i USS I T09 A7DIVMIION�O7Ft T10 T11 16 N T12 FGE01 LL M F01 T A426 T13 HTU26 1'10" F01 N FG03 1' h#A426 I T13 HTU26 F02v H_U26-2 1 27'8 (V N HA426 F07 J HTU26 T�3 FOZ = �HA426 HTU26 PEX T 3 �1 THA426 F07 - F02 HA426 T13 HTU26 iv THA42 F07 F02 HA4216�fF6 HTU26 b T13 This drawing is not sufficient N Aazs T14 alone for installation. FO F02 F06 HTU26 ENGINEERING FOR ADDITIONA 11 INFORMATI Additional InStrUCtIOnS 0 ❑ tr ry Fos T15 accompanying this drawing, HTU26 F02 including BCSI-61, should be F06 HTU26 T1s used in conjunction with the F02 2 N a T15 architectural and structural F03 — T16 plans during installation. If BCSI-B1 has not been F03 T17 [tAP E X N uzs shipped to the site with the FG06T1s components shown on this page, please contact Apex Q Q a NT18 Technology for a free copy. M F05 N U26 M 2' r 2' z' r B01 T1s Permanent bracing for the H U26 building, including bracing to 0 0 0 21 0 0 0 o N T19 resist wind, seismic, or other LU LL LL LL LL LL LL LL lateral forces, and permanent LL T19 bracing for all structural T19 elements, is the responsibility of the Engineer of Record for N T19 the SIP ure,oi' e building T19 Std ntp i/TP1 1- 2003 'Ct;p��e� T19 U=470# ^ GE06 rm Z. 16'5" 5' 23,5., w ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING WNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 APEX TECHNOLOGY IS A FICTITIOUS NAME 0 � = - 5 RIVERSIDE HOMES p OFFICE COPY SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: 107 MODEL: WestlndiesC10 DESIGNED/CHECKED: EAC 5�,., TRUETRUSS 16'3" I- A�IMM LION OF --GE01 1'4" U=492# GE03 1 T01 T01 T01 T01 T01 EX T01 0 0 T01 Tot This drawing is not sufficient alone for installation. M T01 Additional instructions accompanying this drawing, T01 including BCSI-131, should be T01 used in conjunction with the architectural and structural T01 plans during installation. If BCSI-B1 has not been T01 shipped to the site with the T01 components shown on this Tot GE04 _ page, please contact Apex 1'8" Technology for a free copy. = ! —sEoz U 501# Permanent bracing for the building, including bracing to 16'5° �55"—I resist wind, seismic, or other lateral forces, and permanent bracing for all structural ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING elements, is the responsibility of the e9r,of Record for th." tructu, hebuilding I- d, sJ ef*K r TPl 1- h pte N-E -k T: 15 AME OWNED BY J X APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 APEX TECHNOLOGY IS A FICTITIOUS N