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1751 ATLANTIC BEACH DR NEW HOME PLANS NOTES I. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR 11'-7" 1'1'-9" 32-10" 2'-6" 7-9" 4'11" 23'-4" TO FRAMING 3'6° 12'-0" 17'4° 2. PAVER PATIO AT REAR 3. PKT. DR AT OWNERS DATH 4a"n HALF WALL 4x4 P.T.POST 4x4 P.T.POST 4. PKT. DR AT W/C IN OWNERS DATH MAPPED TO bY8 3°56 5H 3°56 SH WRAPPED TO 5x8 5. FR DR TO LANAI FROM OWNERS SUITE SILL 9 2'-6"AFF SILL 9 2'-6°AFF i 6. RELOCATE OWNERS SUITE ENTRY DR —— —————— 7. PREPLUM3 SUMMER KITCHEN YEN ED 8. PREPLUM3 OUTDOOR SHOWER Ho D 0 GAS SUMMER <<� �6' 9. GARAGE SVC. DR. S STUD SINK KITCHEN 2�`"=�� j j 10. PREPLUM3 FUTURE WINE COOLER T 6) II ,L II I I Q DINING Nr 14'-5"X 101-101 `tv 3, � I I / \N/ \I 1a cLG. L 7" I I 7.. 12'-0"X 0-8" 10'1'7'PL.HT. PAYERS M I L o �ti� tir' o FOOM r N o I I 1�'-11"X'19'-6" FORCH L 10'CLG. 6-0"X 21'_8" L u) rl ' FOYER PAYERS I I 6 z, �? IO'CLG. �; 0 1s -O" 2'-1" 4'-3" a'�' v N 2'-6" 12'-8" II 4'-8" I REVISIONS I S'<<�e II J , N 3F'56 SH 101_All I ]4" 2'O° 91-01, 1'4" 91-01, 2'-0" IF";L -C� SILLC�2'o'AFF -------- .�-----=- ISTUDY o15'4" I I 9''8 OVERHEAD DOOR 9 8 OVERHEAD DOOR v 10'GLG.w I 10'-2'X 8'-0" - Q � FBA2 rOP 10 CLG. 5-SH C r --� 2°4°SH It/ \ Ov EK 3 "h HALL I �q) �1 SIU 4'0"AFF..1T v D I H.5. 'o"x7'a° -- — J111 n LND1�Y 10'GLG. \/ I s 3ROGY! G KITCHEN a ,� I „ I ; o C C-----I 10'GLG. V N J 1g'-4°X 11'-a" I I° I I I ICJ C? cv i NOTES I. 0002 SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS SFECIFICATIONS FOR REQUIRED CLAD RECESS PRIOR TO FOUPING CONCRETE 2. PAVER NATIO AT REAP 3. FR DP TO LANAI FROM OWNERS SUITE 4. FPELUMB SUMMER KITCHEN 5. FPEFLUMB OUTDOOR SHOWER 6. GARAGE SVC. DR 114" 2'_ 6,O„ 4'-7„ 2 J_5„ IV x �- —— — — —— — — — —— — — — — — — — — ——— — — — — ———— —— ___ _ __ _ _ _ _ __ _ _ _ _ __ __ _ __— — — _ __ _ — —— —— —— -_---___J L__---_-_ GAS -- -1 , -- - - — I - - - - -- - - - -- - - -- --- -- - - -- - -- - - - - -- - -- - c- - - - --- I STUB LL JJ SINK — c SUMMER KITCHEN t b' I t I L STEM'WALL _V t FOUNDATION THICKENED EPGt I I REVISIONS PAYERS t I c I PAVERS Z I = I 4"CONC.SL APD W/FIDERMESH OR ( `a 6x6x10 W.W.M.ON 6 MIL.VISOUEEN I `-I FLOOR OUTLET OVER CLEAN,WELL COM411 PACTED FILL I n rz t I 12'-0" I 10'L.. 2.'8" T-6" 12.'-7 ' I Z-6- CN 24" -11" 1`5" 8'-11" 2'4' 4'-0" 3'-4}' - 4'-74' I - - I----------- J -----� THICKENEDR. S I t / EDGE - I cv I ° — — — -� I V r- Il u I I I -- ---, )I I u i - I �— �" --- J �--= -----I r------ - ----J --- � I -i ,. 4-£2 I ;; "a - _ -ei9 = u----- I I I I 1 1 I T I o I i - .U. =r r^ -jam I I I I GA51 I I I I In I I 1 u n I 11 n Il I /\ I I I STUDI I [4U U I ❑ I L--------------------------� L (N ( � VIiP -- 11 I I __ — _ __ _ _ _ — — _ J fi I f--_- �_ _____________________� E I 1 I° II t I I Build ild With Confidence _ SINK Nil I I ------- I tel JILL � - U1W u I I 1 1 I N/ I I I ` I NI r- --------------------------- L_ — ——— — t ———— —_ _ 0 1i ' t I i I 414 Old Hard Road Suite 502 H.n 7-9" Fleming Island Florida 32003 22-10" Office: 904 264-6553 i� _____ -- (-tri ir-lol —1 F F C _ ) J I n I I I I 1 i 1 1 I Kj I ( Fax: (904)269-2729 f % i i i i I I o f i I 2.4° t t --- L-------------------j t====-�Ji---`�--------- -- I L--------J 1 " I I I I ______________- II of L-__--_--__ I F-------- , r-- I I I r------- C--------------------- Lot 33 ( II r I GA5 II � u 1 -1f = ---� STUB 1 I - I i I I I r t I I I I I iV I L EXPANSION JOINTT YP I 1 1 THICKENED P/C>)1 I��1 I I EDGE I I _--- n PRO✓IJE o� I 1 4SLA5 I • ��-____-- ; ; , { �, -'�� � �� 1 � I Atlantic Beach 16'-`4" u 1 1 1 SLA5 RECESS I ( I 5'-0" 8-O' 3'-10" 15'10" FOR SHOWER Country Club 11 it I ii1h11 PROVIDE 6" S I I I--r-------- --- JfI----Li SLAB RECES I I II II I I 4'-1 z I I FOR SHOWER I I I CI- 4 Z \I 1I I 'I � II III I I ClCtCl ResidenceSTEM WALL t I FOUNDATION I , tti T I z� I I 111 I I- I � I I I I l 1 1 It it �- -i-1 - - -- - - - --- -- - - STEM W --- ----� ---- — ——-h 1—���- _L 4-.F _ I -� r------------------- --- FOUNDA"IN I i = J L----------------- II II I VC o o I �\ --� ———— ——— — — — — — — ----------------- - r ------- -i r----------- i � r---- -_J O ----- � J -- -- - - - - - - - -- - - - - - -- - - - - - - - - - - --- - -- - - -__ _ - -- -- -__ _ -- - -- - - -___ _ _ _ - - ___ - --_-__ - - - - - 3J�- - - -- - --_---- - - - - - - - - -- - - J Foundation G .5 t S,U� ILL Layout i�cohra- A/C I 4'-FTOUTDOOR I 1 6'O" Hn FR 12-107' 1751 Atlantic Beach Drive COMP. / - Atlantic Beach, Fl. 32233 1T 1T 27-0" 2'- ' 12-723'-5" Drawn By ARJ/LP Sheet a4 9 Date 03-16-2015 Scale � FOUNP//�TJON '-011 A2 1/4r1 A an LPAnastasia-A 8 Written dirnerl5ion5 Shall have precedence over Scale dirnen5ion5. NOTE• Contractor5 shall verify and be responsible for dimen5&15 and conditions of the jo'a. FOUNDATION FLAN FOR CONCRETE FORMING AND REFER Northeast Florida Design,Inc.hereby re5erve5 its common law FLUM13ING LOCATION REFERENCE ONLY. REFER copyright5arldothercopyright5i.1the5ep1a65,61e5ign5andideas. TO p © p p p t/�/ p These plans,6e5ign5 and ideas are not to be copied or changed in any O / \S 5OCI1 \TED ENGINEERING DI\/ \4 V ING 5 FOR manner or form whatsoever,nor are they to be a55igned to any third party without first obtaining the express written permi55ion from FOOTED LOCATIONS AND DETAILS. Northeast Florida Design,Inc. - 4 12627 San Jose Blvd -- Suite 702 ortheast_ Jacksonville, FL 32223 Florida Design,Inc. 904 260 3319 Aar AV NOTES 1. STANDING SEAM METAL ROOF ACCENT 2. GARAGE SVC. DR II II D2 I I til��iv� I i BUILDING HEIGHT 114:12 I i 030 12 II I I I I I 12°SHUTTER FY P. FIXE I I D 9 S I I I j 4:12 j BLACKOUT I l 4°FRIEZE TYP. II � I L_—_ ea __ A Np __ HEADER HEIGHT I1 J ❑ I 12"X20"LOUVER HARDIE OR NICHIHA 5HAKE 5 I GABLE VENT TYP. SIDING TYP. II _� 4:12 II G ,1 9 STANDING SEAM v 12 ® METAL ROOFING 12 12 , r;i 4:12 I 9:12 41 �4 i i ..�... I I - _ PLATE HEIGHT I U IU = I EXPOSED RAFTER TA1L5 TYP. P i 4x4 P.r.PoS r I DAH& IA WRAPPED TO 8xd '?� SHUTTER TYP. II I�I II i , 11 9:12 j HARDIE OR NICHIHA— _ I U Li IL--------- __ _ni� ,� i � 51DINGTYP. REVISIONS � ,-- _==zl ii it i 1 j i j l i i i t i t 6"TRIiY1 TYP. 1 FINISHED FLOOR 4'12 li 10"DAN9 1 d q �I N I II II 0 D l i I i i i GRADE � _J L_� C==J1 IL=-= -- ❑ C�> 6"BANDING TYP. GABLEI I H A- COASTAL FR ONT ELEVATION NOTE: 51'KAY FOAM ATTIC INSULATION-NO VENTING REQUIRED II I j 4:12 n l l Lu I I I � �I _m I I ❑ �� ®� I j 4:12 v II -------------- i� i I � Y_ � 11 II1 I"L jr ------------ L------, II II GADLE Buiid With Confidence - II - II w 9:12 9:12 414 Old Hard Road) Suite 502 I I �Y u i I I I Fleming Island, Florida 32003 I ,I `1:12 4:12 14 � II Office: (904) 264-6553 Fax: (904)269-2729 GADLE Lot 33 1 ---------- �r f -4 Atlantic Beach 1\00F FLM Country Club SCALE: 1/8" = 1'-0" Keleher Residence FIDERGLASS SHINGLES(TYP) Coastal FIDERGLASS Roof Flan/Elevations SHINGLES(TYP) 1751 Atlantic Beach Drive Atlantic Beach, Fl. 32233 12 Drawn By ARJ/LP Sheet 4� - 12 A 100111k Date PLATE HEIGHT 03-16-2015 Scale 1/4 1'-0" EXPOSED RAFTER Plan of IE TAILS"rYP. Anastasia-A HAR PIE OR NICHIHA DAHAMA SIDING TYP. SHUTTER TYP. Written dlme11510n5 Shall have precedence over Scale dirnen5ion5. Contractors Shall verify and be re5p0n5ible for dirrien5ion5 and n'TRIM TYP. HARDI OR NGNICHIHA conditions of the jo'ig. Northea5t Florida Design,Inc.hereby re5erve5 its cornrnon I o'TRIM TYP. copyrights and other copyrights in these plans,designs and ideas. These plans,de5ign5 and ideas are not to be copied or changed in any 10"RAND -- FINISHED FLOOR manner or form whatsoever,nor are they to be a55igned.to any third ------- 6"BANDING TYP. party without first obtaining the expre55 written pc rii55ion frorn Northea5t Florida Design,Inc. GRADE A- COASTAL LEFT SIDE ELEVATION 12.627 San Jose Blvd __ 1.�1te 2 Not'dtlie'ast" Jacksonville, FL 32223 Florida Design,Inc. 9D4 26,0 3319 MEN SIR 1,110 ISO; NOTES f2. FF\. DING SEAM METAL ROOF ACCENT R TO LANAI FROM OWNE>zS SUITE Ll U i FIDERGLA55 SHINGLTYP) J ES( pi 5 pi FIBERGLASS SHINGL E5(TYP) Lulldu i 4 r® 12 TO 2'-4" I FLA HEIGHT HARDIE OR NICHIHA SIDING TYP. EXPOSED KA-[ER TAIL 5 TYP. HARDIE OR NICHIHA !� LA SIDING TYP. U 6"TRlivl T'fP. 6"BANDING TYP. 6"TRIM TYP. Ell t ------ 10"BAND FINISHED FLOOR REVISIONS 10"BAND �I- N _ 4x4 P.T.POST 6"BANDING TYP. 4x4 P.T.POST GRADE D TO 8x8 WRAPPEp; 48"h HALF WALL NJKAPPED TO 8x8 �� A® COASTAL RIGHT SIDE ELEVATION - NOTE: SPRAY FOAM ATTIC INSULATION-NO VENTING REQUIRED " ERSIDE as Build With Confidence 5 02 ` 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 2030 FIXED 12 12"5HUT1"ERS TYP. Fax: (904)269-2729 BLACKOUT 19 3 4"FRIEZE TYP, Lot 33 HARDIE OK NICHIHA SHAKE Atlantic Beach 12 .SIDING TYP. 9� 3 Country Club FIBERGLASS SHINGLES(TYP) 12 12 Keleher Residence ______ PLATE HEIGHTX Coastal 2-4" Elevations EXP05ED RAFTER TAILS TYP. 1751 Atlantic Beach Drive HARDIE OR NICHIHA70 TYP. Atlantic Beach, Fl. 32233 SIDING o 6"TRIM TYP. Drawn By ARJ/LP Sheet I if Date 03-16-2015 _ FINISHED FL00ye 10"BAND Scale 1/4" = 1'-0" 'ACV _ of 4x4 P.T.POST GRADE Plan Anastasia-A WRAPPED TO 8x8 ;3 6"BANDING TYP. 1Nritten dirnen5ion5 5ha11 have precedence over Scale dimensions. A C OAS TAL REAR ELEVATION Contractors 5nall verify and be re5por&i ie for dimen5 ons and 3 v conditions of the job. Northeast Florida Design,Inc.hereby re5erve5 its comrncn law copyrights and other copyrights in these plans,designs and ideas. 4 These plans,designs and ideas are not to be copied or changed in any rnanner or form whatsoever,nor are they to be assigned to any third party without first obtaining the expre55 written perrni55ion from Northeast Florida Design,Inc. :.= .._ _ 12627 San Jose Blvd ` Site 702 ortheast Jacksonville, FL 32223 I will Ell, Florida Design,Inc. 904.260.3319 , s _ f 9 a NO'S'ES i I 2x6 . i s 2x2 JA SIDING OR 2x6 2x8 SHAKES ROOF 815E 12 SIDINGFLASHIN2.x2?"ONOTE:FOR:ATTACI-111ENT OF 2x8 OUTRIGGER PT 2x8 ROOF RAFTERS TO PRE-ENGINEERED ROOF"WINDOW TRU55E5,FOLLOW STRUCTURAL DRAWINGS VARIES ����D AND ENGINEERING SPECIFICATIONS SPRAY FOAM INSULATION 2x6 ROOF RAFTER SCADDED TO 2x PRE-ENGINEEKED TRIM ROOF TRU55ES J 2x BETWEEN TRUSS >< JAMS DRIP 1x6 T+G 1x6 T+G t - PLATE HT. WINDOW NICHIHA4 x2 ' „ �� >><< REVISIONS (VARIES) FASCIA DOARD x A A Qo i 6 IL I - 2x6 ��i ?..xo 0 FLASHING ANGLE BEAM i x�\ i \\ �� SILL ' SIDING �X 2x4 2x4 1x ONS;'FURRING 1x ON"'FURRING =LASHING n �'`�� ROUGH OP'G.H1. 0 2x2 x PT 1x2 ON PT 1x4 PT 1x2 ON PT 1x4 2x6 > HARDI HARM < PANEL PANEL i Nis i I , UPPER POST: V CHAMFERED lx ON 'FURRING POST:2x ON � � r; I E K' S I 'SCtUARE ON 6x6 PT POST FURRING ON 2x --- MOULDING 6x6 PT POST - L an 2X6 2x6 1'T 2x2 TRIM Build With Confidence 414 Old Hard Road, Suite 502 7 SQUARE ' 'PORCH LOWER POST: Fleming Island, Florida 32003 � MOULDING 2x ON FURRING Once: (904) 264-6553 ON 6x6 PT POST C\1 Fax. (904)269-2729 [3AY/ FANEL DETAIL PORCH PAVERS 33 SCALE:314"= l'-O" ®� S'A3 >G - Atlantic Beach 1x10 ON 2x8 PT WD REAM i i i PT 2x6 i i i �r l n I 1 JOISTS r� 1 1 n CountClub S. o CONT.2x8 PT PLATE -I I ` CRAM L11 1 W/ANCHOR DOLTS SPACE AS REQ'D. GRADE COLUMN 5TUCCO OPT. z Keleher Residence - 1 3 1 y { Details I 1751 Atlantic Beach Drive i COLUMN Atlantic Beach, Fl. 32233 OFT. 1 { Drawn By AR J/LP Sheet 1? Date I/ \I FOKCH PETAIL 03-16-2015 Scale ff 11 SCALE:3/4"=1'-0" 1/4 = 1-o Plan of Anastasia-A 8 a Written dirnen5ion5 Shall have precedence over Scale dirnen5ion5. Contractors Shall verify and be responsible for dirncri5ion5 and } conditicn5 of the job. Northea5t Florida Design,Inc. hereby re5erve5 its common law copyrights and other copyrights in these plana,designs and ideas. These plans,de5ign5 and ideas are not to be copied or changed in any manner or form whatsoever,nor are they to be a55igned to any third party without first obtaining the express written permi551on from Northeast Florida Design,Inc. - =_ __ Northeast 1227 San Jose Blvd Suite 702 Jacksonville, FL 32223 Florida Design,Inc. 904 26'0 3319 NOTES NOTE:FOR ATTACHMENT OF 2x8 OUTRIGGER ROOF RAFTERS TO PRE-ENGINEERED ROOF TRUSSES,FOLLOW STRUCTURAL DRAWINGS AND ENGINEERING SPECIFICATIONS 15Jf MIN.FELT FASTENED PER FBG R905.2.7 ROOF RISE FASTEN SHINGLES PER FBG 8905.2.6 12 F OSB 80Jr 2x8 ROOF RAFTER SHEATHING SCABBED TO PRE-ENGINEERED ROOFTRU5SE5 2x 3ETWEEN DRIP 20 AT 24"0' 7 2X8 BT'NN. 1x6 T+G Dff SPRAY FOAM INSULATION �� ---TRUSS PLATE HT. NICHIHA x 2 7' I'H FASCIA BOARD 1X2 x n (2)2x6 TOP PLATE 2x6 DRYWALL REVISIONS 1X6 HC 45 2X8 T&G ANGLE FLASHING /HEAP RAFTER TRUSS NFlBDIE OR NICHIHA �X✓ SIDING OF.SHINGLES n ✓✓ ,� ROUGH OP'G.HT. FLASHING 2X6 CONT. 2,x6 2X BLOCKING AT CORNERS FOR VENTING SHAKE SHINGLES 7/16"OSB WALL SHEIIrV'r E-ftR" H 2X6 HARDIE OR NICHIHA SIDING 08 SHINGLES 1/2"PLYWOOD 2x4 PAINTED SLACK SA I Uv p AWNING SEALANT >{ o SHUTTER > JAMD UM S IB. loll WINDOW Build ith Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 2X6 " ; Fax: (904)269-2729 2x6 SILL Lot 3 >G V >c FLASHING FLASHING 2x6 STUD Atlantic Beach F1A8D(E OR NICHIHA----�..,,. (819 INSULATION) SIDING OR SHINGLES VAPOR 3ARRIEB 2X6 RASE PLATE 7 SEALED AT TOP AND " O L�.ntry Club BOTTOM FL AT ES >� SLA3 D61_.TRUSS FLASHING 1X10 ON g ' TRUSS PT 1x8 ' Keleher Residence STUCCO FINISH GRADE 1 Details VARIES 1751 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ/LP Sheet SECTION Cad GAIKE _YIN Joel&7TYFICA � ONE STORY SECTION � Date 03-16-2015 SCALE: } SCALE:3f4°=r-o° � Scale 1/4" = 1'-0" JL1Jq 2 Plan of Anastasia-A 8__j N/ritten dimen5ion5 shall have precedence over Scale dimcn5ion5. Contractors Shall verify and be re5pon5ible for dimensions and conditions or the jo'o. Northeast Florida Design,Inc. hereby reserves its common law copyrights and other copyrights in these plans,designs and ideas. These plans,designs and ideas are not to be copied or changed in any manner or form whatsoever,nor are they to be a55igned to any third party without first obtaining the express written permi55ion from Northeast Florida Design,Inc. 122 __=__ 7 San ose Blvd _ Suite 702 : __ `_<_< ortheast Jacksonville, E'L 32223 Florida Design,Inc. 904 260 3319 NOTES i i RARII Y FOLD-U &SECURE P {1 S'E�GUkE WEATHER BIER(OR TUCK CUT WEATHER FLAP UDR) at HEAD BAR IERAT45" y r AWAE we r— le INSTALL DOOR PLUMB, MODIFIED*r CUTIN �� LEVEL AND SQUAREPER WEATHER BARRIER MANUFACTURERS S 1 = WRITTEN INSTRUCTIONS LINE OF WINDOW . I FOLD WEATHER BAWdER - JAMBS&SILL MECHANICALLY SSI THRES& LD IN BEL) I `• FASTEN FANNED SE SEALANT. (CAP NAILS. � :� STAPLES)IFREQUIREDREVISIONS BY FLASHING MANI F,�A�CTUBER — � . APPLY SEALANT AT t FJ TY F' OVER SHEATHING OVER D � `�` CORNERS AND FRONT APPROVED WEATHER�IEI STUD WALE � . � � I�ISIAi 1 I#'IA([31^ LF-ADHERING ftllaldCi `� I DGI=(�I THR H�7LL� STEP FLEXIBLE MEMeRAME FLASHING al 4 SILL EXTEND FLASHING JAMBS O"MIN -- —� a k a NOTE: UNPROTECTED SIS . a •. BOTTOM 114th OF JAMBS SHALL t * UE COMPOSITE,PY OR OTHER ti a a a a k k as . •s . APPROVED WEATHERa C LAY RESISTANT MATERIAL . BARRIER OVER"fit i * a < i • h • .s •. 17- SHEATHING a: * .�a� _ .a _'. • i k+ LIME OF DOOR OPENING { a .. :- ry ..:_ •:._—.-` . ... - hYkk hA.Yi�k � .��i as kii'Fad - a._. «.. • •# i •. F .. a a a INSTALL 4*WIDE "�.. SELF-ADHERING MEMBRANE •_• _.� >r , a , .............CUTt`ATHER PERRIER --hSTA.IW1V�M ; ii a"E FLASHING{ iI LI€Iit � lY PLUMB,LEVEL AM SELF-ADHERING d FLAME It , SQUARE PER ''. LS Y , MANUFACTUREft� FLASHING OVER APPLY 3Ar NOW WRITTEN NAILING FLANGEA r CONTINUOUS BEAD OF INWRLICTIONS � � � SEALANT AT JAMBS AND � ° I JAMBS w � .. F HE APDL T Build With Confidence r C • . . I OF WINDOW NAILING . .......... FLANGE IN LINE W1 I bE-I HF-0 HOLES =k 414 Old Hard Road, Suite 502 ORYh. ak SLOT$. Fleming Island, Florida 32003 Office: (904) 264-6553 _ F f L{" Fax: (904)269-2729 EXTENDMEMBfWEl HII�IiG .. FLA. MIN 1"B � , _ 4 SILL FLEXIBLE FLA 3HING Lot 33 __ __ Atlantic Beach a . . T . a INSTALL 4°WIDE =a SELF-AI)HERING MEMBRANE •: `` FLASHING i y a U � Country Club DOOR FRAME 1/4" INSTALL WIDEa Fl3LD WEATHER SELFSL}I IEICiI .,, � ♦ kk, ����SELF A�� �I � � MEM ANE FLASHING TAPE DIAGONAL crr ' .As—i�G� MIN NAILING &ACfWSSHEAD OF a . ar ,- Keleher l he1 e id nce FLA14W AT HES BEYOND JAB FLASHING a, `•. FOLD WEATHER �s rr :+c�_py �S NII.Fyi6.,RTiF..ftitii9A7 ;. ;` � .,... - IB,AF�F�IEft I!�AI�iGt to k k k a 1 h ,8 . 1FvEFIE FLFaIiP ` � AROUNDJAMBS SEALWIVCC1F2A41E TCa,� . sri•x yp a kaa 3k Y 1"MIN BEYOND JMB = ' INSIDE OF FLO.W1 SEALANT Y * a s " • " •a 'x F1aS1i114C AT SILL AND 4 MIN H2'UP TO IAMB .k a. a • etails BACK DAM.SEAL. k BALANCEY �. fYLt, I G.• _ - = VI-FRAME WITHL1"1L!'LYI OR �c�t e Rei k...' 1.WINDOW INSTALLATION AND - ISN LOW-EXPANDING FOAM ::" � SFE DOOR DETAILS FOR - F:; , 1751 Atlantic Beach Drive �` <`m. k4y FINISWTRIM MAILS iaa FLASHINGDETAILS ARE = `- i : (PFI:Gt�tIf3E B Q �` CONSI STEM NTH AMU 211 - �� � � ISE REQUIRED) `. � ,'.. Atlantic each, F . METHOD A-1 SPT -[� � A l B 1 32233 SELF-ADHERING MEMBRANE `. FLASHINGS USED _ z k-STE 2.IT IS THE INSTALLATKMt CONTACTORS Drawn By ARJ/LP Sheet RE-SPO dSIBILTY TO VEPJFY -�` THE COMPATIBILITY OF ALL - Date PRODUCTS INCLUDIfVG _ _ � � � 03-16-2015 Scale WEATHER BARRIER, sIoAl.Anrr ELF•Aot-IEBIr�aG = k " _ ii_ _ . , _. _ _ _ _. ,� � ,� 1 LL T �L 1/4 1 -0 o f FLASHING MATERIALS USED [3193 1 L11�JS711JC<TICI . 8.INSTALL ALL MAaTE aI&S PER Plan ti`, �.� � � �T� Anastasia-A IsUFACTLII�EI2S'ifgllRlT'tEld � �� , 8_j SPECIFICATIONSSTEP 7 V$lAFtIdIPtC, Written dirnen5ion5 Shall have recedence over Scale dimen5ion5. REAp REACTADV .h ELY Contractors Shall verify and be responsible for dirnen5ion5 and I L IF �T WINDOW FLASHING INSTALLATIONDETAILS . C� conditions of the jo'v. Northeast Florida Design,Inc.hereby re5erve5 its common lar copyrioht5 and other copyrights in these plans,de5ion5 and ideas. These plans,de5ign5 and ideas are not to be copied or changed in any manner or form whatsoever,nor are they to be assigned to any third party without first obtaining the expre55 written perrn1551on from Northeast Florida D(-,sign,Inc. 12627 San Jose Blvd Sante 702 =' ortheasty Jacksonville) FL 32223 Florida Design,Inc. 9�04.26�03319 NOTES 1. KITCHEN OUTLETS TO 13E PLACED HORIZONTAL AND 58 1/2"AFF 2. ALL DWELLING UNIT [3E[)POOM BRANCH CIRCUITS FEEDING LIGHTING OR POWER OUTLETS OR SMOKE DETECTORS IN F3E[)POOMS SHALL bE PROTECTED 13Y AN ARC-FAULT CIRCUIT INTERRUPTER (AFFC1) 5. RELOCATE OWNERS SUITE ENTRY LIGHT SWITCH 4. APPT'L OUTLET FOR FUTURE WINE COOLER 5. Al)[)T'L OUTLET IN OWNERS SUITE AT 72"AFF FM ----------- 6. APPT'L OUTLET IN FAMILY ROOM AT 72"AFF T GAS TF APPT'L(W1W :�? 7. (4) RECESS LIGHTS IN FAMILY ROOM ON STUD OUTLET VENTED EH 72"AFF DIMMER SWITCH HOOP 5INK 8. (2) RECESS LIGHTS OVER ISLAND ON DIMMER SWITCH II II 1 9. FLOOKOUTLET 10. FREWIKE FOR SUMMER KITCHEN ME-WIRE& DIKACE ONLY & ---------- Y MACE ONLY Al ---------- --- E3 FLOOR, I OUTLET REVISIONS (D ---------------- --- -------------- - PREMIKE& MAGE ONLY GF1 T I IRRIGATION= n 1 CIRCUIT GF!e�4_& �N' G W____i V "I 1 & I F r -it 0 bai 11 an /51N I 00 It W it 1 1 if IFl q r `kE A()JPT'L1W I V ERSID OUTLET FUTURE 11 I I __j I 72"AFF WINE COOKTOF1 W/ W/W --------------- COOLER MICIF,'O HOOP N A ! (D -j / 4— Cojfi GD.O. GI-D 0 "I 0 '�B& as z an qp qpo \7 Build With Confidence 491144�— - - 0 OVENS LOCATE TO ATTIC LAHU))r­grTic 414 Old Hard Road, Suite 502 I / Fleming Island, Florida 32003 PANEL 7f�/�CE PRE-WIRE 5OX BRACE ONLY)( L__J Office: (904) 264-6553 Fax: (904)269-2729 GF1 N PRE-WIRE& PRE-WIRE& Lot 33 BRACE ONLY 13KACE ONLY A A- SECURITY 0' I-Wantic each ME-WIRE r'NIH o QF1 Country Club TUB H SERVICE OUTLET FOP,AIC COMP. AIC COW,. Keleher Residence ELECTP,.ICAL FL/�N Electrical Plan ELECTRICAL LEGEND 1751 Atlantic Beach Drive Atlantic Beach, Fl. 32233 110 DUPLEX OUTLET CEILING MOUNTED LIGHT HALF-SWITCHED OUTLET Drawn By Sheet &F, GFI DUPLEX OUTLET pc FULL-CHAIN ARJ/1-P @ Wj,3FWEATHEP PROTECTED OUTLET Date= =@= CEILING OUTLET (> WALL MOUNTED LIGHT Scale 03-16-2015 E3 FLOOR OUTLET (0 RECESSEP LIGHT FIXTURE 1/411 = if-oti of 220 OUTLET Plan 8 Anastasia-A SPECIAL PURPOSE OUTLET SPOTLIGHT SWITCH -LT1 EXHAUST FAN W/ LIGHT I Written di 5ion5 Shall have,precedence over scaledjr­nen5iori5. 3-WAY SWITCH ED EXHAUST FAN contractors verify and be.rc5pon5ime,for dimensions and 4-WAY SWITCH conditions of the,joig. i FLUORESCENT DIMMER SWITCH K�M Northeast Florida Design,Inc. hore�y ro5prvc5 it5 common law FIXTURE copyrights and other copyrights in tho5e,plans,dc,5ion5 and ideas. TELEPHONE These plans,de5jen5 and ideas are not to be copied or changed in any <1 CARRIAGE LIGHT manner or form whatsoever,nor are they to beq55ignpd to any third CAbLE TY A party without fir5t obtaining the expre.55v/rittpn porrnj55ion from 1)OU[3LE FLOOD LIGHT NortheastFlorida Design,Inc. PREWIKE & 13FACE CEILING FAN WITH LIGHT PANEL SOX SMOKE DETECTOR ==_ San dose Blvd Suite 702 Northeast Jacksonville, FL32223 Florida Design,Inc. -904.2603319 ;t DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQL IREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX NOTES 3,4 NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS 3 „ ST-2......................FOUNDATION PLAN OSB OR PLYWOOD PANEL EDGES REQUIRED TO LAP BOTTOM PLATE 1a'AND BOTTOM DTT2Z (8)/4 x 1 /"SDS SCREWS IN STUD O ALL WALLS MEMBER OF TOP PLATE. EDGE NAILING SHALL HAVE a'EDGE DISTANCE FROM EDGE OF (NOTES 2,3) %"!LQ x 4%2"EMBED EPDXY OR SCREW ANCHOR CS18/CS18 (9)10d COMMON EACH END OF STRAP ST-3......................1 ST LEVEL STRUCTURAL FRAMING PLAN Building Code 2010 Florida Building and Residential Codes O Z ST-3A....................1ST LEVEL ROOF FRAMING PLAN PANEL. Code for Design Loads w = HTT4 18 0.162"x 2%"IN STUD/BEAM/TRUSS, ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) C'7 �-- Q FLEXIBLE VENEER& MIN�/s"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d 5 „ ( ) °s' MTS12/MTS12 (7) 10d x 1 %2'EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) O ANSI/ASCE 7-10 X w BRICK VENEER COMMON: 6"O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD. 2x4 BLOCKI G IS REQUIRED (NOTES 2,3) / O x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) , w • ST-5.......................TYPICAL WALL SECTION SHEET CV ROOF LOADING'...............................................C - 1.25 Q (NOTE 8) AT UNSUPPORTED PANEL EDGES. ST-6......................SECTIONS AND DETAILS co Cd- U HTT5 (26)0.162"x 2/ IN STUD/BEAM/TRUSS, SECTIONS AND DETAILS IF APPLICABLE TOP CHORD LIVE LOAD..................................20 PSF n Q BRITTLE VENEER MIN 7/s'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d s MS24/MSTA24 (9) 10d COMMON EACH END ST-7.......... ( ) TOP CHORD DEAD LOAD................................7 PSF (EXCLUDING BRICK VENEER) COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2x4 BLOCKI G IS REQUIRED (NOTES 2,3) /"O x 6"EMBED ANCHORIN CONCRETE(NOTE 1)) BOTTOM CHORD LIVE LOAD (NOTE 6) AT UNSUPPORTED PANEL EDGES. LEGEND O LL ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) HDQ8-SDS3 (20)SDS/"x 3" SCREWS IN STUD GROUP /a DIA.x12"EMBED ANCHOR IN CONCRETE MS36/MSTA36 (13 10d COMMON EACH END Un ATTICS WITHOUT STORAGE....................... 10 PSF Y O N TILE ROOF MIN 15/32'32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSI N ) UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL 0 z PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4 O.C.ATP NEL EDGES AND EOR ENGINEER OF RECORD ® C (NON-CONCURRENT) w - r (NOTE 7) N BOTTOM CHORD DEAD LOAD...... 0 = co 8"O.C. IN THE FIELD (38) 16d SINKERS INTO STUDS 4 11 10d x 1 %2'IN TRUSS/RAFTER EW EACH WAY OR .................5 PSF F ( ) 0 Lu w STHD14 WET EMBED HTS20/HTS20 OSB ORIENTED STRAND BOARD to f- MIN /s"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH ( ) _' 11 10d x 1 / IN TOP PLATE AND/OR STUD � _ O = z SHINGLE ROOF LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING ( ) WSP WOOD STRUCTURAL PANEL WIND LOADING.................................................Cd=1.60 w U) SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. LTT20B (10) 10d x 1 %"IN STUDS (5)8d x 1 %"IN TRUSS SYP SOUTHERN YELLOW PINE 0 ASCE 7-10, 3S GUST........................................130 MPH ( ) %"x 6"EMBED EPDXY OR SCREW ANCHOR HA4/H2.5T „ SPF SPRUCE-PINE-FUR BASIC WIND SPEED /2 T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES 12"O.C. IN THE NOTE 2 5 8d x 1 / IN TOP PLATE N 'E FLOOR DECK SHEATHING: 23 " ( ) NOTE 5 CONT CONTINUOUS E EXPOSURE CATEGORY.................................. C ( ) FIELD. O.C. ON CENTER N N BUILDING CATEGORY..................................... II 3 ABU44 (12) 16d COMMON&5/"x 7"DRILL&EPDXY (5) 10d x 1 /2'IN TRUSS CNI _ MIN /8 OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SU PORTS W/Sd HA8/H8 (5)10d x 1 %2'IN PLATE LSL 1.55E TIMBERSTRAND LSL;ENGINEERED LUMBER, 1 3/4"WIDE, UNO. M LL ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. (3 1/2"WIDE LSL BEAMS.ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) INTERNAL PRESSURE COEFF........................ 0.18 (9)10d x 1 /2 IN STUD LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3!4"WIDE Ll CV C&C DESIGN PRESSURES.................. MIN /g"OSB OR PLYWOOD W/8d COMMON: 3"O.C.AT PANEL EDGES, O.C. IN THE ABU66 TSP PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2"WIDE, UNO. - Q .,.......... (SEE TABLE 1) SHEARWALL(SW) SHEATHING: � �� (12)16d COMMON& 5/"x 7"DRILL&EPDXY � ' (NOTE 8) FIELD. (12"EMBED AT GARAGE DOOR RETURNS) L1J (6)10d x 1 /2'IN PLATE QTA QUICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORS J LO FLOOR LOADING.... . NOTES: QTB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS .....Cd=1.00 HU48, HUC48, (14)16d COMMON IN HEADER J TOP CHORD LIVE LOAD..................................40 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/32 CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAI S IN LIEU OF 8d RING HU28-2, HUC28-2 (6) 10d COMMON IN BEAM SPH4/SPH6 (12) 10d x 1 %"IN STUD QTG QUICKTIE GREEN,SEE TABLE 6:UPLIFT ANCHORS > TOP CHORD DEAD LOAD................................10 PSF SHANK NAILS. (0.148"x3"LONG). QTO QUICKTIE ORANGE,SEE TABLE 6:UPLIFT ANCHORS Z BOTTOM CHORD LIVE LOAD..........................0 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU410, HUC410, (18)16d COMMON IN HEADER 0 W BOTTOM CHORD DEAD LOAD........................5 PSF 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HU210-2, (10)10d COMMON IN BEAM DSP (6) 10d COMMON IN TOP PLATE INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND UPPLEMENTS OF HUC210-2 (8)10d COMMON IN STUD/HEADER OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS V -� U) THE APA. 4 SDS%4"x 1 %" SCREWS IN TRUSS/RAFTER 1 QGT INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM ry SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 O (18)10d x 1/'IN TRUSS W/QUICK TIE UPLIFT ANCHOR TOP CHORD LIVE LOAD................................ ..60 PSF 5. FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AN TO AVOID HGA10KT (4)SDS%4'x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN BOTTOM PLATE ANCHORAGE IS 3/"ANCHOR @ 48"O.C. (UNO ON FRAMING PLAN OR SW SQUEEKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. SPECIFICATIONS) TOP CHORD DEAD LOAD................................ 10 PSF N 6. BLOCKING AT PANEL EDGES IS AN APA RECOMMENDATION PER TECHNICAL BULLETIN Q370(STUCCO). 26 16d SINKER IN WALL FRAMING BOTTOM CHORD LIVE LOAD...........................0 PSF ( ) QGT2 (30) 16d x 1%"IN TRUSS W/QUICK TIE UPLIFT ANCHOR 7. 15/2'PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIO S.SHOULD LGT3 12 SDS%"x 2 Y2"IN TRUSS NOTE 2 STRUCTURAL WOOD BEAM d BOTTOM CHORD DEAD LOAD........................5PSF ( ) ( ) TO SLAB AS SPECIFIED ON PLAN MAXIMUM FLOOR TRUSS SPACING...............16"O.C. WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/2'APA RATED OSB OR EQUAL MAY BE USED TOS PPORT TILE ROOF. I J J -� 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES W/ NOTES: WALL STUDS FRAMED AT MAX 16"O.C. FOR WALL STUDS FRAMED AT 24"O.C.,2x4 BLOCKING IS REQUIRED AT JNSUPPORTED 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. FOUNDATION KEYNOTE CALLOUT O DEFLECTION CRITERIA PANEL EDGES, BLOCKED WALL FIELD NAILING IS PERMITTED TO BE 12"O.C. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. CDCI ROOF TRUSSES.............................................. LL/240 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): TL/180 • QTB=DTT2Z, LTT20B STUD COLUMN KEYNOTE CALLOUT TL MAX 1"UP TO /'+ • QTG=HTT4 40'SPAN TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING IN .C. QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) ---- NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS 0 4. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED TO MATCH WALL FRAMING SIZE AND GRADE, UNO. U OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 NOTES 1,2 ALTERNATES. REFER TO QUICK TIE CATALOG FOR,ADDITIONAL INSTALLATION INSTRUCTIONS. 2 STUDS w U) Y TL/240 BRITTLE FINISH-L/240 FLEXIBLE FINISH-1-1120 5. IF CONNECTOR IS NOT LISTEL)ABOVE, CONTACT EOR FOR SPECIFIC;FASTENING REQUIREMENTS. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN Q TL MAX 3/4' BEARING CONDITION WALL HEIGHT WALL HEIGHT 6. POSITIVE PLACEMENT GUN NAILS,2 %2'LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST DTT2Z r BOTTOM OF STUD COLUMN CONNECTION a WOOD I JOISTS............................................... LL/480 &STUD TYPE AND MSTA FLAT STRAPS. 1 g FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT BASE ANCHORS, CS16, •1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN O TL/240 TABLE 8: SPECIFIED SH EARWALLS ? OR QT-REQUIRED FROM TOP PLATE TO SLAB. TL MAX%" 2x4 SPF STUD - -- - - -- -- -- -- -- -- F •2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL - NOTES 1,2,3,4 COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM 0 2x4 NO.2 SPF -__ - - - -- -- - -- -- - i. 2ND LEVEL TOP PLATE TO SLAB. LL co OR QT-REQUIRED FROM END STUDS TO TOP PLATE CONNECTION 0 (2)2x4 NO.2 SPF,2x5 NO.2 SPF HEADER STRAPPING KEYNOTE CALLOUT LO o_ 2x6 SPF STUD,2x6 NO.2 SPF A An SWI,SW2,SW3,SW4 QTB/QTO NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD ti W W Z 10 TABLE 1 : COMPONENT AND 2x4 SPF STUD -- - -- -- -- -- -- -- -- -- a n ❑ a z N z - III 2 TO MAYBE SUBSTITUTED W O STA24/MS2 O ) 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD Q p N w 1❑- <L W 0 1 CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS CLADDING DESIGN PRESSURES Q 2x4N0.2SPF -- -- -- -- -- -- -- - -- QTB/Q SU / 2 M 4, 2 H8,OR(2 d- U.0 I z LL � � III pgp 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION t0 � ❑ ❑a' � H Z 0 rn D W U Ul � p (2)2x4 N0.2 SPF,2x5 N0.2 SPF ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION,SHEET ST-5. •1ST LEVEL STUD GROUP'.HOLDDOWN REQUIRED AT BASE OF STUD GROUP ti w - Z Q � a � zomQ � Q � wo 24 24 24 24 24 24 24 24 24 24 III (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) •2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD O W � w w ❑ N w W 0 L3 N 4 LL 2x6 SPF STUD,2x6 N0.2 SPF \ GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. Z ❑ W 0 W w w W N - p WINDOWS AND DOORS EFFECTIVE ZONE DESIGNATION NOTES: III m M H M F 0 } w Z p WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOT D OTHERWISE III (2)ADDITIONAL WALL STUDS REQ.FOR QTO NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP Z m ❑ a } W w H N N m 0 Z t] ON PLAN. II END STUD GROUPS LU QaF, QONIWWNONUm 0-20 ft2 +24.61 -26.70 +24.61 -32.95 2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. SW TYPE NUMBER OF STUDS _ w H Z QIFNjMM1- I- MZWQ (,- 3. WALLS DESIGNED AS UN-BLOCKED. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL DGES. III HEADER FRAMING KEYNOTE CALLOUT L- F- 0 Q 0 EL a -3 0 21 -50 ft2 +23.42 -25.51 +23.42 -30.58 BLOCKING AT HORIZONTAL PANEL EDGES IS RECOMMENDED FOR STUCCO VENEER,SEE'TABLE 2. \, �,/�/- SW1, SW2, SW3 2 Q Z F Z W � Z �` X ❑ V V f1- III (2)2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING D 0 I W a I m 0 w J 0 a -.,.- 51 -100 ft2 +22.01 -24.09 +22.01 -27.74 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENER!"E', N " SW4 3 NUMBER OF JACK STUDS EACH SIDE OF OPENING m 0 Q Q 0 w 0 w W 0 N 0 Q I w \ III 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP Z Z X W _ D I 0 Z t - Q f- W (p _ Mrj 101 -200 ft2 +20.91 -23.00 +20.91 -25.56 NOTES 1,2, 3,4 , ��NGTH SIZE EOS ER(ALL HEADER TO BE NO.2 SYP LJ.I w ❑ W X Q W Q M (` Z PRESSURE TREATED LUMBER III REQUIREMENT. W w Z W I I- o . DIAMETER _ DESIGNATED AS LSL, LVL, PSL,OR WSP) z w Q a F Z N w w VINYL SOFFIT MAX PRESSURE(psf) +24.61 -32.95 _ - III END STUDS CONNECTION(NOTES 5,6,7) - - _ I >. w Q 0 Z Z m U 0 0 H w Z Sd COMMON },-0.131 2%2' I I NUMBER OF PLIES IN HEADER 0 0 0 Z 0 - a ❑ _ Z Q I 0 GARAGE DOOR PRESSURE SEE FRAMING PLAN 3 PRESERVATIVE FASTE ER TYPE I III ". SW TYPE 1ST LEVEL 2ND LEVEL STRAPPING "` V Z W W 0 Q m z N Q Z 3 F Q 8d IN 0.113" 2-�" ACZA STANDARD ARBON STEEL III III HOLD DOWN (IF QT-NOT APPLICABLE) n LU Z w 0 U) W a I- r 10d z 1-/z 0.148" 1 L W _ ❑ O W O H I [] - I I I SW1 QTB OR MS36/CS16/MSTA36 FRAMING NOTES Q I Q Z >. z I Q [] w _ ❑ Q 10d 0.131" ""3" SODIUM BORATE(NOTE 1) STAINLESS CONNECTORS AND I I SW2 QTG OR HTT4 (2)MS36/CS16/MSTA36 ❑ Z U Q F U 0 I O w w Z a 10d COMMON 0.148" 3" FASTENERS REQUIRED. ( III SW3 QTO OR HTT5 (3)MS36/CS16/MSTA36 1. POWERS AC100 TEAL,GOLD OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE p w • Q P F- • I 0 0 J ' ANCHORING. QUICK TIE CONNECTOR OR THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A 0 E- ? 3 N a to a ❑t�1 H ? v v 12d COMMON 0.148" 3%" CONNECTO MUST HAVE III III SW4 HDQ8 (4)MS36/CS16/MSTA36 HOLE%s"GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL THE HOLE IN THE CONCRETE J 16d SINKER 0.148" 3-1/4" ALL OTHER PT (NOTE 2) Z-MAX,G120 OR TRIPLE ZINC I AND WOOD BOTTOM PLATE. MANUFACTUREr'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER LL. COATED FINISH. INSTALLATION. i Z SHEET NO.: 1 (INCLUDING ACQ& MCQ) BOTTOM PLATE ANCHOR SPACING(NOTE 7) 16d COMMON 0.162" 3-/" ALL FASTENERS MUST BE HOT 2. ALL`LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, LINO. ALL WATERPROOFING AND 0 ST-1 NOTES: DIPPED GALVANIZED. s SW TYPE MAX ANCHOR SPACING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: " 3 „ 1 „ DETAILED BY OTHER. SW1,SW2 / DIA.@ 24"O.C. OR/ DIA. @ 24"O.C. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1: SILL PLATES W/SODIUM BORATE TREA MENTS BEARING ON 3 1 . O STRUCTURAL SW3 /a"DIA. @ 16"O.C. OR/' DIA. @ 24"O.C. LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY , F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AN HAVE BEEN PROVEN SW4 3/a"DIA.@ 12"O.C. OR Y2"DIA.@ 16"O.C. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. d SPECIFICATIONS BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. 5. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 G LVANIZED NOTES: FOUNDATION WITH LIKE STUD PLIES. 0 JOB NO.: A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAYBE USED IN CONTA T WITH PRESSURE 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE 6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C. RS 1094 SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL, HOWEVER THIS A PLICATION MUST BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF STAGGERED. QQ WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3, OR SWB ON THE PLAN. 7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOENAILS OR(2)16d COMMON END NAILS. _ 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE ARRIER BETWEEN � SUBDIVISION: SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MAT RIAL. 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. 8. FASTEN ALL TRUSSES AND RAFTERS TO TOPPLATES WITH(3)8d TOE NAILS. 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 9. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR 0 Atlantic Beach EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. TABLE 6: QUICK TIE CONNECTORS 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. LL Country Club 5. 2ND LEVEL SW'S-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: Q NOTES 1,2,3,4,5 • HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. LOT NO.: CONCRETE/ MIN. EDGE DISANCE • 2ND LEVEL END STUDS TO MATCHING 1 STLEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO,SLAB WITHHOLD HEADER FRAMING Z 33 SYMBOL DESCRIPTION MASONRY TENSION CAPACITY DOWN. - EMBEDMENT MONOLITHIC SLAB CMU 6. DESIGNATED SWS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. 1. ALL HEADER JACK AND KING STUS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON @ 8 >- A ONE STORY QTA(QUICK TIE AQUA) 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON. SCREW IN O.C. STAGGERED. Ur FLOOR PLAN: WIRE ROPE-8"STEEL STUD 23/4'/23/4' 910 LB. 1 3/" 2/4" ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: � Anastasia-A • SHEATHING TO MATCH SPECIFICATION F,OR EXTERIOR WALLS, SEE TABLE 2. J TWO STORY 2"x 2"x%"WASHER @TOP PLT • ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d 0 QTB(QUICKTIE BLUE) ,, DESIGNED: © ONE STORY CONCRETE AND FOUNDATION NOTES coMMON@3"D.C. z 4.5 FT 16"WIRE ROPE-3"STEEL STUD 4"/4" 1,527 LB. 1 3/" 2%" . EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING = 1ST FLOOR TypF7 END ZONE 1 1 , 1 , 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). W DAD/J E F ( ) DESIGNATION © TWO STORY 2/4'x 2/4'x/8'WASHER @ TOP PLT MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). © QTG(QUICKTIE GREEN) 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END I- REVIEWED: ONE STORY 1 3 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 3. TOP PLATE TO HEADER CONNECTION PER ONE OE THE FOLLOWING(NO CONNECTION REQUIRED FOR x ❑ 4"WIRE ROPE Z'STEEL STUD 411/411 2,839 LB. 2/4' 2 /" . OPENINGS 3 FT OR LESS OR AT FIRST FLOOR,HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE G TWO STORY 3"x 3"x 3/s'WASHER @TOP PLT 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. 1 ) Lu DBM 6. MASONRY STEMWALL AND MONOLITHIC FOOTIN9 ARE INTERCHANGEABLE. • HTS16 W/(10) 10d x 1-/ @ 16"O.C. d O QTO(QUICK TIE ORANGE) . MIN 18 GA.COIL STRAP WRAPPED OVER TOP PLT W/MIN 5 1,0d x 1%"INTO EACH SIDE OF HEADER OR Q REVISIONS DATE ONE STORY 7, EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH _ 16"WIRE ROPE-8'STEEL STUD 6"/6" 4,455 LB. 3" 3" FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF FASTEN TRUSS DIRECTLY TO HEADER W/MTS OR HTS W/(14)10d x 1-%"(OR EQUAL APPROVED BY EOR). TWO STORY 3"x 3"x 3/s'WASHER @ TOP PLT MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 4. FASTEN ALL HEADERS TO KING STUDS WITH,(3) 8d TOE NAILS PER SIDE. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND 5. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD, NOTES: SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. m 1. POWERS AC100 TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF 0 2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. THIS CONDITION EXISTS. W 3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. EFER TO 10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN T E SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR ' Z TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. ALTERNATIVE METHODS. L': OPENINGS > 6' > OPENINGS IN 2x4 STUD WALLS GREATER THAN 6'REQUIRE A(2)2x4 NO.2 SPF PLANK ORIENTED 4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE"FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM (2X4 WALLS PLATE DIRECTLY ABOVEAND BELOW THE OPENING W/(6)12d COMMON TOE-NAILS AT EACH END, 0 • EXTERIOR 2x4 WALLS: ARCHITECTURAL PLANS OR FRAMING PLAN IF:FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, -QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS OR S EATHING CONTACT THE ENGINEER OF RECORD. OPENINGS > 8� OPENINGS IN 2x6 STUD WALLS GREATER THAN 8' REQUIRE A(2)2x6 NO.2 SPF PLANK ORIENTED SPLICES, NO ADDITIONAL STUDS ARE REQUIRED) -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS). (2X6 WALLS) PLATE DIRECTLY ABOVE'AND BELOW THE OPENING W/(8)12d COMMON TOE-NAILS AT EACH END. Q • EXTERIOR 2x6 WALLS: PRE-ENGINEERED TRUSSES & I-JOISTS z -NO ADDITIONAL STUDS REQUIRED AT QTB/QTG LOCATIONS. 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS,IN ADDITION TO STANDARD WALL FRAMING STUDS) SUPERVISION OF A REGISTERED FLORIDA PROFESSLONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH 0 5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CA LE ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET STA OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. I- PEX 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING r VROM CONVENTION OF THE LAYOUT SHOWN HERE. $ Ll- , 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL Q WITH THE TRUSS SHOP DRAWINGS. z " ,k 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT - `®gyp RAL RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,.THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. v � . � NG 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. �w .A E j°o�• 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOORPLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR 0 FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. .. 00 LU �'' `• Sid Q tEkeq lf6%hurray, P.E. T ENGINEERING P.E. No.71457 04-01-2015 I 6,. 4"CONCRETE SLAB W/ 4' CONCRETE SLAB NO 4 OR NO 5 @18"O.C. GENERAL FOUNDATION NOTES 6x6 W1.4 x W1.4 WWF OR W/6x6 W1.4 x W1.4 W/9"BEND @ BOTTOM DRIVEWAY SLAB OR A 4"CONCRETE SLAB W( 0'-0"A.F.F. 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE FIBERMESH a SLAB W/THICKENED WWF OR FIBERMESH � PAVERS, SEE ARCH 6x6 W1.4 x W1.4 WWF (BEYOND) U-BLOCK W/ A MINIMUM BEARING CAPACITY OF 2,000 psf�IN ACCORDANCE WITH FRC 2010 VARIES EDGE PER PLAN OR FIBER MESH 1 #5 CONT TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE o° 8"MIN 8"CMU CHAIR BLOCK W/ 4"FLOATING CONCRETE Lu ( ) - T 8"MIN - - - ° - 1)#5 CONT. SLAB W/6x6 W1.4xW1.4 SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED �. ° '' 28"MAX TOP OF SLAB ( ¢ PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S 00 \\ \\ \\ \\ \\ \\ ° 28"MAX / � R B > - RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. ° ; WWF O FI ERMESH \ \/\/\/\/\ \\ \\ • \/\\/\\ cn - - - ,. z 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT \ 12 MIN%\/\\/\\/\\/\� /\//\// / //\//\//\// /\ /\ I z ,;.•a ' g w FINISH SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL VAPOR BARRIER // o.. ti/ 12"MINS \ \\ \\ \\ \\ / // i/ '/ // // // //\ \/\ \/\/\/\/\/ r\\i\ i \\ 0 v� GRADE / / / //////� �\ l/\ \\i\\\/\\\\\\\\\\\\\ /\\/\\/\ \\/\\/\\/\\/� /////// / (f) FOUNDATION WORK MAY BE REQUIRED. \\\\\ VAPOR BARRIER /// r //%//i///�// \//\//\/f \ \//\//\//\//� VAPOR BARRIER ��\\� 1 w Ln \ \\/\\/\\/\\/\\/\\\\\ `; \\\\\\\\\ p \\ \\\\\\ 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN (`� // \ \\/\\/\ \\ \\/\\/\\/\ // / //j//\//\//\//\// / // // // //�Ur / // // ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL O / /�M PLANS FOR LOCATION OF SLIDING GLASS DOORS. N r\ � \ \ \ \ \ \ \ \ \ / / /\ \ \ \ \ \ \ FOOTING TO BEAR ON \ �\ / 6"OPT. EXTENSION IN BRICK \/\/\/ /\/ \/\/\ _' / / \ r� :• �/�/�/ N 6' OPT. EXTENSION IN BRICK / / / / / / / / \ / / / / / / 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN \\/\\/\\ \/\\/\\ 00 STEMWALL BEYOND AND #4 OR#5 VERT REINFORCING / I //\//\// % #4 OR#5 VERT \ /\\/\\/\\/� i\ SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. LOCATIONS ON FND PLAN %\//\//\/ /\/\/ // UP TO 3 COURSES: 72"O.0 \/\ /\/\ // // //. /i // O J /\/\ / /\/\\ CONCRETE FTG,SEE PLAN \\ \\ \\ REINFORCING @ I \ \\ \\ 12"UNDER 1 STORY WALL /\\/\\ /\\/\ 4 TO 5 COURSES: 48"O.C. /// / /1// , MAX 72"O.C. / o O V- 12"UNDER 1 STORY WALL WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 //\//\ /\//\// \\ �\ i N WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 BAR IN BRICK LEDGE j\\ \\ "' \\ \\ j// °. I . r//� CONTROL JOINT (CJ) NOTES. BAR IN BRICK LEDGE / // • // / \\ l_ _ -_- \ \ L_ _ -_° . 16"UNDER 2 STORY WALL /\/\ /\� .o o a \\ �� 1 16"UNDER 2 STORY WALL WITH(3)#4 OR(2)#5 CONT /\\/\\ \\/\ //�\/ o _ 1. TIMING N (6 WITH(3)#4 OR(2)#5 CONT // //\/ // // \ i� • CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE N GARAGE EXT WALL CURB SECTION C� GARAGE ENTRY CMU STEMWALL SECTION \\�/ /\\ \\� ADDITIONAL#4 OR#5 IN FOOTING TO BEAR ON FIRM ADDITIONAL#4 OR#5 CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING O MONOLITHIC FOOTING SECTION 5 V 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FOOTING TO BEAR ON FIRM //� / BRICK LEDGE UNDISTURBED SOIL O 1 UNDISTURBED SOIL IN BRICK LEDGE THE COURSE AGGREGATE FROM THE CUT, MAKE THE CUT. FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 • CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE I IF GROUND ADJACENT TO FTG SLOPES DOWN COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 4"OPT BRICK LEDGE VERT REINFORCEMENT TO ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. (V •E AND AWAY FROM STRUCTURE STEEPER THAN VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE 4"CONCRETE SLAB W/ MAY BE OBTAINED FROM THE ENGINEER OF RECORD. NOTED ON FND PLAN HAVE 6"BEND @BOTTOM 2. DEPTH N N 1'-0"VERTICALLY PER 3'-0"HORIZONTALLY, TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN _ CONTRACTOR HAS TWO CHOICES: 6x6 W1.4 x W1.4 WWF OR 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY i „ M LJ.. FIBERMESH ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. CAST-IN-PLACE FOOTING SPECS CAST-IN-PLACE FOOTING SPECS THE CUT SHOULD BEAT LEAST 1"DEEP, BUT NOT MORE THAN 1 /4 DEEP. 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE 0'-0"A.F.F. 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT " OF EOR TO PREVENT EROSION OF SOIL. 1 STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT; 3. SEALING LCL• N • SEE ARCH. 4"CONCRETE SLAB W! � 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT 2. USE STEMWALL FOOTING ----a--:-:,-- DWG 2-STORY: 10"x 20' W/(3)#4 OR(2)#5 CONT THE CUTS SHOULD BE SEALED WITH ASEMI-RIGID EPDXY OR ACRYLIC u j O W a x W1.4 WWF OR Ln .4 °, i 6x6 W1.4 FIBERMESH (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF /\/�\\ \ • ° 0'-0"A.F.F. ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. CMU STEMWALL SECTION �' W OR FIBERMESH \\//�\ \ •' //\ �� 4 DWGS. H. 2 cnnu STEMWALL 7 FOUNDATION KEYNOTES: z ° GS. 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK U) a_. \//� ° �.'° ' ` --_---4�- DW FILLING BEHINDA STEM WALL, PARTICULARLY WHEN IT IS OVER4 FILLING BEHIND A STEM WALL PARTICULARLY WHEN IT IS OVER 4 � --,a --a------- --o------ -------- COURSES HIGH. SHOULD THIS CONDITION EXIST,RECOMMENDATIONS 8"x8"DEEP THICKENED EDGE 8"MIN COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS Y 4 ° \\\ C/) //\/\ MAY BE OBTAINED FROM THE ENGINEER OF RECORD. MAY BE OBTAINED FROM THE ENGINEER OF RECORD. W/(1)#4 CONT (� \,\\/\\/\\/\ \ ° . ° \\ \r\\i\\ VAPOR BARRIER 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY \�\\\ ' . a •, � 12"UNDER 1 STORY WALL ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. �Q WITH (2)#4 OR(2)#5 CONT 8"x8"THICKENED 8" ANCHORS MUST BE,IISED IN STEMWALL FOUNDATIONS. 12"DEEP FTG W/#4 @ 12" L / FTG AT STEP-DOWN, O VAPOR BARRIER a N B FTG TO BE PROJECTED MIN 16" VAPOR BARRIER 16"UNDER 2 STORY WALL SEE PLAN 6"LARGER THAN BOX W � WITH(3)#4 OR(2)#5 CONT COLUMN ON ALL SIDES H O BEARING CURB STEP SECTION CURB ST P SECTION ' 16"SQx12"DEEP FTG W/ U) d- BEARING WALL FOOTING SECTION 6 4 94'-9.. 24"SQx20"DEEP FTG W/ D (3)#4 EW 11'-4" 47'-5" 36'-0" E 30"SQx20"DEEP FTG W/ Y A (4)#4 EW Q a 4.0„ T-42.. 4'_72. 32'-101" 2'-61'' 2 2 8'-0" 4'-7" 23'-5" 36"SQx20"DEEP FTG W/ O A (4)#4 EW 48"SQx24"DEEP FTG W/ (5)#4 EW,T&B LID - - - - - - - Z 1 p � - - - - - - -� IN - I o Q � rnw owtL ¢ z EXTENT OF I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - �\- - - - - - �� 't rnooz Z woW PAVERS I I 2 \ 2 i i Www ZQm � U ] WILL ILL 2 1, O wwM > oNwwo rn - o I I z oaw � Iw- MJ- D � W - o � I ; I Z � oa } ww � uwjm0z0 = a < mwlww I- - w I I;' I � z � = owjm0. 0l- � mozw � `` S EPS TO GRADE I I r D owwa = x � owjp ¢ W I � F ow0ZL, o0 . ;> T BE PROVIDED I I I m E9< M0 ZWwzm04fw P R BUILDER :. ZZ < xwoaF- O - = LLpZ /J I I ED w wwz �w4lw- oHp < Fww- m - a � ILL N ww I I fi z w ¢ wa - FzN I I / z � zz � � I- z ZID !} = } zao - - a Dw ¢ wo N DDwZwulwa0FflZZIF £;. I I I I w ww0amzW ] Q �. z3 � ¢ wzo � t9wt71- . Nz � W � � PAVERS BY I I I I p � � = z �. ' � Ozw0oP � � BUILDER I 2 I I . owZ � • Q �- -J � • = Zoe I I - p cul- _ 3N � U1 ¢ Opli- _ 0E3 N I I 6 2LO J I I I I LID STEPS TO GRA E T° V ILL Z SHEET NO.: I I I TO BE PROVIDED I I PER BUILDER ST-2 2,_0,. 9,_0„ 1._5., 91 0„ 2,_0„ FOUNDATION SIN I I \\ PLAN 71 - - - - - J O JOB NO.: - - - - - - - - - - - - - - - -� v RS1094 M I / N L - - - J a - - - - - - - - - - - = - - - - - - = - - � I SUBDIVISION: I / LV - - - - - _ _ - - - - - I I o Atlantic Beach 6 I 9 9 a Country Club 6 I I I I U LOT NO.: z 3 - � O FLOOR PLAN: - - - - - - I � Anastasia-A - - - - - - - - - - _ - I 7 I Z DESIGNED: PERSTEBUILDER PROVIDED M V DAD/JEF PER BUILDER � � 2 w REVIEWED: F_ I 1 I I LU DBM I 0'-2 I 1 I I N Q REVISIONS DATE I 21'-32.. 5'-0" 9'-9" I I 13'-1" 4'-10" 15'-32 2- " I 22'-10" I x I I I I I I I I a �- I I 3 I I 7 BO z 0 . I I M I I L - - - - - - - - I w oN I I � 2 I I uZi I I 6 0 �N 2 I I s I - - - - - 1 I I I O_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L - - - - - - - - - - - - - -- - - - - - - - J I F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PREX - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - - U_ �� � got% FORM & POUR REMAINDER 1 1 ��b i< STR 1 , P,,,L OF CURB W/(1)#5 3'-02.. 3.0� 17'42" } �, � ' CONTINUOUS&#4 VERT g @ 48" O.C. 58'-9" 12'-7" 23' 5" •.J < l 1417 1 w 94'-9" ` CO 1 /4" - 11011 w eft 11111 ,,,,.� FOUNDATION P LAN E - Q DereMurray, P.E. QT ENGINEERING P.E. No.71457 04-01-2015 1, , .,.-�__ ....� _. . - = ,•.,t. e,} FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN is 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. Cn 5 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: (� A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS O ., BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. N B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH fi FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. J 4. PORCH BEAM FRAMING NOTES N LL L A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. _ NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT CV O cu WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 11qP, ELEVATION. 3%2'MINIMUM BEARING REQUIRED IN WALL. PORCH Cl) BEAM TO STUDS W/MS24, HTS20,OR MSTA24. O 0) O B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. t PORCH BEAM TO TOP PLT W/MS24, MTS12,OR MSTA24. N .E : Cy C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. M PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAM. BEAM TO POST DOWN STUDS WI MS24, MTS12,OR LCL N MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. LLI O Ln x�) D. BEAM ATTACHED TO EXISTING FRAMING J 1 ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Z ■ 5. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED CnC/) AT THIS SECTION ONLY Y « U � 6. BLOCKING AND EDGE NAILING IS REQUIRED AT ALL HORIZONTAL AND Q 2 STUDS C9 U) VERTICAL SHEATHING PANEL EDGES -0 NOTE 4 QTA SUL210-2 4x4 N0.2 SYP PT 7. EXTERIOR WALL W/NO UPLIFT. N 4x4 N0.2 SYP PT POST, (3)TOTAL . PROVIDE%"f71 BOTTOM PLATE ANCHORS @ 48"O.C.&BESIDE d POST,(3)TOTAL - - - - - - ....... . ....._.. ._._....._.. ........ . ........._ _._.... ___ EACH KING GROUP W _ .. . ....._. _ __ O x12 3%2'x 9%a'LSL (2)2x4-1/2 O 2 2 0 2 2x4-1/2 0! WSP HDR-70/2 ■ r - -� PLANK HDR TO O JACK STUDS W/ V I: WSP HDR-0/2 (2)A35 (2)2x10 (2)2x8 . a WSP HDR-0/2 CD Z W O N N (.. Q (2)2x4-1/1 o ' (3)2x12-2/3 c (n LO W/(2)2x10 PLANK } W W Q . 0 13 ORIENTED HDR a n 0 z � a N I Q � Nw 0WLL. z It p tiYF- WD_ Lf) m00Z 1- ZVNOWUNm } ~ al- IL zpmQ � QjWO (2)2x4-1/1 O F- LL Ix > O - ❑ U f WW 0 W WWWLLNN - p Z a. La F- � Fp w U p ° a z wpm F- 0 (2)2x8 ! U) Zd ° Qt9N2WEnEO WWW PLANK HDR TO T W 4 F- F- w w N L3 W -- ,, Z W F- N 0 FI- F Z Z Q t� B rJACKSTUDSW1 (2)A3G2 G4G2 FZ � OW0ZWEL0 13 _. co ST-6 ST-6 ST-6 W w 2 W ° W o Q n STUB = p w 0 0 0 w (2)2x4-1/1 2 2x10 ......._. n m W z ( ) zZaXooFw- ON = pz - - - - - - - -- iG N G DOOR DESIGNW rx - 0 w F- Z F- W- -U'.. _ .... ........ _...... .... ......_ ......-_ OADRPSF)IG - AWIND LOIjD(PSF): - LLJ LL w W Z X Q w _ Q Z � WIN0 38/-23.23 - +20.38/;23.23 ( ..._ Z ww Q w a Z p IEl =- Z Ul W W_ Z Z -'. 2 2x6: ............ ....... __._ — _:. :: - Z U U' W- - P HDR-0/2 [7 [9 Z W rn a 0 Z Z 1 - O 2)2x12-1/3 - - (2)2x12-1/3 L_ - Z Z Q (' Z Q ❑ w a N Q 0 - _} ._j W WZO � � WOQNWQ � � v 0 ( m 2 STUDS u w I � ZZZI Uwe - pWQ � Q Q I Oo F- I �.H �10Zwp I- a _ M N zUQ E3 0I w zQ o � > J WSP HDR-0/2 --- QB DC7 > O � UF- � 3NaNQ0[9FF. TUU .. j • SHEET NO.: -- �_ `. 0 ***NOTE TO o — i (2)2x4-1/2 ST 3 THERE ARE NO ALTERNATIVES TO ~ STRUCTURAL THE SPECIFIED GARAGE RETURN ...... _._ FRAMING PLAN _._ CONSTRUCTION. � ! \ '--r JOB NO.: \// ' 3 RS 1094 : a WSP HDR 0/2 .. ....... ........._ _... _.._ .. .--. M Q WSP HDR-0/2 - �..... _.._ _.._.__... 0. 1 , SUBDIVISION: 3 j o Atlantic Beach WSP HDR 0/2 COUntI�/ Club _ .. w WSP HDR-0/2 L -! O LOT NO.: zt Q % Z r. M w Z h- / (A z FLOOR PLAN: _ A 0 --: _.... s _ WSP HDR-0/2 Anastasia -A : : \.\^. / DESIGNED: : : . Z 00 1' DAD/J E F M I Y{ CO z 'r (2)2x6-1/2 (2)2x4-1/2= - --- REVIEWED: (n NOTE 1 ' a I ! (2)2x4-1/1 .......... ........................................... .. . (2)2x4-1/2 (2)2x4 1/2 (2)2x4 1/2 O w DBM 0 ._._._.._-... -- ....................................... _..._..... _ - ....._._. _ ......... ....... ._ .. . .. .. ------._..._.. .......-_ - _.. .-_. .. ._._._ 2 STUDS Q ..-. .._._._ ._. ......... ........ - .. ..... __.. `�Y...- ). REVISIONS DATE 2 STUDS c7 2 STUDS C7 QTB p QTB o QTB p 2 STUpS C7 � QTBLU Q ` Z W PEXE- `` U U- U) ST UCT AL NG No 1457 x FIRST LEVEL STRUCTURAL FRAMING PLAN 1 /4" = 11011 X� , v. s,�A ENGINEERING04-01-2015 y4 1_ I S - ROOF FRAMING KEYNOTES ', NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN =;t 1. PRE-MAUNFACTURED SHEAR PANEL . ?1 • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. 2. TYPICAL BEARING BLOCK Cn • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH M DIMENSION OF TRUSS MEMBER. O f • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS N BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C. STAGGERED. C10{ 3. LEDGER FRAMING NOTES: O J • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT O L- ' EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX N 24"O.C.SPACING) LO C •ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED N M W LOCATIONS ON PLAN GO ® — • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER 4O N PROTECTION AGAINST CORROSION O �11 • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK , LEDGERS SHALL BE SECURE TO WALL FRAMING WITH It . WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT N E FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. N N I It M � i I .................. ROOF FRAMING LEDGER: Ja) ....... . ._. ..... ....._. ......... ......... ..__.. �i . ..... . .. _..... ...._.......... ._......_ ...._..._ ...__ .......... ........ .... U- 2x8....................(6)12d COMMON ---- €k €Y�__—___.. _—..... ... .... .__.a.—.-. .. ..... _.. _...id k __..... _......_. �.,. ....____ ...- _........ _.......... ................._..._. _ ks0 a �kdc0 d€ k _€a�Z.a�.�.. _... .. ..... _.... ..: 2x10..................(8)12d COMMON J LID ------ ----- -- -------. .._..........................._...._.. . ......... .. .._... . ......... .. .. ... _._. 2x12..................(10)12d COMMON J I , <. < < < < �0 v- r�1 c' N ,� FLOOR FRAMING LEDGER(W/NAILS): - ) C C ` O ■ �iC "" t PT 2x6................(3)16d COMMON (n s+:, ....:-.....: :: ....._... .... .. .... .._.._ —— --- — — kkj �. ....-.... _ ................(5)16d COMMON . : ........ > _ .... .. -.,.. ....... -- - j r y:. ..}- .-.- .>i .......--' .. ._....>.... _. _ _ ... . ... ...... .—.}. .. . ._... ... .._. ....--_..... -...__.. .... .. it f €i i• ............ i'i .. t .....'... norC/) . I 3r PT 2x12..............(9)16d COMMON U . i \ ( ) HTS20 / Q : . : \\�� i ;I II FLOOR FRAMING LEDGER DGER W /SCREWS : , f ( ) I / N ui PT 2x .. ............ :i I : 6 3 /a'x 4-Y2"LONG#14 WOOD SCREWS I or I: ;If .R nor ( )1 f. , .f oa) 5)loft X 4 i ff LO :I NG#14 WOOD SCREWS 't m _>, „ „ „ PT 2x$0..............(7)/a X 4/ LONG#14 WOOD SCREWS ii / W ;i x — :I 2 12..............(9)%a"X 4-%"LONG#14 WOOD SCREWS F- :. :i I PT : nor nor O : 1 it i :, \: I 4. ■ . : OVERFRAMING NOTES ALL RAFTERS TO BE MIN.2x6 N0.2 P SY 24"O.C.MAX. nor 5- i. i \. Or @ w d. : • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 N0.2 SYP MIN. ,;. -t- ___ __ _ _ _ _ __ _ • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d : ... : : . .._. I r- % COMMONS MIN U is i ,IvorEACH RAFTER TO SLEEPER"W/SIMPSON H3 UPLIFT i j I CONNECTOR. Y is 'I • ALL RIDGE BOARDS TO BE 2x8 N0.2 SYP MIN. j • FA STEN 2x6 .2 NO SYP COLLA R TIES FR OM RAFTER TO a ' jr m' ( j' N RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. .� . ... gq'_�_ O :------------ --- : ,� ..:, ... ... ......... - .__;;- . .. .... .... kY k RAFTER SPAN SCHEDULE k i; i. m OC . DUCE . . :I r PACING LUMBER SIZE s : Cil . , ; I , S � i 2x6 x 2 8 x1 2 0 2x12 } {� : 16 14' 5" 18'3 21'8" 25'6" d U Q . : 12-6 15-10 18-9 22 1 U) li i - Q I ; i 2x6x6'LONG NO.2 SYP SLABBED _ ° w U. Q Z : f, ° i 24" RAFTER TA L PER TY AL "I 0 I U �[ F- p w 0 j I S PIC WALL Z J i i :; -- - - - - : : ' M:.. ! o, nor 10'2" 1211 15'4" 18'0" m ❑ ❑ _ FZUNp °wUm � HTS20 v SECTION,SHEET ST-5 r, J w ❑ J 20 L.L./15 D.L.#2 SYP II I ; � W W � pmlQ- � U ] � OW : i . : !i _ -............. --.......... ......... ...................................................... ..._... ......... � � p ❑ I �; D WWJ - p -..... - ...... I = - .. _ CEILING JOIST SPAN SCHEDULE Z O a w p a nor r , i I nor ai I' . I ( Y N O.C. cn poma . z I `� w I- U a w oz LUMBER } R SIZE N N - TS20 Z H w SPA CING a - ': i I F- W T t7 N W I: it Q w TS 12': i _ - --- --- F V] N I I - - -- - - - — - .. Qw ❑ w � 2 : --- - - i ° Z U _ . _ . 'I -T - 1 T �'i 2x4 2x6 2x8 2x1 Z H N I w o r . 0 Q . : 0 f I I- a w . : i;:i i : ; . F a . ; I- ° QD a a o - <; z : : : : • 12" 11'-1 - - - Q Z W p _ p : : : : I. -- Jc r 0 18' 8" 24 7 26'0" ►- Z z - X I_;.. _.._..._ ..... h w _.. ...: ------ --- -- -- ; -P I HT 2 pW p ❑ JpQ � I s S O = W I W ; ,T„.„ : 'T— 'a'"'i f'"'" : .v'""". : v : : ."" Its': i .'L`: . we".`.. « `�--i r r :�-: r r € ' W : : U : d W p p 16" 10'9" 16-11 21'-7" 25'-7" m U —:iC :;: C : : C : , CD: ; C); : CD: ; C) : (D i C�3: C ; CD; : : C7: : : ; : : i C3i: Com: : i (� Z Z W or -: -.: _k i. ; Q U WW N ❑ Q W "AlD 0 Z i ISI I : I HT 20 i- : : 24" - X _ p _ I W - 9'3" - F- i[ 13 1 - - Z I 1 17'7" 20' 11" i ii W �` l i w U tx v - W w .AQW _ Q - _._ .._. : �- or 10LL/5DL #2 SYP W Z w p to Z �, I l ------ ----- R H -3 :r .. : W ii p W W • �I i )r _ w Q a z m ... , - r::- w J F r -1 z a z z a. li Z ; : i : r. 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY CD L7 [� z a ❑ Z I : c �: z � rnWa rn _ z i -01C } ; ; i p ��H I _ .. .. I B I L Z Z 0 - I- I I i I : U DER IN ACCORDA Z NCE WITH FRC R302.12. Q m Q Z - \ w 3 . ., _ Q .... : : I ; . i 4 I W J i , : : : : i W f Q 1 ! nor ❑ a ! . ....._1 : L7 ..� : :I i- t r W - L7 F- � � w W : Z ? W Cf7 . . Z I U - Q \� I Q p : - _ I - i ¢ HIZ Y > ZWp FI- : _ I- i H I- w If I , Z UQ - W Z : U � ❑ I Q I I i II I ii W J p � F O J ii . Q F- I I i - ---- Z � nor z r U — 3 F- N a ul Q D [� is F- _ UU :I11 f I � : (i I : O N i J ! : r $� : : . dor --. i . kY . : SHEET NO . I S �: k . I Z i i i nor I .:.. I I I O ST 3A - _-_ - _ I 2 x L N O.2 SYP — - x6 6 O G N nor �- -T-- SLABBED S CABBED RAFTER TAILS . . : I �I I �. :: . ; : : o ROOF FRAMING PER TYPICAL WALL r RAM �: : : : �; : I I I I; O SECTION,SHEET ST-5 i1 I N . nor I a PLAN i I I . ii I nor JOB NO.: '' II. i O _.._. I I U r i - I norv- i - _ : RS109 I- �. d : ! i i I _ _ i. /`x ^I , I 1: L _ 11� i Jor SUBDIVISION: I i fl N LY_ j i i , : : ! : : : i : : ; :: ; ; : ; ; : : nor : 1 i : ii: I. is : i I i I O : i. Atlantic Beach : !: , : : : ; i : l J i I g I pry .. ....... _-b „ LL i. 1. : : I i s dV k — C r : 3 . I. Count Club . I. :: t- Country : I. �__ . : ,I nor i I LOT NO ; 3.3 _ , : 1. ;; {� i IL k 4J l I mor I 1 Z 1 i i it I I I! t j: i I i :i ; Vo ` i I HT 2 0 OC I s I' I ! i l FLOOR PLA :i i I is N: I I! I HT , 0 HTS20 S� 2 I I' i i ; 1. i 20 i : : HTS ii O : : C' J J i Anastasi aA II : : . I II: ----...----...--... nor i I �. i........-.; : : I I l I I �. ... nor ., ix ,.� ,i 1 t k. �. t. �: ___ .k O i�: : . f :t: :. .4: x .,..: :x .L :.. - .. il .. is :,t: t; ,,. I,: . j.....I..... �..............�..............-1, _ ,_. F r= f s' ,i I;i ,: DESIGNED: .....11....-....- _...� ....._. .S ...___...._._.�—_ ...... _ 5. .... _.... ._ I .:....... S. ..... P ....P.:. P ...__. k..__. ... .... _.. .._..... ...... 1 ........ _ ..... ... ._ P'°...... _ f. ;kv .i 3( --- 3 Z D D' - Cr) (`�l N (N N �d7 �" CSJ I`® OJ CCS O-) 0) m J m m 00 0) 0) 0) 0) m m 0) N Of) N3" Iq to Lf`) CSS C h E � F � C t `� C`1 r � _ � � e 3 C CD C 3 tJ O C7 C} C t Cw7 r- C C C3 s C CJ r ( r r° t 4 C0 - C t� r✓ ( �/ LJJ DAD/J E F . .............. . _._--- _ - -- ---- -._..... ......--- ........ ....... .. ....... . ..... _. .. ....... _..- ......... ...-... ._.._..... ._..__.. .....---. - ............ . . .._... ........ . .. .._... _ ......--... ..... _ ............--.... .. __ _. -- ----.... CJ F- REVIEWED: w DBM a a REVISIONS DATE -- -- ---------------------- --- ------ -- L - ---'- -....... . ..... .... �... _........_ j53� y { $� j k k C✓s Co �_—_.___- _-_....__ ---- ....... _ ....._........ ........ _....._._— .: . ---.--------....... .............................................................. .. . . ..._..... v}.t ._....... ___. W 11 , o W Z a.. ,} O W ¢ Z^ W ` . D O F- I -�, PEX /F_� � 11� U I I I , I. 5" ,­ I LL. 11 I �1; � �', I�, '���7�� TRUSS ENGINEERING NOTES: ¢ ,�� �A� C RAL C� ®,�,`� BEi ING . 11 • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL .,° �c .•••••••. A� 'i,�. 14 E. �- TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING -a 'v` ' � fi ' . iv TO THE TYPICAL WALL SECTION SHEET. ' N 71 7 * k • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING . p /� q �� 1125# DRAG LOAD APPLIED TO TRUSS T08 :hi �� RST LEVEL ROOF FRAMING PL/"'°�N �. �4n = Q � 3075# DRAG LOAD APPLIED TO TRUSS T10 'ir-., -1 wr 1. • 4720# DRAG LOAD APPLIED TO TRUSS T15A e` ",fi,........... - ..N a .,, � 1,q�%, P.E. e ¢ r��®��M410. 71457 11 QT ENGINEERING 04-01-2015 4 TRUSS ORRAFTERTO 2x NO.2 SYP BLOCKING TO FIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE TIGHT BETWEEN TRUSSES, (3)10d QT CONTINUOUS FROM 2ND (2)MS24/MSTA24 OR TOP PLATE W/H4A OR COMMON TOE-NAILS @ EACH END 1 . PLACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBL TOP PLT OS B QTA TO HEADER TLOK06, UNO ON ROOF BELOW FRAMING PLAN SHEATHING TO BE CONTINUOUS TO HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS BLOCKING, 3/4"BETWEEN TOP WOOD PANEL AND CENTER OFOF LOCATED DIRECTLY OVER STUD COLUMN. III III J FASTENERS 2. PLACE QT's WITHIN 3" OF BEARING WALL END STUDS.{;• III III TRUSS OR RAFTER TO TOP PLATEW/HA4 = 3. PLACE QT's AT MAX 48" O.C. EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT I I I O OR TLOK06, UNO ON ROOF FRAMING PLAN o ( III III N MINIMAL UPLIFT WALLS") III - 1.= -- III CY) EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRUSS 2x6 x 6'LONG N0.2 SYP J 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 I IIII o LL FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.O SCABBED TO TRUSS TOP 2x6 NO.2 SYP OVERHANG ON PLAN. SEE TABLE 6:QUICK TIE CONNECTORS CHORDw/(2)ROWS10d@ RAFTER SCABBED TO 5. QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED III TYPICAL TYPICAL TYPICAL III 4 -� ON SHEET STA FOR TYPICAL INSTALLATION. 6"O.C., STAGGERED; U.NO. TRUSS TOP CHORD w/MIN HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ 11111ISPACINGUNO SPACING UNO SPACINGUN0111 1 cu INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 ON (16)10d COMMON NAILS 18" O.C. MAX MIN 2 VERTICAL BARS EACH RETURN. QTO MUST HAVE MIN 11" 0 O PLAN,SEE TABLE 6:QUICK TIE CONNECTORS ON N ' ( ) III III p� SHEET STA FOR TYPICAL INSTALLATION EMB E D M E NT TYPICAL QTA @ MAX TRUSS OR RAFTER TO TOP III STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W/HA4 OR TLOK06, UNO 1 III III 48"O.C., MIN(1)PER d WALL STUD SPACING. ROOF BEARING ONLY. ON ROOF FRAMING PLAN ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS III III SHEARWALL N .E � Isw (QTA REQUIRED FOR a) SW III ROOF LOAD BEARING M WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF 1 . ABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES WALLS ONLY) U_ STANDARDHEEL CONDITION RAISED HEEL CONDITION O NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8: III III LL N ( THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) O PECIFIED SHEARWALLS, SHEET ST-1 . III I III Ld L 2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY - STUD SPACING PER III III Z TABLE 3:MAXIMUM E EXTENDED TO 8FT O.C., PROVIDED A HA4' IS INSTALLED FROM TOP PLATE TO STUD FASTEN BOTTOM PLATE TO GABLE EXTERIOR WALL STUD 1 SPACING. ROOF AND TRUSS W/10d COMMON @ 6"O.C., LINO. T APPROXIMATE MIDSPAN WITH A " BOTTOM PLATE'.ANCHOR AND 2" SQ WASHER AT CABLE coNTlNuous Y FLOOR BEARING. ID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL Q INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.ODBL TOP PLT TO ON PLAN 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE SLAB �' HOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @MAX 48" PERCq IIIju TYPICAL: BOTTOM PLATE ABLE 8: SPECIFIED SHEARWALLS, SHEET ST-1 . IIII IIII w TO RIBBON BOARD W/10d FLOOR TRUSS III ~ > O COMMON @ 6"O.C. 2ND FLOOR END BY OTHERS GABLE FLOOR III -J - - i __ - -J_ III STUDS TO 1ST � TRUSS BY OTHERS HEADER TO TOP PLATE III III FLOOR HEADER W/ F- T_ CONTINUOUS 2x4 CONNECTION PER HEADER (2)MS36/(2)CS18 � RIBBON BOARD FRAMING NOTE 3 ON ST-1. III III WITH(9)10d EACH 2x4 N0.2 SYP DIAGONAL BRACE @ 48" NOTE 3 III O.C. DIAGONAL BRACE TO FLOOR NOTE 1 &2END OR QTA OU TRUSS OR DBL OP PLATE W/(3)10d 1111 TYPICAL WOOD FLOOR TRUSS BY OTHERS T ( ) I COMMON TOE-NAILS AT EACH END. I I ISPACING UNO Y _ TYPICAL QTA @MAX � FASTEN GABLE TRUSS TO DBL TOP _ III III 48"O.C., MIN(1)PER OQ. PLATE W/8d COMMON @ 6"O.C., UNO I I 1 IIII SHEARWALL(QTA Z WALL SECTION AT FLOOR III SW III ROOF OADIRED FOR O ALT. WALL SECTION AT FLOOR .. ........_ _ _ __ 111I BEARING WALLS PERPENDICULAR FLOOR TRUSS CONDITION _..... ..._... ..... ......... .___... ...._.... ._..... ......_ _........ ......... ....._. III III ONLY) D (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) PARALLEL FLOOR TRUSS CONDITION IF REQUIRED QT III III (n (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER ADDITIONAL STUDS L THAN OPENING II 1 I III REQ. IF QTO,SEE It X 0 z 1 0 WIDTH, PRESERVETYPICAL IFT QTS ACING AND DO 4 0 N ❑ w LL 4 Z III III TABLE 6:QUICK TIE d' a w p � of ANCHORS, SHEET ti W CABLE NOT INSTALL QT I BOTTOM PLATE I W 0 = w Y I- p W p GABLE END TRUSS EACH OPENINIGEUON.O. ON III ANCHORS @ 24" III ST-1 J 0 ow Q Z w o J m J Z Z a ( IIII O.C. MAX IIII 4 w - am4m40WW PLAN) Z oaw0 WwJpI wT6Q TYPICAL BOTTOM PLATE ANCHOR @ MAX 48"O.C. EXCEPT AT SHEAR WALLS. SEE TLOK06 @ 32"O.C. Oma FSI_• } WZp TABLE 8:, SHEET ST-1. (8"EMBED INTO ; - -- - 05 Z a 0 m } w H W H N N m 0 z w STEMWALL,6' EMBED INTO CONCRETE STUD SPACING PER �+ (���+ ( W 4 w F 4 p W F = I w p m U m EXCEPT AT HOLD-DOWNS.SEE TABLE 7: TABLE 3: MAXIMUM KORNER INSTALLATION Z Q = 0 Q m I. Z w 4 w EXTERIOR WALL STUD (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90'&45'CORNERS) SPACING. ROOF AND I (" W a = o - 0 w j 0 4 w FLOOR BEARING. 2x WOOD STUD WALL 1. (1)QUICK-TIE ALLOWED @CORNERS OF TYPICAL WALLS W/ I ) TWO STORY STACKED SECOND FLOOR;WALL SECOND FLOOR M w z w w z rn ❑ 4 w ° a (2)2x TOP PLATE OVERLAPPING PLATES. ; 1 SHEARWALL OVER HEADER SHEARWALL oC z z 4 x� o o � ❑ - _ ,� o z a a a QUICK TIE TO FOUNDATION 2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP w - pW F- z4FWm- � c9 °° \\ \\ ° PLATE OVERLAPS THE LOWER TOP PLATE. ; W w a Q M W I Z 0 w 0 m ' Fw- w TYPICAL UPLIFT ANCHOR INSTALLATION FOR ? W w a F z m 3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE .. 0 - ? a 0 z EACH SIDE OF CORNER >. LL N W a Z m _ = - {yy SECOND FLOOR WALLS AND SHEARWALLS 1 Z ��.�. ADDITIONAL W WZp � [7wW❑, � aN2 � � VU NOTES ANCHORS PER _ w w Q 4Z } Z Ej 0F4 1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL HEADER FRAMING D f- F = Z I- 6 0 z W D W Ji NOTE 4ONST-1. . OW4 � w � 0 = woz4 ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). 4 f- F I 0 J 2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR %"DIA.THREADED ROD QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION O w 1- ? 3 N a In 4 p 6 1- - w w IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING, OR SIMPSON Y2'DIA.x6"LONG TITEN HDINSTALLATION AT GABLE WALL LL SCREW ANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS . Z SHEET NO.: MUST BE USED IN STEMWALL FOUNDATIONS. NOTE:AT GABLE END WALLS, QUICK TIE REQUIRED ONLY AT 7/ DIA HOLE 7/g"DIA HOLE ) 0 ST-5 3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES.MIN 1 3/"OTHERWISE. �/"DIA HOLE 1"DIA HOLE � - EPDXY OVERSPILL FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE CE'NTERED 3/"HEX NUT CENTERED 3/g"HEX NUT CENTERED %"HEX NUT CENTERED 5/"HEX NUT � �"QUICK TIE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. IN TOP PLATE 2"x 2"x Y8'STEEL WASHER IN TOP PLATE 2%4'x 2%"x%8'STEEL IN TOP PLATE 3"x 3"x 3/6"STEEL IN TOP PLATE 3"x 3"x 3/s'STEEL 8 P.T.2x BOTTOM PLATE TYPICAL WALL WALL SECTION AT FOUNDATION WASHER WASHER WASHER (2)2x TOP PLATE 1 (2)2x TOP PLATE (2)2x TOP PLATE _ MIN EDGE DISTANCE (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (2)2x TOP PLATE" SECTION JOB NO.: INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL a 13/"DIA 13/4'DIA EXTERIOR EDGE PLAN VIEW U RS 1094 WASHER WASHER TYPICAL WALL SECTIONS (5)10d TO 3 OF CONCRETE Q PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW /" HEX NUT %Z' HEX NUT w/13/"DIA 5/g' HEX NUT w/13/4 DIA SUBDIVISION: 3/8' HEX NUT (n TOP PLATE 7/", IA HOLE 7/g"DIA HOLE /a'HOLE WASHER 1"DIA HOLE WASHER 8'QUICK TIE O Atlantic Beach CENTERED 2"x 2"x%"STEEL WASHER CENTERED 2%"x 2%"x%8 STEEL CENTERED 3"x 3"x 3/s'STEEL CENTERED 3"x 3"x%s'STEEL EPDXY OVERSPILL J 1. LS 18 STRAP INT P PLATE IN TOP PLATE WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER '"DIA HOLE IN P.T.2x BOTTOM PLATE LL CountryClub FASTEN BOTTOM PLATE TO BEAM(OR (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE BOTTOM PLATE Q GIRDER)W/10d COMMON @ 6"O.C., LINO. (5)10d TO WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL STUD V LOT NO.: PANEL SHEATHING REQUIREMETNS ON SHEET ST-1 FOR EXTERIOR EMBEDMENT Z �t�, WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF S QUICK TIE 3 "QUICK TIE ''/g"QUICK TIE 3/8'QUICK TIE 3/8'QUICK TIE e a STEEL SWEDGE A< `r /z QUICK TIE / QUICK TIE /g QUICK TIE /s'QUICK TIE FLOOR PLAN: SHEATHING FOR INTERIOR WALLS. STEEL SWEDGE CABLE r0 STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE -CABLE TO ALTERNATE STRAPPING METHOD FOR WALL TO BEAM, HEADER,OR FOUNDATION FOUNDATION FOUNDATION FOUNDATION CONCRETE 0 Anastasia-A GIRDER FOUNDATION O TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION MIN 2500 psi ELEVATION = DESIGNED: TO BEAM/GIRDER BELOW WITH MS36(OR CS18) EF W/(18)10d COMMON @ 32"O.C. W 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 I-- REVIEWED: KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO BEAM/GIRDER BELOW WITH MS36(OR CS18)WITH (18)10d COMMON.' EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL w DBM STUD TO TOP PLATE CONNECTION 3„ , „ 5 , a SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER 1s QUICK TIE /a QUICK TIE /s QUICK TIE---,,,,\ 2x BOTTOM PLATE Q 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE REVISIONS DATE BELOW WITH(2)MS36(OR CS18)WITH(18)10d COMMON SIDE VIEW FRONT VIEW FRONT VIEW u EACH. PLATE CONNECTIONS AT THE END OF SHEARWALLS AS MIN EDGE DISTANCE MIN EDGE DISTANCE a MIN EDGE DISTANCE TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED NOTES: a WELL AS AN ALTERNATE STUD TO TOP PLATE Fh -� WOOD FLOOR 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN N m 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6. TRUSSES BY WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE EXTERIOR EDGE PLAN VIEW EXTERIOR EDGE---// EXTERIOR EDGE OTHERS O CONCRETE OF CONCRETE PLAN VIEW OF CONCRETE PLAN VIEW 0' � 3. EXCEPTION: SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE Z EACH SIDE OF OPENING. AS THE LS18. 5/6"QUICK TIE SECOND FLOOR TO BEAM OR HEADER CONNECTION ,3-6 QUICK TIE EPDXY OVERSPILLCL TIE EPDXY OVERSPILL 3 , EPDXY OVERSPILL /4 DIA HOLE IN P.T.2x BOTTOM PLATE 20° Z"DIA HOLE IN P.T.2x BOTTOM PLATE 9/6"DIA HOLE IN P.T.2x BOTTOM PLATE BOTTOM PLATE ,,,, W BOTTOM PLATE--\ BOTTOM PLATE 3 , Co 00 400, 1-112" 1-1/2' OR OR 3 QUICK TIE t " GREATER PC f GREATER Z TYPICAL WALL SECTION NOTES: 8 UICK TIE EMBEDMENT /z QUICK TIE EMBEDMENT STEEL SWEDGE EMBEDMENT 1. ALL TOP PLATES ARE TO BE BUILT WITH (2) 2x N0.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED (UNO). sr=EL SWEDGE da STEEL SWEDGE ` a a `° O_ MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. CONCRETE CONCRETE CONCRETE TLOK06 TLOK06 TLOK06 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. FOUNDATIONF_ PEX FOUNDATION FOUNDATION MIN 2500 psi V 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. a 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS MIN 25°°psi ELEVATION MIN 2500 psi ELEVATION ELEVATION TLOK06 TRUSS TO DOUBLE a 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK 6 QTB(3/16")-BOTTOM PLATE CONNECTION 7 QTG(1/4")BOTTOM PLATE CONNECTION 8 QTO(5/16")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION T TURAL ! RING L fp g,eee Nf` QUICK TIE CONNECTION DETAILS 'lir,:y1�j JA4 . w Nr m Q sA1301[ P.E. I I 04-01-2015 t 'k (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TRUSSES. II II II II CONTINUOUS LATERAL RESTRAINT (CLR). QUANTITY AND LOCATION DEFINED BY TRUSS SHOP DRAWING. O N N (D APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE C'7 2x NO 2 SYP NAILER FASTENED 7 Y4"MAX I 16"MAX SIDE OF WEBS MADE OF MORE THAN ONE PIECE, J TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. DO SO WITH OVERLAPPING BRACES 0O LL TYP THIS E E COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 N0.2 SYP NAILER TO LIKE ( V RYWHERE) N ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS In OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)10d W/10d COMMON @ 3"O.C. F V o C COMMON TOE-NAILS. - ONO d' N TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD O 0 TRUSSES NEEDING BRACING O '/6"OSB SHEATHING FASTENED TO NAILER W/8d COMMON @ 3" N E FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH N OTHER WITH(2)ROWS OF(4)10d OTHER WITH(2)ROWS OF(4)10d O.C.AND TO DOUBLE TOP PLATEN wi$d COMMON @ 3°O.C. LATERAL BRACING - MULTIPLE TRUSSES CID � COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD .is 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). FASTEN TOP PLATE TO EACH 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY LLL (V OTHER WITH(2) ROWS OF(4)10d CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. O '/16"OSB ATTACHED TO STUDS 7�6"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS W LCA WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" J O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C. IN FIELD. �/6"OSB ATTACHED TO STUDS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. J 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). WITH MINIMUM 8d COMMON @ 3" 5. DESIGNED PER BCS( B3,2007. O.C.ON EDGE, 12"O.C. IN FIELD. O OPTION 1 OPTION 2 OPTION 3 U _J6°MAX J6"MAX j6°MAX CONTINUOUS LATERAL RESTRAINT WEB N INTERIOR SHEARWALL DETAIL BRACE SUBSTITUTE o ca WEB MEMBER SPECIFIED ALTERNATE BRACING 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL,FASTEN TRUSS SIZE CLR T OR L SCAB �_ BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE 2x4 1 ROW 2x4 (1)2x4 O THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED T-BRACE FASTENED TO 2x4 2 ROWS 2x6 (2)2x4" Cn d. ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. WEB W/10d AT 6"O.C. 2x6 1 ROW 2x4 (1)2x6 I- T_ 2x6 2 ROWS 2x6 (2)2x4* d' 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6" L-BRACE FASTENED TO Y WEB W/10d AT 6"O.C. SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL Z RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE 0 SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR *IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. C= REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND a6"MAX J6°MAX 6'.MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. dam„ X p Z 20 PERMANENT WEB BRACING Q j w❑ o w � Q z w0Z -1 E3 L3wvPQ w0_ j w 0 0 _ F z o w a w U W m s, ti J } ap ZWJJUIJZZ ❑ { � . 4t O W W m > N 0 w w 0 d I Zp0m � 0 wWJ l+ N _ p U) aF- I" p } wZ 0 k" W zmol >- wwwWNF- - ww Z awFw ❑ WP = 2w0z0 � KING AND JACK STUDS p Q 0 a 0 a Z W Q 0 PER ENGINEERING m � WmWU � � 0 J0QW GARAGE DOOR BUCK/JAMB NAILED C7 Q ❑ Z w w W O 4 x W TO STUDS W/(2) 16d COMMON OR Z Z Q W 0 Z Q 0 W w <L ❑ Z 1mm 11 WWZ XQw � Q � N � Z NWW - Z zw wlmzZJF- zFZ WEATHER STRIPPING/Sl OP (� [7 p 0 z>. 0 LL W w a � N z Z I GARAGE DOOR " W wZJ1 - wo � uFiWQ � � [Qi 'li ——————— e T"s Q ;}. FZUQF-� Q ❑ IOWpZQ ———-— -- -- X QTB OR DTT2Z --J nH ? 3NaUF1Q0�71=- ? vv 2x SYP GOAL POST ATTACHED i SHEET NO.: N T STUDS W/(2)ROWS OF 3-%" GA V DECK SCREWS @ 12''O.C. NOLIEU OF SPECIFIED DECK SCREWS FOR / O ST-6 GOAL POST ATTACHMENT,THE GARAGE 36" DOOR SUPPLIER MAY SPECIFY A FASTENING, CO TONG SPF SCAB W/ 10d TO CORNER STUD ONLY WHEN HOLD q GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK LC STRUCTURAL JACK AND KING STUDS. SHEATH FRONT FACE PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, DOWNS ARE SPECIFIED ON PLAN. O SEE PLAN FOR QUANTITIES. PLAN VIEW ONLY WITH 8d COMMON AT SPECIFICATIONS THROUGH THE GOAL POST, 2x-SPF CORNER STUDS CL DETAILS 3"ON EDGE, 12"IN FIELD. f 0 JOB NO.: CORNER STUDS. GARAGE DOOR JAMB DETAIL ALTERNATE CORNER DETAIL U RS1094 a OPTIONAL QTB IN LIEU OF ABU OR SUBDIVISION: EACH JACK STUD TO DTT2Z CONTRACTOR TO VERIFY MIN HEADER WITH MSTA24. (2)VERTICAL#4 OR#5 REINFORCING: o Atlantic Beach BARS EXTEND FROM FOOTING UP I INTO CONCRETE CURB W/OPTIONAL, W Country Club a QUICK TIE LOT NO.: 3.3 /---HOLD 3 I HOLD DOWN OPTION IN LIEU OF ABU66: Z I •NOTCH STUDS 18"MAX FROM BOTTOM FLOOR PLAN: PLATE(MAX(1)KING STUD SPECIFIED ON SIMPSON ABU66 POST I ) x x O BASE. ° ? I I I PLAN MAY BE NOTCHED Anastasia-A •INSTALL ONE OF THE FOLLOWING HOLD CD 0 kI DOWNS: NZ DESIGNED DAD�JEF ° DTT2ZW/12"LONG x%"0 DRILLAND Zx 12"EMBED. DRILL AND EPDXY ANCHOR U EPDXY ALL THREAD ANCHOR. .. QTgw TOTAL NUMBER OF JACK REVIEWED: PLAN VIEW W SHEATH FRONT FACE z I %z"HOLD BACK OF FRAMING ND KING STUDS SHALL BE ONLY WITH 8d I ONLY IF SPECIFIED ON AS SPECIFIED ON PLAN. COMMON AT 3"ON W DBIVI EDGE, 12"IN FIELD Q iv ARCHITECTURAL DRAWINGS. ' REVISIONS DATE a EACH JACK STUD TO ROOF DECK HEADER WITH MSTA24 # TRUSSES PARALLEL TO WALL: HOLD DOWN OPTION 2x4 SPF(MIN) NAILER FASTENED ROOF TRUSS } 2x6 JACK/KING STUDSIN LIEU OF ABU66: TO DBL TOP PLT W/10d @ 3"O.C. OR RAFTER m NAILED TOGETHER w/(2) •NOTCH STUDS 18"MAX 2x4 SPF(MIN) W ROWS 10d COMMON @ 8" I I I TRUSSES PERPENDICULAR TO WALL: O.C. STAGGERED. FROM BOTTOM PLATE 2x4 SPF MIN BLOCKING BLOCKING Z I I (MAX(1)KING STUD (MIN) BETWEEN EACH SPECIFIED ON PLAN MAY BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO 0 TO DBL TOP PLT W10d @ 4"O.C. TC BE NOHED) BEAM w/10d @ 4"O.C. W ELEVATION VIEW I I I I .INSTAL(,DTT2Z W/12" SIMPSON ABU66 POST BASE I I I I LONG x`,%"DIA DRILL AND a °• EPDXY;ANCHOR TRUSS TO BEAM WITH Z G2 GARAGE RETURN °° . a,l I I I;� ° OR THICKER CDX HA4 OR TLOK06 Cn 0 z OR OSB FASTENED TO TRUSSES, RAFTERS O 2x WALL FRAMING OR BLOCKING W/8d I-- COMMONS @ 3"EDGE, PORCH BEAMP PEX E z_ 12"FIELD. (� PORCH BEAM TO POST: LL WOOD STRUCTURAL (1)MSTA24 a N SHEATHING POST TO SLAB: 9, tat 3$ t,# ABU POST BASE ANCHOR w0, Rp1 T-.UR% OR DTT2Z } �N,s� CAIN TYPICAL PORCH SHEATHING DETAIL (UNLESS NOTED OTHERWISE) 5 , ELEVATION VIEW 6 , J '`e No 71 R .. x 12"EMBED. DRILL /6 x 12' EMBED. DRILL THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES . AND EPDXY ALL AND EPDXY ALL UNLESS NCI(TED OTHERWISE. THREAD ANCHOR THREAD ANCHOR U` fit, OFa� GARAGE RETURN w `• �� q a DefWlN rray, P.E. ENGINEERINGQT P.E. No. 71457 04-01-2015 u__,... — —