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1630 ATLANTIC BEACH DR - NEW HOME 2015 milli I SEEM Imix NOTES 1. DOORS AND WINDOWS ARE APPROXIMATE Sr-r3' FINISHED SIZES; REFER TO MFG'S a 4✓, 11„ I� SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 10'-2" 2'_6, 2-0„ 2,_6, 7,-4, 2. ALL EXTERIOR WALLS INSET 1/2" TO SET IF, o � - � � G f\ o 053 FLUSH TO FOUNDATION o ctnlRR _ - - - - 301 FIXEDI"BANS. 3°I FIXED TRANS. r 2 2 FIXED c 2, 2 FIXED Hg ti 3. VENTLE55 GAS ISOKERN FIREPLACE c, CNTRLS - - - - - I- MIC = r''- "AFF SILL C�6'o'AFF JILL n 6'-0"AFF JILL C�6'-0"AFF o SILL C�0 6 4. PKT. DR. AT OWNERS DATH 2 I o ' GI>5 5. TANKLESS GAS WH WC WIC �I WIC DATH �2 � '� r� o o rniRR -rte _ ROD& 5H- - 5ru� 6. LNDRY SINK .�� � it> 9'GLG. N -1 u o G. �, o TUD ON 78"x4 1n TH o I �V (D LLAILED PLATFORrn I TANKLE55 p 7. DAY WINDOW AT DINING 0 0 9'CLG. 2F I �o c� �� o P I GAS WH 1 5!4°TO To 8. OUTDOOR SHOWER cv CO 6a 2 A/c �s r OWNERS = WIC COMP. 9. SVC. DR. AT GARAGE PATH _ 9- 10LG. Iio 10. PUSH UTILITY Y ARD TO REAR OF HO USE AHJ 4'-2" 0GLG. 0, 11, PORCH RAILING 12. REPLACE D3L. COLUMNS W/ SINGLE w OWNERS N LARGER COLUMNS �J U l 2�0 cq ROD&5H i c� o Pri(RR zG 13. REAR WINDOW AT OWNERS SUITE O ,�j N - 5 SH � �"'� � � � 0 14'-6"X 16'- " CfJTRI It----� `1'i � � � yTF CHANGE TO TRANS. I D 7T 1G'CLG. 10'GLG. O !SINK I t W iii T `-- l v, 14. ADDT'L TRANS. AT REAR OF OWNERS E 4_ `3 NIC SINK t! t d I s > - n I = DEP #� N LINEN 13-� X 12.'-6° o - Q I�----� d t � ��_ � �- SUITE d rn 12.'-0"X 14,x„ W I\ z r z Svc L 1G'CLG. < rn i G r� �"- `°' 15. REMOVE DUMP OUT AT 2ND FL. LOFT <� 9'CLG. 6<3 �� _ o (�(�;� i DU t t s z o OUTDOOR a c�6>' S cJ L I Y D < z L_ t� u_ n u x s, iJ`GLG. 1 � I � ' 16. WINDOW ILO DOOR AT GARAGE F LU Q o� w U_ s C\ e5 �8o m i SHONER o o, _ HEAD x n 0 s> Uj W C9 � � � 2 8 PKT. �--- �`� � I '� � N I 1 W _ x � � 5 � �� sN w �� 1 c LU < l� _ Q. L d- p oa n N o cn 8o U) IS < o0 w K� �� 10'CLQ. ��?J !� o I 0 z_ L__®vJ 28° o v 10'CLG. c� v o d j ca 40 00 wow SVC DR. t R) 0) F/P DN 19 RISERS _ a 2'-10" ? �� CHASE 7 7116"RISE i_ 1 roIn J g . _ RECISIONS 0RN PL.HT0 x4 " ZC� N �S- 7-7� N i.. ! I I 2 0 OPEN TO z = u ! �1.. 4'-0 5'-2" 6'-51 L_I _� 5'c� w 15'-a KITCHEN - � 3EL0W 4- <' oh I r LOST � � � c ������. - I o [)0081513/8"MIN. �N K �� o N I ( \/ 121-01,X 16'10" SOLID CORE OR 20 9'-0"-XIT-7, �, 10'CLG. rn w ? 9`4"X9'6' a �j 16'-6"X il'2' /\ o � rniNUTE FIRE RATED L9 " 9 GLG. 9 GLG. _ _ I ( _ �. v 10 CLG < 0 i LU o II LQ zo nfL O ■Y Lij8'-117 > A. kill ! I o 0 305o SN 305o SH o I Lt _ { 3 5 SH = E S ru"' E SILL Co)2'AFF I t .N SILL 0 2'AFF SILL @ 2'AFF i `? T-h,: _ t z g_o M1 V .' 8'-4' 2 :L11 Q9 I o Cli 7, 3 5 5H y08o OV 4=10.. ERHEAD DOOR 2 16'-4 = SILL @ 1'-4"AFF 0 v CV O L_ 2nd FLOOR FLAN 3080 �s G I Build With Confidence �' PAVER PATIO GAS ---- STua L; 'V,I1 VG �' o `O P NTRY H 414 Old Hard Road, Suite 502 Fl 0 � tc1 800 1o'cLG. fftce ( 0 ) 264-6553 3 erring Island, Florida . o . � - a 9 o ,,_z � - 5 5- 4, a -r 1�J-0"X 1t3'-G �� - P O � 4 - .. Fax: (904)269-272 4„d � r .s 10' 4 d FOYER 3 I 2 STORY CLG. = 11 L®t 155 tit Q J-s Q 18 61 8'0" O O C7 1n a� N Atlantic Beach UP 19 R15EF 5 7 7/15" T 3°8°.314"LIG' 7 UV!(2) 15E 10"RU I C\1 _� N (✓ou nt�J Club 5'r8° } 0 12"TMPRD 5[)ELITES ,n g.J 54 8 R. c � FR. Wilkes Residence 1 I I I LL SCALE:N.T.S. , i Is F ORCH CV 27-0°X 12'-0' I I �+ 1 10-11/8"PL.HT. Floor Flans ii II 'STAIR NOTES. ACTUAL 911MEN51GN5 WILL VARY DEPENDING ON FIELD CONDITIONS,FLOOR COVERINGS,ANDIOR 4' P.T.?.051iI I 1630 Atlantic Beach Drive VARIANCES IN CGN5T1p\i,CT1ON MATERIAL.AC.rUAL CONSTRUE';[GN MUST COMPLY I I WRAPPED TO W/8311.7 0'THE FLORIDA BUILCING CODE,RE5IDEN:IAL. I ( Atlantic Beach, Fl. 3200 I 10X10?Y MAXIMUM RISER HEIGHT 7-314' I 1 M1N1MUb1(P.EA.D DEP i"i 10"{NOT INCLUDING NOSING) 36"h RAIL[NG i/AXIMUM+1 REAP HEIGHT VARIATION: 313'(ENTIRE FLIGHT) --_.._.---- - '- --- --- -------- MtLIfUMSTA!RI1.9TH 6 -------- ------ U!Nh MINIMUM HEA CLERAiNCE 6'5"(A30/E NOSING) .�--------� --® Drawn By Sheet 91-01. 91-01 'HANDRAILNOTES: 9 G" AC`UAL CONSTPiXTION MUST COMPLY 11-1 ' N1 8311.79 OF"HE FLORIDA 3'J1LDING CODE,RESDENTIAL. }'_! 27'0' Date �c MORE AN 35 IN HEIGHT A3GVE THE STAIR N05li�G. 19'-O" ' 03-18-2015 HANDRAILS SHALL NOT 3E LES THAN 3 r OR 4 OR THAN HANDRAILS SHALL.3E CONFINUOU5 PER FLIG-1 G=5TA!R5. HANDRAILS 5HALL 3E i 1/2'CLEAR OF ALL ADJACENT FINISH 51'-112° Scale fA EP,IALS AND ENDS SHALL RETURN TO'NA.LL OR TERMINAT E 1/ 11 = 11-�t1 3 of IN NEWEL POSTS OR SAFE TERMM MALS. ;HANDRAILS 5HALL DE 1 1,14"-2"IN CV055 5EC10NAL DliMEN5ION,OR APPROVED EQUIVALENT,AND EDGES Plan Key Largo-A-1 Mod SHALL HAVE A MIN.RADIUS GF 0.01`. 00 L35 APPLL'-D IN ANY DIRECTION AT HANDRAIL CONS]FUCT GN SHALL5E A3LE TO RESIST A LGA[)OF 2 ? ANY POINT ALONG THE TO;'RAIL. FLOOR F 5i A!R AND pAILING SUPPLIER INSTALLER SMALL SATISFY ALL BUILDING DEP 4R+`41ENTAPPRCV.ALREQUIREM+'Ef�rSFCR F� MOTE TO FRAMER. rr ��MINT NOTA 5. a INritierl dimensions Shall have precedence over Scale dirnen5ion5. 1 THc1RGDUGTS EYPRU/!CE OP MECHANICAL QU 50. FTS. CALCULATIONS c f Contraciors Shall verify and be responsible for dirnen5ion5 an OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR 19 � = INSET ALL EXTERIOR WALLS 1W2" FROM conditions of the job. AN GRNAMEN'AL PATTERN SUCH THAT A - - 1571 FDG-8302.5.2: DUCTS IN GARAGE SHALL DE MIN 26 1ST FLOOR LIVING EDGE OF FOUNDATION 4 DIN"AFTER SPHERE GANNG`PASO(HROL'GH. r HALL 3E GE SHEET STEEL WITH NO OPENINGS INTO GARAGE 2ND FLOOR LIVING - 788 Y Northeast Florida r coiyn,Inc.hereby reserves Itis common law THF GUARDRAILCONa.R,JC ION GA copyrighi5 and other copyrlght5 In these plans,designs and ideas. A3iETORE515T.ALOADOF20L% ALLOWED. 2359 PER LINEA, FOOT APPLIED TOTAL LIVING } These plans,deslgn5 and Ideas are not to be copied or changed in any U HORIZONTALLY ALONG THE OP RAIL. ; ;PHEZE _; 504 manner or farm whatsoever,nor are they to be assigned to any Third NOT NtAYrI PA55 - 1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND GARAGE party'Nithcut first obtaining the FloridaP(,5'J,IrIcen perrnis5ion `morn GUARDRAIL5 SHALL G FDC R, M 325 LE55THA,N 6"IN HEIGHT. rr,GOUCH MECHANICAL EQUIPMENT AND PORCH Northeast ida Design,Inc. ALL SIDE OF 'o'SPHERE r T.IETRIANGULAROPEN!NG5 MAYr10 PAsS COMPONENTS, INCLUDING DUCT, WITH THE TOTAL WIDTH TOTAL COVERED 3188 k;'...; ATSTAIRIREAD,RISER,3 rwo GH OF THE ENCLOSING SPACE DEING Al LEAST 12" WIDER ' 30TTOM SHALL 3E SUC'H (, THAT A6"DIAMETER THAN THE FURNACE OR AIR HANDLER __ 12627S, ! SPHEREcnNNOT-rA55r�JRoucH. -_ -in Jose B1�v�1 Suite 702 { GROUND-MOUNTED MECHANICAL UNITS SHALL DE ' � ACCORDANCE WITH FDG-R, SECTION = orrheast ���k�on�il��y FL 3�2�3 ANCHORED IN klm VIM Florida Design,Inc. ✓1. f70,331 M1307.2. I t ly i .f� : In 1 111 11 111111 TLS10TES FASTEN SHINGLES PER FDC 89052.6 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR UNUFERLAYMENT FASTENED PER FC P905.2.7 DOORS - REFER TO MANUFACTUKERS OSB ROOF SHEATHING 151-101, 7'-9" 26'-5" SPECIFICATIONS FOR REQUIRED SLAG RECESS PRIOR TO POURING CONCRETE H.D. 2. GAS STU[3 FOR FIREPLACE —— ———— — ———————— —— — ——— —— ——— ——— ——— —— 2X4 ENG.ROOF TRUSS r 3. GAS STUE3 FOR TAWLESS GAS WH //V S�(�io���� ��\\ ( L------------------J -------- - --------- ------------------------------ -L_j 4. LNPKY SINK SEE CONNECTOR SCHEDULE GAS I — — ——————STUE31 5. BAY WINDOW IN PINING 12 r -------- ----- --- J, TOP OF PLATE %1 0 L--- ----- - 6. OUTPOOK SHOWER TANKLESS GAS WH I 1 7. GARAGE SVC. PK. I A/C 6"GALV.EAVE DRIP uCOIMP. & MOVE UTILITY YARD TO REAR OF HOUSE 1/2"DRYWALL GLG. TER TAILS 1 22'-2" 6-2" 9. (2) FLOOR OUTLETS IN LIVING KOOM, FIELD 20 EXP05EP RAF L M_1_.j (2)2x6 1 I PROVIDE 6" IVERIFY LOCATION TOP PLATE I I I RECESS 11 FOR SHG'/'ER _j 2'-0" I IiE� _L20 1/2"DRYWALL 0 �' I i r- L---------- -----------4I I II II IV___1 r------ -------r CN-f L,� 19, // _(Y' 'T HARDIE PLANK LNPRY STEM WALL OUTDOOR SIDING _jll�j SINK FOUNDATION SHOWER 1/2"0 THREADED K 0 P 5 PER\ 17 HEAR I ENGR'S PKG. R-19 INSULATION L 2'-2" VAPOR BARRIER.SEALED AT -------0-- TOP&BOTTOM PLATES. F-L --------------------------------- --- _____j L------ -------------- C\j 2x6 STUDS SPACED PER ENGINEERS PKG. -1 --------------------------------- --- IF I I I 3/4"T/G SU13FLOOK I _j 7/16"OSE3 WALL SHEATHING L_ E�_j' L�i r------ I 'T I F-TIi I -I- _j EXPANSION J0114F(T'(P) 2rid FLOOR 2x6 BOTTOM PLATE FINISHE9 FLOOR LJ 5 f EM WALLI II REVISIONS FOUNDATION i I 21'-10" 9'2" --� �i 4"COiNC. T7 SLAB PLATE HEIGHT 7t A (2)2x6 TOP PLATE , I I (�==�1 r If OPEN WED FLOOR J015TS + SINK W/ `4'F PISF. II/T- ` jt' \_ 4"CONC. JI 1: LU :?f 1/2"DRYWALL L SLAE3 ado CEILING 4"CONC.SL AD W/FIDERME511 OR -, - I I V vu� - L 1/2"THREADED RODS SPACING C� 6x6x10 ON 6 MIL.VISQUEEN PER ENGINEERS PACKAGE i_j OVER CLEAN,WELL COMPACTED FILL 0) sop 1/2"DRYWALL - - - - - - -- --r —_' 1 '%V` E wmft S 1 [3 L r 2x6 STUDS REF. 11111 in 1/2"OTHREADED C) INSET 1/2" FLOOR OUTLET 7-6 5'-0" �M 0 RODS PER FIELD VERIFY H %,6600/ LS ENGK'S PKG. J, =,_4------- P AV ER 5 on HARDIE PLA _j NK dAS L SIDING H.D. Build With Confidence 2X4 ENGINEERED R-19 INSULATION ROOF TRUSSES FAS,FEN SHINGLES FLCDK OUTLET 414 Old Hard Road, Shite 502 L----------- FEK FDC R905.2.6 E[Q VERIFY �1 77---------------- Fleming Island, Florida 32003 TYVEK(OR EQ)HOUSEWKAF Office: (904) 264-6553 4"CONC.SLAB W1 FIBERMESH OR UNDERLAYMENT FASTENED 07,3.b 12'-6" 6x6xIO W.W.M.ON 6 MIL.VISOUEEN PER FBG Irl ............ 7/16"0513 WALL SHEATHING _T Fax: (904)269-2729 OVER CLEAN,'NELL COMPACTED TERMITE TREATED FILL E', 055 ROOF SHEATHING 2x6 P.T. FINISHED FLOOR BOTTOM PLATE ✓ Lot 155 GEE CONNECTOR 3"CMU STEM WALL SCHEDULE W1 ALL CELLS FILLED _j 12 L TOP OF — —— —— — — — — —— F Atlantic Beach n//n//X/> - - - - - - - -- - - PLATE 15 —---- -- ..........­ I j I ----- - j, FINISHED GRADE 54 SILL 51 SILL 54 SILL L 1/2"CEILING 5'-4" Country Club F UV I ING PER DRYWALL GALVANIZED ENGINEERED EAVE DRIP DRAWINGS (2)2x6 TOP PLATE 2X,5 EXPOSE RAFTER TAIL 5 24 1/2"DRYWALL 1 II 11 if If II �D z II II II II II II I— I W. , ilkes Residence TYFICAL WALL SECTION CNI SCALE:1/2" 1'-0" R-1-9 INSULATION C, If 11 11 C) it 11 11 11 11 11 If>° i I II II II II II II II II 11 11 11 Foundation L,.q-,,-,%lout 2x6 STUDS INSET 1/2"FROM FOUNDATION WALLL_ _ _ _,.._ _ _ __ _ _ _ _ ____ _ _ _ _ _____ _ _ _ _— — -- 1630 Atlantic Beach Drive HARDIE FLANK SIDING LEIJ ------�.E]_j L Atlantic Beach, Fl. 32007 L — —— — — — — — — ——— — —— — — —— — — —— —— —— — — — — — - TYVEK(0?\EQ) 27-4" HOUSEWRAP 50-0" Drawn By ARJ Sheet AaRk I r 4"CONC.SLAB W1 FIr3ERMESH 7/16"0513 WALL Date OR 6x6x1O W.W.M.ON SHEATHING 03-18-2015 6 MIL.VISOUEEN OVER CLEAN,WELL FOUNPATION LAYOUT Scale 1/411 = 11-011 COMPACTED TERMITE 2x6 F.T. TREATED FILL BOTTOM PLATE Key of FINISHED Largo Al Mod FLOOR 5 Plan (5"CMU STEM WALL �>0\00/ W1 ALL CELLS FILLED Written dirricri5ion5 Shall have preccdt�ncp,over 5caledmnen5ion5. -ify irid�o re5pori5ibI5 for dirneri5iori5 and Contractors Shall ver if GRA E conditions of the jo�. FOOTING PER Northeast Florida Pc5iqri,Inc.hereby re5orve-5 its common law ENGINEERED DRAWINGS copyrights arid other copyrights in these plans,clo5ion5 and ideas. .It RIOT : These plans,de5ijri5 and ideas are,not to be copied or changed in any ririainre-r or form whatsoever,nor are they to be a55igned to any third FOU NPATION FLAN FOP\ !,CONCF\ETE FOF\MING ANP party without first obtaining the expre,55 written permission from TYFICA L WALL SECTION FLUM13ING LOCATION RtFER\ENCE ONLY. REFER Northea5t Florida Design,Inc. SCALE:1/2" 1'-0" TO ASSOCIATED ENGINEERING L \AWINGS FOP\ FOOTEF\ LOCATIONS ANP DETAILS. 12627 San Jose Blvd Suite 702 N or t h e ast Jacksonville, FL 32223 Florida Design, Inc. 904.2603319 1H M ---------- NOTES 1. BAY WINDOW AT DINING 2. OUTDOOR SHOWER 0 3. SVC. DR. AT GARAGE -- ------------------ ---- 4. PUSH UTILITY YARD TO REAR OF HOUSE r---------------------------------------------------------------------------- I I I I I ; I I BUILDING HEIGHT 5. ADD PORCH RAILING I I U---' I! ;I -_ ; ! 2p N 10 0° 12 6. REPLACE PDL. COLUMNS W/ SINGLE it 7 LARGER COLUMNS DIMENSIONAL 7. REMOVE BUMP OUT AT 2N1) FL. LOFT II FIBERGLASS ------------` -------------------- ! SHINGLES(TYP) 8. REMOVE PORCH TRIM II I I 11 I 11 5:12 I I 1 9. WINDOWWINDOWILO DOOR AT GARAGE � I[ I I; 12 ----- ---J 1; II I, ID E x.12 I..4 EXPOSED FAFTEK TAILS I I I I '' PLATE HEIGHT II L L i II II II I I I I II j l I j N I HAR PIE PLANK I I I I I SIDING TYP. II cel ; I I I 6"HARDIE RIDGES I -Q- I---- - -- I TRIM TYP. o 711122 U U 7:12 �,---- -- ----- O [{) If==' LE `I1 18"SHUTTERS TYP. 4 12 + r---L r-- �A I— ----a- --------� 15 IF— - --11 ---- --------�I i I 6"BANDING TYP. _ FINISHED FLOOR I, I, 12 I� _________- -=�yf6 3 12 PLATE HEIGHT `- TOP OF PORCH 3EAM 11 1 11 11 1 ,1 1.1 _ __ _ ___ ___ - --------- - REVISIONS 2.4"OVERHANG DEC.SCALLOPED TRIM TYP. HARDIE PLANK oh EQUIP. �n a 3:12 _ SIDING TYP. SCREEN WALL o A>"P.T.POST W^ APPED TO lay L 10X10 TYP. - - LL11 S FINISHED FLOOR FINISHED FLOOR i o - 8"SAND OO L / \I Y GRADE__ 36"h KAILING GRAPE N SCALE: 1/811 = 11 011 FRONT E 1 V F"L S I vu LEVATION M LS :Build With Confidence A 414 Old Hard Road, Suite 502 NOTE: Fleming Island, Florida 32003 Office: (904) 264-6553 5F'F\,AY FOAM INSULATION Fax: (904)269-2729 NO f�OOF VENTING REQUIRED 17 - oo DIMENSIONAL Lot 15 S FIBERGLASCLAS S ((,, SHINGLES(TYP) 6"TRIM(TYP) 7 Atlantis each � Country Club PLATE HEIGHT EXPOSED RAFTER TAILS Y!� lees esi once 18"SHUTTERS(TYP) ILI Roof Plan 12 15 Elevations LL FINISHED`LOOK 1630 Atlantic Beach Drive 1z -- _ Atlantic Beach, Fl. 32007 F ___ PLATE HEIGHT `� TOP_0_F POPCH_BE_AM_ 00 ®_ Drawn By ARJ Sheet �2 'OVEKHANG HARDIE PLANK Date S[DwG TYP. 03-18-2015 HARDIE PLANK Scale 6"HARDIE SIDING TYP. 1/4" = 1'-0" o pf 4"P.T.POST TRlr�l TYP. Plan Key Largo Al Mod WRAPPED TO 10X10 TYP. 36"h FAILING Written dlrnen51on5 5nall have precedence over Scale dimen5ion5. FINISHED FLOOR _ FIM5HE_D FLOOR Contractors Shall verify and be re5pon5ible for dimen5ion5 and 8"SAND _ conditions of the job. q o `+ `+ Northeast Florida Design,Inc.here'oy re5erve5 its common law GRADE GRADE __ _ copyrights and other copyrights in these plans,de5ign5 and ideas. 6'h EQUIP. These plans,de5ign5 and ideas are not to be copied or changed in any IG HT I D L /STI O N SCREEN WALL manner or form whatsoever,nor are they to be a55igrned to any third party without first obtaining the expre55 Written permi55lon from Northeast Florida Design,Inc. 12627 San Jose Bled Suite 702 i. ortheast Jacksonville, FL 32223 Florida Design,Inc. 904 2,6;0 3319 NOTES STEPS 1. 6AY WINDOW AT DINING (DIN WATER SHEDDING FASHION. STARTING AT THE EASE OF THE SECTION A WALL&WORKINGTOWARP THE CC 2. A ORCH RAILING TOP.INSTAL'_THE WEATHER AFTER INSTALLATION RES15IVEBARRIERTOTFHEFACE SEALA.LLGORNERSC`r THROUGHWWDONJAMB 3. RE LACE DDL. COLUMNS W1 SINGLE OF THE SHEATHING. MECHANICALLY JOINED FRAMES TO LARGER COLUMNS Q APPLY SILL FLASHING. SEAL FRAME SEAM JUNCTURE r EAR APPLY JAMS F AS=40 QAPPLY�EADQFSEALAN-i �!� N OW AT OWNERS SUITE CHANGE Q AROUND THE PERIMETER GF THE10'-01, O QNEADRAS'r'If�G ��� TO TRANS. BACK 5!GE(INTERIOR SURFACE)OF APPLY A CONT.SEAL ALONG MOUNTING FLANGE AT THE `NINDOWMOJNi1NGFLANGE. AiFLASFINGGCESGVERMOUNTi OFLANGE.EMBCD - DIMENSIONAL 5. ADDT'L TRANS. AT REAR OF OWNERS (Q IMMEDIATELY LVoTP'L'JJ!NDO'A/ �0?TQM OF HEAD ASH tiG AGM\151 SEALANT MASHING J511NO PAN HEAD RUNS TO (` ` FIBEKGLA55 12 SUITE FACIL.TA E MPEITiOrd. GOES OVER SEALANT).EXTENDHEAD FLASHING BEY0'10 FLASHING. SHINGLES(fYP) SEALANT EACH JA41B FLASHING.FA51EN IN PLACE, Q APPLY BEAD OF SE ✓ f ACROSS THE FACE OF ALA MOUNTING FLASHING AT HEAD EXTENDS WEATHERED RESMPiE BARRIER. 6. REMOVE ORCH TRIM SECURE WEATHERED V 5EYOND JAMB FLASHING FLANGE'Ai HEAD. RES(Sl"iVE 3ARR!ER SEALANT BEAD BETWEEN MCUI a IW,FLANGE Q APPLY HEAL FLASH`:NIG. ® HEAD. AND FLASHING. Q REMOVE PREVIOUSLY APPLIED ,– TAPE,ALL O'A'IN'G WEATHERED _ RESISTIVE BARRIER TO LAY FLAT OVER HEAD R_A5HING.APPLY NEW 5HEA11HING TAPE OVER DIAGONAL O ®APPLY A 318"NOM.BEAD OF SEALANT"TO THE CUT.SEE DIAGRAM. 6 BACKSIDE(INTERIOR)OF THE MOUNTING FLAT GE 12 �. iROJND THE ENTIRE PERIMETER.PLACE_BEAD!N 7 LINE WITH ANY PRE-PUNCHED HOU-S OR SLOTS. PLATE HEIGHT l i CUT A ' A SHIM AND ADJUS"(Vd:NCOw TO ACM.;EVE 501JAP.E. LINE _ r PLUMB AND LEVEL CGND!T'ON.USE CORROS'ON I 2 fI RE56TANT FASTENERS.T-AS HEN WINDOWS PER g" '� _ JZZ WINDOW M.ANUFAC`LIPER SPECIFICATIONS. HARDIE PLANK - / I 1 �SiL FLASHING.^ 51DING TYP. SEALANT 6"HARDIE QWEATHEREC PE915TP/E 5ARRIER + – AT A 45 ANLL E GARE=LILLY GUT THE BARRIER ON A 12 TRIM 1"YP• DIAG-ONA'.GENTLY RAISE THE TOP EDGE OF THE BARRIER 5 �� UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WEATHER RE5I9TP✓E BARRIER ABOVE. 0 p JAMB FLASHING EXPOSED RAFTER TAILS FINISHED FLOOR EXTEND JAMB FLASHING TO GJERLAP SILL FLASHiNG. — EXTEND JAMS FLASHING 8-1/2"(220mrn)ABOVE ROUGH KTP OPENING AT HEAD.APPLY TAPE AT COPNERS TO 12 rEMPORAR!LY HOLD FLASHING;N PLACE UNTIL WEATHER p —� PLATE HEIGHT RESISTIVE BARRIER IS APP IED. INTERIOR VIEW I m WINDOW INSTALLATION METHOD Ij-1 TOP LEFT CORNER OF WINQOW INEATHERED RESISTIVE BARRIER APPLIED PRIOR TO THE WINDOW '✓',=NTILATED VINYL REVISIONS INSTALLATION.FLASHING APPLIED BEHIND THE MOUNTING FLANGE. HARDIE PLANK ® lel SIDING TYP. ® ® 5 FF[T-24"OVERHANG 6"HARDIE TRIM TYP. =ko 0 n'TRIM(TYP) FINISHED FLOOR NOTE: ?�"BAPJD :: mug SHAY FOAM INSULATION _ GRADE +' V E S I ` E NO F\,00F VENTING 1\EOUII\ED FEAR ELEVATION H M LS an .i Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 p Office: (904) 264-6553 Fax: (904)269-2729 DIMENSIONAL ®t 155 FIBERGLASS 'GLASS E5(TYP) 2 Atlantic Beach —17 Country Club 12 7 1 PLATE HEIGHT Wilkes Residence 24"OVERHAIN70- IE==Il — — ILA EXPOSED RAFTER TAILS 1� 0) Elevations 5 12 oil 1630 Atlantic Beach Drive Atlantic Beach, Fl. 32007 FINISHED FLOOR 12 _ 3 PLATE HEIGHT __ Drawn By ARJ Sheet TOPOF PORCH BEAM Date 03-18-2015 HARDIE PLANK SIDING TYP. Scale of 13"SHUTTERS TYP. plan Key Largo Al Mod 6"HARDIE v TRIM TYP. 6"HARDIE0) 4"P.T.POST TRIM TYP. WRAPPED TO 6"TRIM(T'(F) 361h RAILING 1oX10 TYP. Written dirnen51on5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dirnen5&5 and conditions of the jo'o. FINISHED FLOOR S"NAND HED FLOOR —— ——---- � Northeast Florida Design,Inc.here'�y reserves its comen law 'WIS__ o copyrights and other copyrights in these plans,de5i0n5 and ideas. t+ HARDIE PLANK These plans,de5ign5 and ideas are not to be ng copied or changed in any GRADE _ SIDING TYP. _ GRADE manner or form whatsoever,nor are they to be a55igned to any third party without firs-:obtaining the expre55 written pemrI6510n frorn LEFT51 D E ELEVATION Northeast Florida Design,Inc. y 12627 San Jose Blvd -- _- Suite 702 ortheast Jacksonville, FL 32223 Florida Design,Inc. 904 260 3319 mill MEMO l�O Es 1. KITCHEN OUTLETS TO 3E PLACED HORIZONTAL_ AND 46"AFF 2. UNDER CA3. LIGHTING 3. ADDT'L OUTLET IN GARAGE G: JAI — — — 5. (2) FLOOR OUTLETS ONFLV ING ROOM, FIELD r VERIFY LOCATION 170! � � ` � 6. (5) RECESS LIGHTS IN LIVING ROOM UJ/ r' I t r DIMMER SWI"CCH GAS 7. (4) RECESS LIGHTS IN DINING ROOM W/ Q / • GFl — — — — — — Q) ESWITCH � TANKLESS r(3) REGE o 55 LIGHTS AT PORCH W/ AHU , /: �� I , 8.GAS WH A/o DIMMER SWITCH COMP. 9. DIMMER SWITCI-1 ON KITCHEN RECESS 1 GF LIGHTS El SEC.SYS, I Gr,/rrP 10. GARAGE SVC. DR. � ' PREWIRE SERVICE OUTLET 11. ADD 3RACE AND PREWIRE TO PORCH PRE-WIRE& \ I r LINEN — — — — 1 / FOR A/C COMP. BRACE ONLY /' � CAB — — — — — , PRE-WIRE X'l BRACE ONLj PRE-WIRE& / r r--- / / BRACE ONLY j 1 i \ i LSI NY \ ~----------- cc (– ------------ ` ; n SINK ii N i !' OUTDOOR SHOWER ` ((�� T I F11 III r — ` I I 1 I 0 rG CO S 3 � f LOC/TE `X/ '� / \ ' \\ Q I I PANEL I s 1 t i BOX C0 --' REVISIONS F,--tr- UNDER PRE-WIRE& CAB BRACE ONLYLIGHfSPRE- IRE& i - i __--t/WONLY � tI ----_-_-- - ~`~ T CIRCUIT TO SWCH ` t BELOWITCH / i ! v-r ,' i cjF{ DDT'L ro 51� A / BFL +Ni 1 I D/W �� OUTLET / \ / / _------T_–__` i II SINK 1 C NIDISP, 001, 01 � I i , ■„ I�q u z GFI ■a . 2 NIS FLOOR ELECT1\ICAL FLAN ,1 r L - IRRIGATION CIRCUIT GH ` I 10 r j r_=t r °fir --- REF. ---- -:\ :Build With Confidence FLOOR OUTLET I` `\ v _ _ 414 Old Hard Road, Suite 502 GAS `� /' t FIELD LOG, Tf®~ j `� STUB u //� ' �.\I i�'�I ®`�\ — G -LX =@ ,\ Fleming Island, Florida 32003 t , \ - Once: (904) 264-6553 ! TO Fax (904)269-2729 ! PRE`✓VIRE& `. " ac / FLOOR OUTLET _ ___ FIXTURE BRACE ONLY – FIELD LOCATE Lot 155 TO I I E ir�rdDELtER i Atlantic each II ABOVE / I I 'i `, ;- - Country Club / 1 Wilkes Residence I I i PRE-WIRE& BRACE ONLY Electrical Plans - - 1630 Atlantic Beach Drive f E LEC�-KICA L L EGE N P � i �--___ _ _� l Atlantic Beach, Fl. 32007 O II 110 DUPLEX OUTLET - }- CEILING MOUNTED LIGHT AEW HALF-SWITCHEDOUT!_ET ---r--1-- --_„_r—®--_._. ----®---- Drawn By ARJ Sheet ' DULL-CHAIN �F, GFI DUPLEX OUTLET �� Date 03-18-2015 WEATHER PROTECTED OUTLET WAIL MOUNTED LIGHT Scale CEILING OU FLET (> 1/4" — 1 '-0" of ® PlKe Largo Al ModFLOOR OUTLET REGES�ED LIGHTFIXTURE 515T FL00 \ ELECTKICAL FL/,% 220 OUTLET ® 5P0rLIGHT O SPECIAL_ PURPOSE OUTLET Written dimen5ion5 shall have precedence over Scale dimensions. SWITCH EXHAUST FAN W/ LIGHT Contractors Shall verify and be responsible For dimensions and conditions of the job. 3-WAY SWITCH EXHAUST FAN FLUORESCENT Northeast Florida Design,Inc.hereby reserves Its common a�,v 4-WAY SWITCH copyrights and other copyrights in these plans,designs and ideas. DIMMER SWITCH FIXTURE These plans,de5ign5 and ideas are not to be copied or c'nango in any manner or form whatsoever,nor are they to be assigned to any third TELEPHONE CARRIAGE LIGHT party withcui first obtaining the express written perrni55ion from Northeast Florida Design,Inc. i cry CA3LE TV DOUDLE FLOOD LIGHT = -_ PREWIRE & 3RACE PANEL 30X �a � Bl CEILING FAN WITH LIGHT 12b27n Q SMOKE DETECTOR _____ :_:: .-.. L` � - Suite 702 ortheast Jacksonville, FL 32223 Florida Design,Inc. � �04.260.3319 i 4 i DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX NOTES 3,4 NOTES 1,4,5,6 ST-1......................STRUCTURAL SPECIFICATIONS Building Code OSB OR PLYWOOD PANEL EDGES REQUIRED TO LAP BOTTOM PLATE 13"AND BOTTOM DTT2Z (8)%"x 1 %"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN 2010 Florida Building and Residential Codes QALL WALLS O O MEMBER OF TOP PLATE. EDGE NAILING SHALL HAVE "EDGE DISTANCE ROM EDGE OF (NOTES 2,3) %"f0 x 4 Y2"EMBED EPDXY OR SCREW ANCHOR CS18/CS18 (9) 10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN 11 wZ PANEL. ST-3A....................1ST LEVEL ROOF FRAMING PLAN Code for Design Loads w = ANSI/ASCE 7-10 I- Q FLEXIBLE VENEER& MIN�/5"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d HTT4 (18)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) X w 5 MTS12/MTS12 7 " W = BRICK VENEER COMMON: 6"O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD. 2x4 BLOCKING I REQUIRED (NOTES 2,3) /a"fl x 6"EMBED ANCHORIN CONCRETE(NOTE 1) ( ) 10d x 1 / EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) Cn ROOF LOADING'...............................................Cd=1.25 Q J (NOTE 8) AT UNSUPPORTED PANEL EDGES. ST-5.......................TYPICAL WALL SECTION SHEET M TOP CHORD LIVE LOAD..................................20 PSF a JQ BRITTLE VENEER MIN%s'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY /8d HTT5 (26)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, ST-6......................SECTIONS AND DETAILS TOP CHORD DEAD LOAD................................7 PSF (EXCLUDING BRICK VENEER) COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2x4 BLOCKING IS REQUIRED (NOTES 2,3) 5/"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MS24/MSTA24 (9) 10d COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) � N BOTTOM CHORD LIVE LOAD (NOTE 6) AT UNSUPPORTED PANEL EDGES. N ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) (20)SDS%4'x 3" SCREWS IN STUD GROUP LEGEND M MIN 15/2'32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION HDQ8-SDS3 MS36/MSTA36 13 1od COMMON EACH END --I ATTICS WITHOUT STORAGE....................... 10 PSF YON TILE ROOF DIA.x12' EMBED ANCHORIN CONCRETE ( ) UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL � U z PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND LL_ (NON-CONCURRENT) w _ (NOTE 7) EOR ENGINEER OF RECORD O BOTTOM CHORD DEAD LOAD...... o = rn 8"O.C. IN THE FIELD 5 PSF STHD14 (38)16d SINKERS INTO STUDS (11)10d x 1 Y2"IN TRUSS/RAFTER EW EACH WAY LO " Q 04 w MIN�/s"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH OSB ORIENTED STRAND BOARD O w (WET EMBED) HTS20/HTS20 (?1)10d x 1 Y2"IN TOP PLATE AND/OR STUD C WIND LOADING.... . . ....... O = z SHINGLE ROOF LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING .................................Cd=1.60 w - WSP WOOD STRUCTURAL PANEL 0 ASCE 7-10,3S GUST..... SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. LTT20B 10 10d x 1 Y2"IN STUDS (5)8d x 1 Y2"IN TRUSS �t N ...................................130 MPH ( ) SYP SOUTHERN YELLOW PINE _ BASIC WIND SPEED FLOOR DECK SHEATHING: 23/2'T&G OSB OR PLYWOOD W/10d 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 Y2"IN TOP PLATE SPF SPRUCE-PINE-FUR EXPOSURE CATEGORY.................................. C (NOTE 5) FIELD. CONT CONTINUOUS , BUILDING CATEGORY..................................... II s 16d COMMON& 5/" 7"DRILL (5) 10d x 1 Y2"IN TRUSS O.C. ON CENTER d ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: MIN /8'OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d ABU44 (12) x &EPDXY HA8/H8 COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. (5)10d x 1 Y2"IN PLATE LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. N INTERNAL PRESSURE COEFF........................ 0.18 (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) N C&C DESIGN PRESSURES.............................. (SEE TABLE 1) SHEARWALL(SW) SHEATHING: MIN 7/s'OSB OR PLYWOOD W/8d COMMON: 3"O.C.AT PANEL EDGES, 6"O.C. IN THE ABU66 (12)16d COMMON& 5/"x 7"DRILL&EPDXY / (9)10d x 1 Y2"IN STUD LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE M LL (NOTE8) FIELD. (12"EMBED AT GARAGE DOOR RETURNS) TSP (6) 10d x 1 %"IN PLATE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2"WIDE, LINO. _ a) N QTA 1 QUICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORS _ FLOOR LOADING..............................................Cd=1.00 NOTES: O HU48, HUC48, (14)16d COMMON IN HEADER QTB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS W Ln TOP CHORD LIVE LOAD..................................40 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15 2"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS I LIEU OF 8d RING HU28-2, HUC28-2 (6)10d COMMON IN BEAM SPH4/SPH6 (12) 10d x 1 Y2"IN STUD QTG QUICKTIE GREEN,SEE TABLE 6:UPLIFT ANCHORS J � N TOP CHORD DEAD LOAD................................10 PSF SHANK NAILS. (0.148"x3"LONG). QTO QUICKTIE ORANGE, SEE TABLE 6:UPLIFT ANCHORS BOTTOM CHORD LIVE LOAD..........................0 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU410, HUC410, � ~ BOTTOM CHORD DEAD LOAD...... (18)16d COMMON IN HEADER Z ■ �� :35 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 O W 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPF LEMENTS OF HUC210-2 (8)10d COMMON IN STUD/HEADER OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS SPECIAL FLOOR(GAME ROOM)LOADING....C = 1.00 THE APA Y C, (4)SDS Y4"x 1 Y SCREWS IN TRUSS/RAFTER QGT 18 10d x 1%"IN TRUSS W/QUICK TIE UPLIFT ANCHOR INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM U Lr TOP CHORD LIVE LOAD..................................60 PSF (n 5. FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND T AVOID HGA10KT (4)SDS Y4"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 TOP CHORD DEAD LOAD................................ 10 PSF SQUEEKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. SPECIFICATIONS i BOTTOM CHORD LIVE LOAD...........................0 PSF 6. BLOCKING AT PANEL EDGES IS AN APA RECOMMENDATION PER TECHNICAL BULLETIN Q370(STUCCO). ) 7 152"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.S OULD LGT3 (26) 16d SINKER IN WALL FRAMING QGT2 (30) 16d x 1%"IN TRUSS W/QUICK TIE UPLIFT ANCHOR ,STRUCTURAL WOOD BEAM N _ cu BOTTOM CHORD DEAD LOAD........................5PSF 12 SDS Y4"x 2 Y2"IN TRUSS ) TO SLAB AS SPECIFIED ON PLAN Iq MAXIMUM FLOOR TRUSS SPACING...............16"O.C. WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32"APA RATED OSB OR EQUAL MAYBE USED TO SUPPORT TILE ROOF. ( ) (NOTE 2 a) 8. WOOD STRUCTURAL PANEL MAY BE:INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PAN EL EDGES W/ NOTES: Uj _0 WALL STUDS FRAMED AT MAX 16"O.C. FOR WALL STUDS FRAMED AT 24"O.C.,2x4 BLOCKING IS REQUIRED AT UNS PPORTED O DEFLECTION CRITERIA 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. PANEL EDGES, BLOCKED WALL FIELD NAILING IS PERMITTED TO BE 12"O.C. 2REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. A FOUNDATION KEYNOTE CALLOUT ROOF TRUSSES.............................................. LL/240 . 14- TL/180 - TL/180 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): I-- T_ d' TL MAX 1"UP TO • QTB= DTT2Z, LTT206 STUD COLUMN KEYNOTE CALLOUT • QTG=HTT4 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS O 40'SPAN TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING IN O. • QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) U • OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 NOTES 1,2 TO MATCH WALL FRAMING SIZE AND GRADE, LINO.4. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED Y TL/240 ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 2 STUDS w U) TL MAX 3/4' BRITTLE FINISH-U240 FLEXIBLE FINISH-U1 0 5. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN Q< BEARING CONDITION WALL . Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST DTT2Z BOTTOM OF STUD COLUMN CONNECTION WOOD I JOISTS. LL/480 &STUD TYPE HEIGHT WALL HEIGHT 6BASE ANCHORS, CS16,POSITIVE PLACEMENT GUN NAILS,2 . S, LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN ............................ TL/240 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT AND MSTA FLAT STRAPS .i? T Z TL MAX Y2" 2x4 SPF STUD - TABLE 8: SPECIFIED SH EARWALLS IOR QT-REQUIRED FROM TOP PLATE TO SLAB. 0 •2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL o NOTES 1,2,3,4 'COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM _2x4 N0.2 SPF -- -- -- -- -- -- _ U END STUDS TO TOP PLATE CONNECTION 2ND LEVEL TOP PLATE TO SLAB. O (2)2x4 N0.2 SPF,2x5 N0.2 SPF HEADER STRAPPING KEYNOTE CALLOUT It w 0 z p LID O 24 24 24 24 24 24 24 24 4 24 � 2x6 SPF STUD,2x6 N0.2 SPF SW TYPE CONNECTION - TABLE 1 : COMPONENT AND 2x4 SPF STUD SW1,SW2,SW3,SW4 QTB/QTO NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD �It' Q m ❑ W LL Q z It � ❑ = LdLd YI- p W ❑ 0 2x4 NO.2 SPF - -- -- -- __ __ __ III 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. TYPE OF STRAP CONNECTING HEADER TO JACK STUD LO m 0 ❑ 0 m 0 0 J rn CLADDING DESIGN PRESSURES - - -- 1 MSTA24 z 0 - w 0 2. QTB/QTO MAYBE SUBSTITUTED W/(2)MSTA24/MS24, (2)H8,OR(2) Q w 0 z o m Q Q j W 0 p (2)2x4 N0.2 SPF,2x5 N0.2 SPF III DSP. 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION F m F w TLL 2x6 SPF STUD,2x6 NO.2 SPF 24 24 24 24 24 24 24 24 4 24 ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION, SHEET ST-5. °x: • ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP z o a W 0 0 w � N N WINDOWS AND DOORS •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD ❑ m w III (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) �, W 0 a z w J m z ❑ EFFECTIVE ZONE DESIGNATION NOTES: III ``' �, ROUP TO 1ST LEVEL STUDS/HEADER/BEAM. U) z m ❑ a >. W w W N 0 z n W Q Pa19 (nIWWNI- - WW WIND AREA IZ-Interior Zone 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED O HERWISE III (2)ADDITIONAL WALL STUDS REQ. FOR QTO NU OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP Z Q = m W CI 11 Ll W Q (psf) EZ-End Zone(psf) IF STUDPLAN. END STUD GROUPS U5 Q � z 0 'L 0 Z W IL 0 1 0 LL 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 £, 0 W W w I m p 0 0 W j 0 Q w 3. WALLS DESIGNED AS UN-BLOCKED. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. III -HEADER FRAMING KEYNOTE CALLOUT m ❑ a n n z W w z W ❑ Q W 21 -50 ft2 +23.42 -25.51 +23.42 -30.58 BLOCKING AT HORIZONTAL PANEL EDGES`1S RECOMMENDED FOR STUCCO VENEER,SEE TABLE 2. SW1, SW2, SW3 ONUMBER OF KING STUDS EACH SIDE OF OPENING W z _ D W �- z I- w 1_ 0 z ,. III 2 2 zxl o T,1 /2�-., � � � z zax� oo Q � - = W ❑ zW# ti� W wwZ _x4W � Qa W 51 -100 ft2 +22.01 -24.09 +22.01 -27.74 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS I SW4 3 w � Mw2l- OOON z 11 101 -200 ft2 +20.91 -23.00 +20.91 -25.56 NOTES 1,2,3,4 �M �+�+ III 1 REQUIREMENT.DS MAY BE INCLUDED FOR STUD GROUP , _ NUMBER OF JACK STUDS EACH SIDE OF OPENING Z z = } Z Q 0 z z a � Z LO W w z PRESSURE TREATED LIMBER III S!2-E OF HEADER(ALL HEADER TO BE NO.2 SYP z z 0 0 z > L` W W I N z z I DIAMETER_ LENGTH III SUNLESS DESIGNATED AS LSL, LVL, PSL,OR WSP) W W z � F m w Q N W Q 2 I- < VINYL PRESSURE(psf) +24.61 -32.95 END STUDS CONNECTION(NOTES 5 6 7) W _ ❑ t7 W tD I.- n - 8d COMMON 0.131" 2'/z" PRESERVATIVE FASTENER PE I I I III 1ST LEVEL 2ND LEVEL STRAPPING NUMBER OF PLIES IN HEADER Q I Q z >- z j < 0 w _ 0 Q s GARAGE DOOR PRESSURE SEE FRAMING PLAN s SW TYPE ! _ 0 F. F- IZ �� Y � Z Wf] Wt- � 8d RINGSHANK 0.113" _ 2-/ I I HOLD DOWN (IF QT-NOT APPLICABLE) 1 Z w a - m w ❑ I W 0 z 10d x 1%" D.148" 1%" ACZA STANDARD CARBON STEEL I III fY 0 W z Q t- I- • I z 0 I I SW1 QTB OR DTT2Z MS36/CS16/MSTA36 O Ul- _ 3NmwQ ❑r9t- _ UL1 10d 0.131" 3" STAINLESS CONNECTORS AND I III - FRAMING !`�O;TES 1 SODIUM BORATE(NOTE 1) FASTENERS REQ IRED. III SW2 QTG OR HTT4 (2)MS36/CS16/MSTA36 1, POWERS AC100 TEAL 11 GOLD, OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE LL SHEET NO.: 10d COMMON 0.148" 3" I I( SW3 QTO OR HTT5 (3)MS36/CS16/MSTA36 Z CONNECTORS MUST HAVE ANCHORING. QUICK*TIE CONNECTOR OR THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A ST- 12d COMMON 0.148" 3-/4 SW4 HDQ8 (4)MS36/CS16/MSTA36 1 Z-MAX,G120 OR TRIPLE ZINC III III HOLE/s"GREATER TOAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL THE HOLE IN THE CONCRETE 16d SINKER 0.148" 3-/4" ALL OTHER PT (NOTE 2) AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER STRUCTURAL 11 1 (INCLUDING ACQ& MCQ) COATED FINISH. BOTTOM PLATE ANCHOR SPACING(NOTE 7) INSTALLATION. 16d COMMON 0.162" 3-/" ALL FASTENERS UST BE HOT 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND O NOTES: DIPPED GALVANIZED. SW TYPE MAX ANCHOR SPACING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND SPECIFICATIONS 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: DETAILED BY SW1,SW2 DIA.@ 24"O.C. OR%2'DIA. @ 24"O.C. OTHER. JOB NO.: 3/" 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON - 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS O SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY SW3 3/e"DIA. @ 16"O.C. OR Y2"DIA.@ 24"O.C. LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. RS0602 F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAV= BEEN PROVEN SW4 3/a"DIA.@ 12"O.C. OR%2'DIA.@ 16"O.C. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 0 SUBDIVISION: 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 E 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 GAL V IZED NOTES: FOUNDATION WITH LIKE STUD PLIES. O Atlantic Beach A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY BE USED IN CONTACT 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. -f FF SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL, HOWEVER THIS APPLIC TION MUST BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF STAGGERED.L Q Country Club 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRI R BETWEEN WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3,SW4, OR SWB ON THE PLAN. 7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIAL 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. 8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. LOT NO.: 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT9. ALL MULTI PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR z 155 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. � >_ FLOOR PLAN: NOTES 1,2,3,4, 5 5. 2ND LEVEL SW'S-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: , • HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. of Key Largo-A1 CONCRETE/ IN. EDGE DISANCE • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. IST LEVEL STUD GROUP TO SLAB WITH HOLD H EAD E RriFRAMING o SYMBOL DESCRIPTION MASONRY TENSION CAPACITY DOWN. Z DESIGNED: EMBEDMENT MONO ITHIC SLAB CMU 6. DESIGNATED SW S WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. 1. ALL HEADER JACK ANQ KING STUS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON @ 8 " v MJP/JEF 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. 1 W %"WIRE ROPE e"STEEL STUD 23/4'/23/4' 910 LB. 1 3/4. 2'/4.. ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 2. WSP HEADERS ARE W�JOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: F- REVIEWED: 4.7 FT FAITWO STORY 2"x 2'x,"WASHER @ TOP PLT • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. 1 ST FLOOR (TYp) END ZONE X DESIGNATION © ONE STORY QTB(QUICK TIE BLUE) CONCRETE AND FOUNDATION NOTES • ATTACH TO,ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d W DBM COMMON 43,' O;C. 1s"WIRE ROPE A STEEL STUD 4"/4" 1,527 LB. 1 3/a" 2�4 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING Q REVISIONS DATE © TWO STORY 2%"x 2%"x%"UVASHER @TOP PLT ( ) MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE O - 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). G ONE STORY QTG(QUICK TIL 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 a z' 1 3/4" 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 3. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR WIRE ROPE- STEEL STUD 4' /4" 2,839 LB. 2/4' 2 © TWO STORY 3"x 3"x 3/s'WASHER @TOP PLT 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): 00 O ONE STORY QTO(QUICn_TIE ORANGE) 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. • HTS16 W/(10)10d x 1-%"@ 16"O.C. 0 _ 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 sf IN ACCORDANCE WITH • MIN 18 GA.COIL STRAP WRAPPED OVER TOP PLT W/MIN(5)10d x 1%"INTO EACH SIDE OF HEADER OR z 5 5 p - ❑ WIRE ROPE•• STEEL STUD 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). O 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. 1s s 6' /6" 4,455 LB. 3" 3,I 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. 0 (� NOTES: SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 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 2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. THIS CONDITION EXISTS. QZ .3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFE TO 10. TO CONTROL CRACKING, CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR OPENINGS > 6' z TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED C21A LOCATIONS. ALTERNATIVE METHODS. OPENINGS IN 2x4 STUD WALLS GREATER THAN 6'REQUIRE A(2)2x4 N0.2 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 O • EXTERIOR 2x4 WALLS: (2x4 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(6)12d COMMON TOE-NAILS AT EACH END. ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, f- -QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS OR SHEATHING CONTACT THE ENGINEER OF RECORD. OPENINGS > H� OPENINGS IN 2x6 STUD WALLS GREATER THAN 8'REQUIRE A(2)2x6 N0.2 SPF PLANK ORIENTED U SPLICES, NO ADDITIONAL STUDS ARE REQUIRED) •AP • -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL FRAMING TUDS). (2X6 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(8)12d COMMON TOE-NAILS AT EACH END. L� • EXTERIOR 2x6 WALLS: PRE-ENGINEERED TRUSSES & I-JOISTS Q -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 TUDS) SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH - � t,S F�UC UR/�L E, GJNE RING', 5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CABLE. ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET j ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER (}��. I CONSTRUCTION IS COMPLETE. � �, �3 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMINGFT r� 2ND FLOORP) END ZONE CONVENTION OF THE LAYOUT SHOWN HERE. DESIGNATION 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL 4.7 (TYU; WITH THE TRUSS SHOP DRAWINGS. W, r l 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT �! RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. X a i '.. mitis 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE 0- � "''Mrdjs,ff.f,M'urrax f�E ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. QT ENGINEERING Q ''IPfEd Nd 171457 03-12-2015 4"CONCRETE SLAB W/ GENERAL FOUNDATION NOTES 6x6 W1.4 x W1.4 WWF OR 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE FIBERMESH A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE t_-7/7__//\ 8"MIN %28"MAXPROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S ��77_</,,//, /r\/\///\ o f// / RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. \ \\ \ 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT / o. ti 12"MIN` \/\\/\\/\\/\% 50'-0" 5'-0" SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL M VAPOR BARRIER // / / \\\ .• \/ r/�/\ \//\//\//\/ FOUNDATION WORK MAY BE REQUIRED. O //\ . ��• �j\ \\r\\j \ \\ \ \ 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN N /\ ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL N M _ _ _ _ _ _ _ PLANS FOR LOCATION OF SLIDING GLASS DOORS. FOOTING TO BEAR ON 6"OPT. EXTENSION IN BRICK J - - - - - - - - - - - - - - F - - - - - - - - - - - - - - - - - - - - - - - g 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE IN LL FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN O — � - - - - - - - - - - - � - - - - SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. � 12"UNDER 1 STORY WALL I - - - - - - - w - - - - - - - - - - I CONTROL JOINT (CJ) NOTES: WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 I I - I 0 BAR IN BRICK LEDGE I I �II i I 1. TIMING � 0 � 16"UNDER 2 STORY WALL I (D ' I u CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE C) 0) WITH(3)#4 OR(2)#5 CONT I I - I I CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING , C I � I I THE COURSE AGGREGATE FROM THE CUT, MAKE THE CUT. N (!)MANI ONOLITHIC FOOTING SECTION I 19'-0" 0O T-8" 13'-10" I I I I CUTS MADE THE NEXT DAY DRAT SUBSEQUENT TIMES DO NOT PROVIDE NIF GROUND ADJACENT TO FTG SLOPES DOWN I I I IIADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. M LL AWAY FROM STRUCTURE STEEPER THAN 1'-0"VERTICALLY PER 3'-0"HORIZONTALLY, I I I I i 2. DEPTH r I THE CUT SHOULD BE AT LEAST 1"DEEP, BUT NOT MORE THAN 1 %4'DEEP. N CONTRACTOR HAS TWO CHOICES: I 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE I - - - - - @71 1 OOF EOR TO PREVENT EROSION OF SOIL. I � I .0 J 3. SEALING J �I2. USE STEMWALL FOOTING I �I I I I THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC N I T I /q I ADHESIVE SEALANT, BACKER ROD IS NOT REQUIRED. z ■ (n FOUNDATION KEYNOTES: U) = I I I I Cn j l i i I I j 7 I 4• x I 8"x8"DEEP THICKENED EDGE -� (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF I I I I kl I I Q W/(1)#4 CONT OR FIBERMESH I I I I I I � _ L I I � I 12"DEEP FTG W/#4 @ 12" LU L - - - - - -- IAEW _ I I I I UNDER BOX COLUMN, .; ° .° 4 I _ o FTG TO BE PROJECTED MIN O \ \ ° : \\ \��\/\\ N 2 I I N 6"LARGER THAN BOX Cl)4 �\ I I- _ I Cl) I I I '' COLUMN ON ALL SIDES d. . - - - - - - - //\\ \ �4 r I I - - - r - ;I, I - - - - A16"SQx12"DEEP FTG W/ - - - - - - - - - - - - -r VAPOR BARRIER I - - - - - I I 3 16 - U t N L - - - - - - - - - - - - - - - - -I I- - - - - o I 24"SQx20"DEEP FTG W/ I Q Q BEARING WALL FOOTING SECTION I 3 I I PROVIDE STEPS�j , I (3)#4 EW 3 I 3 I I PER BUILDER I I 30"SQx20"DEEP FTG W/ I I I I (4)#4 EW H 15'-2" T-6� 3'-112' 8'-4 2 I I 5'-6" 13'-6" I I 5'-0° cn ^� Q O#4 WO,.DEEP FTG W/ LID z 2 ❑ � a aW o Q ❑ aui CJ n, I I 48"SQx24"DEEP FTG W/ ti Q o = Y o �` w o 4"CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR I I I I G (5)#4 EW,T&B w FIBERMESH I I I ~ QHa ° zom < w < nWLL ❑ ;` I 4"CONCRETE SLAB W/ O a > ° N III� ❑ U 0'-0"A.F.F. I w w w _j 0 LL. ° SEE ARCH. I I I I I 6x6 W1.4 x W1.4 WWF Z ° a m ❑ w F- ° >_ z o DWGS. I i 1 I I ;_ OR FIBER MESH (n ° ❑ a . z F w _j m a � w F I I I (1)#5 CONT. W Qa � Qt� u� = ww , 0 Li REV: 03-24-15 8"CMU CHAIR BLOCK W/ z a ❑ a } w w m m ❑ z w 8"MIN I I TOP OF Z FwFmoa � IF- wzwQO = as a ----------------- w Q ° w ❑ z w X ° E o - - - z_ 00 a r, z w z o E w L - - - - - - - - - - - - I / w ° ° w 8"x8"THICKENED 8" \\ \ \ \ ' FTG AT STEP-DOWN, I //�/ / ° zzaxl� ° � Q � wN �` 0z SEE PLAN VAPOR BARRIER I ^ I r - - �- - - - - - - - - -� VAPOR BARRIER ///\/ 00 W W � Z W w 2 W w N w LL z L - - - - - F � 3 I to I I / z ? = - z< 0 _ _ aoomawo II I o PAVERSB I �\ 1 U r� 0z >- Lwwa ° u� ? z = - #4OR#5VERTREINFORCING /\\/\/ % Z z � ❑ Qmz - aQ � z3 � � Q ❑ N w Q R U CURB STEP SECTION I N I I _ — — — — — — — I t BUILDERj1 I EXTENT OF ; $ �� UP TO 3 COURSES: 72"O.C. \//\\/ //\\//\\/ w W ? o L9 w Cw7 I- f a w t - ' I �• 1 I I I I � \� z I PAVERS I 4 TO 5 COURSES: 48"O.C. ;�/�/ /\� / � F = z �F Y � Z W 15 0 1— I I L - - - - - - - -i- I � . I. o owa � . QF ❑ � = ° oma O � w� ? 3cvaNQ ❑ca ? n ° LL /\/ SHEET NO.: Gs I I I I I 3 0 ADDITIONAL#4 OR#5 IN O ST-2 2'-0" 1'6' 1'-0" FOOTING TO BEAR ON FIRM //� / BRICK LEDGE �7 I 611 i I I I i I UNDISTURBED SOIL FOUNDATION NO 4 OR NO 5 @18' O.C. VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE = I = NOTED ON FND PLAN O ! 4' CONCRETE SLAB W/9"BEND @ BOTTOM I I I I T-6" ' 9' 0" 2'-6" co TO HAVE 6"BEND AT BOTTOM � PLAN W/6x6 W1.4 x W1.4 a I I JOB NO.: + WWF OR FIBERMESH VARIES g"MIN I I I I CAST-IN-PLACE FOOTING SPECS O 2 1 STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT v RS0602 28 MAX I 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT Q SUBDIVISION: � 4 ti// 12"MIN./ //\//\//\// CMU STEMWALL SECTION / a / / / /\ o Atlantic Beach I L — - - - - I L - - - - - - - - -- -I- - � I 2 CountryClub /\ i/ / � i� I - - - - - - - - -J 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Q VAPOR BARRIER //\ I FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 J 6"OPT. EXTENSION IN BRICK �- - I � - COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS - LOT No.: -I I MAY BE OBTAINED FROM THE ENGINEER OF RECORD. Z 155 LOCATIONS ON FND PLAN I I 2: SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY sE ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0 FLOOR PLAN: LL O 12"UNDER 1 STORY WA j WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 I Ke Largo-All BAR IN BRICK LEDGE I I I I U-0"A.F.F. Z DESIGNED: g 16"UNDER 2 STORY WALL I I WITH(3)#4 OR(2)#5 CONT I (BEYOND) U BLOCK W/ I PROVIDE STEPS TO 4"FLOATING CONCRETE � (1)#5 CONT w MJP/JEF N SLAB W/6x6 W1.4xW1.4 U SIM NO SLAB I GRADE PER BUILDER N WWF OR FIBERMESH > I- REVIEWED: 5 GARAGE EXT WALL CURB SECTION N I 7 SIM NO SLAB Z w DBM � FINISH � GRADE Q I I \//\ REVISIONS DATE /\/ AlWINDOW SEAT SIM O SLAB I f` 03-24-15 ,..•� ,:, �\��\\� #4 OR#5 VERT \\ �\����. �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + I I REINFORCING @ \/\\ \\/ Z MAX 72"O.C. i 4"CONCRETE SLAB W/ O 6x6 W1.4 x W1.4 WWF OR L o w r 2 FIBERMESH - 0'-0"A.F.F. ':, \ r� Q SEE ARCH. 1'-10" 27'-4" 1'-10" FOOTING TO BEAR ON FIRM Z °----�- DWGS. ADDITIONAL#4 OR#5 ° •4 a ° ei UNDISTURBED SOIL U) 4 � _ ° a. IN BRICK LEDGE � ° 191 31'-0" VERT REINFORCEMENT TO 0 HAVE 6"BEND @BOTTOM 4"OPT BRICK LEDGE NOTED ON FND PLAN • a / 50'-0" CAST-IN-PLACE FOOTING SPECS • • 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT VAPOR BARRIER 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT Q 12"UNDER 1 STORY WALL WITH (2)#4 OR(2)#5 CONT NGIN l; "•. CMU STEMWALL SECTION iGw >' ' WALL t 7 U 16"UNDER 2 STORY / WITH(3)#4 OR(2)#5 CONT 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK O ° FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 .y cs/ F COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS Z 9 _ ° ; D BEARING CURB STEP SECTION MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY W 1 ' "t E OF °ujj fi � ,d "I O ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. + � FOUNDATION PLAN -T �. Q P.E.�No?11457 ® QT ENGINEERING 03-12-2015 FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 1 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. Cn 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: M A. 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 M FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. J O LL 4. PORCH BEAM FRAMING NOTES OLID - A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. O C NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 000 WALL, TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT �f ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH � q BEAM TO STUDS W/MS24, HTS20,OR MSTA24. IC B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N E N B PORCH BEAM TO TOP PLT W/MS24,MTS12,OR MSTA24. M WSP HDR-0/2 (2)2x4-1/2 (2)2x4-1/2 2 STUDS U- w _I NOTE 1 0O C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. L i nj QTA w PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR Lp PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR Ld 4 WSP HDR-0/2 w MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. J wz D. BEAM ATTACHED TO EXISTING FRAMING Z ■ co ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS O )' W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. L - b 5. HIGH UPLIFT WALL: INSTALL QTB @MAX 48"O.C., REQUIRED Q + AT THIS SECTION ONLY B Cq CID 6. BLOCK ALL PANEL EDGES OF SHEARWALLS; FASTEN SHEATHING TO ALL 00' _ ` FRAMING MEMBERS/BLOCKING w/8d COMMON @ 3"O.C. EDGES,6"O.C. FIELD LLJ � > 0 M ■ �� �' cn O U `x WSP HDR-0/2 Y S W3 Q NOTES 3&6 O B A WSP HDR-0/2 ZO 3, x 9%4'L 1 1 (2)2x10-1/1 Q 2 STUDS o 0 2 STUDS U) QTB QTA 3%"x 9%4'LS L-2/1 W w m 4 , p ❑ 1 MSTA24 Q ❑ m ❑ ❑ wL ¢ z W1 1 LTT206 C7 00 � � W0 _j aNm •PACK SOLID BELOW TRUSS ¢ F W W z o m ¢ mm Q j W ❑ ST-6 FG02 W/MIN(5)STUD O w w m 0 N w w ❑ w m D (2)2x6-1/2 •FASTEN STUDS TOGETHER W/ a Z 0 a w W F o �` w - o m (2)ROWS 10d@8"O.0 m (n 00ma . zWF. w � mOZW STAGGERED M M W Q11P < LD n = wwNF- - UJ W F = ❑ U •FASTEN EACH HDR TO STUD �, Lu ¢ = z w ❑ W m z w a z Q w GROUP W/MSTA24 F- F- ❑ ¢ ❑ a ❑ ❑ •STUDS TO SLAB W/ 20B z o � wa = m �` � ❑ W � o ¢ w m ZZQXFaQFZ❑ N ❑ < oz WE - ow Hz ¢ F= wu]_ m - W wwz w ¢ WUn � w 129 Wm ¢ �aIF- O - zuiww Z IYzQp aU ❑ t7Qw:0 C� Zooz >- Lwwa � NZZ19 wWw -j2 - Wj¢ FwQ � � ¢ 3/ x 9/a LSL-2/3 W z t7 w ID l- �n � m m w U (2)2x6-1/2 73STUDS W0 0 (2)2x4-1/2 p F- = zF- I-- Y � zw00wFw REV:.03-24-15 O � zU ¢ - Um ❑ = Woz ¢ -j - GARAGE DOOR DESIGN I ❑ w m . ¢ . _ ❑ WINDLOAD(PSF): L— —J QUI- � 3Nam ¢ ❑mF ? UU WSP HDR-0/2 +21.89/-25.56 -� U- SW3 ": SEE CHANGE IN G1 Z SHEET NO.: I S PLATE HEIGHT Q NOTES 6 ST-3 O O DETAIL,SHEET ST-6 ST-6 LA 0� STRUCTURAL 'Ico 2 STU 8 ? 0 2 STUDS j o 11 FRAMING PLAN 00 U; Q JOB NO.: m o RS0602 o = Q N p SUBDIVISION: W LL o o Atlantic Beach Cl N Country Club oZ a (2)2x6-1/2 w � (2)2x12 NO.2 SYP PT LEDGER,ATTACH TO LOT NO.: N SOLID FILLED CMU FDN WALL W/(2)ROWS z 155 %"O x 6"EMBED DRILL&EPDXY OR 0 �? EXPANSION ANCHORS FLOOR PLAN: SP HDR-0/2 3 1/2"x 1/4"-2/2 (2)2 0-1/2 (2)2x12- 2 0 0 Key Largo-A1 Q F q w O m z DESIGNED: NOTE 1� NOTE 4 LU MJPIJEF BALLOON FRAME TO 2ND LEVEL DBL f LT I I I H REVIEWED: SEE CHANGE IN dI I X DB SWC SW4 PLATE HEIG T W/(2)2x6 NO.2 SPF @ 12"O. . LU M DETAILSHEET ST-6 I � Q REVISIONS DATE 1CANTILEVERED 03-24-15 WINDOW SEAT NOTES I I I 1. FLASHING&WATERPROOFING ARE OUTSIDE I I m �)2x8 (2)2x8 OF STRUCTURAL ENGINEERS SCOPE&SHALL BE DESIGNED&SUPPLIED BY BUILDER I I I p BUILDER TO SUBMIT SHOP DRAWINGS OF I I I >Z PROPOSED HANDRAIL CONSTRUCTION FOR I I •2x12 N0.2 SYP PT JOISTS @ 16"0. > APPROVAL BY EOR PRIOR TO CONSTRUCTION I •JOIST TO LEDGER W/LUS210I O &INSPECTION. •RIP TO ESTABLISH SLOPE PER w a I I BUILDER X i I I Z - - -(2-}2x8- - - - - - - -(2)2x - - - — -(-2)-2x8- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 513 1 - - - - - - - - - - - - - - - - O 1- 4x4 NO.2 SYP PT 4x4 NO.2 SYP PT PEX 0 POST, (4)TOTAL POST FROM • FRONT PORCH FLOOR FRAMING P LAN ABOVE,(4)TOTAL Q C GINEERI G s w , e w y _ ° Y g `J FIRST LEVEL STRUCTURALFRAMING PLAN 1 /4" = 11011 '���.`g,5rt°tyJ � W Derek B. Murray, P.E. QT ENGINEERING P.E. No.71457 03-12-2015 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON 00 PN • SHEPANEL TO SW DBL TOP PLT W/10d @ 3"O.C. --�• 49'10" AR• FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. MN �� 2 x6 LONG N Z SYP SCABBED 2. TYPICAL BEARING BLOCK p RAFTER TAILS PER R TYPICAL WALL N SECTION,SHEET ST-5 • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH (V DIMENSION OF TRUSS MEMBER. M • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS J O 1- 00 O p r r r r r r N co M Ln (p I` 00 O L(7 BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. O O O O r r r r r r r r r r r r r- r r F- I— I— �-- �-- O O o C:) O LL ^ 3. LEDGER FRAMING NOTES: tN • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT r- O J05 HTS20 J05 EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 000 U) 24"O.C. SPACING) _ • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0 J-TJ06 LOCATIONS ON PLAN C:J 06 - • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER N PROTECTION AGAINST CORROSION E • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK M J07 J07 LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS ATLL N FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. Ld LID p JOS J0$ ROOF FRAMING LEDGER: J 2x6. (4)12d COMMON — ;f-+ V 00 7' 2 10, 71 2x8....................(6)12d COMMON Z ■ : JO8 J08 2x10..................(8)12d COMMON O ti 2x12..................(10)12d COMMON U) Cn -0 - r U FLOOR FRAMING LEDGER(W/NAILS): � J08 J08 PT 2x6................(3)16d COMMON -0 PT 2x8................(5)16d COMMON - i PT 2x10..............(7)16d COMMON O _ J08 J08 PT 2x12..............(9)16d COMMON W N N N FLOOR FRAMING LEDGER(W/SCREWS): H O Cfl PT 2x6................(3)%"x 4-%"LONG#14 WOOD SCREWS U) JO$ �— I— N N J08 PT 2x8................(5)%"X 4-%"LONG#14 WOOD SCREWS ■ o 2x12 NO.2 SYP LEDGER, D D D Z _ D D D D D r PT 2x10..............(7)%4'X 4-Y2"LONG#14 WOOD SCREWS d- SEE NOTE 3 ~ PT 2x12..............(9)%"X 4-%"LONG#14 WOOD SCREWS J J J J L J L L J J J J J LM L J08 M O Cq ;2z HTS20 FGE01 0 0 o O M O oo 0 o V U 4. OVERFRAMING NOTES Y N W O LL LL • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. GE01 HA422 F04 J d\- Q JO$ • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. < ` • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d TA422, CY) Z J 13 LTHA422 F05 J L J r 2 2 2 2 2 COMMONS MIN. O J08 EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT CONNECTOR. j O '� THA422 • x10 RIB N BOA TO EA.H • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. C� N OOR T SS W! )10d • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO CD r J 13 LTHA422 F06 J • TACH CH FLOOR TRU TO J08 RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. LO > a 0o J 13 THA422 I ST FL R WAL W/ MT 1 "It a w a z 0 ❑LTHA422 F06 N RAFTER SPAN SCHEDULE Q Q z N CJ m 0 w o w 0 L J O.C. I• a I ❑ D J08 SPACING LUMBER SIZE � J ❑ 0 _ P z 0 J p w 0 w a J13 THA422 r` Quo zomam� Jzz0 2x6 2x8 2x10 2x12 w w LTHA422 F06 N J 12" OZ WWW0 wwww ° N 'no ° JO7 14'-5" 18'-3" 21'-8" 25'-6" o a w a F a F 0 w � G E 01 THA422, 16" 12'-6" 15'-10" 18'-9" 22'-1" w Z 0 p a > w w w m U] m 0 z o N W QaPQ [qNIwwN � Nw � 24" 10'-2" 12'-11" 15'-4" 18'-0" w ❑ w F- _ = w 0 z U 00 HTS20 F07 J J06 Z a = oQJaa � FXzw � w O -LHA422, 20 L.L./15 D.L.#2 SYP U Q w w a D a w z ❑ W w Q Q 00 5 Qaw w o 0 Ow FO7 N £. HTS20 m [9QawOzwwzU] OQ2w J ,J05 CEILING JOIST SPAN SCHEDULE � z Q X F 0 0 I- 0 ❑ z THA422, LUMBER SIZE w w z z w Q w 3 u m w � z O.C. W X 0 Q 1�10�� J O O O SPACING 2x4 2x6 2x8 2x10 z z = > Z Q 0 Z � a 0 0 CN7 Q w 0 - F07 r N N CD 0p0Z } w [AwaONZZ = - N N t z z 0 < Mz - ma � z - � " _ THA422 d d 12" 11'-10" 18'-8" 24'-7" 26'-0" W w Z - w ❑ N w Q i I- n N Q Q NOTE 1M _ ❑ [7wt7P F � aO - FO$ 2 2 16" 10'-9" 16'-11" 21'-7" 25'-7" Q 1Qz } zlQnwa - oWaw J LF- J Lam' FS01 FS01 FS01 2"x6"x6'LONG NO.2 SYP SCABBED F z n Q v 0 0 z O w w z a ` RAFTER TAILS PER TYPICAL WALL 24" 9'-3' 13'-11" 17'-7" 20'-11" 0Y 0 w � • Q F � � • = 0 0 CV FG03 SECTION,SHEET ST-5 10 L.L./5 D.L.#2 SYP O 0 3 N a Q ❑ �7 F ? v v F08 -j 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY Z SHEET NO.: r [ (yt BUILDER IN ACCORDANCE WITH FRC R302.12, O ST-3A _ F08 00 1= N o ROOF FRAMING F08 r a PLAN O JOB NO.: F08 N Q RS0602 SUBDIVISION: CV ' F08 3 o Atlantic Beach 2x10 NO.2 SYP LEDGER, Q Country Club FGE03 N SEE NOTE 3 i LOT NO.: o 8-- - 0 - (D (0r (0r r z 155 J 12 � c`Vn � o N � J 12 ,� >- (,r FLOOR PLAN: N N Ke Largo-Al _ D _ o Y 9 J12 J J J J 1 2 Z DESIGNED: MJP/JEF LU J12 J12 REVIEWED: cel 7' 6' 6' 7' w D B M r J 11 J 1 1 Q REVISIONS DATE J10 J10 m 0 J09 m J09 z O O r O O r N N r O O r O O � O Uj TRUSS ENGINEERING NOTES: z 2"4"x6LONG NO.2 SYP SCABBED RAFTER TAILS PER TYPICAL WALL • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL p 11 SECTION,SHEET ST-5 0 00 ao 00 O TOP PLATE CONNECTIONS SHALL BE ACCORDING Ir- , TRUSS T o- 26'11 191 TO THE TYPICAL WALL SECTION SHEET. PEXv 5110"8 r • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING 11 Q W STRU TURAL >- %%tOA'd114 tRINQ� w U - 11 11 W Cdr ' � - FIRST LEVEL ROOF FRAMING PLAN 1 /4 = 11 0 ,s.. X r W aq u, Dej-yek,B. Murray, P(-E ; QT ENGINEERING �' >,P.E-N203-12-20,1:5��-Q ' 1.501 FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. Cn 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: MO A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS N BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3' O.C. 0CV B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. J O LL 4. PORCH BEAM FRAMING NOTES N A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. O NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 000 N WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT It ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH 0 BEAM TO STUDS W/MS24, HTS20,OR MSTA24. B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N N PORCH BEAM TO TOP PLT W/MS24, MTS12,OR MSTA24. M LL C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. - j LL (� PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR O PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24,MTS12,OR W Ln MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. J D. BEAM ATTACHED TO EXISTING FRAMINGZ ■ 3 ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS O W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Y 5. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED Q AT THIS SECTION ONLY O It (1) O 2 STUDS 2 STUDS N 2EUD N 2 STUDS LO o U)or ■ QTB w QTA ~ ~ MSTA36 � O U _ Y Q W P HD 0/2 WSP HDR-0/2 O H H U) VV\\\r- r4/"'\L- tiWw 0 �Q❑ wLm Qm ❑ a z (n 2a0 � zwJ WSP HDR-0/2 0oci � 04 WzoIn � ] Wom < UOW ❑ wWW U] Ln ❑ oWwUp � maFB ❑ F } wzF ❑ I- J m (0 zaLLI � QL7UlIwWLoI- OW W Z < 1F- WjMMhl=- M ❑ZW QLD ❑ Q 7 owzaom ❑ zoWOQQ � It W w = p p ❑ w m r� Qm ❑ ❑ ZWwzU7 ❑ QFW Z7 0z W Wwz XQW � QaN wZ Z Z W } W 1L a Z Z J U ❑ U F W z CV WSP HDR-0/2 Z WW � am ❑zLL N � Q � z3 � FQ WSCJ P HDR-0/2 W w � ❑ � 19 LW7l❑- w � � U - W � z � ¢ pF � � o = � � w 0 QF F - 120 -j J O � 3N1w < 0L7F - UU LL a O Z SHEET NO.: o711 Cj ST-4 LU STRUCTURAL > � o a 0- FRAMING PLAN W N N O JOB NO.: OO � U W z Q LU WSP HDR-0/2 9 SUBDIVISION: Z § O Atlantic Beach J 0 �- 0 Country Club Q Q (2)2x8 (2)2x6-1/2 (2)2x8-1/2 m LOT NO.: z 155 BALLOON FRAME TO DBL TOP PLT (,r FLOOR PLAN: $W2 W/(2)2x6 NO.2 SPF @ 12"Q.C. o Key Largo-A1 QT'S NOT APPLIC BLE W/SW4 BELOW,SEE TABLE 8 Q ON SHEET ST-1 FOR 2ND LEVEL SW STRAPPING Z DESIGNED: w MJP/JEF I— REVIEWED: ( w^ DBM Q REVISIONS DATE m 0 W r Z O W Q z U) O F- eA' PEX U- HNOLOGY TA-UCT N}- NEE IN (D(� 4' O* v, � y� Z.", W` SECOND LEVEL STRUCTURAL FRAMING PLAN 1 /4 X rr t W Q QT ENGINEERING PE'No171457 03-12-2015 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. • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. M 2. TYPICAL BEARING BLOCK N • 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. 00 LL 3. LEDGER FRAMING NOTES: L • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT I` EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX � 0 (6 24"O.C.SPACING) 4 • 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 CORROSIONN • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK N 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 Ln ROOF FRAMING LEDGER: 2x6....................(4)12d COMMON J a 2x8....................(6)12d COMMON Z ■ 2x10..................(8)12d COMMON 0 W 2x12..................(10)12d COMMON U �e Cn FLOOR FRAMING LEDGER(W/NAILS): PT 2x6................(3)16d COMMON -2 PT 2x8................(5)16d COMMON PT 2x10..............(7)16d COMMON C) _ PT 2x12..............(9)16d COMMON W 0 FLOOR FRAMING LEDGER(WI SCREWS): 30�10�� PT 2x6................(3)Y4'x 4-%"LONG#14 WOOD SCREWS U) ■ 11;3- PT 2x8................(5)Y4"X 4-%"LONG#14 WOOD SCREWS r 2"x6"x6'LONG NO.2 SYP SCABBED PT 2x10..............(7)Y4"X 4-%"LONG#14 WOOD SCREWS RAFTER TAILS PER TYPICAL WALL PT 2x12..............(9)Y4"X 4-%"LONG#14 WOOD SCREWS O SECTION,SHEET ST-5 U 4. OVERFRAMING NOTES Y Co N • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. Q � � d' N r' � O O O O N �'`� It O O O O M O O O O O O • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. a �"' f-' f" �' • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d z JO1 COMMONS MIN. O • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT (2)HTS20 (2)HT 20 JO1 • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO U) J02 J02 RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. LO X p z 0 Q • ❑ � aw p z � � ui RAFTER SPAN SCHEDULE Q p N p w w m z J03 J03 O.C. LUMBER SIZE J ❑ 0 I- z p J o w w m SPACING I` Sao zwJ - mJzw ❑ 2x6 2x8 2x10 2x12 O � 1- W > Q ❑ m < 0n � Ww J04 J04 12" 14'-5" 18'-3" 21'-8" 25'-6" Z o a w w I- W � o w w z ❑ 16" 12'-6" 15'-10" 18'-9" 22'-1" puma } ww � m � mozo 7 7 W Q � ° Q L9 inIwwNPNww J 04 J O4 24 10'-2" 12'-11" 15'-4" 18'-0" Z Q x o m J M H H z w L� 20 L.L./15D.L.#2 SYP = Qza � w ❑ z � woQQ ❑w W m p m L9Q � aw0wwZw0 W J04 J04 CEILING JOIST SPAN SCHEDULE X z z Q w F. - Z Q w N w O.C. LUMBER SIZE W w z w Q w n m �` z JO4 SPACING z wwawELEz L3 DJI- zin , J04 2x4 2x6 2x8 2x10 0 � ImzawrnwaDLl wzzI _ z zw ❑ cmzW � Qw3 � � Q J04 12" 11'-10" 18'8' 24'-7" 26'-0" W w z J m Q w ❑ L9 U - O 16" 10'-9" 16'-11" 21'-7" 25'-7" F. I z F m j z w O ❑ 1- J04 IQ- N 24" 9'-3" 13'-11" 17'-7" 20'-11" O w Q E • CJ M 0 2: . z ❑ 0 < J04 10 L.L.15 D.L.#2 SYP O n I- ? 3 N a rn Q ❑6 1- z m Li J04 , U- J04 3 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY Z SHEET NO.: BUILDER IN ACCORDANCE WITH FRC R302.12. O ST-4/'1 J04 2 ROOF FRAMING Jo4 ° PLAN Ll J04 JOB NO.: J04 J04 J04 Q RS0602 SUBDIVISION: J03 o Atlantic Beach J03 Q Country Club j JO2 LOT NO.: J02 z 155 J01 ( J01 (D2)HTS20 (2)HT 20— (D FLOOR PLAN: o Key Largo-A1 O O Oco 00 O C:) O Z DESIGNED: � MJP/JEF w I— REVIEWED: 2"x6"x6'LONG NO.2 SYP SCABBED RAFTER TAILS PER TYPICAL WALL Uj DBM SECTION,SHEET ST-5 Q REVISIONS DATE 00 0 1 W x Z O w TRUSS ENGINEERING NOTES: Q z j • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL p TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING F- PEX TO THE TYPICAL WALL SECTION SHEET. v • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING Q { I�YCTU L 61NEE' ING� z �' •`� • U C w.� '� � " = 1 ' 0" w 1— xSECOND LEVEL ROOF FRAMING LAN 1 /4 > Y LLI Q �y'r Dok B.,Murray,,P E QT ENGINEERING �,4i`PE:iNa_714IV%% 034161-10f5 TRUSS OR RAFTER TO 2XNO.2SYP BLOCKING TOFIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE TIGHT BETWEEN TRUSSES, (3)10d TOP PLATE W/ N R OR COMMON TOE-NAILS @ EACH END 1 . PLACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LLE EOL DBLITOP PLT UOUS LO SNB QTA TO HEADER D (2)MS24/MSTA24 OR TLOK06, UNO ON ROOF FRAMING PLAN SHEATHING TO BE CONTINUOUS TO HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS BELOW BLOCKING, 3/4"BETWEEN TOP WOOD PANEL AND CENTER OF LOCATED DIRECTLY OVER STUD COLUMN. FASTENERS 2, PLACE QT's WITHIN 3" OF BEARING WALL END STUDS. III III LU IIII 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 II ��I IIII OR TLOK06, LINO ON ROOF FRAMING PLAN p L MINIMAL UPLIFT WALLS") III _ _ _ III o EXTERIOR 20 FEE QTA@ S.QTA O.C. FOR" OVER2x6 x HANG RAFTER 4. PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING SPANS OF 20 FEET OR LESS.QTA @MAX 48"O.C.O:C. OVERHANG RAFTER � ' PLAN. IIII III N FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.O SCABBED TO TRUSS TOP 2x6 x 6'LONG NO.2 SYP ON PLAN. SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 10d @ OVERHANG RAFTER 5. QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED III TYPICAL TYPICAL TYPICAL III ON SHEET ST-1 FOR TYPICAL INSTALLATION. 6"O.C., STAGGERED; U.NO• SCABBED TO TRUSS TOP HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ IIISPACINGUNO SPACING UNO SPACING UNOIII CHORD w/MIN(16)10d INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0 ON COMMON NAILS 18" O.C. MAX, MIN (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11" LO PLAN ,SEE TABLE 6:QUICK TIE CONNECTORS ON r SHEET ST-1 FOR TYPICAL INSTALLATION EMBEDMENT III III 04 (C3 TYPICAL QTA @ MAX 4 00 TRUSS OR RAFTER TO TOP III fA 0 STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W/HA4 OR TLOK06, UNO III ijil48"O.C., MIN(1)PER O WALL STUD SPACING. ROOF BEARING ONLY. ON ROOF FRAMING PLAN ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS III III SHEARWALL I III �+�/►/ I (QTA REQUIRED FOR d' WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF 1 . GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES �7 V V SW III ROOF LOAD BEARING N a) STANDARD HEEL CONDITION RAISED HEEL CONDITION WALLS ONLY) N DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS MAX 48" O.C. OR PER TABLE 8: III "' LL- (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) @ III _j SPECIFIED SHEARWALLS, SHEET ST-1 . IIII III U_ o STUD SPACING PER2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN QT SPACING MAY III I I LLi LO TABLE 3:MAXIMUM BE EXTENDED TO 8FT O.C. PROVIDED A HA4 IS INSTALLED FROM III III > OM TOP PLATE TO STUD > EXTERIOR WALL STUD TRUSSW/FASTEOdCLOMMON@6TTOM EO.0 UNO. AT APPROXIMATE MIDSPAN WITH A %2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT ABLE o ■ SPACING. ROOF AND FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. CABLE coNTlNuous Y - INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.O FROM 2ND LEVEL U ON PLAN 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE DBL PLT ¢ -2 77777777"7777777SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @MAX 48" O.C. OR PER sLA6 o ca TYPICAL: BOTTOM PLATE TABLE 8: SPECIFIED SHEARWALLS SHEET ST-1 . III III TO RIBBON BOARD W/10d ' IIII III LLl I COMMON @ 6"O.C. FLOOR TRUSS III I E- > O BY OTHERS 2ND FLOOR END GABLE FLOOR TRUSS BY OTHERS III I- - - - - III STUDS TO 1ST ■ ■� d- CONTINUOUS 2x4 HEADER TO TOP PLATE III FLOOR HEADER W/ � CONNECTION PER HEADER III w d- RIBBON BOARD (2)MS36/(2)CS 18 2x4 NO.2 SYP DIAGONAL BRACE @ 48" FRAMING NOTE 3 ON ST-1. III III WITH(9) 10d EACH 0 O.C. DIAGONAL BRACE TO FLOOR NOTE 3 III III END OR QTA o dz: WOOD FLOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE W/(3)10d NOTE 1 &2 III TYPICAL IIII Y COMMON TOE-NAILS AT EACH END. w FASTEN GABLE TRUSS TO DBL TOP I I(SPACING UNO a TYPICAL QTA @MAX Q PLATE W/8d COMMON @ 6"O.C., UNO III III 48"O.C., MIN(1)PER I III IIII SHEARWALL O (QTA REQUIRED FOR III ROOF LOAD WALL SECTION AT FLOOR ALT. WALL SECTION AT FLOOR I _ _L1- _ - LL _ - _L SW III BEARING WALLS PERPENDICULAR FLOOR TRUSS CONDITION - - - - - - - - - - PARALLEL FLOOR TRUSS CONDITION (( (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) IF REQUIRED QT ` III ONLY) (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER III III �t x 0 z 2 0 ADDITIONAL STUDS w w ¢ • ❑ THAN OPENING III III REQ. IF QTO,SEE P, Q w m ❑ 0 w w ¢ z TYPICAL IFT WIDTH, PRESERVE III III TABLE 6:QUICK TIE dam- w 0 = n � [- 0 w 0 QT SPACING AND DO ANCHORS, SHEET � w ) � zowownma CABLE NOT INSTALL QT I BOTTOM PLATE I ST-1 Q W w z p m ¢ E Q z w w EACH SIDE OF III ANCHORS @ 24" GABLE END TRUSS III O a s w W w w w N N � 0 OPENING(U.N.O. ON III O.C. MAX I z o a m a j 0 } w _ 0 a TYPICAL BOTTOM PLATE ANCHOR @ MAX ) Z a p a } w w N m m 0 z 0 TABLE 8E SHEET ST-XCEPT AT 1. (8" INTO R WALLS, E TLOK06 @ 32"O.C. 11 H - - - - - - T-7 - - zLIJ Q w - w o a a F w o w a a EXCEPT3 0 STEMWALL,6"EMBED AT HOLD-DOWNS.INTO TABEE 7: TABLE 3:MTE STUD ING PERAXIMUM CORNER INSTALLATION 7I I T 0 w 0 a � a w 0 X w 0 a EXTERIOR WALL STUD I I I I m ❑ ¢ a w 0 z 2 w z m 0 w (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90°&45°CORNERS)_, I I I WLLJ z - p w 9 z ¢ 0 w m_ a z SPACING. ROOF AND �. � z z ¢ X� � o � p - I w ❑ z 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 Lu w w < m ¢ w `-' ¢ a m w z a a (2)2x TOP PLATE OVERLAPPING PLATES. z z w ¢ w a a z z - z m N w z a QUICK TIE TO FOUNDATION 2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP I I I I I SHEARWALL OVER HEADER SHEARWALL 0 U _ U z - ❑ - - a y o - ¢ = p 4 14 ° PLATE OVERLAPS THE LOWER TOP PLATE. I z z 0 p ¢ m z '� w ¢ a z 3 Q �+ p 3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE TYPICAL UP'tLIFT ANCHOR INSTALLATION FOR Lu w p L7 w C7 F] • rn F M w U ��\ XX:�>//\ \��� EACH SIDE OF CORNER ¢ z I ¢ n a z 2 Ow F z ¢ SECOND FLOOR WALLS AND SHEARWALLS o Z 14 Y ' z w ° w a • • /�\/ �j\�j\�j\�j\� � nF- � 3Nam ¢ OmF � n \ \ a ADDITIONAL p w a ¢ t- t- • I ❑ w NOTES ANCHORS PER 1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2) BOTTOM PLATE ANCHORS. INSTALL HEADER FRAMING p_ ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). NOTE 4 ON ST-1. z SHEET NO.: 2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR %"DIA. THREADED ROD QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION o ST-5 IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON %"DIA.x6"LONG TITEN HD INSTALLATION AT GABLE WALL �- SCREW ANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS Q MUST BE USED IN STEMWALL FOUNDATIONS. w TYPICAL WALL 3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES.MIN 1 %,,OTHERWISE. NOTE:AT GABLE END WALLS, QUICK TIE REQUIRED ONLY AT y „ O LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE /8 DIA HOLE /8 DIA HOLE 7/"DIA HOLE 1"DIA HOLE 0- FIXED SECTION CENTERED 3/"HEX NUT CENTERED 3/"HEX NUT CENTERED %"HEX NUT CENTERED 5/"HEX NUT ,,, EPDXY OVERSPILL IY QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. IN TOP PLATE 2"x 2"x Y8'STEEL WASHER IN TOP PLATE 2 Y4'x 2%"x%"STEEL IN TOP PLATE 3"x 3"x 3/6"STEEL IN TOP PLATE 3"x 3"x 3/6"STEEL s QUICK TIE P.T.2x BOTTOM PLATE JOB NO.: WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (2)2x TOP PLATE WA(2)xT OP PLATE WASHER WASHER U RS0602 (2)2x TOP PLATE E> (2)2x TOP PLATE MIN EDGE DISTANCE Q INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALLL4 SUBDIVISION: o Atlantic Beach TYPICAL WALL SECTIONS WA DIA 13/4'DIA EXTERIOR EDGE PLAN VIEW (5)10d TO PLAN VIEW PLAN VIEW WASHER WASHER OF CONCRETE Country Club HEX NUT PLAN VIEW TOP PLATE 3/" HEX NUT %" HEX NUT w/13/8"DIA PLAN VIEW 6/„ HEX NUT w/13/4'DIA Q LOT NO.: 1/24 %"DIA HOLE 7/8'DIA HOLE %"HOLE WASHER 1"DIA HOLE WASHER 8"QUICK TIE U CENTERED 2"x 2"x Y8'STEEL WASHER CENTERED 2 Y4'x 2%"x%"STEEL CENTERED 3"x 3"x 3/1 fi'STEEL CENTERED 3"x 3"x 3/6"STEEL EPDXY OVERSPILL z 155 LS 18 STRAP IN TOP PLATE,--\ IN TOP PLATE WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER �"DIA HOLE IN P.T.2x BOTTOM PLATE >_ FASTEN BOTTOM PLATE TO BEAM(OR (2)2x TOP PLATE 2 (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE BOTTOM PLATE Ur FLOOR PLAN: GIRDER)W/10d COMMON @ 6"O.C., UNO. (5) 10d TO � U WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL f STUD J Key Largo-A1 PANEL SHEATHING REQUIREMETNS ON SHEET STA FOR EXTERIOR 3 EMBEDMENT z DESIGNED: WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF g QUICK TIE - 3/"QUICK TIE Y8"QUICK TIE 3/"QUICK TIE 3/16 QUICK TIE �� s �� ). STEEL SWEDGE ° _ SHEATHING FOR INTERIOR WALLS. /"QUICK TIE /4 QUICK TIE /e QUICK TIE 6/s"QUICK TIE U MJP/JEF STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO LU ALTERNATE STRAPPING METHOD FOR WALL TO BEAM,HEADER,OR FOUNDATION FOUNDATION F- REVIEWED: FOUNDATION FOUNDATION CONCRETE GIRDER •FOUNDATION W DBM TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C.,STUD,rr ELEVATION ELEVATION MIN 2500 psi ELEVATION a ELEVATION ELEVATION Q REVISIONS DATE TO BEAM/GIRDER BELOW WITH MS36(OR CS18) W/(18)10d COMMON @ 32"O.C. _ 1 QTA(1/8")-TOP PLATE CONNECTION 2 QTB(3/16"1-TOP PLATE CONNECTION 3 QTG(1/4")-TOP PLATE CONNECTION 4 QTO(5/16")-TOPaPLATE CONNECTION 5 QTA(1/8')-BOTTOM PLATE CONNECTION KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO BEAM/GIRDER BELOW WITH MS36(OR CS18)WITH i (18)1od COMMON.3 STUD TO TOP PLATE CONNECTION EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER 3'QUICK TIE Y4'QUICK TIE 5/,8'QUICK TIE---,,,,, P.T.2x BOTTOM PLATE W BELOW WITH(2)MS36(OR CS18)WITH(18)10d COMMON,, 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP 16 P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE EACH. PLATE CONNECTIONS AT THE END OF SHEARWALLS AS I SIDE VIEW FRONT VIEW FRONT VIEW z NOTES: ;' WELL AS AN ALTERNATE STUD TO TOP PLATE MIN EDGE DISTANCE \ MIN EDGE DISTANCE M MIN EDGE DISTANCE I TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED WOOD FLOOR 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY.: CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN N + O TRUSSES BY LLI 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6. !!+ 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 00 OTHERS 3. EXCEPTION:SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD 3 CONNECTIONS MUST BE INSTALLED ON THE SAME FACE OF CONCRETE OF CONCRETE PLAN VIEW OF CONCRETE PLAN VIEW z EACH SIDE OF OPENING. AS THE LS18. (A SECOND FLOOR TO BEAM OR HEADER CONNECTION 3i 1 %s"Qu1cKTIE 0 16'QUICK TIE /4"QUICK TIE EPDXY OVERSPILL Q EPDXY OVERSPILL EPDXY OVERSPILL %"DIA HOLE IN i 20° - 1- DIA HOLE IN 9/8'DIA HOLE IN /�� P.T.2x BOTTOM PLATE F_- 2 P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE BOTTOM PLATE ) BOTTOM PLA E BOTTOM PLATE c 1-112" F_ PEX 1-112" ¢ 3 ' �t GREATER �t GREATER � • • o°o0 000 TYPICAL WALL SECTION NOTES: QUICK TIE „ STEEL SWEDGE EMBEDMENT STEEL SWEDGE - EMBEDMENT STEEL SWEDGE EMBEDMENT #y TYPICAL r'1�Y $� �a,� 1. ALL TOP PLATES ARE TO BE BUILT WITH (2) 2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8 O.C. STAGGERED (UNO). ° ,: T ucT RAIL d d } � ENGINE ING: "d.;� . MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. (D CONCRETE `j 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. CONCRETE CONCRETE TLOK06 TLOK06 T FOUNDATION ILI 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES TYPICAL. FOUNDATION FOUNDATION MIN 2500 psi O - 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS MIN 2500 psi ELEVATION MIN 2500 psi ELEVATION 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK ELEVATION TLOK06 TRUSS TO DOUBLE w -•- 6 QTB(3/16")-BOTTOM PLATE CONNECTION 7 QTG(1/4")-BOTTOM PLATE CONNECTION 8 QTO(5/16")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION W dlasal � ia QUICK TIE CONNECTION DETAILS Q Derek B. Murray' P.E. QT ENGINEERING P.E. No.71457 03-12-2015 Ik NO 2 SYP DOUBLE TOP PLATE (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. 2x NO 2 SYP NAILER FASTENED 7 Y4"MAX 16"MAX OR OUTSIDE A TO INSIDE OR OUTSIDE FACE OF WALL I (CONTINUOUS LATERALRESTRAINT TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. 6" +�- (CLR). QUANTITY AND LOCATION COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO NO 2 SYP DOUBLE I DEFINED BY TRUSS SHOP DRAWING. ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS TOP PLATE co W/10d COMMON @ 3"O.C. OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)10d I ' O COMMON TOE-NAILS. N TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD N co INSTALL DBL 2x_BLOCKING APPLIED 11 ]f TO EITHER IF LATERAL RESTRAINT MUST BE --) LL 7/s"OSB SHEATHING FASTENED I 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" IN FIRST TWO STUD SPACES. O ^ I �'` FASTEN SHEATHING TO DO SO WITH OVERLAPPING BRACES 04 O.C.AND TO DOUBLE TOP PLATE LIKE THIS(TYP EVERYWHERE) OTHER WITH(2)ROWS OF(4)10d OTHER WITH(2)ROWS OF(4)10d W/8d COMMON @ 3"O.C. BLOCKING WITH 8d COMMON � COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD @ 3"O.C. 0 O N FASTEN TOP PLATE TO EACH QTA, U.N.O. I d' U OTHER WITH(2)ROWS OF(4)10d I IF ADDITIONAL UPLIFT m w 0 O 1/s"OSB ATTACHED TO STUDS ��s"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD I ANCHOR IS INSTALLED 00 � WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" /Itd I AS SHOWN,OMIT SPH O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C. IN FIELD. 6"OSB ATTACHED TO STUDS CONNECTION AT DOUBLE TRUSSES NEEDING BRACING N WITH MINIMUM 8d COMMON @ 3" O.C. ON EDGE, 12"O.C. IN FIELD. i TOP PLT >r, cNo LL I FASTEN STUDS TOGETHER LATERAL BRACING - MULTIPLE TRUSSES LL Q„' N OPTION 1 OPTION 2 OPTION 3 wl(1)ROW 10d @ 4"O.C. 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). L LO j' 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY J CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. += 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Z ■ �� INTERIOR SHEARWALL DETAIL "' I '„)� QTA, U.N.O. NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. ° � W 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS I ) 4. ALL FASTENERS SHOWN AREA 31 x 3"LONG(UNO). U) BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. (4 5. DESIGNED PER BCSI-133,2007. Y 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE I Q THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERREDIf ci?s ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. I o (U d. a) roti �s°MAX �^MAX �s°MAX CONTINUOUS LATERAL RESTRAINT WEB LL1 ' BRACE SUBSTITUTE > O WEB MEMBER SPECIFIED ALTERNATE BRACING U) ■ d' THIS DETAIL APPLIES TO,:STRAIGHT RUNS OF EXTERIOR WALL SIZE CLR T OR L SCAB AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR 2x4 1 ROW 2x4 (1)2x4 :D 90-DEGREE CORNERS. 2x4 2 ROWS 2x6 (2)2x4" ° T-BRACE FASTENED TO U I WEB W/10d AT 6"O.C. 2x6 1 ROW 2x4 (1)2x6 ROOF DECK KING AND JACK STUDS CHANGE'IN PLATE HEIGHT 2x6 2 ROWS 2x6 (2)2x4 Y TRUSSES PARALLEL TO WALL: ROOF TRUSS PER ENGINEERING 2x8 1 ROW 2x6 (1)2x8* 0Q.. 2x8 2 ROWS 2x6 (2)2x6 2x4 SPF(MIN) NAILER FASTENED OR RAFTER L-BRACE FASTENED TO TO DBL TOP PLT W/10d @ 3"O.C. GARAGE DOOR BUCK/OMB NAILED WEB W/10d AT 6"O.C. ° TO STUDS W/(2)16d COMMON OR ' I—' 2x4 SPF(MIN) 12d CC NAILS @ 16"O.C. SINGLE TRUSS BRACING TRUSSES PERPENDICULAR TO WALL: BLOCKING I 2x4 SPF(MIN)BLOCKING BETWEEN EACH 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO WEATHER STRIPPING/STOP RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE dam' x p TO DBL TOP AT W10d @ 4"O.C. BEAM w/10d @ 4"O.C. I SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. ti W W Q 2 0 GARAGE DOOR WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR dam' L ? z m ❑ U p z w � ,n REFER TO CHART AND AIL R MORE TRUSS TO BEAM WITH , s^MAXs^MAX s°MAX REQUIR D,APPLY(1)BRACE 3. ND'IF(2)BRACES ARE IVIDUAL WEB BRACING MA ER AL TO BETSAMEOSI E,SPECIEOS,ANDION � W ❑ 0 - F- W o F w W W ❑ ___ i. L I Q ❑ J - LL /a OR THICKER CDX HA4 OR TLOK06 -----------� TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. W o z < m w z W ❑ 3 PERMANENT WEB BRACING Z oWa. Wo O � Wo ° NN_ o � OR OSB FASTENED TO ± TRUSSES, RAFTERS p m � F } W z p 2x WALL FRAMING OR BLOCKING W/8d 2x6 SYP GOAL POST ATTACHED { N TE: (n z � ❑ a > Ww � uwiwmozW COMMONS @ 3"EDGE, PORCH BEAM TO STUDS W/(2)ROWS OF 3-%" I LIEU OF SPECIFIED DECK SCREWS FOR a H Q ❑ rn I w W ,n o N w s: 12"FIELD. GALV DECK SCREWS @ 12"O.C. z Q w N 0 F w z Q W DAL POST ATTACHMENT,THE GARAGE AREVV: 03�24-15 CD � � 0Q ❑ w0zWa ❑ 2p0 PORCH BEAM TO POST: D OR SUPPLIER MAY SPECIFY A FASTENING € Q I- Z W - ❑ xJ - jx WOOD STRUCTURAL (1)MSTA24 GARAGE DOOR TRACK ATTACHED P TTERN OF THE GARAGE DOOR TRACK m Q w a n z 0 0 z W o Q w SHEATHING POST TO SLAB: D RECTLY TO THE KING AND JACK STUDS, to PER MANUF WRITTEN z Q x W p F- 0 - I W 0z ABU POST BASE ANCHOR SPECIFICATIONS T ROUGH THE GOAL POST. LU E2 ? p W I- Z Q f- w w_ 0 ORDTT2Z z ZwQwa2zZ ] I]- zuiFwz (UNLESS NOTED OTHERWISE) A TYPICAL PORCH SHEATHING DETAIL GARAGE DOOR JAMB DETAIL 0 L o 0 z>. ° w w a D ❑ z z F 0 THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES W w z p 2 w 0 Q N W Q I H UNLESS NOTED OTHERWISE. Q = Q z } z I Q F- w 0 W Q - rY 0_ 1- Iz � � U�e ❑ zw U 0 QI- � ZQ - �' ❑ I W zQ ! ow Z QI- � I- IZ ❑ J O ❑I- - 3N0_ in < 0 _ UU i z SHEET NO.: 2X6 ° ST-6 r ROOF DECK FASTENED W/8d 2x4 QTO (3)2x12 JOISTS, FASTEN TO STRUCTURAL RINGSHANKS @ 3"O.C. ON SINGLE 2x4 NO.2 SHEATH INSIDE FACE ONLY IF NOTED STUDS W/MIN(8)10d O EDGE,AND 6"O.C. IN THE SYP TOP PLATE ON FRAMING PLAN. ACCEPTABLE-TO FASTEN STUD TO TOE-NAILS 2x NAILER a. DETAILS FIELD. EA L T CORNER STUD GROUP W/ � ROOF DECK FASTENED STOP SHEATHING AT GOA POST S ti 2-ROWS 10d @ 6"O.C. ° JOB NO.: W/8d RINGSHANKS @ —— — — STAGGERED. STOP NAILS Q RS0602 3"O.C. ON EDGE AND AT BOTTOM 24"OF STUD 3 2x12 BEAM FASTEN SHEATHING TO DBL C° W D 6 O.C. IN THE FIELD. x • FOR CONNECTOR �, SUBDIVISION: X a I 2x6 BLOCKING BETWEEN W/ 2 / OSB 2x4 N0.2 SYP CORNER STUDS SINGLE 2x4 NO.2 c� O z 0� INSTALLATION EACH KNEEWALL STUD, FLITCHES 3 O.C. TYP SYP TOP PLATE O Atlantic Beach W/8d COMMON FASTEN W/ 3 10d TOE-NAILS @ ( O J 4 PLACES) FASTEN SHEATHING TO DBL JACK AND KING STUDS. SEE QTO EXTERIOR WALL SHEATHING EACH END. Q Country Club 2x4 NO.2 SYP CORNER STUDPLAN FOR QUANTITIES.S W/8d COMMON @ 3" FINISHED FLOORh LOT No.: PLAN VIEW O.C. (TYP, 4 PLACES) GARAGE RETURNS TO BE Z 155 FRAMED AS 2x6. OSB CONTINUOUS TO INSIDE MANUFACTURED TRUSS ROOF DECK FACE OF TRUSS. TOP CHORD. WEBILJ AT HEADER AT CORNER SECTION VIEW ((D FLOOR PLAN: PLACEMENT VARY. QTO CONTINUOUS TO WALL SHEATH INSIDE FACE OJ Key Largo-A1 DOUBLE TOP PLATE @ CONTINUOUS TO LAP MANUFACTURED ADDITIONAL WALL STUDS CORNER STUDS,TYP. Z DESIGNED: TRUSSES @24"O.C. EXTERIOR ELEVATION MAX 16°O.C.AS REQUIRED SECTION VIEW 16"O.C. BOTH SIDES w MJP/JEF FASTEN SHEATHING TO (3)STUDS MINIMUM ATTACH DBL TOP PLATES GARAGE RETURN STUDS, 2x12 JOIST @ 24"O.C.AS I— REVIEWED: 12d @ 3"O.C. TOP PLATE,AND BOTTOM AT CORNER SHOWN, (3)TOTAL, W/MSTA36 @CORNER X PLATE AS SHOWN W/8d I ( ; TYP BOTH SIDES LU DBM 2x6 NO.2 SYP TO BOTTOM 8d COMMON 3"O.C. COMMON AT 3"O.C. Q PLT AND TRUSS TOP @ ( I REVISIONS DATE ' CHORD OR BLOCKING sAT QTO CONTINUOUS TO WALL j /e DIA.ALL-THREAD W/2" DOUBLE TOP PLATE 2x4 NO.2 SYP BLOCKING W/12d @ 3"O.C. (TYP,ALL ROUND WASHER DRILLED WINDOW E 1 03-24-15 BETWEEN TRUSSES TO j SIDES OF CHIMNEY) TRUSS TOP CHORD AND EPDXIED INTO I I (3)2x12 JOISTS (3)2x12 JOISTS m SUPPORT BTM PLATE ABOVE. CONCRETE W/7"EMBED W/(2)y"OSB 2x6 NO.2 SYP Z FASTEN @EACH END W/(3) 12d I I I FLITCH � mm TOE-NAILS. (TYP, 2 PLACES) I BOTTOM PLATE z CONTINUOUS(3)2x12 BEAM ° MONOLITHIC FOOTING SHEATH CONTINUOUS W US ROOF DECK FASTENED W/8d OR STEMWALL TO LAP CORNER STUDS �� TO LAP CORNER SSHEATH OTUDS W/8d COMMON @ 3'O.C. Q RINGSHANKS 3" O.0 ON EDGE 2x4 NO.2 SYP BOTTOM #4 OR#5 VERTICAL REINFORCING EDGE 12"O.C. FIELD W/8d COMMON @ 3"O.C. Z @ AND 6"O.C. IN THE FIELD. NC PLATE FASTEND TO I I INSTALLED IN CURB @ 18"O.C. U) EDGE, 12"O.C. FIELD MAX, MIN 2 VERTICAL BARS @ � 1 TRUSS TOP CHORD I I ( ) W/12d @ 3"O.C. I i EACH RETURN PLAN VIEW OPEXI FASTEN SHEATHING TO DBL — J 2x4N0.2SYP CORNER STUDS W/8d RINGSHANKS @ 3"O.C. MANUFACTUREDLL (TYP,4 PLACES) ;TRUSSES @ 24"O.C. rw1 Q '(BELOW ROOF DECK) ELEVATION VIEW WIN DOW SEAT DETAIL FASTEN SHEATHING TO DBL `ROOF DECK NTS 2x4 N0.2 SYP CORNER STUDS 3 O.C. ST-6 ►VGINEERj (� STUDS SPACED @ NO a, W/8d RINGSHANKS @ ;MO �''•• ORE THAN 16 O.C. �• (TYP, 4 PLACES) ; GARAGE RETURN - QTO -� >• TOP VIEW (TYP) G _ d�►l ALTERNATIVES FOR THIS APPLICATION 8,DETAIL ONLY: (� ov (1)HTT5=(1)QTOLLJ HIMNEY FRAMING &ANCHORING DETAIL (1)STHD14=(1) QTO(MONOLITHIC) ~ s .T C (2)PA51 =(1) QTO(STEMWALL) X �` O VA (2)%4 x 2-%"TAPCONS=(1)ANCHOR BOLT W ®�� � 9.a se•L `',� Q D�� iBtlll�ual'�E. QT ENGINEERING P.E 16.71 57 03-12-2015