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1642 ATLANTIC BEACH DR 2015 NEW HOME 1 i NOTES 49'-11" 15'-- 11'-10" 11'4" 11 S2' 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S 30'-11" 12'-92° SRECIFICATIONS FOR ROUGH OPENINGS 2`6" 2'-0" 2'-6" T-4" 6'_0" 6.4'� 5�_8" 9'-�" 3°56 SH 2020 FIXED 2020 FIXED PRIOR TO FRAMING SILL C�2'-6 AFF SILL 0 6'-0"AFF SILL @ 6'-0"AFF H.13. 2. ALL EXTERIOR WALLS INSET 1/2" TO SET o TPR SH ROD&SH �1IRFo 0 0 =N + OSB FLUSH CO FOUNDATION d CNTFLS - - - - - - - _ caw - - - - `- CD N Q WC r <�� o o MIRKo o — — — — — — — 3. VENTLESS GAS ISOKEBN FIREPLACE 1 r �N ROD&SH N w o WIC ( WIC BATH 2 WC o N �� L 78'x9-2"TILED 4. PKT. D8. AT OWNERS SUITE BATH B TH # 9'CLG. zs I I CD- >< G w 2 PLATFORM 21 5/4 CS I 9'GLG. 9'c G. o _ _ OWNERS I 5. PKT. DR. AT LNDRY/OWNERS WIC cl 9'GLG. v c� U = ° 0 TOP OF 4TH -N N N 2e pr° 2�o I `��� U 1 Co N �� w i;1 N / \ �8o I = 6. LNDRY SINK �e �' J WIC 1� �' 7. SINK AT WET BAR 10'CLG. 10'CLG. o 4'-2" 4'- " 1' I UZ 8. ICE MAKER AT WET BAR W/ DRAIN N AHu o 9. OWNERS WIC BUMP OUT IN TO GARAGE �o o �Q�° LINEN 1 10. REMOVE KITCHEN WINDOW ADD CABS. OWNER 5 ry� 1 �N 11. REMOVE CLOSET, RELOCATE WET BAR 5 SHV'.0a;/ c1 2680 PKT. *� " " UITE ��� cNrR I _ AND OWNERS SUITE ENTRANCE, ADD r----n w DOOKCASE 5 SH 0 14'-6"19 CLG.1� L�DFY I I I 1 ' = 10'CLG. WC O° I I W I 1 o 112. LINEN CLOSET IN OWNERS BATH a - �_� cD c 13E D #� N 13ED � o o �WD I d I °` 13 48" RANGE W/ VENTED HOOD LND1�Y '�---,+I o � ' LINEN i 13'4"X 12'6" ��� 10'GLG. I FI fl I � 11'-10"X 14'-0" N w WC v I V I I I < 9'CLG. � w ° Z 14. ADDT L SINK IN OWNERS BATH 9'GLG. w w 10'GLG. 1 D l l X w w I I - 20 UZ HEAD 40 n a o 1 I M o < L w �1 28 PKT. --- Q = � � � N I 50 6) O W < Qj F w 17 CV cv I v c0( oG - CV J Q v x cs) w r � wX � o � � wox nw w o cn w w w � w < � �I C� c� � Q < v U o z8 I t < c� ° ' o `'80 10'CLG. 10'GLG. w w z w �v es L —`� a woo n 3'8" 5'6" 4'-0" 8'-O" � v � n c� N LL DZ d A G/ \ \/ \G E TANKLESS T DN 19 FISERS �� BOOK CASE — — — 13'-0"X 31'0° GAS WH — — — 7 7/16"RISE = J �-� � � � 10'-1*'PL.HT. GAS 1 fl, 10"RUN - w I oo- " 6'-10" 3'-0" 4'-6" 1_ it-12' _ "� Q S[NK A I 5" S"(UB ICE MAKEF i 5" o W/DRAIN I @F/F 4'-0" 6'-5z" 5'-6z" 13'-52" 21 REVISIONS CHASE J = Wz � w DINING — ; " A/C � w oPE o � Q V �V ITCHEN DOOR IS 13/8"MIN. COMP. w < D E S K LOFT SOLD CORE OR 20 N v c� QQ w 14'F�'X 11'-2" I I \/ 12 10'CLGI 8 L– WH BELOW = 10'CLG. ( I MINUTE FIRE RATED I N u N 9'-2"X 9'-4" 9'-0"X 101-1017 _,N -' — N _ 9'CLG. 9'CLG. ` T3 z I o Lo Cn w (J3 LLJ 5480 (, o i I - 8'-112, 9 �5 FK. 3050 SH �q 3050 SH uw I " _ SILL 9 2'-0"AFF SILL @ 2'-0"AFF I � i ��N 1 1 I I 2'-�" 16'-4" 4'-10" P-32" I 9080 OVERHEAD DOOK ■ 4'-11" 9'_02" 9-02 7-1" o o I z 3080 IVER. SIDE Qla ENfFY LN J I I "I� I I I cV REF. 3080 I f�LCO NY I I o ------ -O.Hc.--J PAVER I '� — PATIO cv I H M 28'-0"X 12'-0" I I cv � LIVING � ■■ 9'-11/8"PL.HT. I ( p _ � PNTBY . QM H.B.U �O, 10'GLG. 4'a2" 3_ 9'-0" 2.r' Build With Confidence 4"P.T.POST o WRAPPED TO I I =°18'0 x(18'-0" 5 SHP 10'GLG. 414 Old Hard Road Suite 502 10X10 TPP. A _ o 56"h RAILING \ A �' Fleming Island, Florida 32003 --- -- -- - - --- -- -- - - -- -- -- -- -- FOYER w J - .. ' Offzce• (904) 264-6553 B I 2 STORY CLG. 9'-5° �i , t_ Fax: (904)269-2729 z 9'-0" 2 z 18'- 2 8l_01111,11,110 � o o c'] a i I o - Lot 153 30'-11" aN n I UF 19 RISERS RE o 05� o o `I/16"RISE 54 O 548P 308P /4"LIGH /(2) � 8 58 10"FUN N � FR. FR. 12"TP PRDSIDEL 5 N Atlantic Beach 2nd FLOOK fLAN - 4'-11" 9'-02-"' 9'-�" 7'_I1" I Country Club b I I I II II { 3'°" 6'-0" N bV i i FOKCH i i 7 61 bN Corcoran Residence 5 ENERAL STAIR DETAIL SCALE:N.T.S. I I N N 28'-O"X 12'-0" 4 d 4 d I I 10'-11/6"PL.Hr. s. ,5rA1RNOFES: I I 4"P.T. POST ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS,FLOOR COVERINGS,AND/OR I ( WRAPPED r0 Z Iii VARIANCES IN CONSTRUCTION MATERIAL.ACTUAL CONSTRUCTION MUST COMPLY I I 10X10 TPP. W/8311.7 OF THE FLORIDA BUILDING CODE,RESIDENTIAL, MAXIMUM RISER HEIGHT: 7-3/4' O b O MAXIMUM RISER HEIGHT VA ( INC NOSING) m 6� — — —— —————— — — MINIMUM TREAD DEPTH: 10 NOT INCLUD — — -- —- -—— 1642 Atlantic Beach Drive MINIMUM HEADROOM CLEARANCE: 6'-8' (ENTIRE FiIGHf) a - RIATION: 3!8 MINIMUM STAIRWIDIH. 36 -- ----- - - -- ---- -- - -- -` --- �ABOVE NOSING) Atlantic Beach, Fl. 32007 "HANDRAIL NOTES: 27'111" 2'-11�" ACTUAL CONSTRUCTION MUST COMPLY 2 2 W/8311.7.7 OF THE FLORIDA BUILDING CODE,RESIDENTIAL. Drawn By AR J Sheet HANDRAILS SHALL NO BE LESS THAN 34"OR MORE THAN Z0 IN HEIGHT ABOVE THE STAIR NOSING. 30 11" 19-0° y HANOKA(LS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HFILE CONY ANDRAILS SHALL BE 11/2"CLEAR OF ALL ADJACENT FINISH 49'-11° MATERIALS AND ENDS SHALL PET URN'TO WALL OR FERMINATE Date IN NEWEL POSTS OK SAFE TERMINALS. 02-23-201 HANDRAILS SHALL BE 1 1/4"-2"IN GP.O55 SECTIONAL DIMENSION,OR APPROVED EQUIVALENT,AND EDGES SHALL HAYE A MIN.RADIUS OF 0.01". 'i L HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN ANY DIKEcNON AT P 1 o dn.. FFG 'T U (o-�- Scale 1/411 — 11-0" ANY POINT ALONG THE TOP RAIL -}— , 15t FLOOR\ FLAN P _ �" of STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL ��� � � ; (�Q 6'Q��. 1 � 4 "�0 Plan Key Largo—B2 5 BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR 4 !!!+ � HE PRODUCTS THEYPROVIDE ORINSTALL MECHANICAL VIC/ \L EQUIPMENT NOTES: NOTE TO FRAMER: ( be. , q j AGII &F -en OPEN RAILS SHALL HAVE INTERMEDIATE RAILS GP pT�e \ o z " �a 4 l Q Va}Q `� -�0 g ANORNAMENrALPATTERNSUCH THArA INSET ALL EXTERIOR WALL51/2 FROM 6 4°DIAMETER SPHERE CANNOT PASS THROUGH. A_ Written dimen5ion5 Shall have precedence over Scale dimen5ion5. THE GUARDRAILSPHER CANN T PAS THR FBC-8302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 5 Q. FTG. C/-�LC U L TIO N 5 a 4- +i A loci s�e a P Contractors Shall verify and be responsible for dimen5ion5 and ABLE roPESISrALOAD OF20LBS GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE EDGE OF FOUNDATION conditions of the job. PEP LINEAL FQorAPPLIED - ALLOWED. 15T FLOOR LIVING 1571 Q?V T 2114-' HOKIZOrrrALLY ALONG rHE FOP RAIL 2ND FLOOR LIVING 788 Northeast Florida Design,Inc. hereby re5erve5 its corwrion law 10 4"SPHERE �; s GUARDRAILS SHALL NOT BEMAY copyrights and Other copyrlght5 In these plans,de51gn5 and Ideas. LESS THAN 36"1N HEIGHT. THROUGH FBG-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND Lf�- / o'NGS eKHEKE TIIRoueH ALL SIDES OF MECHANICAL EQUIPMENT AND TOTAL LIVING 2359 �- ` � mannerpornforrn whatsoever,anorire they bo be copied lssigned to any third ATS An any THE IRNTREAD,RISEGULAR R, MAY NOTFA55 COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH GARAGE 486 party without first obtaining the expre55 written permi55ion from BorroMSHALL 13ESUCH rHKOUGH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER PORCH 337 g Northeast Florida esi n Inc. THAT A 6"DIAMETER SPHERE CANNQFPASS THROUGH. THAN THE FURNACE OR AIR HANDLER BALCONY 337 REVIEWED FOR CODE COMPLIANCE TOTAL COVERED 3519 CITY�OF ATLANTIC EE®AN GROUND-MOUNTED MECHANICAL UNITS SHALL BE 12627 San Jose Blvd ANCHORED IN ACCORDANCE WITH FBC R, SECTION REQUIREMENTS AND CONDITION$ M1307.2. Suite 702 REVIEWED BY: DATE: _��� = ortheast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 FASTEN SHINGLES PER F13C 8905.2.6 50'-0" NOTES \ UNDE=RLAYMENF FASTENE=D PER FBC 8905.2.7 15'-10" T-9" 1'-11" 24'-6" 1. DOOR 5ILL5 ARE NO TED FOR ALL EXTERIOR OSB ROOF SHEATHING DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS PRIOR TO LOURING CONCRETE 7NS�r \ 2x4 ENG.ROOF TRUSS 2. GAS STUB FOR FIREPLACE �C�TjoV M 12 SEE CONNECTOR SCHEDULE H.B. 5. LNDRY SINK - - - - - - - - - - - - - - - -- I - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - 4. WET BAR SINK �5 OR 7 r ---------------------:----- L J LJ L-- ------------ --------- ------------------ ---- ----------------------- , 5. WET BAR ICE MAKER W/ DRAIN — — — — — -I 6. BUMF OWNERS WIC INTO GARAGE 1/2"DRYWALL 6"GALV.SAVE DRIP I I I I i� �� i - 7. (2) FLOOR OUTLETS IN FAMILY ROOM, FIELD CLG. I �i i STEM WALL �'°'�=--- I FOUNDATION I I VERIFY LOCATION II N (2)2x6 EE- 2X8 EXPOSED RAFTER TAILS I I i i I b u N 8_21, co 11'-r' a 6'2" - 2 2'0"I 2 I 2'-0" PROVIDE 6" _ 1/2"DRYWALL 1 FOR SHO EK i-- ] 4"CONC. ,-- -J ; SLAB l 1 0 HAKDIE PLANK – I SIDING I I it II I I CNTRL� lul II 3'-8" , 11 f t��—� II W 1/2110 THREADED I I I ll l��_/ m LL J J I I RODS PER ( i I ,--� 11 v \�i iK�S� N o I LND KY _n III 1 ENGR'S PRG. I I I I I 11 I R-19 INSULATION I I (1 I I 1 U IIIA I 1 I 11 11 � I I I I 1 I P. VAPOR BA881ER.SEALED A"( �� ��===J� II HEAD i---- III I O Ji TOP&BOTTOM PLATES. L--- --- I , I 2x6 STUDS SPACE=D PER ENGINEERS PKG. 2'-2" 3'-8" o 3/4"T/G SUBFL00K I i I cn i � �--- 7/16"058 WALL SHEATHING I I I I o 1 _ _____ ---- ___ ------------- 2nd FLOOR 2x6 BOT"foM PLATE I 1 r 1 � r---------- F_ -- -- - - I X I I I 1 II --J w 1 FINISHED FLOOR 1 1 _ I if I j� I I �� C _�- -- u BANDING I i LL JJ _ 1 I I I REVISIONS J STEM WALL SINK ICE I 5 PLATE HEIGHT ( FOUNDATION 16'-8h" 1'11q MAKER 12'4" r---_—_— 2 2x6 I I 21'-10" — 9'-2" A/�\j i o SOP(PLA"TE NOTE: Q ' ' I I I I I 11� COMM. I �� I D/w � l OPEN WEB FLOOR JOISTS I I I WH 1.EXTERIOK FENESTRATION PIECES I I I SUCH AS FOAM BANDING ARE TO BE 1 1 —_ d�r� �� 5'-6�" 1/2"DRYWALL INSTALLED OVER THE SCRATCH/BROWN li y� COAT OF STUCCO WITH IN STRIP OF I`'( ,Ji SINK W/ II r I 1 i ( — — — J CEILING � � SELF-ADHERING FLASHING OR I I I � .� � jI 1/2""THREADED RODS SPACING SELF-SEALING MEMBRANE 1 ; I I�r' ��I D[SP. II � I 4'CONC. PEP\ENGINEER'S PACKAGE 2.THE JUNCTURE OF EXTERIOR PLASTER 1 1 L===J Ilir� i}�� SLAB o G AND FENESTRATION PRODUCTS SHALL BE L� c4J 1/2"DRYWALL SEALED WITH A SEALANT COMPLYING I I I 4"CONC.!SLAB W/FIBEBMESH OK 1 = :w 11i bN 6x6x10 W.W.M.ON 6 MIL VISQUEEN I I I c5V WITH SECTION 8613.8.1 OF THE FLORIDA I I I�CIVEkSIDE 2x6 S-fUDS INSET 1/2" BUILDING CODE,RESIDENTIAL � I I OVER CLEAN,WELL"COMPACTED FILL i _ I i � o � ,�— - - - - - - - — — —1 I 1/2"CU THREADED I I � — — — — — — — — � I I RODS PER 3 COAT STUCCO FINISH ENGR'S PKG. L - - PAPER BACK WIRE LATHE" I I 1 I I I I 3 SILL " RUN TO TOP OF PLATE. r�__� i 1 REF. 1 1-1 1 1 FLOOR i I I i i I 4 3'-6" 9'0.. 2'_6" 5'-0" ---- OUTLET VAPOR BARRIER.SEALED AT I I I L—__---� �- I PAVER I FIELD VERIFY I L TOP&BOTTOM PLATES. LOCATION i i ----� ---------r– (� PATIO Build With Confidence K 19 INSULATION ;- 1 -�+ ry 414 Old Hard Road Suite 502 4"CONC.SLAB W/FIBERMESH OR I I \ OUTLET CT I i I I - Fleming Island, Florida 32003 6x6x10 W.W.M.ON 6 MIL.VISQUEEN 7/16"OSB WALL SHEATHING I HELD VERIFY I -------------- OVER CLEAN,WELL COMPACTED 2X4 ENGINEERED I _ I -J I fE8M1TETREATED FILL ROOF TRUSSES I r__ y -----] I OCe:(904)269 27293 - I <rw... Fax: 2x6 P.f. FIBERGLASS SHINGLES 1 1 1 ` BOTTOM PLATE FASTENED PER ASTM D3161 FINISHED FLOOR — I _ I 12'-6" 8"CMU STEM WALL UNDERLAYMENT FASTENED I 5 Lot 153 W/ALL CELLS FILLED PER FBC 1507.3.8 I? //\\i/\\i/\\i/\\i/\\i/\\i/\\i/\\i/\\i/ N �,,,\,,;�,,�,,�,,�,,�,;�,;�,, 3p OSB ROOF SHEATHING I ; I , 1 Atlantic Beach FINISHED GRADE tis �i r �I 9T7 9tij SEE CONNE=CTOR I I— --T FOOTING PER �N ------- - - - - ----- _ Country Club ENGINEER SCHEDULE 1 DRAWINGS 12 1 1 5h SILL ; 5`F GILL 545 ILL I _, IOP OF I 4'-11z' `� 9'0-2 9'-OZ" 5'_0" r2-112' PLATE 15 OR 7 I I 1 1/2"CEILING I I I I ? I I 11 I I I I I I I I I I I I I DRYWALL GALVANIZED 1 I I I I I I I I I I I I I I I I I I I I I I I 1 TY F IC A L WALL SECTION EAVE DRIP Corcoran Residence II II II II II U II 11 II II II II 7" (2)2x6 II IIII II ii o � II II II it II it 7 SCALE:1/2"=1'0" TOP PLATE7" II II '; II II II w II II II II II II 2X8 EXPOSED I I I I I I a l l I I I I v z 1! I I 11 11 11 11 1 I bN II II { II II II w U II II II II II II 2'-0" RAFTER-TAILS N I I I I I I I I I I 11 v z I I I I I I I I I I I I 1 I N 1/2"DRYWALL I I II II II II II ow II II II II II II 1 I _ II II II II II i � II II II II II II ' I ' Foundation Layout II II b II II II II II II II II II II II .1 II II II II II II II II II 1 R-19 INSULATION I I I I 1 1642 Atlantic Beach Drive '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � _ I Atlantic Beach, F1. 32007 0 2x6 STUDS INSET 1/2" 1 I I I I I I– — — — — — —— — — — — — — — — — — — — — — — — —— — — — — — — — — — 28'-0o-" 21'-112' Drawn By Sheet 3 COAT STUCCO FINISH ARJ 50'-0" Date PAPE=R BACK WIRE LATE 0223-2015 RUN TO TOP OF PLATE. Scale 2 WATER RESISTANT BARRIER- 1/411 = 11-011 2 LAYERS REQUIRED VAPOR BARRIER.SEALED AT 4"CONC.SLAB W/FIBERMESH TOP&BOTTOM PLA-SES Of Plan FASTEN LATH @ 7"0/G OR 6x6x10 N.W.M.ON FOUNPATION LKey Largo 5 __j6 MIL.VISQUEEN "MIN.PENETRATION OVER CLE=AN.WELL NOTE: T INTO FKAMING COMPACTED-rERMII E 2x6 P.S. Ell a d TREATED FILL BOTTOM PLATE FOUNDATION FLAN FOR CO NCK ETE FORMING AND Written dimensions Shall have precedence over Scale dimen5ion5. . FINISHED {� I I p p p \/ p WEEP SCREED-SURFACE I L U M SING LOCATION,I\EFEI\ NCE ONLY. I\EFE � Contractors Shall verify and be re5pon5ible for dimen5ion5 and a = FLOOR �,� — SHOULD No BE BLOCKED W/ 8"CMU STEM WALL FINISH MATERIAL FOR DRAINAGE //4. //�//\///\/ / / / / / // W/ALL CELLS F]LLED a a PURPOSES /\ a \\\\\\ \ \ \ \ \ \ \ condition`;of the job. TO A5 50CIATEP ENGINEERING PKAVVINGS FOR, Northeast Florida Design,Inc. hereby re5erve5 its common law + /\\/i\\/i\\/i\\/i\\/i\\/�\\/�\\/i ' copyright5 and other copyrights in these plans,de5ign5 and ideas. /\\�i\�i\\\/i\\\/i\\�i\\�//\�i\\�i\ FINISHED GRADE FOOTED LOCATIONS AND DETAILS. 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 /\\/\\/\�\\/\\/\\\/\\/\ 'I�' \\//\\\/\\/ party without first obtaining the express written perrni55ion from TERMINATION OF STUCCO \//// //////\\//\\// /\\//\\ FOOTING PER STUCCO TERMINATION PER ASTM C-926 A2.2.2. /\' ENGINEERED DRIP SCREED INSTALLED PL=R ASTM 1063-03 \\//\\//\\//\\//\\//\ / DRAWINGS Northeast Florida Design,Inc. fl2�627 ��n���� B11v�1 TYPICAL WALL SECTION � � Suite 702 SCALE:1/2"=1'-0" ortheast Jacksonville, FL 32223 FloriE{a Design,Inc. 904 2610 3319 NOTES t DEG.TRIM TYP. _ __ 4 12 -- -- -- -- -- -- -- -- -- - _ BUILDING HEIGHT ____________________ ---- ---------------------------------------------------------------------------- — i II 11 1 Q HARDIE PLANK ! I I I I Li iI I I I I I cv� , , SIDING TYP. u 11 z I I yf I 4"FRIEZE"(YP. 2020 FIXED ri . • . BLACKOUT WINDOW ' CRICKET iIV 1I I 1 5'12 12"SHUTFERS TYP. 11 ' I ' I I I' i t i t 11 I I 'I . I I I I I I I 1 I I J 12 � II � I I I z I PLATE HEIGHT r ------------------------ 5:12!FlPGLI -----------------------------------------------�_-_--__-------- I ---------------------------- IIL —— —— __ �{=_____ r===_— --- -------- I I I; —— —— —— PLATE HEIGHT 5 --- - --- LJ I I �I HARDIE PLANK II n II I I N I I I I I SIDING TYP. I I rip I DEC. ORBEL I I I DIMENSIONAL tifp i rQ I 18"SHUTTER 5 TYP, 6"HARDIE FIBERGLASS TRIM TYP. SHINGLES(TYP) N I I I I I I; 36"h KAILI TYP. II L------j 1 I I I' �� II Ij II Ii J1 I I tilp I 4"P.T.POST a i i RIDGES I I --, WKAPF ED TO ILLU,IEo I I 7:12 U �Q V 7:12 ---- , ----, 10X1 TYP. r u r____ �____� �_____ -XE----SI FINISHED FLOOR -JJ ti xi-------- -- -- 12 1 I I I i I I r--- —�; ----`--------�i m'L�tM ' FINISHED FLOOR PLATE HEIGHT LU lullPLATE HEIGHT J W o fi� DEC. ORBEL U 70 :• :'-: •: . Vo m - ' - REVISIONS U. -- N6 - 24"OVERHANG EXPOSED RARER TAILS a o STUCCO FIND H _ 7:12 : 6"BANDING TYP. o 7:12 4"P.T.POS .:... WRAPPED TO .. 10X10 TYF. �Q j N6 GAB L ENP FIN15HEP FLOOR LEE' :. : _ FINISHED FLOOR C', J tl _ GRADE all GRADE N •" an KOOF FLM FRONT ELEMTION6'h EQUIP. KIVERSIDE SCREEN WALL t an Build With Confidence NOTE: 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 ce: 904 264-6553 51�1�AY FOf�M INSULATION O ( ) NO ROOF VENTING 1\EQUII\ED " p4 v Fax: (904)269-2729 _j 11 11 Lil Lot 153 DIMENSIONAL FIAtlantic Beach ach SHINGLES((YF) Country Club 12 112 7 PLATE_H_EIGH F Corcoran Residence 24"OVERHANG DEC.CORBEL ROOF ® Plan/ gHARDIE PLANK "i SIDING TYP. Elevations 6"HAP PIE 4"P.T.POST 1r 2 (RIM"(YP. �6"h RAILING TYP. WRAPPED TO 5 1642 Atlantic Beach Drive 10X10 TYP. Atlantic Beach, Fl. 32007 FINISHED FLOOR PLATE HEIGHT T, Drawn By ARJ Sheet Date 02-23-2015 . '. : - EXPOSED RAFTER TAILS `.... DEC.CORBL-L : . .. - - • . . . - .. - Scale 3 .. 1/4" = I -011 STUCCO FINISH Plan of . .. . . - . : : . . .. ... . .. .. . .. • - • :- .: . = Key Largo_B2 5 : 6 BANPING(TYP) :- --.-., ,.. . 411 P.T.POST WRAPPED FO Written dimensions Shall have precedence over Scale dimensions. 10X10 TYP. Contractors Shall verify and be res on5ible for dimensi on5 and P STUCCO FINISH :.. : . ' .• :-., :. . :- .. . .- coed rion5 of the job. • .• ... _ -- -- Northeast Florida Design Inc hereby reserves its common law _ :•. .. • . ., .. :• . . ... . ... ... ...• '- ,. .. .. - . . .. . :• :. .- .- - - - . . . - - :���-: . .:. . . .. . . . .. copyrights and other copyrights in these lans,de5i ns and ideas. • •• - - - - - - F[NISHLU FLOOR a p g :• . - o -these plans,designs and ideas are not to be copied or changed in any N manner or form whatsoever,nor are they to be assigned to any third GRADE — party without first obtaining the expre55 written permission frorn Northeast Florida Design,Inc. LEFT SIDE ELEMTION 12627 San Jose Blvd 0 Suite 702 LLLU 'I » ortheast Jacfl��onvgflfl� FL 32223 Florida Design,Inc. 9;0426fl 3319 I : - - � A NOTES 1. REMOVE WINDOW AT KITCHEN DIMENSIONAL FIBERGLASS NOTE:SHINGLES(TYP) 5FRAY FOAM INSULATION LLU12 ' NO ROOF VENTING REQUIRED 6"BANDING(TYF) 12 Z � __ _ __ PLATE HEIGHT PLATE HEIGHT —— —— — EXPOSFD RAFTER TAILS DEC.CORBEL HARDIE PLANK HARDIE PLANK I� 1� SIDING TYP. SIDING TYP. 4"P.r.POST 6"HAP,PIE 4"FRIEZE TYP. WRAPPED TOTRIM TYP. 10X10 TYP. 36"h RAILING TYP. 12 —— —— FINISHED FLOOR FINISHED FLOOR PLATE HEIGHT PLATE HEIGHT U. 24"OVERHANG _ .: . :. . . . :-.-• '• .' - . REVISIONS DEC.CORBEL " ...:. . :.. : .. .. :. . ` �kD :- .• ... , .. •. - .. .. ... .- . .. - . - :. .. .. . . _ :.. . STUCCO FINISH o 4"P.T.POST STUCCO FINISH WRAPPED TO ::• 10X10 TYP. FINISHED FLOOR FINISHED FLOOR c� GRADE--\� N +� GRADE ..• —— —— wll.�� ii N1�1 FIGHT SIDE EL -MT10N 6'h EQUIP.. IVERSIDE SCREEN WALL Build With Con *deuce 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Lot 153 12 DIMENSIONAL V FIBERGLASS Atlantic Beach SHINGLES(TYP) CRICKET Country Club LLLL J1 12 PLATE HEIGHT 11 11 1HI 11 -- STEPS Corcoran Residence (DIN WATER SHEDDING FASHION. STARTING AT THE BASE OF T HE SECTION A WALL e WORKING TOWARDS THE AFTER INSTALLATION TOP.INSTALL THE WEATHER THROUGH WINDOW JAMD RESISTIVE BARRIER TO THE FACE SEAL ALL CORNERS OF HARDIE PLANK OF THE SHEAT HIND. MECHANICALLY JOINED FRAMES TO 51DING rYP. -� ©APPLY SILL FLASHING. SEAL FRAME SEAM JUNCTURE. APPLY JAMB FLASHING Elevations 6j Q APPLY BEAD 01=SEALANT 6 HARDIE AROUND THE PERIMETER OF THE ©HEAD FLASHING 1 RIM TYP. WINDOW MCUNNTING FLANGE.TERIOR CE)01 APPLY A CONE.SEAL ALONG MOUNTING FLANGE AT I HE Q IMMEDIATELY INSTALL WINDOW HEAD.FLASHING GOES OVER MOUNTING FLANGE.EMBED - - 1642 Atlantic Beach Drive USING PAN HEAD SCREWS TO BO FTOM OF HEAP FLASHING AGAINST SEALANT(FLASHING FACILITATE INSPECTION. GOES OVER SE-ALANT).EXTEND HEAD FLASHING BEYOND V1=LACHING. Atlantic Beach, Fl. 32007 Q APPLY BEAD OF SEALANT EACH JAMB FLASHING.FASTEN IN PLACE. F FLANGE Al EAP O OF MOUNTING FLASHING AT HEAD EXT ENDS WEATHERED RE5ISTIVE BARRIER. ACROSS THE FACE J 1 — ®APPLY HEAD FLASHING. O SECURE WEATHERED "BCYOND JAMB FLASKING SEALANT BEAD BETWEEN MOUPtfINC FLANGE FINISHED FLOOR RESI51IVE BARRIER CO) AND FLASHING. EXPOSE=D RAFTER TAILSLlit ' -' - - - HEAD. �,� ®REMOVE PREVIOUSLY APPLIED �� y RESISTIVE BARK ER TO FLAT Drawn By ARJ Sheet PLATE HEIGHT OVER HEAD FLASHING.APPLY NEW C5-1/2° {` CUT.SEE DIAGRAM. R DIAGONAL ©CK5IDEAPPLY IM RIOR OF THE o10UNT NG FLANGLANT 1-0 1 P Date 02-23-2015 uu : . .:. 5H EATHING 1 APE OVE 1 c - O • . - - -' '•' •�'• •••.•. •� NL WIl H ANY PRL--PUNGHCD HOLES OR SLOT 5 6 RO ND THE T J I ETER PLACE BEAD IN Scale OVERHANG n _ i4 11 . 4 L 8 - u .. . . [:�2 10 O 3 1/4 — 1 -0 ' 3 O I of : . . . . Plan Eln:I - A r _;; --.. . . - - -•.. •; ;' ..• _.., ; : ,. - ;y ,i GUT =� SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE Ke Largo B2 I' :•. :;. _ i LINE I PLUMB AND LEVEL CONDITION.USE CORROSION I A Y g 5 RESISI"ANI"FASTENERS.FASTEN WINDOWS PER STUCCO FINISH .- .. ..,. ,. ..- .:, ..'•; .. '•-: •• . . - .. - - . . _ :. .. .. : • - -- -- ,. . •:•' : - - . .: :• ,•" - �,i i -� WINDOW MANUFACTURER 5PL-GIFICAT IONS. 6 BANDIN (Ty P)- -:. . '•'�.. ( ) I �/ '- ' �"''' •. .., .. .- •-. .., :.•.' ...•,... . •. . .... •-..• .' .'• . ., .. .. .. - ASHING. SEALANT Wri I nenSion5 5hall hprecedenceve over 5cale dlmen5lo n5.51L1 F Contractors Shall v men51on5 and verify and be responsible for dl condi riorn5 of the job. ._ ..•: ., . .. ,. .,• -. .. .. .... -.:; ' -' : ::- -,. .. .. .. .. iQWEATHCRCD RE5I57[VE BARRIER : - AT A 45 ANGLE.CAREFULLY GUT THC BARRIER ON A • DIAGONAL.GENTLY RAISE THE TOP EDGE OF THE BARB Northeast FlOrld'1 Pe51gn Inc hereby reSerVeS Its Common law FINISHED FLOOR TOTHE i UP AND TAPE THE TOP CORNERS AND CENTER • .:: .:'• .-.. : •' . .., .• - ., ; . .. —— —— ideas. - - - . •• — _ 4 opyrightS and other copyrights in these plans designs and • EXTERIOR WEATHER RESISTIVE BARRIER ABOVE. O = The5e IanS de5i n5 and ideas are not to be copied or chap ed in an • ..' ' . JAMB FLASHING :. ® manner or form whatsoever,nor are the to be aSSi ned to an third :.,.. - nn +I EXPEND JAMB FLASHING TO 0/ERLAP SILL FLASHING. Y � y --- 220 rm ABOVE ROUGH arty without first obtaining the expre55 written permi55ion from LL— - •: ' - -•' .-; .'• TEND JAMB FLASHING 8-1/2"( ) GRADE Ex p OPENING AT HEAD.APPLY TAPE A CORNERS TO IVOrthea5t Florida De51gn,Inc. TEMPORARILY HOLD FLASHING IN PLACE UNTIL WEATHER KE A F\' ELEVATION RESISTIVE BARRIER 15 APPLIED. INTERIOR VIEW \\-6'h EQUIP. WINDOW INSTALLATION METHOD 13-1 TOP LEFT CORNER OF WINDOW SCREEN WALL WEATHERED RESISTIVE BARRIER APPLIED PRIOR r0 THE WINDOW INSTALLATION.FLASHING APPLIED BEHIND 1 HE MOUNTING FLANGE. 12627 San Jose ]Blvd Suite 7102 ortheast Jacksonville) FAL, 32223 Florida Design,Inc. 904 260 3319 E c NOTES 1. UNDER CAB. LIGHTING 2. KITCHEN OUTLE"r5 TO 3E PLACED UNDER CA35. 3. OUTLET FOR ICE MAKER AT WET 3AK 5. (2) RECESS LIGHTS W/ DIMMER AT LOFT 4. REMOVE FAN AT LOFT — _ G—J 5. (4) RECESS LIGHTS W/ DIMMER AT DESK GF r - - . � 71 qP o 0 0 6. FLOOR FLUG AT LOFT, FIELD VERIFY LOCATION \\� �, GFI — — — ------ — — — — — — -1 7. (6) RECESS LIGHTS W/ DIMMER AT BALCONY 1 \ n° p� I 8. (2) RECESS LIGHTS AT LNDRY ROOM I T I 0 0 ' 3 I 9. (3) RECESS LIGHT IN HALL ILO STANDARD LLJ1-- -'� 10. RECESS LIGHT W/ DIMMER OVER WET 3AK qp Q 11. (2) RECESS LIGHTS W/ DIMMER IN DINING AHU F SEG SYS. \`\ GF' 12. ADDT'L (5) RECESS LIGHTS W/ DIMMER IN \i PREWIKE \i I KITCHEN 13. (5) RECESS LIGHTS W/ DIMMER IN FAMILY PKE-WIRE& ; �' ROOM BRACE ONLY , �-� 14. ADDT'L OUTLET OVER FIREPLACE s It i `, I I O LNPRY QO ;;W �F' ; 15. (2) FLOOR OUTLETS IN FAMILY ROOM, FIELD PRE-WIRE& PKE-WIRE& 11 \\ O \� , 1\ 'r ' SINK I I i i d I / BRACE ONLY O BRACE ONLY I \\ \\ ; i _ ',4-I VERIFY LOCATION ,'' I \\ �. � I I _i � i i I GFI � F-— -� 16. (6) RECESS LIGHTS W/ DIMMER AT PORCH I`------__ _ — ' \`•�� ----- ' I GFI i` D ; I I 17. (2) FAN PREWIRE AT PORCH -- I 1 coI ---- --------"-' F --- -- Sqp_ L—J i LOCATE /O O PANEL I BOX / TANKLESS D 3 3UV- - -- GAS WH L\9 3D UNDER 3 CAB--_) AFI , 1 ,–__ GAS REVISIONS SINK ICE MAKER \\\`LIGHTS10 T s ` \ / 1 UNDER— P ---' AIC -- OUTLETS ��, \ 1 GABS /� \ G.D.O. COMP. 1 / 1 / FLOOR I P 1 / I / I i F'/ D/W /1 IFI \\ 1 OUTLET I a -<> 1 / \\ / / \\ / I � — _- 1 w � PRE-WIRE& TO SWITCH \\ i' o,' SINK�� / z o/ O — BELOW \ I I < wl I SERVICE OUTLET / BRACE ONLY / �� / \ ,� I I w/DISP. � � � � I FOP A/C COMP. 5EL 9W-- To CCH -(�- \ -\ \ / I I/ o- -\ JI / / \ CD C \\ \ j 1 ' I I _ `� IRRIGATION I I 1 I ,'' \\\\ I I - -- f6UTLE"f5 ' \\ I GH \\\ mom CIRCUIT is Illi �9 I 1 Ap ' �` — � UNDER I GF CAS -------- ------ RAVEKSIDE -o I' _ ----------_ \`\ - '1\SLI \ \ \ REF. I _ _ ES M/W FLOOR \\ i --�---- - H M /- ' clRculr -rL- J ?{ OUTLET 1 --------L-------------- Build With Confidence ■■ 1 , PRE-WIRE& \ PKE-WIRE& w ` ` BRACE ONLY \\\ BRACF ONhY IUj l d -- -_- 414 O Hard Road, Suite 502 ''----------- I I rub \\I PRF-WIRE & FL00 _ TO Fl ,IS and, Fl ori a 32003 _ BRAGE ONLY FIXTURE - '� Once: (904) 264-6553 / El Fax: (904)269-2729 - ----- --- - --- -- --= - - -- -- - - - - \\\ II II To CHANDELIER I ABOVE ' Lot 153 2ND FLOOK ELECTf�ICAL FLAN -- ' Atlantic Beach 1 / C I I \ \ Country Club `\`` ------ Corcoran Residence \\ PRE-WIRI & PRE-WIKE& \ BRACE ONLY BRACE ONLY Electrical Plans ELECTKICAL LEGEND -"- 1642 Atlantic Beach Drive 110 DUPLEX OUTLET CEILING MOUNTED LIGHT Atlantic Beach, Fl. 32007 HALF-SWITCHED OUTLET FI GFI DUPLEX OUTLET PULL-CHAIN _ Drawn By Sheet WEATHER PROTECTED OUTLET _ ARJ ( - WALL MOUNTED LIGHT CEILING OUTLET Date 5 �p p p 02-23-2015 ® FLOOR OUTLET 00 RECESSED LIGHT FIXTURE IST FLOOI\ ELECTI\IC/ \L FLAN. Scale 220 OUTLET1/4" = 1'-0" 0 SPOTLIGHT � � Plan Ke Lar o B2 of ® SPECIAL PURPOSE OUTLET 5 Y g - SWITCH EXHAUST FAN W/ LIGHT Y3 3-WAY SWITCH 0 EXHAUST FAN ' Written dimem5i0n5 Shall have precedence over Scale dimen5ion5. �h 4-WAY SWITCH Contractors Shall verify and be re5pon5ve for dirnen5ion5 and FLUORESCENT �o DIMMER SWITCH ® FIXTURE conditions of the job. Northeast Florida Design, Inc. hereby reserves its cornmon law copyrights and other copyrights in these plans,designs and ideas. CARRIAGE LIGHT TELEPHONE These plans,de5ign5 and ideas are not to be copied or changed in any 0 � cry CABLE TV manner or form whatsoever,nor are they to be a55igned to any third DOUBLE FLOOD LIGHT party without first obtaining the expre55 written permission from Northeast Florida Design,Inc. PREWIRE & BRACE CEILING FAN WITH LIGHT PANEL 30X I Q SMOKE DETECTOR 112627 San Jose Bllvcl Suite 702 ortheast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 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 OSB OR PLYWOOD PANEL EDGES REQUIRED TO LAP BOTTOM PLATE 18"AND BOTTOM DTT2Z (8)Y4'x 1 Y2"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN ST-3......................1ST L Building Code o_ O ALL WALLS MEMBER OF TOP PLATE. EDGE NAILING SHALL HAVE ;"EDGE DISTANCE FROM EDGE OF (NOTES 2,3) %"O x 4 Y2"EMBED EPDXY OR SCREW ANCHOR CS18/CS18 (9) 10d COMMON EACH END OF STRAP EVEL STRUCTURAL FRAMING PLAN 2010 Florida Building and Residential Codes O z ST-3A....................1ST LEVEL ROOF FRAMING PLAN W_ _ PANEL. ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) Code for Design Loads w MIN /16 RIZONTALLY W1 8dHTT4 (18)0.162"x 2 YZ'IN STUD/BEAM/TRUSS, I- w FLBRIICK VENEER BLE VENEER& COMMON: O.C/16 AAT PANEDLOEDGESB OS, 6L O.CO ION THE FAIELD 2 4LLED OBLOC ING S REQUIRED ( OTES 2,3) /a"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) 7 10d x 1 YZ'EACH END ST 4A.....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) Cn ANSI/ASCE 7-10 w N a MTS12/MTS12 O ST-5......................TYPICAL WALL SECTION SHEET M ROOF LOADING..... . - J U) (NOTE 8) AT UNSUPPORTED PANEL EDGES. • •...........•.,.,........•.•.•.,.••.•... ST-6......................SECTIONS AND DETAILS O TOP CHORD LIVE LOAD..................................20 PSF 5 a ¢ BRITTLE VENEER MIN 7/s"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED H RIZONTALLY W/8d HTT5 (26)0MBE x 2 CIN STUD/BEAM/TRUSS, ST-7......................SECTIONS AND DETAILS IF APPLICABLE N .........................7 PSF (EXCLUDING BRICK VENEER) COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. x4 BLOCKING IS REQUIRED 5 " MS24/MSTA24 (9)10d COMMON EACH END ( ) TOP CHORD DEAD LOAD...... (NOTES 2,3) / Q1 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) BOTTOM CHORD LIVE LOAD (NOTE 6) AT UNSUPPORTED PANEL EDGES. LEGEND M ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) HDQ8-SDS3 (20)SDS/a x 3" SCREWS IN STUD GROUP J 15 7 MS36/MSTA36 (13) 10d COMMON EACH END LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL 0 LL ATTICS WITHOUT STORAGE....................... 10 PSF YON TILE ROOF MIN /2 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION / DIA.x12"EMBED ANCHORIN CONCRETE U z PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: "O.C.AT PANEL EDGES AND EOR ENGINEER OF RECORD CV (NON-CONCURRENT) w _ (NOTE 7) EW 'EACH WAY U p x � 8"O.C. IN THE FIELD (38) 16d SINKERS INTO STUDS (11) 10d x 1 /' IN TRUSS/RAFTER _ BOTTOM CHORD DEAD LOAD........................5 PSF I- w STHD14 HTS20/HTS20 OSB ORIENTED STRAND BOARD O w F- MIN%s"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH (WET EMBED) (11)10d x 1 /2"IN TOP PLATE AND/OR STUD CV 0 M O = z SHINGLE ROOF LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING WSP WOOD STRUCTURAL PANEL � U) WIND LOADING.................................................Cd=1.60 Cr U) " SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. LTT20B 10 10d x 1 Y2"IN STUDS SYP SOUTHERN YELLOW PINE ASCE 7-10,3S GUST........................................130 MPH ( ) (5)8d x 1 /2 IN TRUSS BASIC WIND SPEED FLOOR DECK SHEATHING: 23/2'T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PA EL EDGES, 12"O.C. IN THE (NOTE 2) Y"x 6"EMBED EPDXY OR SCREW ANCHOR HA4/H2.5T (5)8d x 1 %"IN TOP PLATE SPF 'SPRUCE-PINE-FUR CONT CONTINUOUS I I EXPOSURE CATEGORY.................................. C (NOTE 5) FIELD. O.C. ON CENTER � BUILDING CATEGORY..................................... II 3 ABU44 (12) 16d COMMON& 5/"x 7"DRILL&EPDXY (5)10d x 1 %"IN TRUSS ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: MIN /e OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d HA8/H8 LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. N (5)10d x 1 / IN PLATE I (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) M COMMON: 3' O.C.AT PANEL EDGES, 12' O.C. IN THE FIELD. INTERNAL PRESSURE COEFF........................ 0.18 5 „ LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE (12)16d COMMON& /8 x 7' DRILL&EPDXY (9) 10d x 1 / IN STUD 0 � _j -� C&C DESIGN PRESSURES.............................. (SEE TABLE 1) SHEARWALL(SW) SHEATHING: MIN /s"OSB OR PLYWOOD W/8d COMMON: 3"O.C.AT PANEL EDGES, 6"O.C. IN THE ABU66 TSP PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. � N (NOTE 8) FIELD. (12"EMBED AT GARAGE DOOR RETURNS) (6) 10d x 1 /2 IN PLATE r QTA QUICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORS O FLOOR LOADING..............................................Cd=1.00 NOTES: HU48, HUC48, (14) 16d COMMON IN HEADER QTB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS LU 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 IN LIEU OF 8d RING HU28-2, HUC28-2 (6)10d COMMON IN BEAM SPH4/SPH6 (12) 10d x 1 Yz"IN STUD QTG QUICKTIE GREEN, SEE TABLE 6:UPLIFT ANCHORS J TOP CHORD DEAD LOAD................................10 PSF SHANK NAILS. (0.148"x3"LONG). QTO QUICKTIE ORANGE, SEE TABLE 6:UPLIFT ANCHORS z o o 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 INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS 0 (n 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 HUC210-2 ' (8))1 1 10d COMMON IN TOP PLATE 0d COMMON IN STUD/HEADER OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF 3 THE APA. O (18) 10d x 1Y2"IN TRUSS W/QUICK TIE UPLIFT ANCHOR U 4 SDS%"x 1 Yz" SCREWS IN TRUSS/RAFTER QGT NTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 5. FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE MANCE AND 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 -2 TOP CHORD LIVE LOAD................................ ..60 PSF SQUEEKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. TOP CHORD DEAD LOAD................................ 10 PSF 6. BLOCKING AT PANEL EDGES IS AN APA RECOMMENDATION PER TECHNICAL BULLETIN Q370(STUCCO). ISPECIFICATIONS) o cc BOTTOM CHORD LIVE LOAD...........................0 PSF 15 (26)16d SINKER IN WALL FRAMING QGT2 (30) 16d x 1Y2'IN TRUSS W/QUICK TIE UPLIFT ANCHOR STRUCTURAL WOOD BEAM �• _ BOTTOM CHORD DEAD LOAD........................5 PSF 7. /s2"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD LGT3 (12)SDS%"x 2%"IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN MAXIMUM FLOOR TRUSS SPACING...............16"O.C. WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32'APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. LLI 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES W/ NOTES: Z > O WALL STUDS FRAMED AT MAX 16"O.C. FOR WALL STUDS FRAMED AT 24"O.C.,2x4 BLOCKING IS REQUIRED AT UNSUPPORTED 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. FOUNDATION KEYNOTE CALLOUT 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. U ROOF TRUSSES.............................................. LL/240 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): ZLI H TL/180 • QTB=DTT2Z, LTT206 STUD COLUMN KEYNOTE CALLOUT � TL MAX 1"UP TO • QTG=HTT4 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS 0 40'SPAN TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING IN O.C. • QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) TO MATCH WALL FRAMING SIZE AND GRADE, UNO. U 4. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED - Y OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 NOTES 1,2 ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 2 STUDS w w TL/240 BRITTLE FINISH-L/240 FLEXIBLE FINISH-U120 5. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. o z) ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN a TL MAX 3/4' BEARING CONDITION WALL HEIGHT WALL HEIGHT 6. POSITIVE PLACEMENT GUN NAILS,2 %"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST DTT2Z BOTTOM OF STUD COLUMN CONNECTION Z WOOD I JOISTS............................................... LL/480 &STUD TYPE S FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT BASE ANCHORS, CS16,AND MSTA FLAT STRAPS. •1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN TL/240 TABLE 8: SPECIFIED SHEARWALLS OR QT-REQUIRED FROM TOP PLATE TO SLAB. � TL MAX%" y 2x4 SPF STUD -- -- -- -- -- - -- -- -- -- ` •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL NOTES 1,2,3,4 COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM 2x4 NO.2 SPF -- -- 2ND LEVEL TOP PLATE TO SLAB. O -- �- END STUDS TO TOP PLATE CONNECTION LO LL O (2)2x4 NO.2 SPF,2x5 NO.2 SPF HEADER STRAPPING KEYNOTE CALLOUT ti w w � Z 0 ❑ _ O 24 24 24 24 24 24 24 24 24 24 SW TYPE CONNECTION Q ❑ 2x6 SPF STUD,2x6 NO.2 SPF ° w w w Q Z � NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD Q ❑ In ❑ 0 Z SW1,SW2,SW3,SW4 QTB/QTO - w TABLE 1 : COMPONENT AND z 2x4 SPF STUD - -- - -- -- - -- -- -- -- III 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD ti UI 0 o Z w UI 0 w z z __ __ __ 2. QTB/QTO MAY BE SUBSTITUTED W/(2)MSTA24/MS24,(2)H8,OR(2) Q W _ p m Q Q w w 2x4 N0.2 SPF -- -- -- -- -- -- -- CLADDING DESIGN PRESSURES LLS III DSP. 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION 0 w W > O w w ❑ U] W 00 LL (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 Z 0 w w � w - 0 o: 2x6 SPF STUD,2x6 NO.2 SPF 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 m a Z w w J m z❑ Z o WINDOWS AND DOORS GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. Cn z a ❑ } w N m = F - ww N W F Q L7 W EFFECTIVE ZONE DESIGNATION NOTES: I I LL 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, U LESS NOTED OTHERWISE (2)ADDITIONAL WALL STUDS REQ. FOR QTO Z Q w F w 0 F F w 0 z Q III NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP < F o a ❑ � � w o WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) ON PLAN. END STUD GROUPS 07 Q z z w 0 LL ? w X p 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 HEIGH I I SW TYPE NUMBER OF STUDS m ❑ w v z O w Oz w ❑ ❑ Q w 3. WALLS DESIGNED AS UN-BLOCKED. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. III HEADER FRAMING KEYNOTE CALLOUT t9 Q Q 0 W w ❑ 0 Q 0 w A Z X O p F ❑_ - 2 ❑ Z 21 -50 ft2 +23.42 -25.51 +23.42 -30.58 BLOCKING AT HORIZONTAL PANEL EDGES'IS RECOMMENDED FOR STUCCO VENEER,SEE TABLE 2. �`'`� III SW1,SW2,SW3 2 (2)2x10 1 /2 ,f NUMBER OF KING STUDS EACH SIDE OF OPENING W EE w W I. Z n F N VV WWZ XQW _ Q 51 -100 ft2 +22.01 -24.09 +22.01 -27.74 TABLE 4: NAI L S1Z LEGEND TABLE 5: FAST N ERS I N SW4 3 z w w Q w w m F o " _ z w W . III 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP NUMBER OF JACK STUDS EACH SIDE OF OPENING Z ? _ } z Q p - _ a n o m Q w z 101 -200 ft2 +20.91 -23.00 +20.91 -25.56 NOTES 1,2,3,4 X REQUIREMENT. SIZE OF HEADER(ALL HEADER TO BE NO.2 SYP Z 0 p o z } u to w a Z z 0 PRESSURE TREATED LUMBER III I z W z o I - W �a En W Q F � UNLESS DESIGNATED AS LSL, LVL, PSL,OR WSP) W Z o F DIAMETER LENGTH W - M W L9 F 2 n - VINYL SOFFIT MAX PRESSURE(psf) +24.61 -32.95 III END STUDS CONNECTION(NOTES 5,6,7) Q = Q z } z = C w m _ w Q w 8d COMMON 0.131" 2-Yz" PRESERVATIVE FASTENER TYPE III III 1 ST LEVEL 2ND LEVEL STRAPPING NUMBER OF PLIES IN HEADER F 2 z F ❑ z w 5 ❑ w F GARAGE DOOR PRESSURE SEE FRAMING PLAN 8d RINGSHANK 0.113" 2 3/" SW TYPE z v z ❑ 2 w o Z Q HOLD DOWN (IF QT-NOT APPLICABLE) IY 0 w z ¢ F F . x z 0 ACZA STANDARD CARBON STEEL III III v I- _ 3 N a m Q ❑r1 F _ n n 10d x 1%2' 0 148'y 1%" I I ;, III SWI QTB OR DTT2Z MS36/CS16/MSTA36 FRAMING N�JTES J SW2 QTG OR HTT4 (2)MS36/CS16/MSTA36LL 3" SODIUM BORATE(NOTE 1) STAINLESS CONNECTORS AND III III 1. POWERS AC100 TE�.L,`GOLD,OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE Z SHEET No.: FASTENERS REQUIRED. 10d COMMON - 0.148" 3' I I( 't III SW3 QTO OR HTT5 (3)MS36/CS16/MSTA36 "'ANCHORING.'QUIC�TIE CONNECTOR OR THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A 0 ST- 12d COMMON 0.148" 3%a" CONNECTORS MUST HAVE I I SW4 HDQ8 (4)MS36/CS16/MSTA36 HOLE%s'GREATERITHAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL THE HOLE IN THE CONCRETE F 16d SINKER 0.148" 3%4' ALL OTHER PT (NOTE 2) Z MAX, G120 OR TRIPLE ZINC I III AND WOOD BOTTO PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER Q COATED FINISH. IN$T,4LLATION. STRUCTURAL 16d COMMON 0.162" 3%" (INCLUDING ACQ& MCQ) ALL FASTENERS MUST BE HOT BOTTOM PLATE ANCHOR SPACING(NOTE 7) 2 s„ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND CL SPECIFICATIONS NOTES: DIPPED GALVANIZED. SW TYPE MAX ANCHOR SPACING F 3 1 1,. DETAILED BY OTHER. 0 JOB NO.: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: SW1,SW2 /a DIA.@ 24"O.C. OR/ DIA.@ 24 O,C;:. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS U RS0701 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON SW3 3/a"DIA.@ 16'O.C. OR%2DIA.@ 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 SW4 %"DIA. "O OR%"DIA. @ 16"O.C. 4. BEAMS IDENTIFIED�BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. p F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS -EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN v "" `" - - 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 NDATION WITH LIKE STUD PLIES. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 GALVANIZED NOTES: FOU0 Atlantic Beach A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY BE USE 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. J SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL, HOWEVER THIS APPLICATION MUST BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF STAGGERED. ¢ Country Club 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRIER 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. 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.: SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIAL. U 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 9. ALI MULTI-PLY TF USS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR Z 153 EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . BEAM THICKNESS` ND 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: 5. 2ND LEVEL SW'S-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: 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. 0 Key Largo-132 CONCRETE/ MIN. EDGE DISANCE • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD HEADER FRAM IN G 0 SYMBOL DESCRIPTION MASONRY TENSION CAPACITY DOWN. I Z DESIGNED: EMBEDMENT MONOLITHIC SLAB CMU 6. DESIGNATED SW S WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, LINO. 1. ALL HEADER JACK AfID KING STUS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON @ 8 = 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON. SCREW IN O.C. STAGGERED. U MJP/JEF ONE STORY QTA(QUICK TIE AQUA) W %"WIRE ROPE-e'STEEL STUD 23/4'/23/4' 910 LB. 1 3/4' 2 Ya" 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: �- REVIEWED: • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. x ^ TWO STORY 2"x 2"x%"WASHER @ TOP PLT ATTACH TO ACL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d Lu JPA 1ST FLOOR 4.7 FT END ZONE ,D QTB(QUICK TIE BLUE) CONCRETE AND FOUNDATION NOTES COMMON @ 3IO.C. DESIGNATION © ONE STORY 3 3 3 ,1 2 Y4" °'• EITHER TOP Of BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING Q REVISIONS DATE 1s WIRE ROPE-8'STEEL STUD 4'/4" 1,527 _B. 1 /4 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE x © TWO STORY 2%"x 2Y4'x%"WASHER @TOP PLT 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). Q QTG(QUICK TIE GREEN) 3. ALL REINFORCING STEEL#3 AN BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). N0.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END © ONE STORY 3. TOP PLATE TO HEAgER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR �- 4'WIRE ROPE-!"STEEL STUD 4"/4" 2,839 B. 2 Ya" 23/4" 4 HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. OPENINGS 3 FT OR ESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): m 3 �, 5. FIBERMESO IS AN ACCEPTABLE; LTERNATIVE AND SHALL NOT REQUIRE WWF. . HTS16 W/(10),1Od x 1-Y2"@ 16"O.C. REVIEWED FOR CODE COMPLIANCE � © TWO STORY 3' x 3"x/6 WASHER @TOP PLT P' QTO(QUICK TIE ORANGE) 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. LLI O 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 MIN 18 GA. COL STRAP WRAPPED OVER TOP PLT W/MIN(5)10d xG4 >Z 16-6"WIRE ROPE-g"STEEL STUD 6"/6" 4,455 B. 3" 3" FRC 2010 TABLE R401.4.1,AND$HALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF r FASTEN TRUSS DIRECTLY TO HEADER W/MTS OR HTS W/(14)10d r00WMW1 )TWO STORY 3"x 3"x 3/s'WASHER @ TOP PLT MODIFIED PROCTOR MAXIMUM RY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 4. FASTEN ALL HEADEgS TO KING STUDS WITH(3) 8d TOE NAILS PER SID 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. IREQUIRENlENT$ANI)CONDITIONS 0 NOTES: SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. W 1. POWERS AC100 TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE. 9. STEMWALLS OVER 4 COURSES STALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF REVIEWED®Y:. � • _r� GAS" Q 2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. THIS CONDITION EXISTS. Z 3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFER TO 10. TO CONTROL CRACKING,CUT V SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. ALTERNATIVE METHODS. OPENINGS > 6 ; 0 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 (2X4 WALLS) PLATE DIRECTLY ABOVE AND 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, �_ PEX -QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPE14INGS OR SHEATHING CONTACT THE ENGINEER OF RECORD. OPENINGS > S 0 8' U OPENINGS IN 2x6 STUD WALLS GREATER THAN REQUIRE A(2)2x6 N0.2 SPF PLANK ORIENTED � � SPLICES, NO ADDITIONAL STUDS ARE REQUIRED) 2X6 WALLS PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(8)12d COMMON TOE-NAILS AT EACH END. LL .. -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDAR WALL FRAMING STUDS). PRE-ENGINEERED TRUSSES & I-JOISTS `/ • EXTERIOR 2x6 WALLS: J� Y S�[ pLO(I a- Q 0 P A F? -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 0► .�- , G -51 UC �U L -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDAR WALL FRAMING STUDS) SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH W 0�Q r�5 r FC }-, `y •p CENGINE ERING� y 5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF Q ICK TIE CABLE. ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ( 1 1 J Iry.t/L 0 (U, 6S544 ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER py i �j CONSTRUCTION IS COMPLETE. (� `(� �- d 0 m 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING ` J �� yj-CFILE a' m 4.7 FT CONVENTION OF THE LAYOUT SHOWN.HERE. c� }.(� iI Ir ��0* I_ � , �� 2ND FLOOR END ZONE 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL f^ C< ,& U, (Ty DESIGNATION WITH THE TRUSS SHOP DRAWINGS. Yua ,�;'•,FC Q C��� 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. W tits 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. a Jeffre son, P.E. 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ©© Q ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. QT ENGINEERING o. 8544 03-18-2015 4"CONCRETE SLAB W/ 6x6'P11.4xW1.4WWF OR GENERAL FOUNDATION NOTES FIBERMESH 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010 °. 8"MIN 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 MODIFIED \/��\/�\/ 28 MAX PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S r RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT VAPOR BARRIER 12"MIN%\/\\/\\/\\/\� 50'-0" 5'-0" SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN N ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL N FOOTING TO BEAR ON 6"OPT. EXTENSION IN BRICK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - PLANS FOR LOCATION OF SLIDING GLASS DOORS. M FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN r 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE 0 LL 12"UNDER 1 STORY WALL I WITH (2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 - - - - - TAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. `p �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - 16"UNDER 2 STORY WALL BAR IN BRICK LEDGE I I I ► CONTROL JOINT (CJ) NOTES. v1_ c6 O C 1. TIMING 00 N WITH(3)#4 OR(2)#5 CONT I I O o 2 ( �o i CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING C 1 MONOLITHIC FOOTING SECTION I I 19'-0" °D 3'-8" 15'-102" THE COURSE AGGREGATE FROM THE CUT,MAKE THE CUT. IF GROUND ADJACENT TO FTG SLOPES DOWN I CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE N Q) AND AWAY FROM STRUCTURE STEEPER THAN I I I I ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. N 1'-0"VERTICALLY PER T-0"HORIZONTALLY, I 2. DEPTH M LL_ CONTRACTORHAS TWO CHOICES: I ( I I - THE CUT SHOULD BEAT LEAST 1"DEEP, BUT NOT MORE THAN 1 %4'DEEP. LL N 1, PRIOR TO CONSTRUCTION,SEEK GUIDANCE I I I- - �� CJ q O OF EOR TO PREVENT EROSION OF SOIL. - - I � — — — --� I � 3. SEALING W � 2. USE STEMWALL FOOTING I I I � - I � THE CUTS SHOULD BE SEALED WITH ASEMI-RIGID EPDXY OR ACRYLIC F_ I ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. ■ z o I I I FOUNDATION KEYNOTES: ° 9 I 4 I I all(2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF U 8"x8"DEEP THICKENED EDGE < -� OR FIBERMESH i I o I W/(1)#4 CONT N CU0 a ---- 9-_- - -- -- I - - rn d a) --,a"-- e ---a----°- --a-- .1 --a - - - - I ( - I 12"DEEP FTG W/#4 @ 12" W A \�\ \/\\/\ \ :a a 4 a a \\ 7\�\\�\\ iv I _ I I EW UNDER BOX COLUMN, H0 /� //�//� / // I � ( I o FTG TO BE PROJECTED MIN j CN 6"LARGER THAN BOX to ■ a \//X 04 / I - - - - - - - - - - - - - - - - 0_ I - - - - " COLUMN ON ALL SIDES H r VAPOR BARRIER I I - -I- - - - - -� I I I 16"SQx12"DEEP FTG W/ 16 - - - - - - - - - - - - - - - - - - - - - - - - - -� - - I CJ I I (3)#4 EW 0 I - - - - - �- - - - - - J I A Y 3 BEARING WALL FOOTING SECTION i 3 I I I (3)#4 Ego°DEEP FTG W/ < I D I PROVIDE STEPS I I I D (3)#4 EW < I PER BUILDER _ 30"SQx20"DEEP FTG W/ z I i 3 I I I N A (4)#4 EW 5'-61 11'-51' I ~ 18'-8" 4'-0" 1'-8" 6'-8' I I 2 2'-0" 2 I 5'-0" o o^ ( I I I 36"SQx20"DEEP FTG W/ � 4"CONCRETE SLAB W/ I IUI (4)#4 EW ti m °w z 20 N 6x6 W1.4 x W1.4 WWF OR �' I I CJ I ° U r- Tcn I 48"SQx24"DEEP FTG W/ � Q p N o Y o w � w 0 FIBERMESH I I I (5)#4 EW,T&B UI 0 z00� 0 z w 0 J 0 w a m � — � ¢ I- W W ° p7 ¢ IX ¢ � WL 0'-0"A.F.F. I 4"CONCRETE SLAB W/ Q 1 a > ° m w W ❑ U z ❑ • SEE ARCH. - - - a •°q \d DWGS. I I I I 6x6 W1.4 x W1.4 WWF Z 0 w W w W j ° LL m N ° U / a-_-----{- I 8"CMU CHAIR BLOCK W/ � a >- w W 0 z U OR FIBER MESH (q ° o m a , z F w J m z I- 0 8"MIN I I I I U) za ¢ [7U) = wW H - ww \ 12'6" 3'0.. 2'-0'. I o TOP OF SLAB h (1)#5 CONT. W ¢ w 0 W F _ = w ❑ Z U tY z ¢ = FNJ � � F � � Zw - 0 I 1 L - - J ---------------- W Q Z < o W ❑ z m 0 o 8"x8"THICKENED 8' I I I I ° wWa = � ° ❑ w ❑ ° ¢ w FTG AT STEP-DOWN, VAPOR BARRIER SEE PLAN I r ////\\// m t7 ¢ Q � Wow � � rn0 ¢ 0w � � 3 r - - - - - r - -I VAPOR BARRIER \j I bo LO W wwZwXQZ < PwWLwz I o I m11 IM I I 4, z zw ¢ wawZZ _ji._ III CURB STEP SECTION I I I PAVERS BY I T /\ ° 0 ° - Z 4 N I _ I '--EXTENT �r #4 OR#5 VERT REINFORCING /\\/\/ z z ° ❑ z } t� u� wa � m _ z_ FF - - - - - BUILDEROF / / / / /� ww0 ¢ mz - �QFz3 � ¢ PAVERS UP TO 3 COURSES: 72"O.C. \�\\ \\ \\ w _ ❑ ❑ w m U _ - - - I _ A \ LU z � - w ° rnw ¢ � � U L - - - - I 4 TO 5 COURSES: 48"O.C. .`// / / /1// , Q = ¢ z > z x ¢ U w - W ¢ I - - - -I- I � —_ _.j \/ . 0 I- 1- xzp� Y ° zwo ° W � � I I I o o r\i z ° ¢ - ° � 0x w z LL I / / SHEET NO.: \/ ADDITIONAL#4 OR#5 IN Z ST-2 s; ,• ." I 2'-0" 1'-6" 3'-0" 1'-0" \� \/\� BRICK LEDGE J L 6„ I FOOTING TO BEAR ON FIRM //\ Q NO 4 OR NO 5 @18"O.C. I I I UNDISTURBED SOIL Q 4"CONCRETE SLAB I I 7'-6" 9'-0" 2'-6" VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE FOUNDATION W/9"BEND @BOTTOM W/6x6 W1.4 x W1.4 I `� I C° TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN O WWF OR FIBERMESH VARIES a g"MIN I I I I PLAN a• , I I 2 CAST-IN-PLACE FOOTING SPECS JOB NO.: 28"MAX I I I I I I 1-STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT U RS0701 \ 2- TORY: 10"x 20"W/(3)#4 OR(2)#5 CONT Q SUBDIVISION: \ \ a ti/ 12" - /\\ a • /\ /\\\i\\\/ j\%\\%\\%\\\ I I I VAPOR BARRIER /// I /%/ — — — — — — — — — — — — — — J L — — — — — �- — —� I CMU STEMWALL SECTION o Atlantic Beach \\ \ 1 r; 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Country Club FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 Q 6"OPT. EXTENSION IN BRICK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� -� - - COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS LOT NO.: LOCATIONS ON FND PLAN I I MAY BE OBTAINED FROM THE ENGINEER OF RECORD. z 153 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY — 12"UNDER 1 STORY WALL I WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 I I ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Ur FLOOR PLAN: BAR IN BRICK LEDGE 16"UNDER 2 STORY WALL I Key Largo-132 WITH(3)#4 OR(2)#5 CONT I I I 0'-0"A.F.F. U BLOCK W/ ZZ (BEYOND) DESIGNED: I PROVIDE STEPS TO 4"FL ATING CONCRETE w (1)#5 CONT _ SIM NO SLAB °N U MJP/JEF 5 GARAGE EXT WALL CURB SECTION I SIM NO SLAB 7 GRADE PER BUILDER o SLAB W/6x6 W1.4xW1.4 a W N I 7 N FOR FIBERMESH > :; I- REVIEWED: co w JPA �o FINISH � GRADE Q ,. REVISIONS DATE 7 SIM NO SLAB I I \�\ \ \ C) Cl) \ \ I / �- I- - - - - - - - - - - - - - - - - - - - - J �\ - - - - - - - - - - - #4OR#5VERT — \ /\\/\\/\\/ . \\ - - - - - - REINFORCING @ 4"CONCRETE SLAB W/ 6x4"CON CONCRETE FOR - - - - - - - - - - - - - - - - - - - - - - - - MAX 72"O.C. \ o ° o � z 6 W1.4 FIBERMESH • • `- -.- ° I O Y-0"A.F.F. W d=--- - =-- ' SEE ARCH. 28'-02., 2'-112.. �\ - a 4 ' , a' L--- a a S. FOOTING TO BEAR ON FIRM / ADDITIONAL#4 OR#5 Q a-.:---- UNDISTURBED SOIL z IN BRICK LEDGE VERT REINFORCEMENT TO O /\ 4"OPT BRICK LEDGE HAVE 6"BEND @BOTTOM I- I 50'-0" 5'-0" NOTED ON FND PLAN 17- PEX i VAPOR BARRIER CAST-IN-PLACE FOOTING SPECS U b' 1-SJORY:8"x 16"W/(2)#4 OR(2)#5 CONT LL 0 12"UNDER 1 STORY WALL WITH(2)#4 OR(2)#5 CONT 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT `Q j,�� r�• ����'� g� 16"UNDER 2 STORY WALL ° T�UTi�RA�s CMU STEMr ALL SECTION � ,1;��' H ► E�wN °�� 01 WITH(3)#4 OR(2)#5 CONT 1. SPECIAL CARHOULD BE EXERCISED BY CONTRACTOR WHEN BACK a ��a 6� •°°e FILLING BEHIA STEM WALL, PARTICULARLY WHEN IT IS OVER 4C3 ' ; L!I COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS -z. ' 6 BEARING CURB STEP SECTION MAY BE OBTAINED FROM THE ENGINEER OF RECORD. V 'y° : O �`- �� �� 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY Lu,) • c� FOUNDATIONPLAN 1 /4 1 O ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. ~,� .,� F LLd a IrYs on, P.E. QT ENGINEERING Q P.E.. . 5 44 03-18-20 5 I 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. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: 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 IL 4. PORCH BEAM FRAMING NOTES O A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. 0 04 B NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT a00 N WSP HDR-0/2 (2)2x4-1/2 (2)2x4-1/2 WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 14 NOTE 1 2 STUDS w0 w ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH 0 QTA Vim-, BEAM TO STUDS W/MS24, HTS20,OR MSTA24. I C WSP HDR-0/2 N B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N E IL PORCH BEAM TO TOP PLT W/MS24, MTS12, OR MSTA24. M ILL z C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. nj PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR O PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR w LO MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. J B D. BEAM ATTACHED TO EXISTING FRAMING Z ) ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS O W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. 71 5. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED z AT THIS SECTION ONLY cli 6. BLOCK ALL PANEL EDGES OF SHEARWALLS; FASTEN SHEATHING TO ALL 0 a) _ FRAMING MEMBERS/BLOCKING w/8d COMMON @ 3"O.C. EDGES,6"O.C. FIELD W � 7. FRAME WALL W/2x4 NO.2 SPF @ 12"O.C.,THIS SECTION ONLY. 1-- O WSP HDR-0/2 � r SW3 SW3 d- O NOTE 7 O NOTE 7 O O Y (2)2x10-2/1 '7 Q ESTUDS oO O 0 ~F- G U) LIDr j It X(2)2x6-1/2 d~� IL L] p a z � � Ui U) NOTE 1 � Q LL Q If] 0 W LL W o Ch J ❑ � z CJ FZ0 JEn � WUNQ: cn I` Q ap z mQ azz ❑ w LL F- O FEK � > p - ❑ v F Z Z W W ❑ ww -j U1U7Qp p p m IL F � p ) W Z F p U) z1 ❑ a } wWFNNm ❑ zp (LFaMU1Iww F - Ww Z Q = F � ❑ � ItFF � ZWQLL LL U) FFza ❑ w ❑ zL� ap � o ❑ 0WWa = � w - ❑ w � oa � � w p p ❑ w Lm 17a � DOZa Zw ❑ a2W LJ _ aFw �n_ 0 - 0_ (2)2x4-112 3%"x 9%4"LSL-2/3 z z a X ❑ p F 0 - x W ❑ z (2)2x6-1/2 4STUDS 0wo 0 w wwzWXQwaa0m Wz O � GARAGE DOOR DESIGN I� — I Z z w w l a� z z a n Z GI I- z WIND LOAD(PSF): L —J (9 [7 [7 ❑ ❑ - z a = +21.89/-25.91 Z zwo < mz - ma � z3 - FQ ::.. Lu Z ❑ � L7WL7F NWa � E C] SW3 SEE CHANGE IN _ PLATE HEIGHT G1 F = z DETAIL, SHEET p H F I- v ❑ z01 w W 0 w F - - - - - 0 � a11FLlST-6 I ? 3Nin < Zn 2 STUDS , w 2 STUDS w LL po n - O Z SHEET NO.: J 0 o ST-3 w ° o STRUCTURAL J FRAMING PLAN ***NOTE TO FRAMER*** z O JOB NO.: N N U od RS0701 DO NOT FLITCH BETWEEN PLIES OF 2 w •2x12 NO.2-SYP PT LEDGER � SUBDIVISION: _ (2)2x6-1/2 2x12 HEADER, FUR OUT AT INTERIOR ACE (2)2x10-1/1 cx •FSATEN TO SOLID FILLED CMU FDN WALL OF WALL. NO ALTERNATIVE AVAILABLE. LL C IN/(2)R6v-S%"O x 6"EMBED DRILL& O Atlantic Beach SP HDR-0/2 z § EPDXY OR EXPANSION ANCHORS LL Country Club (2)2x1 C NT US HEADER 0 Q 0 (2)2 2-2/2 (2)2x12- Q LOT NO.: co y Y z 153 HUC210-2 NOTE 4 FLOOR PLAN: BALLOON FRAME TO 2ND LEVEL th OP PLT SEE CHANGE IN O Key Largo-B2 P1 PLATE HEIGHT W/(2)2x8 NO.2 SPF @ 121' ST-7 DETAIL, SHEET I Z DESIGNED: ST-6 I I wMJP/JEF NOTES 1- REVIEWED: �I� W P 1. FLASHING&WATERPROOFING ARE OUTSIDE I I a JPA 2)I2x12 PT SYP (2)2x12 PT S YOF STRUCTURAL ENGINEERS SCOPE&SHALL I I Q BE DESIGNED&SUPPLIED BY BUILDER REVISIONS DATE 2. BUILDER TO SUBMIT SHOP DRAWINGS OF PROPOSED HANDRAIL CONSTRUCTION FOR •2x12 NO.2 SYP�T JOISTS @ 12"O.C. APPROVAL BY EOR PRIOR TO CONSTRUCTION .JOIST TO LEDGgR W/LU210 } &INSPECTION. I •RIP TO ESTABLISH SLOPE PER I m BUILDER — — _ _ _ _ _ _ 2 2x12 PT SYP —) � 2 2x12 PT SYP 2x12 PT SYP — — — — — — — — — — — — — — — — — � — — — — — — — — � = — — — — — — — — LU 2 6x6 Q 0.2 SYP PT 6x6 N0.2 SYP PT z POs FROM POSTFROM FRONT PORCH FLOOR FRAMINABOVE G PLAN AB E,(4)TOTAL ABOVE,(4)TOTAL U) PEX - O H U- Q 070% `�� �' �TRUCT Lia �` tGuc-Ijj SER NG i 10 a i5 5�}4 ° .k FIRST LEVEL STRUCTURAL FRAMING PLAN 1 /4" = 1 ' 0" STM� d � ° w LLI CL J'effr son,�P.E. Q �' QT ENGINEERING P. o. 8544 03-18-2015 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 FMING PLAN P 49'10° • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. (n (v • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. M 2"x6"x6'LONG NO.2 SYP SCABBED 2. TYPICAL BEARING BLOCK C) RAFTER TAILS PER TYPICAL WALL a) N SECTION,SHEET ST-5 • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH N DIMENSION OF TRUSS MEMBER. co NO • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS J r N M Cfl ti 00 O O r r r r r r N MM M M M M M W co N r BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 0O LL r r r O O OF- F- 0 E _0 O r r r r r r r r rr r r r r r r r r 3. LEDGER FRAMING NOTES: L • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT T_ o C J11 HTS20 J11 cu EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00 24"O.C.SPACING) 4 — • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0 J 12 LOCATIONS ON PLAN , C J12 • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER N E PROTECTION AGAINST CORROSION • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK M J13 J13 LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT J J14 FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. LL. p Ld LO J08 ROOF FRAMING LEDGER: J 2x6....................(4)12d COMMON — +_ 7' 2 ' J14 2x8....................(6)12d COMMON Z ■ J08 1 6'2" 2x10..................(8)12d COMMON (n ti 2x12..................(10)12d COMMON U) 60 1 �e Cn -6 J14 FLOOR FRAMING LEDGER(W/NAILS): Q Cif ,J08 •NOt 1 PT 2x6................(3)16d COMMON -� -2 •2x10 BON OARD EACH LOOR USS W (6)10d PT 2x8................(5)16d COMMON M •ATT CH C FLOO RUSS FIRST LOOR ALL W/ TS12 J 14 PT 2x10..............(7)16d COMMON 0 � _ L J08 r PT 2x12..............(9)16d COMMON W \Cno) N14FLOOR FRAMING LEDGER(W/SCREWS): -N N NN N N N N coN _ PT 2x6................(3)%"x 4-%"LONG#14 WOOD SCREWS J08 D D D D Z) D D 0 PT 2x8................(5)Y4'X 4-%"LONG#14 WOOD SCREWS F_ ■ 2x12 NO.2 SYP LEDGER, I— H F _ = H F— F— 1-- I— E- _ J 14 r PT 2x10..............(7)Y4'X 4-%"LONG#14 WOOD SCREWS W' SEE NOTE 3 2 = _ _ J L_ J = r PT 2x12..............(9)%"X 4-%"LONG#14 WOOD SCREWS J L J L J L J L J L J L J L J L L L M O U Cb 0 - 0 :-So 0 0 O F 0 N FS N 704 -�i LL LL LL J144. OVERFRAMING NOTES_ m ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. O O N O O (\I O N O N O N O N N r0 O O ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. Q w U_ LL LU u- V- LL V- LL' (9 LL • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/ 3 16d W Q Q Q Q Q Q Q Q LI_ J14 ( > Z ` COMMONS MIN. k- J �- J � J J �" J It J u • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT F- CONNECTOR. F- J14 ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. F05 THA422 D _ • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO ' ' ' ' ' ' ' ' ' RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. X p z E 2 2 2 2 2 2 2 2 2 � 2 2 2 2 2 t` ww � RAFTER SPAN SCHEDULE a • ❑ a ❑ m owe az F07 THA422 J 14 a ❑ Z ~ p w Y F w ❑ F07 SPACING LUMBER SIZE Lh La ❑ 0 z p in 0 w L3 m � } ap zwJ - mJzza THA422 J 14 _ 2x6 2x8 2x10 2x12 � F � ww pm � � � ❑ � w O OaW > pmw0 ❑L (nm - a F07 J J 13 12" 14'-5" 18'-3" 21'-8" 25'-6" m � F � I >. w p ❑ THA422 12'-6" 15'-10" 18'-9" 22'-1" - z 16" 07 a IL ZWFWJm ❑ zD F07 J J12 0 ;}� 24 Z < II' � � l- � zW � � 10'-2" 12'-11" 15'-4" 18'-0" w ❑ w F = = w ❑ z n r 20 L.L./15 D.L.#2 SYP (n Z ❑ ❑ z w a p 2 p ❑ THA422 oo � 0 w � � � � ° ❑ uXW :3 F 7 J HTs2o J 11 CEILING JOIST SPAN SCHEDULE z a a x F o p F ❑ - _ ❑ z THA422, O.0 LUMBER SIZE w w w Z -X Q W a �` t7 SPACING mw � F pppm Z w a a - zmww .,.. 0 J N N $z r r 2x4 2x6 2x8 2x10 � = >- ZQO � � aU00 < W0 ki, N N -� -7 -� Zp ❑ z >- L mwa � m - z1 - THA422 Q Q NOTE 1 12" 11'-10" 18'-8" 24'-7" 26'-0" W w Z J m w w m a w Q I 16" 10'-9" 16'-11" 21'-7" 25'-7" Q zaz } z = avw � � � wa ! }, 0 J J = FS01 FS01 �FSO,1� 2"x6"x6'LONG NO.2 SYP SCABBED z W Q - ❑ =O w z 24" 9'-3" 13'-11" 17'-7" 20'-11" p a RAFTER TAILS PER TYPICAL WALL ? 3 N atz- ? v FG03 SECTION,SHEET ST-5 f 10 L.L./5 D.L.#2 SYP Q OLL.08 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY Z SHEET NO.: r BUILDER IN ACCORDANCE WITH FRC R302.12. 0 ST-3A F08 ROOF FRAMING PLAN FOS O JOB NO.: Q RS0701 SUBDIVISION: F08 ry o Atlantic Beach J F08 2x12 NO.2 SYP PT LEDGER, Q Country Club SEE NOTE 3 LOT NO.: z 153 FLOOR PLAN: o Key Largo-132 O Z DESIGNED: C) MJP/JEF W 00777 F- REVIEWED: N w JPA r NOTES 1. FLASHING&WATERPROOFING ARE OUTSIDE Q REVISIONS DATE •2x12 NO.2 SYP PT JOISTS @ 12"O.C. OF STRUCTURAL ENGINEERS SCOPE&SHALL •JOIST TO LEDGER W/LU210 BE DESIGNED&SUPPLIED BY BUILDER •RIP TO ESTABLISH SLOPE PER 2. BUILDER TO SUBMIT SHOP DRAWINGS OF >_ BUILDER PROPOSED HANDRAIL CONSTRUCTION FOR m APPROVAL BY EOR PRIOR TO CONSTRUCTION p 1 &INSPECTION. W Z O W TRUSS ENGINEERING NOTES: z co I-- 27'10" 31 19' cC14 • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL p 51 10 8 TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING 1=- PEX TO THE TYPICAL WALL SECTION SHEET. 0 ®�� • ALL EXT PRIOR WALLS ARE HELD BACK 1/2 FOR SHEATHING Q U CTURAL ERG A h °° C), RAog 1 ' 0FIRST LEVEL ROOF FMING LAN 1 /4 ��- '. X.',- S Q X%.?7�ef� A ` OFY.P�e 8 QT ENGINEERING ���� � 04 FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN HEADER PER PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. S\J�/� 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS V V WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL FASTEN DBL STUDS AT END OF SHEARWALL AND KING 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: M STUDS W/(1)MSTA24 A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS N BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. ACV B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH 8"ATC COUPLED TO HTT5 IS FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. J O ` ACCEPTABLE ALTERNATIVE TO MSTA24 STRAPS AT TOP OF 4. PORCH BEAM FRAMING NOTES04 E WALL LO A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. C: NAIL THROUGH 7/16"OSB INTO SPF OR NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 000 ® N BETTER FRAMING WITH 8d @ 3"O.C.(TYP WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 4 AS SHOWN). ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL. PORCH 0 BEAM TO STUDS W/MS24, HTS20,OR MSTA24. I C: IT DBL CROSS PLATE ABOVE AND B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N E BELOW OPENING TO DBL 2x4 PORCH BEAM TO TOP PLT W/MS24, MTS12,OR MSTA24. BLOCKING W/(2)CS16 W/MIN(9)10d J C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. EACH END OF EACH STRAP(TYP AS PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR O SHOWN) PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR w ILD MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24. J � � 2 STUDS �' w 2 STUDS N 2 STUDS N 2 STUDS w ■ D. BEAM ATTACHED TO EXISTING FRAMING z FASTEN STUD GROUPS TOGETHER O O ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS O W/12d @ 8"O.C. (TYP) MSTA36 -- -- MSTA36 0 W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. YCn 5. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED Q AT THIS SECTION ONLY 6. BLOCKALL PANEL EDGES OF SHEARWALLS; FASTEN SHEATHING TO ALL C _ FRAMING MEMBERS/BLOCKING w/8d COMMON @ 3"O.C. EDGES,6"O.C. FIELD PORTAL FRAME CONTINUOUS P HD 0/2 WSP HDR-0/2 " 7. FRAME WALL W/2x4 NO.2 SPF @ 12"O.C.,THIS SECTION ONLY. HEADER BELOW O 8. FASTEN BOTTOM PLATE TO FLOOR TRUSS BELOW W/10d @ 3"O.C. (0 ■ I— 0� TIT D STUDS TO HEADER BELOW W/CS16 W/ O MIN(9)10d EACH END OF STRAP SWB1-SPECIAL SHEARWALL DETAIL U Y WSP HDR-0/2 Q N d. Z O W L0 x Z 20 EL Q - 13 Q D N0❑ w a Q Z � u100Z F ZpL] pWUO � Q � WW zomQ � Q ] z0 ww W WSP HDR-0/2 Z ow0. w ❑ Ww � pW � Np � WSP HDR-0/2 U) p ° 00a } wwF- N � m � Zrj O U) W Qa � ar� rnlwwN � cnw � i Z Q2IIIF—Wj F-o WZw � U) QF Z � � W0ZILXp � p 0 a m 0ww (LI � p ❑ WW a. aEj w0Ww w 2W zaQx OpF- ❑_ - I 0 OU W tY � pW� 1- ZQF WN ` m J w W Z x Q w v Q N W Z m0 W W QQ W2F- pLi w . Z W � z Z J F � F Z OT � I } ZQ0 - - dU ❑ L7aW V U ❑ p ❑ z } � rnWIDNZz2 - Uj w [9F- w Few v —i U- W wZo � ❑ � w ❑ QNWQL � W _ ? N ° I- F- IZF � 2 zWOpF- F- � OO z13 < U0 wpZQ ~ Z O 01- � 3Na wmUl Q0[7PzU(3 WSP HDR-0/2 Q� NLL J 2 STUDA[)'- �> LL v Z SHEET NO.:�+ MSTA3p � O ST-4 O � (2)2x6-1/2 (2)2' 0-112 (2)2x6-1/2 STRUCTURAL m FRAMING PLAN NOTE 4—/ NOTE 4 JOB NO.: BALLOON FRAME TO DBL TOP PLT O SWB1 W/(2)32x8 NO.2 SPF @ 12"O.C. UQ RS0701 NOTE 8 SUBDIVISION: I I o Atlantic Beach U- Country Club I Q LOT NO.: 12'x11%a"LSL 3%z'x11%a"Li z 153 FLOOR PLAN: Key Largo-B2 zDESIGNED: MJP/JEF - - - — - - - - - - - - - - - W -- - I— REVIEWED: w w •6x6 SEE TYPICAL PORCH SYP PT POST,(4)TOTAL •EACHH B JPA BEAM TO POST W/(2)MSTA24 Q REVISIONS DATEv SHEATHING DETAIL, •EACH POST TO FIRST LEVEL POST W/ a SHEET ST-6. (2)MSTA36 OR(2)CS 18 DO D W Z O w zeArPqEX W 0 1= • L • •'��(STRUCTI�RAL �v �'�,��/�• �' ENq�l E RING •' 3d ' LU O a O� SECOND LEVELSTRUCTURAL FRAMING PLAN 1 /4 - 1 0 f �(7) W W Jeffr r on, P.E. QT ENGINEERING Q P. 8544 03-18-2 15 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL e INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN e SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. CIO e FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. M 2. TYPICAL BEARING BLOCK a) • 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 N E 3. LEDGER FRAMING NOTES: L e FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT O EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 000 U) 24"O.C. SPACING) 4 • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0 LOCATIONS ON PLAN , C • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER N PROTECTION AGAINST CORROSION 4 e IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK N LL LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT J 30'10" FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. CD W LO 2"x6"x6' ONG NO.2 SYP SCABBED ROOF FRAMING LEDGER: J RAFTER TAILS PER TYPICAL WALL 2x6..............:.....(4)12d COMMON > SECTION,SHEET ST-5 2x8....................(6)12d COMMON z ■ 2x10..................(8)12d COMMON O Q 2x12..................(10)12d COMMON U) 0 CN Cf)D CD CD CD 0 �"� cV C M N C) FLOOR FRAMING LEDGER(W/NAILS): Y � Cn O O O O O O O 0 0 O O O O O O O PT 2x6................(3)16d COMMON PT 2x8................(5)16d COMMON _ J01 (2> HTS20 2 It (D J01 PT 2x10..............(7)16d COMMON O = ( )HTS20 PT 2x12..............(9)16d COMMON JO2 J02 FLOOR FRAMING LEDGER(W/SCREWS): F O PT 2x6................(3)Y4 x 4-Yz LONG#14 WOOD SCREWS ■ PT 2x8................(5)Y4"X 4-%"LONG#14 WOOD SCREWS r PT 2x10..............(7)Y4"X 4%"LONG#14 WOOD SCREWS d' J03 J03 PT 2x12..............(9)Y4"X 4-Y2"LONG#14 WOOD SCREWS O U 4. OVERFRAMING NOTES Y J04 J04 • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. Q • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. Q- 7' 7' • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d Z J04 J04 COMMONS MIN. O • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT L . CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. ,J04 J04 FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. � X Q z It IL ¢ • 0 JO4 J04 RAFTER SPAN SCHEDULE ¢ j m ❑ w w ¢ z J04 - SPACING Lo m ❑ ❑ � Fzmmpw0m O.C. LUMBER SIZE � w = r, Q I` I w ❑ -i Z J04 0 2x6 2x8 2x10 2x12 O F � w > Qom < on � ELL ❑ CV J 04 N 12" 14'-5" 18'-3" 21'-8" 25'-6" Z o a w w H o �` w m Q a J04 ❑ m _ } zFp 16" 12'-6" 15'-10" 18'-9" 22'-1" 0 Zmpa } wwPNwm ❑ zW W ¢ at- ¢ t� N = wwNElUIa 24' 10'-2" 12'-11" 15'-4" 18'-0" Z ¢ = F m 0 w F 1 w � Z J04 V011,V . 20 L.L./15 D.L.#2 SYP U) < Z F- Z W o - O x j - < a D Q wa = y w Q ¢ \ J04 C0 0�CEILING JOIST SPAN SCHEDULE � z Z ¢ x 0 0 0 o z En I o z J04 - W Ez t- Z �vol J04 O SPACING LUMBER SIZE LLI w Q a m z ui w LL w 4 . d 2x4 2x6 2x8 2x10 (9 t9 0z >- L m w 10. z z = ❑ J04 VO 12" 11'-10" 18'-8" 24'-7" 26'-0" z w w ¢ m ? w ¢ w 3 Q J04 J04 w wCj Z0 � ❑ wr� � � � � W ❑ - 16" 10'-9" 16'-11" 21'-7" 25'-7" Q = ¢ Z >- z2 ¢ mw � - Q � ¢ w I- � 1zFl- YpzwO ww- V0 24" 9'-3" 13'-11" 17'-7" 20'-11" — Z n ¢ n o x w Q z ¢ J03 J03 ' 10 L.L./5 D.L.#2 SYP � oI- � 3NaNQov7 � ? ov LL VO 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z SHEET NO.: J02 J02 BUILDER IN ACCORDANCE WITH FRC R302.12. O ST-4A jN CY) - V0 t04 ROOF FRAMING 0 o J01 O PLAN J01 cv -� 2 HTS20 2 HTS20 JOB NO.: Q RS0701 SUBDIVISION: 2"x6"x6'LONG NO.2 SYP SCABBED T19 O Atlantic Beach SECT ON,SHEET ST-5 FTER TLS PER PICAE WALL Q Country Club T19 U LOT NO.: c.l N z 153 T19 (}'D FLOOR PLAN: HTS20 HTS20 OJ Key Largo-132 GE01 z DESIGNED: J09 04 J09 f w MJP/JEF 1-- REVIEWED: w JPA rn o 0 0 0 0 0 0 00 0 0 o rn o- o r o Q � � � � � � � � � � � � � � REVISIONS DATE 2x6 NO.2 SYP SCABBED OVERHANG, /m ATTACH TO JACK TRUSS W/(2)ROWS 10d @ "O.C.STAGGERED&(3)10d TOE-NAILS TO GABLE TRUSS 27'10" 3' z ` 3010" O w TRUSSIGINEERING NOTES: Q z 0 • UNLESS!SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL p TRUSS TSO TOP PLATE CONNECTIONS SHALL BE ACCORDING PEX TO THE TYPICAL WALL SECTION SHEET. v 0 0 G Y- • ALL EXT RIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING L'- 0. rv•. N ISTRUGTUR4 1 •`'kj �c MGINEbRINM a r •Lij it 11011 L 0 �• SECOND LEVEL ROOF FRAMING PLAN1 /4 III n- effr n, P.E. QT ENGINEERING Q P.E. 58 44 03-18-201 TRUSS OR RAFTER TO 2XNO.2SYP BLOCKING TOFIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE TOP PLATE W/H4A OR TIGHT BETWEEN TRUSSES, (3)10d QT CONTINUOUS FROM 2ND (2)MS24/MSTA24 OR TLOK06, LINO W/H4A OF COMMONTOE-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 LO FRAMING PLAN SHEATHING TO BE CONTINUOUS TO HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER ISBLOCKBELOW KIN WOODIPANELANDCENTERO°F LOCATED DIRECTLY OVER STUD COLUMN. FASTENERS 2. PLACE QT's WITHIN 3" OF BEARING WALL END STUDS.LU III III w TRUSS OR RAFTER TO TOP PLATE _ (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT IIII I I III 3. PLACE QT's AT MAX 48 O.C. (E Q III III � OR TLOK06, LINO ON ROOF FRAMING PLAN w EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRUSS 2x6 x 6'LONG NO.2 SYP MINIMAL UPLIFT WALLS") I I( _ = III N SPANS OF 20 FEET OR LESS. QTA @MAX 48"O.C. OVERHANG RAFTER 4. PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. IIII I IIII cel co FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.O SCABBED TO TRUSS TOP 2x6x6'LONGN0.2SYP 5. QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED III III J ON PLAN.SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 10d @ OVERHANG RAFTER III TYPICAL TYPICAL TYPICAL III O LL- ONSHEET STA 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 @ IIISPACINGLINO SPACING UNO SPACING UNOIII CHORD w/MIN(16) 10d "a 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" c PLAN , SEE TABLE 6:QUICK TIE CONNECTORS ON III III00 0 SHEET ST-1 FOR TYPICAL INSTALLATION EMBEDMENT III TYPICAL QTA @ MAX It N TRUSS OR RAFTER TO TOP 11 I III 48"O.C., MW(1)PER p) STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W/HA4 IN TLOK06, UNO ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS SHEARWALL E WALL STUD SPACING. ROOF BEARING ONLY. ON ROOF FRAMING PLAN III III (QTA REQUIRED FOR d' WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF III SW SW III ROOF LOAD BEARING N Q) 1 . GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES I WALLS ONLY) N - STANDARD HEEL CONDITION RAISED HEEL CONDITION DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8: III III N (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS SPECIFIED SHEARWALLS, SHEET ST-1 IIII I IIII LLi `o ID 2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY III III �_ a) STUD SPACING PER ■ o TABLE 3:MAXIMUM BE EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD Z EXTERIOR WALL STUD FASTEN BOTTOM PLATE TO GABLE „ „ Q U) SPACING. ROOF AND TRUSS W/10d COMMON @ 6"O.C., LINO. AT APPROXIMATE MIDSPAN WITH A /2 BOTTOM PLATE ANCHOR AND 2 SQ WASHER AT CABLE CONTINUOUS U) MID POINT OF THE BOTTOM PLATE. FRODBL M 2ND EL < FLOOR BEARING. (� INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.o 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE ON PLAN SLAB SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER III III 0 _ TYPICAL: BOTTOM PLATE TABLE 8: SPECIFIED SHEARWALLS, SHEET ST-1 . IIII III w _0 TO RIBBON BOARD W/10d FLOOR TRUSS III I I I 2ND FLOOR END � COMMON @ 6"O.C. BY OTHERS GABLE FLOOR III -1 L - - L - - 1 III STUDS TO 1 ST TRUSS BY OTHERS HEADER TO TOP PLATE III I I( FLOOR HEADER W/ CONTINUOUS 2x4 CONNECTION PER HEADER (2)MS36/(2)CS18 RIBBON BOARD FRAMING NOTE 3 ON ST-1. III III WITH(9)10d EACH 2x4 N0.2 SYP DIAGONAL BRACE @ 48" END OR QTA O.C. DIAGONAL BRACE TO FLOOR NOTE 3 III III - O / 3 10d NOTE 1 &2 IIII TYPICAL IIII Y WOOD FLOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE W ( ) COMMON TOE NAILS AT EACH END. I I(SPACING LINO _ III III TYPICAL QTA @ MAX Q FASTEN GABLE TRUSS TO DBL TOP _ 48"O.C., MIN(1)PER a PLATE W/8d COMMON @ 6"O.C., UNO III IIII SHEARWALL O I 11 11 1 WALL SECTION AT FLOOR I 11 I III SW III ROOF LG WALL FOR ALT. WALL SECTION AT FLOOR - _ 11- _ _ - _ = III BEARING WALLS U) PERPENDICULAR FLOOR TRUSS CONDITION III IIII ONLY) � PARALLEL FLOOR TRUSS CONDITION IF REQUIRED QT > m (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) III III � w z ❑ (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER ADDITIONAL STUDS a wo ❑ Q z E m ui THAN OPENING IIII III REQ. IF QTO,SEE ' Q ❑ m ❑ w tL Q Z WIDTH, PRESERVE ti 1, p = w Y F p w ❑ TYPICAL IFT III III ANCHORS, SIHEETIE LO in 10, 1- z 0 w n m m QT SPACING AND DO I BOTTOM PLATE I r > p Z w J - m Z z ❑ CABLE NOT INSTALL QT ANCHORS @ 24" ST-1 w w - p m m n ❑ EACH SIDE OF III III O w w m > p 11 w N w w ❑ IA - p GABLE END TRUSS OPENING(U.N.O.ON PLAN III O.C. MAX III � opma Zm � � � mzFo TYPICAL BOTTOM PLATE ANCHOR @ MAX ) LU Z m ❑ 4 � w w lw m w ❑ z w 48"O.C. EXCEPT AT SHEAR WALLS. SEE TLOK06 @ 32"O.C. w Q w_ F Q 0 w = I w ❑ z ° m TABLE 8:, SHEET ST-1. (8"EMBED INTO .' _ _ _ - - Z Q ❑ Q J m m Z LL I- m z w w STEMWALL,6"EMBED INTO CONCRETE STUD SPACING PER ER INSTALLATION '� m p w w w o m o p ❑ w o Q EXCEPT AT HOLD-DOWNS. SEE TABLE 7: TABLE 3:MAXIMUM CORN EXTERIOR WALL STUD (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90°&45°CORNERS) I I I I m Z Q m w o w F ❑ m 1 Q p z SPACING.ROOF AND `j I w E - 0 w X �- z � < m IL [� FLOOR BEARING. 2x WOOD STUD WALL 1. (1)QUICK-TIE ALLOWED @CORNERS OF TYPICAL WALLS W/ = (,, I i TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR w w m Q m w F p ❑ m ' w w (2)2x TOP PLATE OVERLAPPING PLATES. I I I I SHEARWALL OVER HEADER SHEARWALL z-U, in o o Z Q o w w i D � z z i o QUICK TIE TO FOUNDATION 2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP Z Www ¢ mzW �QNWQ0 � < a PLATE OVERLAPS THE LOWER TOP PLATE. Y TYPICAL UPLIFT ANCHOR INSTALLATION FOR w Z ❑ 4 L9 w 0 m w 3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE < = Q z � z = Q u w m _ r, IT . a.• ��\' \\\\\\\\� a /��/��/��/�/ EACH SIDE OF CORNER ; SECOND FLOOR WALLS AND SHEARWALLS Z t=i Q E n M 0 IG w o Z Q ILL � Z Z \ \ \ \ \ \ \\ AADDITIONAL NCHORS PER 0 oI- _ 3NIw40mHzaU NOTES P, 1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL HEADER FRAMING LL. ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). w 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 0 ST-5 IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON %Z'DIA.x6"LONG TITEN HD INSTALLATION AT GABLE WALL SCREW ANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. O 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 7/8"DIA HOLE 7/8"DIA HOLE �/"DIA HOLE 1"DIA HOLE EPDXY OVERSPILL O- SECTION FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE CENTERED 3/s"HEX NUT CENTERED 3/"HEX NUT CENTERED %"HEX NUT CENTERED �; 5/8'HEX NUT a'QUICK TIE Of JOB NO.: QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. IN TOP PLATE 2"x 2"x%"STEEL WASHER IN TOP PLATE 2%4'x 2%4'x%"STEEL IN TOP PLATE 3"x 3"x 3/s'STEEL IN TOP PLATE 3"x 3"X 3/1g"STEEL P.T.2x BOTTOM PLATE O WALL SECTION AT FOUNDATION WASHER WASHER WASHER RS0701 (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE _ MIN EDGE DISTANCE M SUBDIVISION: INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL I s � � EXTERIOR EDGE o Atlantic Beach 1/'DIA 13/4'DIA OF CONCRETE PLAN VIEW L- Country Club TYPICAL WALL SECTIONS PLAN VIEW PLAN VIEW WASHER PLAN VIEW WASHER PLAN VIEW < (5)10d TO 3/" HEX NUT 3/a' HEX NUT %" HEX NUT w/13/a'DIA 5/s" HEX NUT w/13/4'DIA LOT No.: TOP PLATE 7/"DIA HOLE �/"DIA HOLE 7/8"HOLE WASHER 1"DIA HOLE WASHER a'QUICK TIE z 153 s EPDXY OVERSPILL _ CENTERED 2"x 2"x%a'STEEL WASHER CENTERED 2%4'x 2%4"x%8'STEEL CENTERED 3"x 3"x 3/8 STEEL CENTERED 3"x 3"x/6"STEEL IN TOP PLATE IN TOP PLATE WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER 12"DIA HOLE IN P.T.2x BOTTOM PLATE >- LS18 STRAP 2 FLOOR PLAN: FASTEN BOTTOM PLATE TO BEAM(OR r (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE r (2)2x TOP PLATE BOTTOM PLATE 0' GIRDER)W/10d COMMON @ 6"O.C., LINO. (5)10d TO 0 Key Largo-B2 WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL STUD PANEL SHEATHING REQUIREMETNS ON SHEET ST-1 FOR EXTERIOR 3i - EMBEDMENT O DESIGNED: WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF e'QUICK TIE _ %"QUICK TIE %8"QUICK TIE %"QUICK TIE 3/s'QUICK TIE %"QUICK TIE %4'QUICK TIE 5/"QUICK TIE 5/1g"QUICK TIE STEEL SWEDGE 4 W MJP/JEF SHEATHING FOR INTERIOR WALLS. STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO F- REVIEWED: ALTERNATE STRAPPING METHOD FOR WALL TO BEAM,HEADER,OR FOUNDATION FOUNDATION FOUNDATION FOUNDATION CONCRETE X GIRDER FOUNDATION w JPA TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION MIN 2500 psi ELEVATION < 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(3116")-TOP PLATE CONNECTION 3 QTG(114")-TOP PLATE CONNECTION 4 QTO(5/16")-TORPLATE CONNECTION 5 QTA(1/8")-BOTTOM PLATE CONNECTION KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO r } BEAM/GIRDER BELOW WITH MS36(OR CS18)WITH EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL m (18)10d COMMOW' STUD TO TOP PLATE CONNECTION SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP �s'QUICK TIE P.T.2x BOTTOM PLATE Y4'QUICK TIE P.T.2x BOTTOM PLATE 5�s"QUICK TIE P.T.2x BOTTOM PLATE W BELOW WITH(2)MS36(OR CS18)WITH(18)10d COMMON EACH. PLATE CONNECTIONS AT THE END OF SHEARWALLS AS _ MIN EDGE DISTANCE - - SIDE VIEW FRONT VIEW FRONT VIEW >Z MIN EDGE DISTANCE MIN EDGE DISTANCE NOTES: I WELL AS AN ALTERNATE STUD TO TOP PLATE r w M TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED O WOOD FLOOR 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN N 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6. 2 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 0' < OTHERS 3. EXCEPTION:SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD 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. 5/6"QUICK TIE--\ IE Q Z) 16"QUICK TIE EPDXY OVERSPILL %4"QUICK TIE EPDXY OVERSPILL 3 EPDXY OVERSPILL O SECOND FLOOR TO BEAM OR HEADER CONNECTION /4"DIAHOLEIN P.T.2x BOTTOM PLATE 20' 2"DIA HOLE INL. P.T.2x BOTTOM PLATE 9/8' DIA HOLE IN P.T.2x BOTTOM PLATE BOTTOM PLATE I- BOTTOM PLA E PEX BOTTOM PLATE 3 , OR2' 11-11/2" U • GY11 I CC f GREATER t GREATER LL (CAL WALL SECTION NOTES: - ST QUICK TIE < r�� TYPICAL STEEL SWEDGE EMBEDMENT %"QUICK TIE '� 3" EMBEDMENT STEEL SWEDGE EMBEDMENT < a�*6 All I �"f 8 STEEL SWEDGE D _ -;g . -ST�ZUJIIL 1. ALL TOP PLATES ARE TO BE BUILT WITH (2) 2x NO.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED (UNO). Qa � as . t ca`ENGINEERING TYPICAL NAIL SPACING AS NEEDED. CONCRETE MINIMUM 48 LAP W/ MINIMUM (20)10d IN LAP. ADJUST coNCRETE 2. IST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. CONCRETE CONCRETE TLOK06 TLOK06 TLOK06 FOUNDATION FOUNDATION FOUNDATION w 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES TYPICAL Mw 2500 psi a Lr AT GIRDERS SHEAR WALLS : MIN 250°psi ELEVATION MIN 2500 psi ELEVATION TLOK06 TRUSS TO DOUBLE �a n" 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AND ELEVATION w 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK 6 QTB(3/16")-BOTTOM PLATE CONNECTION_ 7 QTG(114")-BOTTOM PLATE CONNECTION 8 QTO(5116")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION s, °®• L O CL # llefffeyA A on, P.E. QUICK TIE CONNECTION DETAILS < 8544 QT ENGINEERING 03-18-2 15 KING AND JACK STUDS PER ENGINEERING (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT GARAGE DOOR BUCK/JAMB NAILED APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TRUSSES. TO STUDS W/(2) 16d COMMON OR 2x NO 2 SYP NAILER FASTENED 7%4'MAX 16"M -•` > _. 12d CC NAILS @ 16"O.C. (CONTINUOUS LATERALIRESTRAINTII TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. (CRR). QUANTITY AND LOCATION COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 N0.2 SYP NAILER TO WEATHER STRIPPING/STOP DEFINED BY TRUSS SHOP DRAWING. Cn ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS co OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)10d W/10d COMMON @ 3"O.C. ' GARAGE DOOR COMMON TOE-NAILS. -------[------I CV TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD L (V --- - - M APPLIED TO EITHER . IF LATERAL RESTRAINT MUST BE 7/s"OSB SHEATHING FASTENED 1� SIDE OF WEBS MADE OF MORE THAN ONE PIECE, p LL TO NAILER W/8d COMMON @ 3" 2x6 SYP GOAL POST ATTACHED DO SO WITH OVERLAPPING BRACES CV 1177 FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH O.C.AND TO DOUBLE TOP PLATE LO OTHER WITH(2)ROWS OF(4)10d OTHER WITH(2)ROWS OF(4)10d TO STUDS W/(2)ROWS OF 3-%" NOTE: LIKE THIS(TYP EVERYWHERE) COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD W/8d COMMON @ 3"O.C. GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR GOAL POST ATTACHMENT,THE GARAGE 000 N FASTEN TOP PLATE TO EACH DOOR SUPPLIER MAY SPECIFY A FASTENING 4 OTHER WITH(2)ROWS OF(4)10dGARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK 9 O 7/1s"OSB ATTACHED TO STUDS 7/1s"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C. IN FIELD. 7/s"OSB ATTACHED TO STUDS SPECIFICATIONS THROUGH THE GOAL POST. WITH MINIMUM 8d COMMON @ 3" TRUSSES NEEDING BRACING N O.C.ON EDGE, 12"O.C. IN FIELD. GARAGE DOOR JAMB DETAIL `o U_ LATERAL BRACING - MULTIPLE TRUSSES u a) N OPTION 1 OPTION 2 OPTION 3 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). Uj � 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY 4) CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. NO 2 SYP DOUBLE z TOP PLATE 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Z ■ � � INTERIOR SHEARWALL DETAIL NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. Q W 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS 4. ALL FASTENERS SHOWN ARE .131"x 3"LONG(UNO). (qCn BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. 5. DESIGNED PER BCS(-B3,2007. Y -6 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE OR OUTSIDE A TO INSIDE THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED OR OUTSIDE FACE OF WALL 6„ +�- ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. NO 2 SYP DOUBLE I O (6 TOP PLATE I It a) CONTINUOUS LATERAL RESTRAINT WEB LU - �s°MAX JT MAX MAXBRACE SUBSTITUTE 1— O WEB MEMEfl SPECIFIED ALTERNATE BRACING U) ■ d" SIZE CLR T OR L SCAB H 7—tINSTALL DBL 2x_BLOCKING I IN FIRST TWO STUD SPACES. 2x4 1 ROW 2x4 (1)2x42x4 2 ROWS 2x6 (2)2x4* Q FASTEN SHEATHING TO T-BRACE FASTENED TO BLOCKING WITH 8d COMMON2x6 1 ROW 2x4 (1)2x6 U WEB W/10d AT 6"O.C. Y ROOF DECK @ 3"O.C. 2x6 2 ROWS 2x6 (2)2x4" � TRUSSES PARALLEL TO WALL: QTA, U.N.O. I 2x8 1 ROW 2x6 (1)2x8 Q�- ROOF TRUSS I IF ADDITIONAL UPLIFT 2x8 2 ROWS 2x6 (2)2x6' 2x4 SPF(MIN) NAILER FASTENED I ANCHOR IS INSTALLED L-BRACE FASTENED TO Z OR RAFTER AS SHOWN,OMIT SPH O TO DBL TOP PLT W/10d @ 3"O.C. I CONNECTION AT DOUBLE WEB W/10d AT 6"O.C. 2x4 SPF(MIN) I TOP PLT SINGLE TRUSS BRACING TRUSSES PERPENDICULAR TO WALL: BLOCKING 2x4 SPF(MIN)BLOCKING BETWEEN EACH 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U) I BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO I FASTEN STUDS TOGETHER RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE LO X ° } TO DBL TOP PLT W10d @ 4"O.C. BEAM w/10d @ 4"O.C. w/(1)ROW 10d @ 4"O.C. SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. I` w w z 0 ❑ - WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR C U ❑ p w a Q z *IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION.I It w ° - n Y � ° w ❑ TRUSS TO BEAM WITH I REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES,AND LO m ❑ ❑ f- z m ° w v a w � � m � zz ❑ 3/"OR THICKER CDX HA4 OR TLOK06 r �s°Max �s^MAX �s^MAX Q F W ° z ° m Q � Q ❑ w w TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. QTA, U.N.O. PERMANENT WEB BRACING Q W W o W W w ° N En - ° OR OSB FASTENED TO TRUSSES, RAFTERS I z ° pma � � � ° } wz1- a 2x WALL FRAMING OR BLOCKING W/8d COMMONS @ 3"EDGE, PORCH BEAM w ° a a w w w '1 m ❑ z ❑ LU Qa � Q ❑ WF = 2 � � NwE ❑ v 12"FIELD. Z Q = oQ � a � F � � zw � o WOOD STRUCTURAL PORCH BEAM TO POST: I o w w a Z W o - ❑ w j - Q � SHEATHING (1)MSTA24 -- 2 JACK STUDS,3 KING STUDS m ❑ ¢ z z 0 Q w POST TO SLAB: ( z Qxw ❑ ° F ❑ - = ❑ z ABU POST BASE ANCHOR 3 JACK STUDS L1J Ej w ° w X F- z ¢ a N W ❑ ORDTT2Z .� HTT5 Z wWaWa � zZU - I- Zin (UNLESS NOTED OTHERWISE) THIS DETAIL APPLIES 4TO,STRAIIGHT RUNS OF EXTERIOR WALL _ > z< ❑ - - 1 U ❑ 0 Q w ❑ TYPICAL PORCH SHEATHING DETAIL AND SW.,THIs DOES NOT APPLY TO 45-DEGREE OR FASTEN STUD TO o Z w 0 Q m Z N Q Z 3 Q THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE. ` 90-DEGREE CORNERS. CORNER STUD GROUP W.-Z�F' w Z ❑ ❑ w F rn tr v W/(2)ROWS10d@6" Q = QZ � zIQ ❑ w � - wQ � O.C.STAGGERED.OMIT � Z U Q �- � L3 M I° W 0 Z Q CHANGE IN PLATE HEIGHT NAILS AT BOTTOM 2a�� :�14 : ❑ w • Q . z ° o OF STUD FOR HTT5 Q � nF � 3NaU] Q ❑[7F ? n � INSTALLATION HTT5 LL SHEET NO. _ v . Z S :ST-6 • Q 2x6 1= ROOF DECK FASTENED W/8d 2x4 QTO QTo WALL SEGMENT PLAN VIEW STRUCTURAL RINGSHANKS O.C. IN THE SYP TOP PLATE O.C. ON SINGLE 2x4 N SHEATH INSIDE FACE ONLY IF NOTED (TYPICAL FOR EACH WALL SEGMENT, NOT TO SCALE) ° EDGE,AND 6" . DETAILS FIELD. ON FRAMING PLAN. ACCEPTABLE TO FASTEN STUD TO � ROOF DECK FASTENED STOP SHEATHING AT GOAL POST I 4 CORNER STUD GROUP W/ W/8d RINGSHANKS — 2-ROWS 10d @ 6"O.C. NO PANEL SPLICES Q JOB S x @ _ _ _ RS0701 —— — STAGGERED. STOP NAILS Q 3 O.C. ON EDGE,AND AT BOTTOM 24"OF STUD j Q FASTEN SHEATHING TO DBL 6"O.C. IN THE FIELD. _ . . . . . . . . . . . . . . SUBDIVISION: 2x4 NO.2 SYP CORNER STUDS SINGLE 2x4 NO.2 x • IX FOR CONNECTOR O W/8d COMMON 3 O.C. TYP, SYP TOP PLATE N INSTALLATION N w @ ( _ IF- o Atlantic Beach HEADER TO BE CONTINUOUS TO J C) w ' ' • KING STUD W/NO FLITCH PLATE LL. Country Club 4 PLACES) FASTEN SHEATHING TO DBL QTO EXTERIOR WALL SHEATHING w U . sm 2x4 N0.2 SYP CORNER JACK AND KING STUDS. SEE � Q PLAN FOR QUANTITIES. � Z FASTEN SHEATHING W/8d LOT NO.: STUDS W/8d COMMON @ 3 Q � COMMON GRID PATTERN @ 3"O.C. U O.C. (TYP, 4 PLACES) GARAGE RETURNS TO BE PLAN VIEW w a w .• EACH WAY,AS SHOWN Z 153 MANUFACTURED TRUSS FRAMED AS 2x6. n. ¢ a .. .. ROOF DECK w wa } FLOOR PLAN: •• SHEAR PANEL TOP PLT TO HEADER U' OSB CONTINUOUS TO INSIDE U _ •� �• W/(2)ROWS 10d COMMON @ 3" OJ Key Largo-B2 FACE OF TRUSS. TOP CHORD. WEB AT HEADER AT CORNER � � z •• PLACEMENT VARY. U O.C.STAGGERED QTO CONTINUOUS TO WALL ADDITIONAL WALL STUDS @ w O '� �• OZ DESIGNED: MANUFACTURED DOUBLE TOP PLATE Z w .. JACK TO HEADER WITH MSTA24, (2) TRUSSES @24"O.C. EXTERIOR ELEVATIONMAX 16"O.C.AS REQUIRED Q m „ SECTION VIEW - a. 06 TOTAL AS SHOWN W MJP/JEF FASTEN SHEATHING TO 16"O.C. •• •• (3)STUDS MINIMUM •• •• 2x4 BLOCKING AT PANEL SPLICE I— REVIEWED: GARAGE RETURN STUDS, I •• •• FOR EDGE NAILING, EDGE NAIL 12d @ 3"O.C. TOP PLATE,AND BOTTOM ( I AT CORNER „ 2x6 N0.2 SYP TO BOTTOM PLATE AS SHOWN W/8d SHEATHING AT BLOCKING JPA 8d COMMON @3"O.C. COMMON AT 3"O.C. FASTEN ALL MULTI-PLY STUD Q REVISIONS DATE PLT AND TRUSS TOP I I QTO CONTINUOUS TO WALL •• x CHORD OR BLOCKING DOUBLE TOP PLATE GROUPS W/(2)ROWS 10d COMMON Q 2x4 N0.2 SYP BLOCKING W/12d @ 3"O.C. (TYP,ALL DIA.ALL-THREAD W/2" .. .. @ 8"O.C., STAGGERED ROUND WASHER DRILLED '• •• BETWEEN TRUSSES TO SIDES OF CHIMNEY) TRUSS TOP CHORD AND EPDXIED INTO SIMPSON HTT5 HOLDDOWN W/6" m SUPPORT BTM PLATE ABOVE. FASTEN @EACH END W/(3) 12d 2x6 NO.2 SYP CONCRETE W/7"EMBED I I EMBEDMENT z TOE-NAILS. (TYP, 2 PLACES) 0- Z BOTTOM PLATE z } i. .. Q • MONOLITHIC FOOTING ! LLI ROOF DECK FASTENED W/8d •• Q RINGSHANKS @3"O.0 ON EDGE 2x4 N0.2 SYP BOTTOM OR STEMWARE a a � � #4 OR#5 VERTICAL REINFORCING AND 6" O.C. IN THE FIELD. PLATE FASTEND TO ( I INSTALLED IN CURB @ 18"O.C. 4, TRUSS TOP CHORD ( I MAX, MIN(2)VERTICAL BARS @ a. W/12d @ 3"O.C. ( EACH RETURN ELEVATION VIEW __ PEX FASTEN SHEATHING TO DBL _ _ _ J _ _ _ J (TYPICAL FOR EACH WALL SEGMENT) ~ 2x4 NO.2 SYP CORNER STUDS MANUFACTURED LL W/8d RINGSHANKS @ 3 O.C. • TRUSSES @ 24"O.C. (TYP,4 PLACES) •FASTEN SHEATHING TO FRAMING MEMBERS W/8d Q (BELOW ROOF DECK) ELEVATION VIEW �yTURAR COMMON @ 3"O.C.,AS SHOWN FASTEN SHEATHING TO DBL ROOF DECK •FASTEN SHEATHING W/8d COMMON GRID PATTERN — ��� STRJ P EI�I(�1 R1,IG @ 3"O.C. EACH WAY,AS SHOWN (' ' ,�G{, `° I e 2x4 N0.2 SYP CORNER STUDS •FASTEN REMAINING SHEATHING W/8d COMMON @ 3" ,{<•p`"C� ��u f'•°=,�����s� W/8d RINGSHANKS @ 3" O.C. STUDS SPACED @ NO (TYP,4 PLACES) MORE THAN 16"O.C. O.C. EDGE, 12"O.C. FIELD B) i�lc� 854' •,.• k TOP VIEW (TYP) G GARAGE RETURN - QTO ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY: A PORTAL FRAME DETAIL W U r (1)HTT5=(1)QTOI CHIMNEY FRAMING & ANCHORING DETAIL (1)STHD14=(1) QTO(MONOLITHIC) 1 •• S T T '• �J (2)PA51 =(1) QTO(STEMWALL) (2)Y4 x 23/4'TAPCONS=(1)ANCHOR BOLT LL <+'••ti C •!Q Q �e���� I r'!'i8544P.E. QT ENGINEERING 19119 03818-2015