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1757 ATLANTIC BEACH DR - NEW RESIDENCE DRAWINGS NOTES I. POORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH 012ENINGS PRIOR TO FRAMING 964" 2. IN-LAW SUITE 3. 3 CAR GARAGE 61-611 4. 16S.G.P. 124" z"_011 31-011 9'-4" 131-01, 9�-611 *5, REMOVE OWNERS E3ATH TU13, ENLARGE SHOWER 61--411 / 3�-611 IWI 3- 13OPY SPRAYERS, HANP HELP AND I�AIN HEAD 6. VENTLESS GAS FIREPLACE H13. 306"SH-SILL 3960 SH-SILL TANKLESS 4Q2P FIXED 3060 SH-SILL 3Q605H-SILL ��P60 SH-EGRESS ZP60 SH-FGRESS 7. E3AY WINDOW IN OWNERS SUITE 0 2'-C"AFF A 2'-0"AFF. WH SILL 0 6-0"AFF 0 2-0"AFF 0 2'-0"AFF SILL 0 2-0"AFF SILL 6a 2-0"AFF r 1 it I i .111111111111''....It I I N\ 11\ 8. STEP TRAY CLG IN OWNERS SUITE W/T&G 2xb WALL [3/5 H 9. WINE REF. AND ICE MAKER AT 13UTLR FNTRY ROD&SH 5 SH C) J < ��j 10. LANAI #2 OFF CAFE W/ SUMMER KITCHEN 11'4"CLG. C\1 CNTRLS D/ au 11. GOUR MET' KITCHEN W/ GAS COOKTOP .1 < HEA[)D= < zz W WIC 0 HANP� < 12. PAVER 12ATIOS 108"CLG. �? .6 1 U) i 10'CLG. 11(lb I (D n Q, 1.6 HELP (j) 13. T&G CLG IN PINING N (IQ W, �,_ 0) 10'CLG. C� cl� 14. FINISHED 12INE CLG IN FAMILY RON KITCHEN, -1 CN 0 C\3 uz oil I STUDY W LU CAFE ANP MUP ROOM / 206" IN U 0 OWNERS FMPRP GL 12-8"X 10_2" z f < U_ 15. GAS PACKAGE W/4- PROPS I LU 2 OWNERS E3ATH ENCL.OVER 10'CLG. <C� 16. TANKLESS GAS WH W 0 46'h WALL :E,- W 101 CLG. F9 0 > 10'CLG. 7 61_011 31-4-11 17. MAKE 13R #5 PRIVATE Ile 21-811 61-011 SUITE 11'-0"X 14'-0" 15. STUPY ILO SITTING 22-0"X 14'-0" WC 10'CLG. < 19. S.G.P. AT CAFE ILO WINDOWS U_j CN STEP TRAY CLG. POP SH K/5 f 20. AX) TRANS. IN LNPRY 0 0 0 _Oil L 21. PREPLUML3 HOOK-UP FOR W/D IN GARAGE 21-0111 L 0) 9.y�;1;T1 0 WAI I YD vr-C�Tl I r)IN A 1 11 < .10 1,Q n I I _A Uj j 22. APP'L WINDOWS IN OWNERS SUITE 211 �If wic 25. W/5 LOOP < C\1 10'CLG. 2068 UP 19 R ISEI'IS J 10-CLG. COATS 10'CLO. 7 V'P15E 10" CAR Q-) GAS 5LOPED CLG. RUN < STUD ROD 5H GARAG� 1170., - OPEN FAILING 9'-0"X 2CY-0" I I 0 OVER STRINGER 61:9 6(9 Y PL.HT. 1C-1 C\1 C\1 REVISIONS VENTLESS 0 ATH Cq GAS W,,LACE I) 51-611 ,7't 2-11" 7-211 51-101, T, #4 wic z 61-611 6-61 10'CLG. 10'CLG. WC FOYEF\ Z A L X %< 25'-7 CLG. C CTRL5 ROD&SH 708P OVERHEAD POOR 0 0 2u4`3H-5111 LANAI #1 Ca+-0"AFF 11�0'X 17-10" C� 61-411 -611 ;-0'-, 7-011 121-611 KI L 11 10-1 j"PL.HT. FAVER5 FAMILY 7-10" n R' O 0 M 15'-0"X 11'-0" 7 10'CLG. 501-01, - 1610"X 16-10" < 10'CLG. SCREEN Lo C\j I V S I D E ENTRYWALL C\1 0 C\1 10-1115"PL.HT. 2-6 2-011 (5? DECO.TRELLIS 411 41 -J 4X4 F.T.POST WALLS 13ETWEEN GARAGE AND�\ESIDENCE WRAPFEPTO 5�-611 51-611 an 13AFTOP OVER TO 5E COVERED WITH J"MINIMUM GYPSUM 6X6 TYP. D W 35"h WALL DOARD ON GARAGE SIDE OF STUD WALL E3TLR. --t J 3:.L 1 7 Build With Confidence 1O`CLG. 6)8P SGD k<�" C, 414 Old Hard Road, Suite 502 < Ulu W L cl� 0 Fleming Island, Flofida 32003 Office: (904) 264-6553 0 0 Fax (904)269-2729 0 1 5/6'TYPE"X"GYP.5P 0? 90 D/W I SINK U. I EQUIVALENT TO COVER cdb Uj I LANAI #2 W/P15F. Dz 1 GARAGE CEILING 9'-6"X 17-10" 1 CAFE 41-0111 1'-,9L, 217' At 10-1 J'PL.HT. ��,z I 'll 1 2 - CAR ID 10, 4'-4" 910,11 1 C) Lot 34 I I - I � D 1 13 10-6 X IZ-0" KITCHEN I U 1 11 10'CLG. 48"GAS I 7� 211-41'X 101-211 C� 0 Li 1::) ::) GARAGE COOKTOP E0 I --- I �L PREPLUME3 10'CLG. 7--4- I I It (__I 1-11 1 r- I QIj 224"X 19'-0" SUMMER 2-611 1_T_J W1 HOO T-1 1 8 11 Atlantic Beach V �31, zrie /,,A A r I I M I KITCHEN 0 W lli�_ 10-1 j'FL.HT. ---- ----- 0 CL 0 H.C. SINK O.H.C. la r\ 0 Country Club < DOOR 15 15/5"MIN, 3: 0 0 GAS GAS SOLID CORE OR 20 C�l STUE3 Uj LU 3"LEADJ MINUTE FIRE RATED L N P RY q) (SELF-CLOSING) W Tor & 9) 10'CLG. 5 11 LL. 42"h WALL ------ W1 CAP r U. F N'T 1) 11 W PROF x I - 0 AIC A/C L---J 10'CLG. Gabriel Residence _IZI COMP. COMP. 5 54 ca GAS 4-020 FIXED SILL' 4!u2('FIXE[ SILL TANKLESS U STUE3 GAS j Z 0 6-0"AFF 0 6-0"AFF STUF� GAS WH 40 Z ae 1st. Floor Plan 7-511 2'-911 21-1111 0 z ILJ ao 10-2" V , 61-211 22-10" 1757 Atlantic Beach Drive z Atlantic Beach, Fl. 32233 111-01, 451-O)l 264" 4'-6" 0 0 l< 0 LL (4 Co 961-411 0 U. LL M Drawn By Sheet 0 W a � 0. 5 ARJ wo in 15t FL00F\ FLAN �: - Ws W Date ui 0 (a 10-14-2015 LU Scale it 1-011 1/4 = 1 of 71-211 SQ. FTG. CALCULATIONS MECHANICAL EQUIF'MENT NOTES-. -_P-Ian Wheaton-Custom 8 IST FLOOR LIVING 2390 FE36-R,302.5.2: PUCTS IN GARAGE SHALL 5E MIN 26 ale GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE Written JiMCn5iO115 5hnll have precedence over 5c. �Ji1TCn5iOn5. 2NP FLOOR LIVING 1266 ALLOWEP. Coritractor5!5hall verify and be re5pon!5ible for airnen!5iori5 and TOTAL LIVING 3656 COnditiO!115 Of the.job. 2 - CAR GARAGE 438 F13C-R, M1305.1.1: MIN 4" CLEARANCE REQUIREP AROUNP Northpa5t Florida Pe!5ign,Inc. hereby re5erve5 it5 common law ALL SIPES OF MECHANICAL EQUIPMENT ANP copyrioht!5 and other copyright5 in the5e plan5,de5igr`15 and idCa5. I - CAP\ GARAGE 213 The!5e plari!5,de5iqn!5 and Wea!5 are riot to be.copied or chanoed in any COMFONENTS INCLUPINC-3) PUCTS, WITH THE TOTAL WIPTH rnqnficr or form whnt5ocvcr,nor are they to be a55igned to any third ENTRY 68 OF THE ENGLO�ING SPACE [3EING AT LEAST 12" WIPER party without f ir!5t obtaining the expre!3!5 written perrri551on from LANAI #1 196 THAN THE FURNACE OR AIR HANPLER Northca5t Florida Pc!5i6n,Inc. LANAI #2 124 E3ALCONY 233 GROUNP-MOUNTEP MECHANICAL UNITS SHALL E3E COVERED REAK PECK, 202 ANCHOREP IN ACCORPANCE WITH F13C-R, SECTION M1307.2. 12627 San Jose Blvd TOTAL COVEREP 5130 Suite 702 it Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 T x"WALL 5" 5 NT P,L�5 __ '�]SH J7 J \�e rAT H 0 0 NOTES 1. POORS ANP WINI)OWS ARE APPROXIMATE 55'-10" FINISHEP SIZES, REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR 26-0" 241-61 31-211 TO FRAMING -All O\A 141-511 3'-611 2. REPESIGNEP 2N1) FLOOR LAYOUT 1x6 T+G X.5 5TWN.RR 2626 FIXED TRANS 2626 FIXED TRANS 262 6 FIXED TRANS 3. APP E3ALCONY W1 TREX PECKING SILL AT 21'-0"AFF SILL AT 21'-0"AFF SILL AT 21'-0"AFF 4. APP COVERED REAR PECK W1 TREX PECKING TRUSS I I 1", 1. _........... 101-011 JI-011. 17-0" .10 0 r PRIP I I POJVN 1 D RI 3ER 5 7 /4" I I RIfE 1r"N I I I I I I :3 3W SH < OPEN HANDRAIL y 2X6 OL SILL AT 3'-4"AFF a NICHIHA x 2 U 42"h WALL W1 CAP < FASCIA DOARP < LU 1U<1 WLU �1_ 0 OFEN TO 45*ANGLE E3ELOW < PLANT SHELIF� OVERHANG/FASCIA PETAIL COVEKEP 00) L 0 10'AE30VE FINISHED 15T P\EAP\ PECK FLOOR 11'-0"X 17-8" LOFT 9'CLG. 20�4'X 7-10"' L TREX DECKING 9'CLG. 64" 41-2" U_ 51-411 a < C) U ENGINEEREP ROOF TRUSSES Q1) [3K #2 �t .Jlz ID § < 11'-6"X 1,Y10" FIBERGLASS SHINGLES FA5TENEP PEP,F5C R905.2 i_011 9'CLG. V 1110" IV 2 6-011 61-611 -T 1�-o UJ cz UJ Cq INSULATION 3AFFLE I REVISIONS 0) UNPERLAYMENT FASTENED PEP,F5C R905.2.7 055 ROOF SHEATHING LLY z P.T.POST U3 51�'RAY FOAM EE CONNECTOR SCHEDULE 10 <9 x< z 7 WRAPFEP To X: I LD 2�8P ;r-- ? INSULATION 11 11 NQ� 12 12X12 TYP. TOP OF PLATE 2"8P 268P 13ATH 9'CLG. 7 C, JACCES U_ 0 < C� 91 C . z 1/2"DRYWALL < 4'-4' c,� Ir CLG < WC L 7 (2)2x6 9'CLG. 2'CLG. Y-) x Ne -1 TOP PLATE 0) < MIRR 0 0 POP&SH 9'CLG. AHU AHU 2x6 WALL 2X6 WALL + 5K #4 5 SH 1/2"DRYWALL U_ 12'-6"X 12'-2" < M"R"n LINEN 9'CLG. 9 C11 IVEKSIDE C\1 ATH HARDIE SHAKE SIDING < 13ALCONY 2 4 n LqP Oil #2 IT-5"X 20-0" I 9'CLG. 9'CLG. 9'CLG. C� 1/2"0 THRFAPFI) I TREX PECKING T_ 411 < RODS PER 151-01,X 101-101, 0z FNGR'S PKG. R-19 INSULATION 9'CLG. UJ wic I a 0 1 Build With Confidence < YAPOR 13ARRIER.5EALEP AT wic OZ TOP&E30TTOM PLATES. 9'CLG. C11 414 Old Hard Road, Suite 502 C'\ STANPAVP 2x6 STUDS AT 16"O.G. t�TUE3 Fleming Island, Flohda 32003 3/4"T/G SU13FLOOR 16 ROD&SH ROD&SH Office: (904) 264-6553 7/16"055 WALLSHEATHING Nil 4 Fax- (904)269-2729 3P50 SH-EGRESS 3 SH-EGRE�S 2tid FLOOR 2x6 DOTTOM PLATE SILL AT 2'-4"AFF SILL AT 2-4"AFF FINISHED FLOOR Ile 21-611 '51-61 21-211 �O 131-41, 61-611 61-011 Lot 34 'IT-6 111-01, 33411 FLATE HEIGHT 5510" At ant Beach (2)2x6 TOP PLATE OPEN WED F_OORJOISTS Country Club 1/2"DRYWALL 2n FLOOF\ I' LAN CEILING 5 COA7 STUCCO FINISH 1/2"DRYWALL- 6ENERAL STAIR DETAIL SCALE:N.T.S. Gabriel Residence PAPFR E3ACK WIRE LATHE bri RUN TO TOP OF PLATE. -1 1/2"0 THREADED *STAIR NOTES: 0 RODS PER ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS,FLOOR COVE?INGS,AND/OR VARIANCES IN CONSTRUCTION MATERIAL.ACTUAL CONSTRJCTION MUST COMPLY OF 2nd. Floor Plan ENGP\'S PKG. W/R311.7 OF THE FL TPA DUILDING CODE,RE51DEN`rIAL. MAXIMUM RISER HEIG+�T: 7-3/4�' R-19 INSULATION MINIMUM TREAD DEPTH: 10"(NOT MLUPING,NOSING) MAXIMUM RISER HEIC�T VARWI ION: 3/6'(ENTIRE FLIGHT) 1757 Atlantic Beach Drive MINIMUM 5TAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE: (ADOVE NOSING) Atlantic Beach, Fl. 32233 VAPOR RARRIER.SEALEP AT TOP&130TTOM PLATES. 21-611 21-511 'HANDRAIL NOTES: ACTUAL CONSTRUCTION MUST COMPLY 2x6 STUDS AT 16"O.G. W/R311.7.7 OF THE FLORIDA E3UILPING CODE,RESIDENTIAL. Drawn By Sheet HANPRAILS SHALL NOT 13E LESS THAN 3T'OF,MORE THAN 38"IN HEIGHT A13OVE THE STAIR NOSING. HANDFAILS SHALL 13E CONTINUOUS PER FLIGHT OF"TAIRS. ARJ 7/16"055 WALL SHEATHING HANDRAILS SHALL E3E 11/2"CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OF TER MINA Date IN NEWEL POSTS OR SAFE TEPMINA;-S. 10-14-2015 HANPRAIL5 SHALL BE 11/4"-2"IN CR05S SECTIONAL PIMEN510N,OF APPROVED EOUIVALENT,AND EDGES 2x6 P.T. 411 d 411 d SHALL HAVE A MIN.RADIUS OF 0.01". Scale HANDRAJL CON5TRUCTION SHALL 13E A3LE TO RESIST A LOAD OF 200 L55 APPLIED IN ANY DIFECTION AT it 1-011 [30TTOM PLATE ANY POINT ALONG THE TOP RAIL. 1/4 1 FINISHED FLQ(,R FINISHED of FLOOR 6'CMU STEM WALL STAIR ANP RAILING SUPPLIER INSTALLER SHALL SATISFY ALL Plan Wheaton-Custlam W/ALL CELLS FILLED 5UILPING DEPARTMENT APPROVAL REQUIREMENTS FOR 8 THE PRODUC 1-5 THEY PROVIDE OF,INS71ALL. < OPEN RAILS 5HALL HAVE INTERMEDIATE RAILS OF, Cz < CS FINISHED GRAPE AN ORNAMENTAL PATTERN SUCH THAT A < 4"DIAMETER 5PHEFE CANNOT PA55 THRGUGH. 0 Written dimcn5&5 5hall have precedence over 5cslc dimcn5ion5. 00 Gontractor5 5hall verify and be rc5pon5ible for cimcn5ion5 and THE GUARDRAIL CONSTRUCTION SHALL BE t FOOTING PER AbLE TO RF-515T A LOAD OF 20 1_55 condition5 of the,job. ENGINEERED PER LINEAL FOOT APPLIED DRAWINGS CL HORIZONTALLY ALONG THE TOP RAIL. Northea5t Florida Pe5igri,Inc. hereby re5erve!5 it!5 common law GUARDRAILS SHALL NOT!3E 4'5FHERE 0 copyright!5 and other copyrioht5 in the5c plan5,de!5igno and idea5. LESS THAN 36"IN HEIGHT. MAY NOT rA35 0 Twotjc+ The5e plan5,de5iqn5 and idoa5 are,not to be Copied or changed in any THE TFIANGULA?OFEMW75 6'SFHERE W manner or form what5ocver,nori:re they to be a55iqned to any third AT STAIR TREAD.RISER,& MAY WT FA55 C.) party without f ir!5t ol�tainino the cxprp.!55 written permi55iorl from DOTTOM SHALL DE SUCH TWOUGH LL Nor�hca!5t Florida Oc5ion,Inc. THAT A 6"DIAME-IFER, LL TYFICAL WALL SECTION SPHERE CANNOT PASS THROUGH. 0 SCALE:1/2" T-0" 12627 San Jose Blvd Suite 702 ortheast Jacksonville, FL 32223 904.260.3319 NOTES 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REOUIREI) SLAE3 RECESS PRIOR TO POURING CONCRETE 2. IN LAW SUITE 3. 3 CAR GARAGE 4. 16S.G.D. 5. REMOVE OWNERS E3ATH TU[3, ENLARGE SHOWER W/ RAIN HEAP, HAND HELD AND 3- 13ODY SPRAYERS 6. E3AY WINDOW IN OWNERS SUITE 911-101, 7. ICE MAKER AT 13UTLR PNTRY 6-�-6_ 31-011 574" 8. PAVER PATIOS 9. CA13ANA AT CAFE 2'-0" 41-511 2*-5" 10. GAS PACKAGE W1 4- DROPS —TANKLESS 11. GAS STUL3 FOR FIREPLACE WH 12. TANKLESS GAS WH ------J L ------------------- L------- ------------ -------------------- �l L_J L------- -------J L.J L----- ------------------------- N H 4-4 -7 14 S.G.D. AT CAFE CNTRLS [3/ \L TEM WALL 15. PREPLUM13 W/1) HOOK-UFS IN GARAGE HEAP FOUNDATION FIROVIPE HANIP) P 1 1 16. (2) FLOOR OUTLETS IN FAMILY ROOM, FIELP HELI�') FO�SHOWER VERIFY LOCATIONS -------- 17. W/S LOOP :1 E: ------- 91-011 _J1 THICKEN EDGE 7_L L STEM WALL ------- ------- z FOUNPAT[ON < 0 0-------------0 0 C-z-riji ------------------- - ---------- ------- L------------------- REVISIONS 71-011 91-011 L-------------- r-r] ------ _.JI -------------------- ---------- ---------- E------------ ------ ----------- IF - - --------7 r-------- GAS I STUD I OVIDE 61 1 '5_011 1 1 111-01, 20" I L OFASH�WE I LO (S) FLOOR OUT LET < > FIELD VERIFY L I _J_ LOCATION 020 40- r --t— __'5'-eL 4 �..L_2 _J T-011 L I- SLOPE < �l q (L 2 T-2 301-011 IVERSIDE \V 411 4"GONC.SLAD W/FIE3iERMESH OR I 6x(3xlO W.W.M.ON 6 MIL.VISQUEEN OVER CLEAN,WELL COMPACTED FILL PAVERS QQ F I C) L 29' -Oil V 2,41-411 lilt ONC, FLOOR OUTLET SLAD an FIELP VERIFY n SLOPE Build With Confidence 51-611 LOCATION 21-7 6_1011 11'_(511 6_1011 21-611 12-7 3411 - - - 414 Old Hard Road, Suite 502 F - -------------- Fleming Island, Flonda 32003 ----------------------------- Office: (904) 264-6553 THICKEN ED(.;E Far (904)269-2729 60 SILL I I STEM WALL FOUNPATION LO Lot 34 (S3 If C, 14c, rr__ 2-4j' 11 -pill Atlantic Beach 4 _U I I SINK W1 I I REF. z P/W 0 SLO12E J WIS LOOP U) -N� Z: rly SLOPE 1%MIN. 411 < 1)- FF__ 7 Count Club I X C) PAVERS -1 1 11 ri Ica U) 0 1:�� L UJ C\, 4"CONC. 0z �_ 11 \_ SLAE3 4 t:1N4_t41N 101 1 W if Gabriel Residence SINK L L GAS STEM WALL F_ -------- ------------- (7_=� NPATION "i r-------- LSTU5 U I I ZZ-10k 0 GAS 2 ST U L5 _12T — — — 1 1 THICKEN EPGE 20" I r----- FT T-611 Foundation Lavout loe C111 A/C AIC L--- \ I I L COMP. -4-4 COMP. 1757 Atlantic Beach Drive --------- --------------- r--- ------------------------------------------------------------- 11 1< IN _60- -Gb- ..A' I :J �k Atlantic Beach, Fl. 32233 GAS GAS I ANKLESS ��T_03 _7A7WF —H-5--:IF- — — 71-611 2'-2" 3!-311 # STU3 [T-6" 21-011 14 14 91-611 q 49-1-011 261-411 Drawn By ARJ Sheet 91'-10" Date 10-14-2015 Scale 1/411 = 11-011 FOUNPATION LAYOUT Plan Wheaton-Custo m 8 Written�irricn5ione,5hall havo prccfJcncc over 5cale dimene,iom5. Contractor5 5hall verify and be,rce,pon5iNc fordimcn5ion5 And condltiorI5 of the job. NOTE: Northea5t,Florida Pee,iori,Inc. hereby reoervee, ite,common law copyri^5 And other copyriohts in the5e plan5,de5igno and idea5. FOUNDATION FLAN FOR CONCRETE FORMING AND The!5e plan!5,de5icirie,and ideas,are,not to be copied or chanqed in Any >W manner or form whAt5oever,nor are they to be ae,5igned to any third FLLM13ING LOCATION REFERENCE ONLY. REFER CL party without f ir!5t obtairling the cxprc55 written pormi55ion f rom 0 Northca5t Florida Pc!5iori,Inc. TO �SSOCIATEP ENGINEERING DRAWINGS FOR 0 W FOOTEP\ LOCATIONS AND DETAILS. ...... LL 12627 San Jose Blvd IUL Suite 702 0 ortheast Jacksonville, FL 32223 Florida esian.Inr. 904.260.3319 I -L . I �11111111111111111111111111111111111111 �� - ____ � � -_ I - DIMENSIONAL F13ERGLASS 12_ 13UILPING HEIGHff NIZ NOTES SHINGLES 51 11111111111 � (TYP) 11- I 1. IN-LAW SUITE II IT II III 2. 3 CAR GARAGE I I IT 11 11 I [ IJ I I U I -- ----- -- - - --- - PLATEHEIGHT *1 1z 5. DAY WINDOW IN OWNERS SUITE I ' J I I_ - I . . 4. LANAI #2 OFF CAFE W/ SUMMER KITCHEN �� . _Oeloi I IT 11 is - - Iff y') __xx1_ 12 III'I I 11 I I I 11 I I I I IT I I I U DIU I I I I 5. CUSTOM ELEVATION ..d=- 3:12 51 1 1 1 1 -11111 I I I I I 1 6. A[)[) TRANI). IN LNPRY - - - -1 r7 r__ _Oe� I - IIII 11 11 IIII 11 11 . i L-1 I �, HEEL HEIGHT 001< I I I I I I I I I I I I T I I I I 1. I I I I I I 11 I I I 11 11 [] 11 U I I TSftJ I I T i N - .' I I 17; I b 11 11 IT 11 11 11 1111 11 III H - M .. 11 - LD� , -i PLATE HEIGHT I I 11 11 I Ill 117-0 -11TT-11 111 -111 111T11 I I 11 I IN I t:3 - ! 0 A ; I -"IT------I U U U U U U U U . . I IT 11 11 IT' 11 .1 - I ill, I� 1 \ ! ! 11 11 "�'�NICHI SHAKES TYr. I J i \ ! 1 1 1 1 1 1 1 \ L - 30TTOM-OF 5EAM . I-' I I I I \ J.-A-1. 11 I I U 1. - A'fJ 7, (IN i I n� 11 I \\I .. 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Suite 702 � � � . .- - . � .- LEFT SIPE ELEVATION OFFICE COPY - . Jacksonville, FL 32223 . - Florida Des on.Inc.I - 904.260.3319 . -- - - ___ _____- - ___ - - ___ -I � � I � / 1� -.1 - N_5-01_'__� i - I D - - - 4- 1/_ _�\',_..' 11 I 11 I I I . . . � I NOTES 1. IN-LAW SUITE 2. 3 CAR GARAGE 3. 16S.G.P. ATTIC VENTILATION AREA CALCULATIONS 4. 5AY WINPOW IN OWNERS SUITE Fxccrp-r of the 2014 l3ull6fing Cock,Fc!5icicrtial 12 5. LANAI #2 OFF CAFE W/ SUMMER KITCHEN F806.1 ventilation requirced. 51 H H 1 6. S.GD. AT CAFE ILO WINI)OWS Enclo!5ed attic!5 and knclo!5od raftcr!5paco5 formed whore,cc1ling!5 arc applied airectly to the 12 7. CUSTOM ELEVATION under5ide of roof raf tore ohall have,cro55 ventilation for each 5cparate 5pacc by ventilating opcninoe 51 5. A[)[)T'L WINPOW5 IN OWNERS SUITE protected a6ain5t tl�c.entrance,of rain or 5now.Ventilation opcnirg5 5hall have a lca5t dirrcm!5ion of PLATE HEIGHT 1116 inch(1.6 mrri)min mum and 1/4 inch(6.4 mm)maximum.Ventilation opening5 having a least; dirricn5ion larger thar 1/4 inch(6.4 mm)!5hall be providcd with corro!5ion-rc.515tant wire cloth H I 5crcening,hardware, :Iot;h,or 5imilar material with opcninq5 having a lca5t climcn5ion of 1116 inch(1.6 U U 11 Mm)minimum an,�1/4 inch(6.4 n1m)maximum.Openinoo in roof f rsmino mombers 5hall conform to the U I I IUI I Ill 11 rcquircmcn5 of Scc Lion RbC12.1.b.Required ventilation opcning5 5hall open Jiroctly-�o the out5iac Exception:Attic veni ilation 5hall not;be required when dotermined not ricce.55ary by the code official H J HEEL HEIGHT I due to atmo!5phcric c�r climatic condition5. —PLATE HEIGHT P,806.2 Minimum Von_.area. I U L-11 I U I I U U U U U U U1 n 1 11 The minimum net frc(;ventilating area 5hall be 1/150 of the area of the vcrtc6l opncc. VENTILAT EP VINYL SOFFIT-16"OVEFHANG Exception:The minimi im net f rec ventilation arca!5hall be 1/300 of the vcntcd!5pacc provided one or more of the followino condition5 arc met: LOUVER P\AILING TYP. 1.In Climate Zonc!5 6,7 and�3,A Clao5 I or 11 vapor retarder i5 in5tAllcd on the wArm-in-wincr!50c of NICHI SHAKES TYF, the ceiling. 2.At Ica5t 40 perce itand not more than 50 percent of thcrcquirc�ventilating area i5 provided by 6"TF\IM TYP. vcntilator!5 located it i the upper portion of the attic or raftcr!5pacc.Upper vcntilator5 15hall be located no more thar 3 feet(914 mm)below the,ridec or highc5t point of the 5pacc,rnca5urcd vertically,with the btlancc of the required ventilation provided by cave or cornice vcntc,.Where the M TY location of wall or ro4f f ramino member5 conf lict5 with the n5tallation of upper ventilator,5, 12 12 in5tallation rrorc tha 13 feet(914 mm)below the.ridge or hi0ho5t point;of thc!5pacc 5hall be FINISHED FLOOR 5 F_ N FINISH FLOOR permitted. 1�" - N IT R�306.5 Vcntancl in lAtion clearance. PLATE HEIGHT U U PLATE HEIGHT I T I I I I 1-1 11 1 1 1 11 1 T Where cave or cornic�.vent5 Are in5talled,in5ulation chall not block the f roe f low of a1r.A minimum of 111117- -1 ITI I.L I I a 1-inch(25 mm)_,pai c,-,,hall be providc,�between the in5ulation and the,roof 5heathinq and at the 22 U U '.L11 U U location of the,vent. U U U U U U REVISIONS STUCCO FINISH SPRAY FOAM AT ROOF PECK, NO VENTS P\EQUIRES C) FINISHED FLOOR FIN15HEP FLOOR GKAPE 6"TRIM TYP.J KEAF\ ELEVATION 8x8 COLUMNS—J IVERSIDE Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Flofida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Lot 51 12 I_ IL 1 11 1 1 12 PLATE HEIGH' 1 15 Atlantic Beach H � 11 H 11 U H u_ 11 11 11 HIT 11 11 IT 11 JIT" I I 1 11 11 1 11 11 ITTIJIT—H -11TT-fl -11 111 11 11 lylli� iLIL I I I I I PIMENSIONAL N I_U I Ll Country Club FIDERGLASS SHINGLES(TYP) I � HEELHEIGHT I I T 11 1 F LATE HEIGHT 9 U ......L. �!!p —— — — — —— ——— __\ a rie esi ence NICHI SHAKES TY 12"X12"COLUMN TYP. Fi 42--h WALL W/CAP 51 12 T%S 1757 Atlantic Beach Drive Atlantic Beach, Fl. 32233 FINISHED FLO_ R 12 FINISH FLOOR PLATE HEIGH' LI 11 11 111 11 111 1 11 111 1 111 11 111 11 1111 11 1111 1 1111 111 H I I I I 1 11 1 111 1 1111 PLATE HEIGHT Drawn-By Sheet 11 11IT-fl -11-11 11 1111 11 HITII II. ITI1 IIITI1 IIITII Mill 111111 IIITII 111111 1111 11 111111 111 1 11 111111 111 11 1111 11 11 11 11 11 IT II III I I I I I T..L..Li 111111 111 ARJ U 7 ate 'U U, U k. U. U. -U U.: U, .0 14 U_ M.- U 7. U U VENT 11_/�TEI)VINYL -14-2015 U �u _V U U :, U. -U -.-U JJ. .:U, IJ*. U . U',.. : 10 -16"OVERHANG SOFFIT LFOSEP RAFTER Scale -Off PECO 13P\ACKET T)F. TAILS TYP. 1/4 1 of Plan Wheaton-Custom 8 C) STUCCO FINI 3H 4X4 P.T.P05T r 42"In WALL W/CAP WRAPPED TO 6X6 TYP. -all h, Written dimcri5ion5 5h, qvc precedence over 5calc Ji ncn5ion5. IF Contractor5 5hall verify and �e rc5pon5iblo for dirren5ior5 and f conditiort5 of the job. FINISHEP FLOOR FINISHEP FLOCR Northca5t Florida Pe5iori,Inc.hereby recerve5 it5 common law I other copyrighl:5 in the5e plan5,Je5iorii5 and idea5. copyright5 an, any The5e plan5,de!5ign5 and idea5 are riot to be copied or chanood in GRAPE manner or form what5ocver,nor Arc they to be.95-_,ioncd to any third party without f ir5t obtainino the expre55 written permi55ion from Northca5t Florida Po5ion,Inc. f�IGHT SIPE ELEVATION 12627 San Jose Blvd Suite 702 OFFICE COPY ortheast JacksonviUe, FL 32223 Florida Desiorn,Inc. %4.260.3319 �TLI UL NOTES t + 1. QTCHEN OUTLETS TO E3E PLACED HORIZONTAL 71 H qP qp AND 38 1/2" AFF TO E30TTOM OF E30X 2. UNDER CAE3. ROPE LIGHTS IN KITCHEN AND 00 E3UTLR FNTRY PFE-WIRE& 3. OUTLET FOR ICE MAKER AND WINE REF. IN E3RACE ONLY 5UTLR 12NTRY PRE-WIRE 4. PREWIKE SUMMER KITCHEN AT LANAI #2 13RACE ONLY 5. IN LAW SUITE 6. 5 CAR GARAGE 7. GOURMET KITCHEN OUTLET 6. REDESIGNED 2NP FLOOR LAYOUT ---- -- J 5ELOW FRE-WIFE& qp K/S 9. (2) FLOOR OUTLET IN FAMILY ROOM, FIELD MACE ONLY (D VERIFY LOCATIONS AND LOFT L L F 7W-1 X1 10. PREWIRE W/D HOOK-UPS IN GARAGE (D j 11 >- qp 0,0 _�Ij S) 3 C�z ii LL 11. APDT'L OUTLET IN GARAGE, DEDICATED IZI- w 12. (4) RECESS LIGHTS IN FAMILY ROOM 09,, < SWITCH DIMMER GAS A A STU[3 13. (3) PENDANT LIGHTS OVER ISLAND qp qp 15. (4) RECESS LIGHTS ON LANAI #2 W/ DIMMER qP j 16. (4) RECESS LIGHTS ON LOFT W1 DIMMER F 17. (2) RECESS LIGHTS ON UPSTAIRS REAR t TO FIXTUP\F-- —————— G* FLOOR OUTLET A13OVE FRONT PORCH FIELP VERIFY 3: G I f -I J 18. (2) SCONCE LIGHTS IN DOWNSTAIRS LOCATION 5ATHROOMS OVER SINKS 9 9 KEYLESS ENTRY 19. OUTLET ADDED TO MASTER ENTRANCE rRE-WIRE& PRE-WIRE& L 20. WF/GFC1 OUTLETS ADDED TO UPSTAIRS 5RACE ONLY 5RACE ONLY FRONT AND REAR PORCH ---- ----------- t REVISIONS FLOOR OUTLFT FIELD VERIFY LOCA11ON OUTLET U0 -OF WINE REF, Z f qP (D UNPER CAE3 LOCATE POPE LIGHTS,- PANFL BOX APPTL -Al nil P: /r OUTLET X > M PEPICATEP C) iE \C OUTLET # C5 M — (D 70 QF1 FOR ICE = M G > rn 0 (-) I 0 0- MAKER M :�E 0713 1 IVERSIDE ZrIl 11 G FRE-WIRE& P/W W1 E3lRACE ONLY SINK 4� LU LOO� f OUTLET L UNDER CAD 36"GAS UNDER CAD ROPE LIGHTS--->\ I Ll ROPE LIGHT&----\ COOKTOP 4- i4____qWj �'Z' I / "--$ Build With Confidence W1 HOOP -07 1 F r---I I 6_2 S FRE-WIRE I) C U-j I 0 Q, �;_- SUMMER 0 < I W OVENS VF1 I I KITCHEN 0 C�s I IL—___j 1 414 Old Hard Road, Suite 502 SINK L�_____j Z 0 9 - A I (�4------- F-H M/W Fleming Island, Flofida 32003 GAS iiiin-rJL- IRCUIT ci ST UE3 Q� GAS ---------- _J_ Office: (904) 264-6553 A STUE3 Far (904)269-2729 > qP r- M C) y 0C)r- 0 111100 r------rT= XA (-) �D 790 I I > < C) 1) 1 1 W M A/C A/C --------------- T7 Z -Tj Lot 34 COMP. OMP. C 9-3�fl El db A f LU -4 GAS U STU5 GAS TANKLE155 \N1 Atlantic Beach STUD GAS W _T1 Country Club 713 73 > "464 x/ IST FLOOK ELECTKICAL, FLAN. V Gabriel Residence qp T_ ELECTKICAL LEGEND db H db Electrical Plans [A 110 TUFLEX OUTLET CEILING MOUNTED LIGHT 1757 Atlantic Beach Drive ELECTRICAL NOTES Atlantic Beach, Fl. 32233 Q-- HALF-SWITCHEP OUTLET PULL-CHAIN A \ED FROM FINISHED FLOOR TO CENTERED LINE OF THE f3OX TO L &c WALL MOUNTED LIGHT 1. ELECTRICAL OUTLET HEIGHTS AS ME SUP ,fl GFI )UPLEX OUTLET (> DE: 12"AFF(GENERAL)-KITCHEN 44" A-_F- DATHROOM 39"AFF(44"AFF WITH RAISED VANITY)-LAUNDRY - EXTERIOR WATERPRO)F 12"AFF TO 42"AFF -GARAGE GENERAL PURPOSE-44" AFF Drawn By Sheet ROOM 56"AFF L 7- 70 )ED LIGHT FIXTURE L > M ARJ @=w, WE�THER PROTECTED OUTLET (a RECESE 2.ALL TRIM PLATES & DEVICES TO DE G ANGED,WHERE P055IDLE. p :� 3.ELECTRICAL SWITCHES TO DE AT 42" �ENTERLINE AE30VE FINISHED FLOOR. M TO SWI�CH C) 7Z = M Date CEIL.NG OUTLET SPOTLIGHT 4.ELECTRICAL PLAN 15 INTENDED FOR [3 P PURPOSES ONLY. ALL WORK SHALL 3E DONE IN STRICT r- ;�' DELOW 10-14-2015 ACCORDANCE WITH THE NATIONAL ELECI RIC CODE,LATEST EDITION, 13Y A LICENSED ELECTRICAL < FLO R OUTLET EXHAUST FAN W1 LIGHT CONTRACTOR WHO SHALL E3ERESPONSIDLE FOR THE INSTALLATION& 5171NG OF ALL ELECTRICAL,WIRING& Scale 11 1-011 ACCESSORIES. 1/4 = 1 7F EXHAUST FAN of 220 OUTLET 5. SMOKEANP CARDON MONOXIPE DETE_/TORS SHALL DE IN ACCORDANCE WITH 2014 FLORIDA DUILDING Plan Wheaton-Custom 8 CODE, SECTIONS R514 AND R.515 P --,IAL PURPOSE OUTLET FLUOKESCENT FIXTURE E" 6. PROVIDE AFCI!5 (ARG FAULT INTERRUFTERS)IN ALL DWELLING UNIT 13EDROOMS PER NEC, SECTION 210-12 7.GF15 (GROUND FAULT INTERRUPTERS' FOR.WATER AREAS AND OUTDOOR CIRCUITS FER NEC, SECTION SWI--CH CARRIAGE LIGHT 210-5 H Written dirncn5ion5 5hall have.precedence over 5calie dirnion5ion5. 8.ALL PERMANENT INTERIOR LIGHTING 15 100%HIGH EFFICACY CFL/LE1) LAMPS PER.FE3C EC R.404.1 qP::Ei 3-W �Y SWITCH DOUDLE FLOOD LIGHT Coritractor5 5hall verify and be, re5pon5ble,for dirnen5ior5 an) condition5 of the ob. $4 4-W�Y SWITCH PANEL DOX Northea5t Florida De5ion,Inc. hereby re!5erveei it!5 common law DIMVER SWITCH Q SMOKE DETECTOR copyrioht!5.qrld other copyright5 in the5c.plan5,de!5igri5and idea!5. The5e plan5,deeligri5 and icleaei are,not to�e copied or chan�ed in any TELI-PHONE CAR13ON MONOXIDE DET. manner or form what.5oever,nor are they to�c a55ionej toany third party without f ir5t obtaininig the expre55 written perimb5ion from M M C) Northca5t Florida Dc5iqn,Inc. --k CAP,LE TV M :�E RREWIRE & DRACE GEILING FAN WITH LIGHT < 12627 San Jose Blvd Suite 702 2N1) FLOOK ELECTRICAL FLAN ortheast jacksonviUe, FL 32223 Florida Design,Inc. OFFICE COPY 904.260.3319 I-X_ V/ x NOTES RoMMATI11 OVIMTOVICIM M trr PPONWELEADVa"awy IIIIIIIIII�fmv= GVM PF64M WD TIWJMM MMEWPAL=8NI(MM"NEWAr MET"M VM SMOL Sm P"J#I VM LOVAINUM CEWML11W0r%V&LEr 8EEMWrVMWTEN WINXII FWADMIKKALIMIA!"TM r FLA%"W*11III RAMN SETOPLASIM CENVI 0 IMALLFLANBEGVER tWI Avmatad&L FINMOLAGS 8HNIGLE VW klutwy 4 OVER IMFELTUVIIIINTIWOM 02" STAFILWrIAI WW MAL VVIM FLA01M FLOINEMENWA&RASHM &M MT SLL PCs STEP 1 STEP 2 STEP 3 VIP UVIIIIM MAYMNIT DETAIL DETAJL VENT STACK FLASHING NTS VAL]LEYFLASHING NTS RAWLVALPM scompm NrIWK--- umdFACRI -M '-N F000I RAM aw CNM counm[MMIRMOF WALMRAUMff UAW RAW 1MVISES W Aft"Aw 'I MWIDW MULL OHM JBIR GIVIIINDWVEM FLAWEAT NEW 4r#*%*1rV6WWftk Or-094"I0 AtOMBROAMICEINBIff RAWWOLMW SHNSAMIOU0410"Iftm I Q*LVAHM M FTAL(WNWI VW HUM AWFACHOSWRINA40 VW11I MERAPPROV11W VI DAFFLE.I ET 0 PLASM VZ" WOMOFASP"W"rFumv YKAIMM&AFNER CEMEMORSEUNIff LAPF1&FAWV"7V" STAMM STMVA" E "IIWFADOFNWFM'FUP NOT&L Off-41 OWE"W KIT TAVA.7*MIN FW"QMR!*NWIMASAT REVISIONS ohm 5XS METAL FLAWM MIER IMd'TAM Ff" R00F=FMTW&T0WW ow**&is PAL UNM D=MIN VM"SWAnDO "WaftwonwI STEP 4 STEP 5 STEP 6 STAIT 7111 COURW lot 1.NWA&IN SMW ACCOMIIIII V" RE43M WaXIIIIII"On X"MY Ruarm GEMEW twaELF41*0UN Cu3=70MIGIT"M Blum Mao FOAMS6 UQWW_ r M 8tWAx='fflUMD13"VM1W DETAIL DETAIL RANWO .AMDZAW0THMWA,r 1 OV ftNNJQWT6F01WA WALL FLASHING-STUCCO NTS OFF4110GE W NTS 0"UMCAVLO"W" JIM OrrawwI M- MFOR "offlOWN&UNAIAT"Afift M KIM rLINA00000A"Aft - '=w0mrm �11 INIMI.WRIMA0=210 LAPOWIIIIIEIIIIMOVERNALM PLACE8NI1W V#I SWATHM FLAN13E OMENEANDF&W ArPNOVED VIIIII160HI VARROM IVE & SIDE FMT CXWRW I MIN UI INTERIORVIEW ir MEW"W FA*A~m1f W MIN STEP STEP 8 va"rup STEF�i 11 fIr 4 12 11r 11 U Vr 4S I am" EMENDRICK4M N=Nff an 16 ffr VI ADVOWLY F Wr an Rx""FrxT pm To NI BEYOND FA" WINDOW FLASHING INSTALLATION DETAILS N.T.S. 01111I MOON MONO lomom AJ:_--a - Build With Confidence Wr UNDEMAVIMW CMI __ 414 Old Hard RoadI, Suite 502 SHIMMEMAMM 00019 HOOF1W Fleming Island Flonda 32003 ISM 31 BOTPMCF 6011 a Office., (904) 264-6553 SHI LE NNUNG FASM NIMMIN'm 11 DETAIL Far (904)269-2729 ROOFING D ILS DETAIL WAUDRicyou r FILAMING NTS Ltog a OMMtK F W SUWIA DOUM 4:M ALL hOOF" NTS WALL FLASHING-LAP SIDING NITS _—I UNXWAMMI OWL I WagETIMILAPPOWWWWIM"Mu �� ''I - I 6600JAPI!PW LIS&(W LON BLIUM PTIMkicm Lot 34 Atlantic Beach tFWAM5QUWPM MAWJFACTUV*M VWATM 1MV1F&X1rXM ....... Country Club ,Wr7HRC*VW1#8M—------- (W IWALAW_ RITLYOWALWAT %I-_I 1—a STEP 3 Gabriel Residence MM-AT UWftff C7M MOM .......... -100"a(*'At" APPN0VW 0WAY1WM^WMX70WM. am*=% V" . ......... Flashing Details .......... .......... ........ ...... 1757 Atlantic Beach Drive FLAXWONGOVENAPFUR Atlantic Beach, Fl. 32233 DOMFINANIE W ......... Drawn-By Sheet H. ARJ Date S7EP I STEP 4 10-14-2015 Scale 1/411 = 11-011 of Plan Wheaton-Custom 8 Written dirncn5ion5!5hall have precedence,over 5cale,dirrien5ion!5,. Goritractor!5 5hall verify and be, re5pon5ible for dirnen5ion!5 an� condition5 of the job. RAWWROAM AFOUMAUM Northea5t Florida Pe5ion,Inc.hereby re!5erve!3 it!5 common law copyri^5 and other copyrioht5 In the5e plan5,Je5igr15 and idea5. The5e plar15,de5ign5 arid idea5are,not to�e copied or chanoed in any MMI EICIAM manner or form whav5ocver,nor are,they to�c,��55iqncd to any third party without f irI obtaininq the cxprc55 written perrni55i0M from STEP 2 STEP 5 Nor�thea5t Florida Po5ien.Inc. DWR FLASHING INSTALLATION DETAILS NTS . ..... 12627 San Jose Blvd Suite 702 OEEItE COPY ortheast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 TU13E STEEL PECI� RAIL PECK TO WALL FLASHING NOTES FOR SIPING URETHANE CAULK JOINT- 5UILPING PAPER TO (TO DE MAINTAINED) LAP OVER METAL FASCIA METAL FOK STUCCO5 1/8"-3/16" FLASHING PLI-PEK SYSTEM ICC-ES ESP, GRAVEL STOP -2097 EXTENDS UNDER POST 26 GAUGE GALVANIZED �T EIFS1 OK SIDING 5ONDFRIZED SHEET METAL FLASHING MIN.2"126 GAUGE GALVANIZED,E3ONPERIZED 9 UN METAL LATH TO EDGE 4" /all TO'37/1611 L-METAL )F THE HORIZONTAL SURFACE 3 GRAVEL STOP PLI-PEKSYSTEM WEEP-5CREED FLASHING ICC-ES :_SR-2097 E CAULK INSIDE AND OUTSIDE FASTENERS U') MIN,26 GAUGE (FASTENERS PER STRUCTURAL) GALVANIZED a I C'4 E30NPEFIZED 515"MIN EXT.GRAPE SHEET METAL PLYWOOD THE PLI-PEK SYSTEM ICC-ES (3/4"RECOMMENPEP) ESR-2097 TERMINATE5 AT THIS WOOD 13LOCKING OR SLOPE 1/4"PER 12" POINT PLYWOOD EXTENSION MAY VARY ACCORDING TO FASCIA APPLICATIONS 5TUCCO/EIFS _E t! C� 518"MIN E)T.GRAPE PLYWOOD (3/4"FECOMMENDEP) >< SLOPE 1/4"PER 12" 131TUTHANE 13UILPING PAPER 13ASE PLATE AS REQUIRED STRUCTURAL PLANS z 7: 0 0 C) 13UILPING PAPER STEEL POST PER STANDARD GUARDRAIL PANEL x x x x 0 0 5/8"MIN EXT GRAPE PLYWOOD 50mrn 19mm(34i'll)MIN. SLOPE 1/4"x 12" (2")MIN APPLY MANUFACTURER'S RECOMMENDED JOINT A SEALANT AFTER COMPLETION OF PLI-PEK FINISH REVISIONS COAT.THE PLI-PEK SYSTEM TERMINATES AT THE VN 5ASE OF RISER.SEALANT WILL NEED TO DE 5/5"MIN.EXT G RAPE MAINTAINFI) APPLY MANUFACTURERS RECOMMENDED PLYWOOD PLI-PEK SYSTEM JOINT SEALANT AFTER COMPLETION OF (3/4"RECOMENDEP) FASCIA TO WALL 1-0 PECK ICC-ES ESR-2097 PLI-PEK FINISH COAT SLOPE 1/4"PER 12" FLASHING INTERSECTION THRU-13OLT 5 OR LAG 13OLTS PEI�SIRUCT URAL PLAN 5LOCKING AS REQUIRED PE?5TRUCTURAL PLANS E3EAM5 MAY OCCUR X X Nz z 4 z PECK rLAN VIEW NP 2.5 L[35/50.YD. GALVANIZED(PIPPED)EXPANDED PECK TO WALL FLASHING METAL LATH 2.4 M X.69 M(96"X 27") OVERLAPPED 19 MM(3/4")AT EDGES WALL FRAMING 410 MM(16") THRESHOLD FLASHING O.C.MAX IVEKSI,DE OVERLAP LATH ON TH FLASHING MIN.2"126 GAUGI' FLASHING TO THE EDGE MIN WITH 3.2 MM(1/5") GALVANIZED,5ONDEKIZE0 OF THE PECK SURFACE FXT ERIOR GRAPE PECK-TO-WALL FLASI IING�7 PLYWOOD 16 MM(5/6) WITH 51 UCCO STOP I OR WALL an STUCCO AND EIFS S"'STEMS GAP 5ETWEEN SHEETS as FLASHING PAPER TO Build With Confidence EXTENSION METAL TO FOST FLASHING COVER SEAMS IN PLYWOOD 414 Old Hard Road, Suite 502 5E INSTALLED E3EHINP PECK 50 MM(2-1)MAX. Fleming Island, Florida 32003 TO WALL FLASHING (904) 264-6553 4"AND PRE CAULKED PRAIN—N\'_� Office. 5UILPING PAPER FACE NAIL(A MIN.OF Far (904)269-2729 TO OVERLAP 4"MIN. TWO NAILS PER SIDE) AT THE FLASHING ON PECK SURF/�CF EACH SIPE OF POST APPLY MANUFACTURER RECOMMENDED JOINT SEALANT FASTENING Lot 34 13EHIND FLASHING AND LATH AT THE TOP OF THE FLASHING. Atlantic Beach FLASHING 15 SECUREP FO 5UE3FLOOR WITH NAILS STAIR FLASHING illy E3UILPING PAPER TO ON ALL SIDES Count Club E3E INSTALLED L3EHIND SHEET METAL 0 THIS APPLY MANUFACTURER OFFSET METAL LATH EDGES POINT MIN.2" RECOMMENDED JOINT SEALANT 152 MM(6)MIN FROM FASCIA METAL AFTER COMPLETION OF THE POST&RAIL EDGE FLASHING PLYWOOD SEAMS PLI-PEK DASE COAT AROUND FLASHING 13ASE OF POST. PLI-PEK SYSTEM Gabriel Residence TERMINATES AT THIS POINT GALVANIZEP,26 GAUGE,FLAT METAL G56,5 TO 13E COATED ON ALL VERTICAL INSTALLED ON ALL CORNERS OF THE FLASHING POST AND NAILED TO THE SU13STFATE FASTENER FATTERN FOR THRESHOLP FLASHING Flashing Details METALLATH POST 1x4 NOTCHEP*WOOD TRIM (PER PLAN) AROUND PERIMETER OF 3ASE 1757 Atlantic Beach Drive SEALANT SEALANT (OPTIONAL) POUE3LE FLA5HING FOR 50 TO 152rnm (2"TO 6") STEF-Ull Atlantic Beach, Fl. 32233 76rnm(3")O.C. NOT'CH POST 1/2"DEEP 9 3" IN THE FIELD 25rnrn(11/2")O.C. APOVE DECK 5HTtG AROUND (12 STAPLES PER. I ON OVERLAPPED PE�IMETER OF POST SQUARE FOOT) LATH SEAMS PE�STRUCTURAL I HRESHOLD FLASHING Drawn By ARJ Sheet PLYWOOD SEAM COVERED 26 GA.L30NPERIZEP PLI-DEK SYSTEM Date IN 2"WIDE SEAM PAPER 2-FIECE SHEET ICC-ES ESR-2097 10-14-2015 AND STAPLES 1 O.C. METAL SADDLE A LY MANUFACT URER"S RECOMMFNPEP OVERLAP LATH MIN.4"LAP FULLY JOINT SEALANT AFTER COMPLETION OF Scale 19rrrn(3/4')rrh DE)PEP IN SEALANT PLI-PEK FINISH COAT.THE PLI-PFK SYSTEM 1/4 1 (ALL 4-SIDES OF POST TO DE C 0 0 MIN 3" TERMINATES AT THE 5ASE OF RISER of FLASHED) 0 0 GALVANIZED 130NDERIZED PECK Plan Wheaton-Custom 8 ,xxxxxxx-- - 4(jjijjjxx-xxxxxx;a11 CAULK 13ETWEEN FLASHING FLASHING MIN 2"ON PECK AND z" zz z 11 Zz AND THRESHOLD,AS WELL HEIGHT DEPENDS ON RISE?\SIZE AS 13ETWEEN DOOR JAME3 OVERLAP WALL TO PECK FLASH PECK SHEETING P05T CONNECTION PEP, AND THRESHOLD 4"ON EITHER SIDE. Written dirrien5lori5 5hall have,precedence over 5cale climen5ion5. cz STRUCTURAL PLI-PEK SYSTEM Contractor5 5hall verifyand be m5pon5iblc for dirrien5ion5 and LU condition5 of the job. �'_ i::- ICC-ES ESR-2097 (D 0 ---40.-- Northea!5t Florida PeNon,Inc. hereby re!5erve,5 it5 common law Lu FLOOR JOIST OR E5LKG- < (�z 7K copyrioht5 and other copyright5 in the5e plario,de!5ion5 and i ea < .770o CONNECTION POST PER (d Thc5e plan5,dC!5i0n!l idca!5ii not to be copied or chanecd in any E Cq STURCT. (D manner or form what5oever,nor are they to be a55igned to any third 1. X1. \N 40 MIN 2" party without f ir!5t obtaining the exprc55 written perrni55ion from A Northca5t Florida Pc5ign,Inc. -=77--7 777-7� 50mrri(2")O.C. *MAY APPLY GU�30 13ASE CAULK DETWEEN FLASHING AROUND PERIMETER COAT AT POST 13ASE TO AND COMPRESS TOGETHER 5/8"MIN.EXT.GRAPE DIVERT WATER PLYWOOD RECOMMENDED) (3/4 12627 San Jose Blvd NOTE:WHERE LATH OVERLAPS PERIMETER AND FLASHING PAPER SLOPE 1/4"PER 12" . ........ (PLYWOOD SEAMS)5TA!�'LE EVERY 11/2" O.C. Suite 702 %05 OPY ortheast Jacksonville, FL 32223 Florida Desi�,rn T-, 904.260.3319 DESIGN CRI ERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE, SHEETINDEX NOTES 3,4 NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS DTT2Z (8)Y4"xl Y2"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN Building Code STUCCO AND DIRECTLY MIN 1/16"24/16 SPAN RATED OSI3 OR PLYWOOD INSTALLED HORIZONTALLY W/8d (NOTES 2,3) Y211 0 x 4 Y2"EMBED EPDXY OR SCREW ANCHOR CS18/CS18 (9)10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN Florida Building and Res dential Codes,5"'Edition(2014) z ADHERED STONE COMMON: 6"O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD. 2X4 BLOCKING IS REQUIRED ST-3A....................1ST LEVEL ROOF FRAMING PLAN F: ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) Code for Design Loads LU P (NOTE 6) AT UNSUPPORTED PANEL EDGES. (18)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, I-_ HTT4 ANSUASCE 7-10 x (NOTES 2,3) V 0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MTS12/MTS12 (7)1 Od x 1 Y2"EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) U.1 ST-5.......................TYPICAL WALL SECTION SHEET ROOF LOADING!.......... ...................................Cd=1.25 _j U) MIN 7/1r"24/16 SPAN RATED OSI3 OR PLYWOOD INSTALLED HORIZONTALLY W1 8d ST-6......................SECTIONS AND DETAILS < _j ALL OTHER VENEER HTT5 (26)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, Cn TOP CHORD LIVE LOA ..................................20 PSF 6 _j (NOTE 8) COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2x4 BLOCKING IS (9)10d COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) REQUIRED AT UNSUPPORTED PANEL EDGES. (NOTES 2,3) V 0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MS24/MSTA24 D................................7 PSF TOP CHORD DEAD L LEGEND BOTTOM CHORD LIVE OAD 'A 0 'E (20)SDS Y4"x 3" SCREWS IN STUD GROUP ATTICS WITH LIMiTE STORAGE...............20 PSF(PER FRC) MIN 15/32"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIM ENSION HDQ8-SDS3 MS36/MSTA36 (13)10d COMMON EACH END OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL 3 �e 0 R TILE ROOF 7/8"DIA.x12"EMBED ANCHOR IN CONCRETE ATTICS WITHOUT S RAGE... .................... 10 PSF 0z - PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C. AT PANEL EDGES AND ALTERNATIVE FOR THE APPLICATION SHOWN Lu - v- (NOTE 7) (NON-CONCURRENT) 0 2: 0) 8"O.C. IN THE FIELD (38)16d SINKERS INTO STUDS (11)1 Od x I Y2"IN TRUSS/RAFTE R UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL 0 LL BOTTOM CHORD DEA1 I LOAD........................5 PSF U_ � w - EOR ENGINEER OF RECORD 0 0 Lu 10- SHINGLE AND METAL ROOF MIN 7/16"24/16 SPAN RATED OSI3 OR PLYWOOD INSTALLED WITH STHD14 (WET EMBED) HTS20/HTS20 CN 0 0 LONG DIMENSION PERPENDICULAR TO SUPPORTS W1 8d RING 0 1)1 Od x 1 Y2"IN TOP PLATE AND/OR STUD EW EACH WAY LO z (NOTE 9) SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. OSB ORIENTED STRAND BOARD WIND LOADING............ ....................................Cd=1.60 LTT20B (10)10d x 1 Y2"IN STUDS HA4/H2.5T (5)8d x 1 1/2"IN TRUSS WSP WOOD STRUCTURAL PANEL ASCE 7-10,3S GUST........................................130 MPH FLOOR DECK SHEATHING: 23/32#'T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. IN THE (NOTE 2) Y2 x 6"EMBED EPDXY OR SCREW ANCHOR (5)8d x 1 Y2"IN TOP PLATE SYP SOUTHERN YELLOW PINE 0 BASIC WIND SPEED (NOTE 5) FIELD. SPF SPRUCE-PINE-FUR EXPOSURE CATEGOIT .................................. C MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d ABU44 (12)16d COMMON& x 7"DRILL&EPDXY (5)1 Od x 1 Y2"IN TRUSS CONT CONTINUOUS BUILDING CATEGORY. ................................... 11 PORCH CEILING BOARD SHEATHING: COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. HA8/H8 (5)1 Od x 1 Y2"IN PLATE O.C. ON CENTER ENCLOSURE CLASSIFI�,ATION...................... ENCLOSED It 3: LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. (N E INTERNAL PRESSURE �,OEFF.... ...................0.18 MIN 7/16"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3" (12)16d COMMON& x 7"DRILL&EPDXY (9)10d x 1 Y2"IN STUD (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) CN C&C DESIGN PRESSUI 1,ES.............................. (SEE TABLE 1) "SW'DESIGNATED SHEAR WALLS: O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZO14TAL PANEL EDGES), ABU66 TSP 04 (NOTE 8) 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). (12"EMBED AT GARAGE DOOR RETURNS) (6)10d x 1 Y2"IN PLATE LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE cf) LL 1. PSL 2.OE PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. _j FLOOR LOADING......... .00 HU48, HUC48, (14)16d COMMON IN HEADER QTA QUICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORS U_ a) CNI ....................................Cd=1 NOTES: SPH4/SPH6 (12)10d x 1 Y2"IN STUD C:) TOP CHORD LIVE LOA ..................................40 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/32"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING HU28-2,,HUC28-2 (6)10d COMMON IN BEAM QTB QUICkTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS Ld LO TOP CHORD DEAD Lo D................................10 PSF SHANKNAILS. (0.148"x3"LONG). QTG QUICKTIE GREEN,SEE TABLE 6:UPLIFT ANCHORS _j HU410, HUC410, _j W BOTTOM CHORD LIVE OAD..........................0 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU210-2, (18)16d COMMON IN HEADER (6)10d COMMON IN TOP PLATE QTO QUICKTIE ORANGE, SEE TABLE 6:UPLIFT ANCHORS > BOTTOM CHORD DEA LOAD........................5 PSF 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HUC210-2 (10)10d COMMON IN BEAM DSP (8)10d COMMON IN STUD/HEADER INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS z 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 0 U) SPECIAL FLOOR G ROOM)LOADING....Cd=1-00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. HGA1 OKT (4)SDS Y4"xl Y2" SCREWS IN TRUSS/RAFTER QGT (18)10d x 1 Y2"IN TRUSS W1 QUICK TIE UPLIFT ANCHOR INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM U) TOP CHORD LIVE LOA ..................................60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP (4)SDS 1/4"x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN �e Cn TOP CHORD DEAD LO D................................ 10 PSF REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. NM�M BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW 0 SPECIFICATIONS) < BOTTOM CHORD LIVE OAD...........................0 PSF 6. 15/32"32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL LGT3 (26)16d SINKER IN WALL FRAMING QGT2 (30)16d x 1 Y2"IN TRUSS W1 QUICK TIE UPLIFT ANCHOR -2 BOTTOM CHORD DEA LOAD........................5 PSF BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSI3 OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, (12)SDS Y4"x 2 Y2"IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN STRUCTURAL WOOD BEAM cNi co MAXIMUM FLOOR TR S SPACING...............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE 7/16"24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER 0 _r WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . NOTES: It a) DEFLECTION CRITER�A 7. 15/32..PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. FOUNDATION KEYNOTE CALLOUT w _0 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. 0 ROOF TRUSSES.......... ................................... LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32"APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): > TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZO14TAL PANEL EDGES. STUD COLUMN KEYNOTE CALLOUT N 14" WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5'IN LENGTH. e QTB DTT2Z, LTT20B T_ TL MAX 1"UP TO 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD o QTG HTT4 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS 40'SPAN ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL 9 QTO HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) TO MATCH WALL FRAMING SIZE AND GRADE,UNO. D OPEN WEB FLOOR TR USSES/BEAMS.......... LL/360 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. 4. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED 2 STUDS of U) 0 ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. LU 0 ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 0 TL/240 TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C.) 5. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. TL MAX 3/4" 6. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST DTT2Z BOTTOM OF STUD COLUMN CONNECTION w WOOD I JOISTS........... ................................... LL/480 NOTES 1,2,3 BASE ANCHORS,CS16,AND MSTA FLAT STRAPS. 9 1 ST LEVEL STUD COLUMN:HOLDDOWN REQUIRED AT BASE OF COLUMN < TL/240 STUCCO FINISH-U360 FLEXIBLE FINISH-U120 OR QT-REQUIRED FROM TOP PLATE TO SLAB. M TL MAX Y2" BEARING CONDITION WALL HEIGHT WALL HEIGHT TABLE 8: SPECIFIED SHEARWALLS e 2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL z 11 COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM 0 &STUD TYPE FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT NOTES 1,2,3,4 F- NOTES: END STUDS TO TOP PLATE CONNECTION 2ND LEVEL TOP PLATE TO SLAB. 1. CONCURRENTLY LO�DIED LIVE LOAD MAY BE REDUCED PER 2x4 SPF STUD D FBC 1605.3.1.1. >_ SW TYPE CONNECTION HEADER STRAPPING KEYNOTE CALLOUT U) i 2x4 NO.2 SPF LO z NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 14, x 0 z 10 0 (2)2x4 NO.2 SPF SW1,SW2,SW3,SW4 QTB/QTO rl.- W W < - 0 U_ 0. r] Z M M En TABLE 1 : C IMPONENTAND 0 24 24 24 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 4 :3 En 0 0 W L, < Z w 24 1 4 24 KI LL 0 j W 11 F- 0 0 W 0 0 2x6 SPF STUD 24 24 24 1 24 2 2. QTB/QTO MAY BE SUBSTITUTED W/(2)MSTA24/MS24,(2)H8,OR(2) DTT2Z NG/JACK GROUP BOTTOM CONNECTION 3 a] 0 0 Z F- Q L3 En 0 _j - DSP. 1 *1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP M Z 0 W EJ En m CLADDING ESIGN PRESSURES 2x6 NO.2 SPF 24 24 24 24 24 24 24 124 1 24 24 )- EL 0 z w j :� E J z z 0 1 11 a I -ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION,SHEET ST-5. 9 2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD F- W w M < M < -1 WL 2x4 SPF STUD (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) M M > �- 00 _ 2 GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. WW 0 W W W LL EO U3 WINE OWS AND DOORS z C1 CL W W _j a 0 2x4 NO.2 SPF NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP 0 M a: I-- M w Z F- 0 Z (2)ADDITIONAL WALL STUDS REQ. FOR QTO a. z 0 EL >. LLj L Ell u] EFFECTIVE ZONE DESIGNATION d p j M 0 z < 0 (2)2x4 NO.2 SPF W z 0- 0 U1 2: w Ld W U_ 0 END STUD GROUPS w < 0 W F- W U, 0 a] fj WIN D AREA lIZ-Interior Zone(psfI EZ-End Zone(psO I I w Z 0 2x6 SPF STUD 24* F- M z 0 U_ 24 24 24 24 24 24* HEADER FRAMING KEYNOTE CALLOUT z < 10 ,OjMM �- ix W10 0-20 ft2 +40.00 -40.00 +40.00 -40.00 24 24 24 SW TYPE NUMBER OF STUDS U) V- z 010ZLE010 2x6 NO.2 SPF 24 24 24 24 24 24 24 24 24 24 N�IMBER OF KING STUDS EACH SIDE OF OPENING (2)2x10-1 2 D 0 w w EL I W :3 21 -50 ft2 +40.00 -40.00 +40.00 -40.00 SW1,SW2,SW3 2 100 M 0� W rj Z 10 a z w NOTES: S W`1# SW4 3 E9 4 < p Uj 0 w W Ul 0 w 100 ft2 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON NUMBER OF JACK STUDS EACH SIDE OF OPENING Z Z X F- Q I'_ 0 - I CI Z 51 +40.00 -40.00 +40.00 -40.00 LLJ j - a W Z W M M 5 PLAN. 1. KINGMACK STUDS MAY BE INCLUDED FOR STUD GROUP SIZE-OF HEADER(ALL HEADER TO BE NO.2 SYP w w W Z .X < w L3 < LL z REQUIREMENT. w M < M w 2 F- E Ll W w 101 -200 ft2 +40.00 -40.00 +40.00 -40.00 2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. UNLESS%0ESIGNATED AS WSP) Z zw W1Mzz : i.- zwL_ '7 3. (-)STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL END ZONES TO BE - I >- z< a - _ jy004wA w F- VINYL SOFFIT MAX PRESSURE(pso +40.00 -40.00 DOUBLED,FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE I FOR 4'END ZONE LOCATIONS. END STUDS CONNECTION(NOTES 5,6,7) NUMBER OF PLIES IN HEADER z z Q 0 < >- LU wwj Mz - M< I._ z � i < 1ST LEVEL 2ND LEVEL STRAPPING I wo mw < w �- D SW TYPE w 0 o w 0 1.- - I W Ej - GARAGE DOOR DRESSURE SEE FRAMING PLAN TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN HOLD DOWN (IF QT-NOT APPLICABLE) EERED LUMBER HEADER FRAMING KEYNOTE CALLOUT < Z >- z W M6 F. < iL NOTES 1,2,3,4 w ILI PRESSURE TREATM LUMBER Swi QTB OR DTT2Z MS36/CS16/MSTA36 (2)9 1/2"LSL-1/2- NUMBER OF KING STUDS EACH SIDE OF OPENING Z L3 < - 0 1 W L3 Z < 0 w Z _j P VI I z 0 _j TER LENGTH SW2 QTG OR HTT4 (2)MS36/CS16/MSTA36 NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 L3 N CL EO 0 L3 D SW3 QTO OR HTT5 (3)MS36/CS16/MSTA36 _j 8d COMMON 0.131" 2-Y211 F::mESERVATIVE FASTENER TYPE SW4 HDQ8 (4)MS36/CS16/MSTA36 -HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) LL. SHEET NO.: 8d RINGSHANK 0.113" 2-%11 z ACZA STANDARD CARBON STEEL DEPTH OF HEADER 0 ST 1 Od x 1-Y2" 0.148" 1-Y211 UM 10d 0.131" 311 SODIUM BORATE(NOTE 1) STAINL--_SS CONNECTORS AND BOTTOM PLATE ANCHOR SPACING(NOTE 1) N BER OF PLIES IN HEADER(1 3/4"WIDE UNO) END ZONE EY MAP 10d COMMON 0.148" 311 FASTEII,ERS REQUIRED. SW TYPE MAX ANCHOR SPACING STRUCTURAL I PRE-ENGINEERED TRUSSES & I-JOISTS 0 END ZONE:END ZONES HALL BE TAKEN CONNE"TORS MUST HAVE CL $S. 12d COMMON 0.148" 3-Y411 SW1,SW2 DIA.@ 24"O.C. OR 1/2"DIA.@ 24",O.Q. SPECIFICATIONS AS THE 1ST 4.0'PER IRG FIGURE R301.2(7) 16d SINKER 0.14811 3-Y4" ALL OTHER PT(NOTE 2) Z-MAX,,'7120 OR TRIPLE ZINC SW3 DIA.@ 16'�' 24�O.C. 1 ROOF OR FLOOR TRUSSM FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL LA_ (IN LUDING ACQ& MCQ) COATED FINISH. 2"DIA.@ 16"O.C.1 BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP 0 JOB NO.: 16d COMMON 0.162" 3-Y211 ALL FASTENERS MUST BE HOT 1H=SW4 DIA.@ 12"O.C. OR Y DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD RS4744 DIPPED GALVANIZED. NOTES: FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY < NOTES: BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS SUBDIVISION: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE COMPLETE. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE I REATMENTS BEARING ON BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING,BEARING LOCATION 5 Atlantic Beach SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3,SW4,OR SWB ON THE PLAN. AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. _j F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT LL Country Club BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. < 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 GALVANIZED EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE 0 LOT NO.: A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY BE USED IN CONTACT WITH PRESSURE 4. SW13-SEE"SWB-SPECIAL SHEAR WALL DETAIL",LOCATED ON THE DETAIL SHEET. DESIGN OF THE UPLIFT KSTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS Z 34 SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL,HOWEVER TF IS APPLICATION MUST 5. 2ND LEVEL SWS-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: SHOP DRAWINGS MAY B4 DISREGARDED. D LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRIER BETWEEN & HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. >_ 4. THE NOMINAL DIAMETER AN 5. CONNECT ALL TRUSSES 10 TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. b FLOOR PLAN: SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIAL. 9 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD 6. I-JOISTS FABRICATED TOjkCHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND 0 DOWN. SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN _j Wheaton-Custom 6. DESIGNATED SWS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. CRITERIA,THIS SHEET. 0 TABLE 6: QUICK TIE CONNECTORS 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED RODIN EPCON G5 EPDXY,OR SIMPSON. SCREWIN Z DESIGNED: NOTES 1,2,3,4,5 ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. HEADER FRAMING _r JH/JML 0 ON RETE/ CONCRETE AND FOUNDATION NOTES w SYMBOL DESCRIPTION MASONRY TENSION CAPACI Y MIN. EDGE DISANCE 1 1. ALL HEADER JACK AND KING STUS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON@ 8 O.C. REVIEWED: EMBEDMENT MONOLITHIC SLAB CMU 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). STAGGERED. x 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). 2. WSP HEADERS ARE WOOD-STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: >w w JPA (A_� ONE STORY OTA(QUICK TIE AQUA) 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). 9 SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. a- \,Cy 1 3 < REVISIONS DATE 4.0 FT Y8"WIRE ROPE-39'STEEL STUD 23/411/23/411 910 LB. /411 2 Y4@1 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL 9 ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d COM @ 3-1 O.C. ENDZONE 8 1 ST FLOOR (TYP) 17DESIGNATION [A] TWO STORY 2"x 2"x Y8"WASHER @ TOP PLT REENTRANT CORNERS. e EITHER TOP OR BO1-fOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHIN STBE (d), ONE STORY QTB(QUICK 71E BLUE) 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE EDGE NAILED TO CONTINUOUS PLY OF PLATE t -1") �Iw 1 3 AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. * NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END >_ 13-"WIRE ROPE-a"STEEL STUD 4"/411 1,527 LB. /411 2 Y4" Lill 6 8 SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN * * WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WAIM-MECTION 100 TWO STORY 21/4"x 2Y4"A�'WASHER @ TOP PLT REQUESTED BY THE BUILDING OFFICIAL. SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING -%x 0 $Now w ONE STORY QTG(QUICK TIE GREEN) 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR z 11'WIRE ROPE-J"STEEL STUD 410/41' 2,839 LB. 2 Y411 2�/4'1 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH OPENINGS 3 FT OR LESS V AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): 4 FRC 5TH EDITION(2014) TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12.,LIFTS TO AT 9 HTS16W/(10)10dx1tY2"@ 16"O.C. TWO STORY 3"x 3"x 3/16"WASHER @ TOP PLT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE * MIN 18 GA.COIL STF*P WRAPPED OVER TOP PLT W1 MIN(5)10d x 1-Y2"INTO EACH SIDE OF HEADER OR 0 0 ONE STORY OTO(QUICK TIE ORANGE) ASSUMPTIONS. * FASTEN TRUSS DIRMTLY TO HEADER W/MTS OR HTS W1(14)10d x 1-Y2"(OR EQUAL APPROVED BY EOR). w 5,,WIRE ROPE-EV'STEEL STUD 611/611 4,455 LB. 3f' 31# 2 i-6 8 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND 4. FASTEN ALL HEADERS TOJKING STUDS WITH(3) 8d TOE NAILS PER SIDE. TWO STORY 311 x 3"x 3/16"WASHER @ TOP PLT SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 5. IF HEADER NOT SPECIFIEP,CONTACT ENGINEER OF RECORD. < 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS z U) Am NOTES: CONDITION EXISTS. AM TABLE 9: PLA*-ORIENTED HEADER REQUIREMENTS1 = I 'W AV 1. POWERS AC1 00 TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE. 10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB INA 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACTEORFOR o ILAF vw AL 2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. AMM STUCCO FINISH-U360 FLEXIBLE FINISH-U180 p 3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN AB )VE. REFER TO 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM CONTINUOUS ROUGH t)PENING WIDTH 8 M crj APEAXIN, TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, (NOTES �2) MAXIMUM 11' MAXIMUM 11' 0 4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: CONTACT THE ENGINEER OF RECORD. PLATE HEIGHT PLATE HEIGHT e EXTERIOR 2x4 WALLS: FRAMING NOTES U) GREATER THAN 48"UPiTO 75" (NOTE 3) (2)2x4 (2)2x4 Z cc -QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS OR SHEATHING 3: 0 0 0 fj � U. U) STRy SPLICES, NO ADDITIONAL STUDS ARE REQUIRED) 1. POWERS AC100 TEAL,GOLD,OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE ANCHORING. QUICK TIE CONNECTOR OR 0 GREATER THAN 75*UP TO 111 (2)2x6* (3)2x4 z -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS). THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE X16"GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL GREATER THAN 111 SEE FLOOR PLAN SEE FLOOR PLAN 0 * EXTERIOR 2x6 WALLS: THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURERS SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 0 4/ o IU6 0 S E 1010, (NOTE 3) (3)2x4 (2)2x4 -NO ADDITIONAL STUDS REQUIRED AT QTB/QTG LOCATIONS. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS) U) GREATER THAN 48"UR TO 75 0 0 RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. CL CC 0 4, 0 GREATER THAN 75PUP TO 111 (2)2x6 (2)2x6 LU �: ju 5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CABLE. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE w z 0 Ul ex _17 W: 4.0 F 2304.91. 0 A:� SEE FLOOR PLAN SEE FLOOR PLAN 1A 2ND FLOOR 177END ZONE GREATER T N 111 ul 0 (Ty 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 1. 0�. x w DESIGNATION T p 5. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO FOUNDATION WITH LIKE STUD PLIES. 1. PLANK HDR TO STUD GROUP W/MIN(6)10d TOE-NAILS,EACH END. Uj 6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C.STAGGERED. 2. WINDOWS WITH INTERMqDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. Ic x <) 0 7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 3. FOR OPENING WIDTHS LMS THAN 48",A SINGLE 2x PLATE IS SUFFICIENT. w 0 8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. 4. FOR PLATE HEIGHTS ABOVE 11', SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. 9. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL 5. 1(-)HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. < QT ENGINEERING STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. CONTROL JOINT (CJ r-0. )-NOTrzo. GENERAL FOUNDATION NOTES 1. TIMING 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE • CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF THE COURSE AGGREGATE FROM THE CUT,MAKE THE CUT. MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR • CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT 2. DEPTH SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL Cn THE CUT SHOULD BE AT LEAST 1"DEEP, BUT NOT MORE THAN 1 Y4"DEEP. FOUNDATION WORK MAY BE REQUIRED. 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN C) 3. SEALING ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. C0 ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. _j SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. L.L 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT 0 C\I E CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET LO 6. SHOULD SITE FILL CONDITIONS ALLOW FOR SLAB AT GARAGE DOOR TO lr� C: RETURN APPROX.TO EXISTING GRADE, IT IS ACCEPTABLE TO REFER TO C4 1 cu FOUNDATION KEYNOTE"A",THIS SHEET,AND OMIT CONTINUOUS STEMWALL 0 FOOTING BELOW GRARAGE DOOR. 0) E FOUNDATION KEYNOTES: ol C%j T-011 86-41' CY) LL 8"x8"DEEP THICKENED EDGE _j U_ C\f W/(l)#4 CONT 0 31-011 81'-411 11-011 w Ul) _j FORM&POUR REMAINDER 12"DEEP FTG W/#4 @ 12" _j (1) OF CURB W/(l)#5 EW UNDER BOX COLUMN, > :t:! z :3 CONTINUOUS&#4 VERT FTG TO BE PROJECTED MIN 0 U) @48"O.C. 6"LARGER THAN BOX U) _1 COLUMN ON ALL SIDES za 0 16"SQx12"DEEP FTG W/ < T_ T_ cu 9 (3#4 EW CN -2 0 24"SQx2O"DEEP FTG W/ w (3W4 EW 4 9 2 6 2 7 0 30"SQx2O"DEEP FTG W/ (0 3 (4)#4 EW 9 1 711� 01 36"SQx2O"DEEP FTG W/ 2 C? L (4)#4 EW 9 C) ;;t if �0 �l I I 1 0'-4" 01-211 1 I I L) I 111-011 11 90-010 1-011 5'-1 1 If 90-011 48"SQX24"DEEP FTG W/ < T-011 8'-8 141-21' 4-4 L /- 1 5 1'-9" 1_ 1_ 121-611 gl-611 CL F (5)#4 EW,T&B z ci 9 0 F . ...... F X0 z 10 C? ww < - 0 9 10, 0. 0 0 z w 0: Ul 0 W 1, < Z w i,- a w 0 0 0 z L3 L] a _j - - Zowowawa 7 a C? a. 0 z w z z 0 bo w w — w D W U. it it > 0 0 0 W W U1 w w LL Ul U1 z 0 0. w 0 w w _j [3 w z 0 C/) 0 z w W _j M 0 0. W 0 Z EJ co C/) Z EL �- < E9 In I w 11 EO �_ - W W LO w < Ij U3 ul a 2 NOTE 6 Z w I,- Ln 0 w I W 0 z 4 z L'. w Z 0 'w 0 ZLL ' 0 0 0 W Z LL - 0 x 0: 104 m M W Ej Z LU Z U, 0 1 w NOTE 3 2 z < L] W ,3 W PO - 1 0z z X F- 0 < Uj a w I.- Z �- ww-� EE Uj w w z x < w 94 a: EO LL z W 0: < M W 13 :3 z A w w w Lj a. z z aZZ :jI`_ -7 < 10 1 >- Z< 0 - _ j000 < w - ICN or - oz �- I& Mw1 :16ZZI 0 LID 0 FORM&POUR REMAINDER z z Wo < mz Uj W j I w :3 a] W < Cl OF CURB W/(l)#5 W � o Lq _wE3I._ laWL3 - 8A t L�_ � 1.0 < 2: < Z >- z 2: < L3 w a < LL 2 CONTINUOUS&#4 VERT 0 P �- I Z p v D Z w w � Ir 9 1 @ 48"O.C. ST-7 9 Z L3 < - U 0 1 w 0 z < 91-10111 b W 0 w J F- 0 I L0 z z 41-611 T-611 r 2 C> L3 0 LO 2 6-1" 7�0"l 18'-4 7f-311 0 0 F- En < 0 2 _j **NOTE** LL SHEET NO.: PAVERS BY 1 11-3111 1 1 L-221" 1 z BUILDER 2 BUILDER TO PROVIDE STEPS TO GRADE PER 0 ST-2 3 6 of _L 7 1 -011 ARCH PLANS 9 24"x 24"CMU PIER PER ARCH PLANS < w FOUNDATION D *SEE"PIER ELEVATION VIEW DETAIL", 0 D Q_ SHEET ST-7 PLAN L �j w L JOB NO.: NOTE 3 RS4744 < SUBDIVISION: F rF_ E 7 0 Atlantic Beach 51-74t 111-111, 41-81' 24- 81-511 1 121-119 1 U_ Country Club _j I? < LOT NO.: NOTE 3 D z 34 OPINION (2)TOTAL 1111111111 NOTE 6 0 FLOOR PLAN: @ GRADE ELEV 6 0 Wheaton-Custom _j BY E RD F4A ZLF 04 9 Z-) I BY Rj .......... C.J., .......... 9 Z DESIGNED: SEE SHEET ST-7 FOR 8A PAVERS BY FOOTER DETAILS C14 0 JH/JML BUILDER w REVIEWED: x 9 JPA F_ -1 9 < REVISIONS DATE C? NOTE 6 22'-1 01" 7 2 &D 9 7 4 z C� C� w z TYPICAL REINFORCING U) IL I& BARS AT THICKENED 11LAr 0 FOOTING,SEE PLAN F— ill-Oil 46-011 N 24"LONG#4 OR#5 APE ZXX I, _M, 0 BAR SET AT MID-DEPTH 561-011 26141 OF SLAB,TYP ALL FL 11. 101 821-491 RE-ENTRANT CORNERS < -011 U) Pkb <Z If 11011 I HOUSE S751 FOUNDATION PLAN 1 /4 z L RE-ENTRANT CORNER DETAIL OFFICE COPY uj (RECOMMENDED) x L1j PLAN VIEW, DETAIL TYPICAL @ ALL CL Je Lff RE-ENTRANT CORNERS QT ENGINEERING < 0., 11/11/2615 FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. Cn 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W1 10d @ 3"O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR C0 DECK TO SW DB L TOP PLATE W/1 Od @ 3"0.C. _j 4. PORCH BEAM FRAMING NOTES LO A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. T_: N M NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 00 0 V) WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 4 — 0 ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL.PORCH 0) BEAM TO STUDS W/MS24, HTS20,OR MSTA24. I B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. 04 PORCH BEAM TO TOP PLT W/MS24, MTS12,OR MSTA24. CN cf) LL. C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. LL N PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR C) PORCH BEAM. BEAM TO POST DOWN STUDS W1 MS24, MTS12,OR LU Lf) _j MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. _j D. BEAM ATTACHED TO EXISTING FRAMING z ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ 0 SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. U) C/) 2 STUDS 0 CD 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER 2 STUDS 2 STUDS U- w 2 STUDS 2 S U) TYPICAL WALL SECTION SHEET. U) D D x 04 0 w 9 - QT13 0 QTA 0 QTG a Ir- 0 -(D 6. HIGH UPLIFT WALL: INSTALL QT13 @ MAX 48"O.C., REQUIRED .............................. ................ -------------------------------- ............................... ......................... AT THIS SECTION ONLY . .......................... LU ...................... : ------------ .... ................................... ............ ...... ... ........ ...... ............. .................... ............... ............ .......... ............. ............. ..................... ............................ 0 I : 7. PLANK ORIENTED HEADER FRAMING /2 2)2x6-1/2 -_(2 (2)2x4-1 G (2)2x6-1/2 (2)2x6 2x6-1/2 > U_ Uj A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W1(2) A35 U) 2 STUDS NOTE 1 NOTE 1 00 EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON 0 ... ......... ......... .......... ......... ... ........ ...... ...... . .......... 04 QTA w DETAIL SHEET. WSP HDR-0/2 w B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. 0 Z. ... ....... . C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. -------------- .�:........... IE OUT ............ STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST TF ........................ ...................... 04 .................................................. .................... OF PLANE WIND LOAD. LLI C/) 0 0 CL U) z z 8. FULLY SHEATH WALL PRIOR TO INSTALLING SGD ASSEMBLY z 2x4-1/2 F_ F7 j ............... 9. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION', NOTE;1 SHEET ST-5. D 3 STUDS M 2 STUDS: z < Uj 5 .......... ............................................... LU F- LO QTA QTB x a CO z 20 C/) ww 0 IL L] G 0 z m M EQ LU 04 :3 0 Z w 0 LLJ (2)2x LO U] 0 0 I'_ Z 0 En 0 LU EJ U) O� - 0 LL z Q EJ .. ......... ........ . ....... 0 8-1/1 _j z ........................... F >. 0 z w z Z 0 WSP HOR-0/2 Fk EL LL D ......... ... . ..... .. ......... . LLI W M W LA. .2 STU LU 0 (0 —0 > Ld W 0 LLJ Ld W LL 0 En 0 Ld _j F- 0 (L Ld z 0: z 0 M rA _ 0 _j LL U) (L . Z Lj P W _j 133 z M 0 EL >. w 0 z L3 ....... ........... WSP HDR-0/2 En — W W ........... .............. ....................- a. < ED tn I Lu W U) F- ................ .......................................................-.............. ....................................... 3: C-4 LLI < 0 El ... ............ ................................. ........... ..................... _J 0 w T_ I Li ................ W F- 10 w b w Z < 10 < jxm �- �- xz L 2 Z Fn F- 1.- 01 3 STUDS F- LLI 3Y2.'X 9y2'.LSL-�l W 0 Z L, L 0 2 0 Z LL - 0 X C/) Z _j - 0 0 w a W 0 NOTE 4 ........... cma w IL I QTA LL C,4 w ................................... ............. ................ 0� LU Lj Z w z ED 0 W (3 W Z En 0 LU -NOTE 7A 2 STUDS co 0 0 0 - 1 0 z z z a W I. Cn 0 2 STUDS Uwj z In Ej U. D LL1 a� W X (3)2x8 w w z ow w QTG 0 < LU Ir a w 2 F- L3 M F_ Z z w W Z w w z z z co LL (L Ej 0 L9 W z 0 (D E9 Z L, Z I - -1/3 0 (2)2x8 W W 0. :3 Z (2)2x6-1/1 0 (2)2x4-1/1 Z z z w w w J1 - W5 ww < m �- .......... ................ ............ ............. .......... ............... 00 W W L9 I,_ w q x ........................ .................... ........... .......................... ........................ ............ LL 04 < Z Z w (2)24-1/2 W I Z P Z W z U EJ 0� 0 1 W Z rAN NOTE 4 < 0 w 2 STUDS 0 C) z 3:C� < F- -j �-M T. z 0 _j L3 EL U) 0 F- 0 0 LLj D QTA ow F- *NOTE** U_ SHEET NO.: U_ 3 Y2"x 14"PT GLULAM z 0 , S DECIALTY BEAM (3)14"LVL-2/3 OR WOLMANIZED PSL 0 co B ST-3 RE DUIRED AT REAR W/(3)1 Y4 L 2 STUDS U- Uj U) 00 PLANK-ORIENTED D OR 3Y21 x 9Y�"LSL PORCH QT13 STRUCTURAL HEADER 0 .............. FRAMING PLAN (2)2x8-=1/2 : JOB NO.: .......... 0 NOTE 4 6 STUDS 2 < RS4744 LU < 0 — SUBDIVISION: OTE 7A Atlantic Beach 24-1/1 NOTE 4 HUC210-2 Country Club 4x4 NO.2 SYP PT 5STUDS POST,(2)TOTAL ..................................................- ..................................................................... ........................ Co G2 Q C > LU QTO LOT NO.: .................... .................. CC) XXXXXXX F- u ...........G 0 co z z (2)-'2xlO____ : . 34 U (3)2xl 0-2/2 2 STUDS FLOOR PLAN: U, GARAGE DOOR DESIGN C/) QTG A10OX (OD .................................... WIND LOAD(PSF): 0 Wheaton-Custom (3)2x12-2/3 +21.81/-26.35 0 Z DESIGNED: JH/JML uj �_TRELLIS BY BUILDER REVIEWED: 2)2xl -1/2 F7 x (2)2x4 JPA F_ CL NOTE 1 0 z rG4'� < REVISIONS DATE L ��-6 .......... 2 STUDS u- uj 00 .......................... 0 .......................................... ........................................................... ........... .......... .............. --------- .......... .................................................... w QTB X a ......... z C0 (3)2x 12-2/3 GARAGE DOOR DESIGN i>> (2)2x10 WIND LOAD(PSF): ............ +21.81/-26.35 ce) LU .............. ................................................................................................................................................ NOTE4 0 U) z z U) .......... IL Ar (2)2x8-1/2 (2)2x8-1/2 'ILAIF ...............................................................--............. .......... .......... ..............................................- ........... ....... ..................................... ................... ................... .................. ..................................................................................................................................................................... . ............ -7 0 ............. ................... ....................... ........... ............... .............. .......................... ............ ......----- ..................... .................................................................. .............................................................. G2 5STUDS 2 2 STUDS w NEW U, U_ w < QTO QTA 00 U) >_ 0 �v L) 0 $A- �A S E 0..0 0 44. :, Z X: W if 11011 FIRST LEVEL STRUCTURAL FRAMING PLAN 1 /4 OFFICE COPY Q� x w L 0 J < P. QT ENGINEERING lmxxx 0 0 F. E :E F2S1 Q 0 0 7E2 STUDES QTA L-2/3 LSL x'774"LS [RSE 5 ESTUDS QTO TUD:S: VPEQTG 77K Cl) Uj 0 1Z- APEXI BEAM SCHED LE ROOF FMMING KEYNOTES BEAM NO. BEAM SIZE AND TYPE NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON B01 (3)16"LVL NOTE 2 FRAMING PLAN SHEAR PANEL TO SW DBL TOP PLT W1 1 Od 9 3"O.C. CD FLOOR DECK TO SHEAR PANEL W1 10d g 3"O.C. co B02 (4)16"LVL NOTE 3 2. TYPICAL BEARING BLOCK C) a) o BEARING BLOCK TO BE NO.2 SYP,MIN 4811 LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. B04 (2)16"LVL NOTE I o ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS _j BOTTOM CHORD W/(3)ROWS 1 Od @ 4"O.C.STAGGERED. LL 04 3. LEDGER FRAMING NOTES: LO B05 (2)16"LVL NOTE 1 o FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT T_: 04 EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00 24"O.C.SPACING) BEAM SCHEDULE_NOTES 0 ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 1. FASTEN EACH PLY W/(3)ROWS 10d @ 12"O.C.STAGGERED. LOCATIONS ON PLAN 2. FASTEN EACH PLY W1(3)ROWS 10d 9 6"O.C.STAGGERED. e SEE TABLE 3 ON SHEET ST-1/Sl FOR FASTENER 3. FASTEN PLIES W/(2)ROWS Y2"DIA.THR BOLT W/NUT AND PROTECTION AGAINST CORROSION 04 E CN WASHER @ 16"O.C.STAGGERED. PRO%IDE 2"EDGE DISTANCE. o IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK C4 LEDGERS SHALL BE SECURE TO WALL FRAMING WITH cr) LL WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT _j NOTE 6 TYPICAL ALL FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. LL C4 LOCATIONS;SCAB FULL C) 11i U') LENGTH OF TOP CHORD ROOF FRAMING LEDGER: _j IF ADEQUATE BACK _j 2x6....................(4)12d COMMON :t:! p J SPAN 1.5 NOLA ILABLE.......................................................................................... .......... ............................................................................................................................................................................................................. ........... ..............................- > ..................................................................................................................... ............................... --- ....................................................................................................................... .................................................................................................................... ................................................................................... .............................................................................. ......................................... ............................ ---- 2x8....................(6)12d COMMON ...................- - '111111111 _; . z 2xl 0..................(8)12d COMMON 0 2x1 2..................(10)12d COMMON On 0 CD 0 C/) Iq to LO (10 00 0') M co 1�4_ N31 Tr wt Illzr U-) LO LO LO U') (0 V') CN4 co co co co M co Cf) M In M co M M co co co co M M co co co co co M M M S§) FLOOR FRAMING LEDGER(WI NAILS): F_ F_ F- F_ F_ F_ F_ F- F_ 's PT 2x6................(3)16d COMMON < xx ----------------_---------- PT 2x8................(5)16d COMMON CNf PT 2x10..............(7)16d COMMON X .......... ........................ ... ..........- ............................ ............... ................... ........................... .................. ............. .......................... .............. . . ..... .................. ............... ........................... ............. .................................................. ........................ ............... ....................... .... ...... ................. ...... .......... .......... ............. ..... w ............................V p PT 2xl2..............(9)16d COMMON ............... ........ ............. ...................... ........ ........... ................ .........................:,. .............. .. ....... ............ .......... ........... .............. .......... .. ................................. FLOOR FRAMING LEDGER(WI SCREWS): 0 J12 ........................ ....................... ............... ......................... ................... ............. ......... .... ............... .............. t p -Y (2)H�ITS20 HT820 HTS2P PT 2x6................(3)Y4"x 4 2"LONG#14 WOOD SCREWS PT 2x8................(5)Y4"X 4-Y2"LONG#14 WOOD SCREWS ............ ....... .... .......................... ................. ........... ..................... F PT 2xl 0..............(7)Y411 X 4-Y2"LONG#14 WOOD SCREWS J13 .............. .............. ............... ................................. LONG#14 WOOD SCREWS - ------------ ............... ............ PT 2xl 2..............(9)Y4"X 4 2' . ........... ............ ................ ....................... ............. .......... .................... ........................................... .............................................. ................ ................................. ............................................... ............. ............................. ............ ........... 4. OVERFRAMING NOTES J14 ............... J20 ALL RAFTERS TO BE MIN.2x6 NO.2 SYP 24"O.C.MAX. < ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. RS"TO EACH TRUSS/RAFTER W/(3)16d z ............. J20 COMMONS MIN. .......................... ................ ..................... 8111,19 ..................... ............. .............................................. 0 ........................................ ......... EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT T39 HTU26 J20 CN (N -4 C\1 C* CONNECTOR. F ......................... ................... CN (0 U) ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. .......................... ............................... ...... ...... ......................... 0 CD Z) U) D :D Z) Z) FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO ..................................... ............................ D LO Z) x 0 J20: RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. > ..................... .1 11.1--.1 --j:�-t................ ................. .................................... . ..... ........... z 2 ........... CX== .......... ........... .......... CL 0 ...................... 0 z 119 HGUS412 a] 0 W LL Z RAFTER SPAN SCHEDULE B05 ............ .......................................... ......... ------------_----_-_- .......................... ................... ............ .............. j, O.C. 0 0 z U] 0 0 2x6 NO.2 SYP LEDGER, LUMBER SIZE ii (0 (0 (0 (0 HTS20 OR MSTA24 SEE NOTE 3. SPACING [L 0 W L6 2x6 2x8 2xl 0 2xl 2 F_ d W 0 W W w En w W LL. En TS20 _j 12" z Q EL W -3" -814 -611 141 181 21' 251 W ........... ............. .................... ................. 0 ................................................................. 0 w P W 1611 0 0 EL >. W _j 0 z 0 ............. ..................... 121-611 16-10" 181-911 221-111 Ul U) W W .............. ............... . ............................. .......... ............................... ....................................................... z ............. IL ef LLJ 00 24#v 00 Z < LL I I w 0 " 0 Ld C) LU co C0 co 10'-2" 17-11 164" 181-0#1 z < w -3 0 CD C) U_ z LIJ LIL U_ U_ U_ U_ 20 L.LA 5 D.L.#2 SYP (0 (D C) w IL W w 2x8 NO.2 SYP LEDGER Li M U, 0 w SEE NOTE 3.1 z CEILING JOIST SPAN SCHEDULE z z XI_- 0 Z W En w w Ll ........... 0.C. W z _x (D w LUMBER SIZE Uj w .......... ........... LL SPACING w a w F_ 0 :3 w w z W W HTS20 z 0 a to W z< [3 - 2x4 2X6 2x8 2xl 0 > Z >. LL CL 0 z 2x6 ....................... Uj ww F_........... 1211 111-101, 18'-8*1 241-711 261-011 F- ........... .............. ............. ................................................................. .................................................... W :3 AX .......... ................ ........... ....................... o 2x10 NO.2 SYP PT JOISTS 19 ................... ................ ................ ........... ................... ........................ ......................................................................................................... ................................ .............................................. ..................... ...... w - W 101 -911 1 16"O.C. 2x6 16-11 26-7 < 1611 21'-711 00 00 co Z a 4 L3 M 0 1 W Z ATTACH JOISTS TO LEDGERWI 0 w ............ 2411 91-3" 13A 1 171-71' 20'- owz � 1 0 LUS210 (2)HT$20 z 10 1-115 D.L.#2 SYP LEDGER, 0 TE 3. PER BUILDER 2xl2 NO.2 SYP PT RIP JOIST TO ESTABLISH SLOPE SEE 17111 .......... ....... ............ TO DOUBLE TOP PLATE W1(1)H2.5T .................... .............................. T40 4911 . . . . . . .................. ...... ....... 2x4 NO.2 SYP BLOCKING BETWEEN BUILDER IN ACCORDANCE WITH FRC R302.12. NOTES LUS26 OUTLOOKERS ALIGNED W/GABLE. 1. FLASHING&WATERPROOFING ARE 0 SIDE (2)HTS20 Z) FASTEN EACH BLOCK TO ROOF 6. 2x6x7'LONG NO.2 SYP SCABBED RAFTER TAILS PER TYPICAL OF STRUCTURAL ENGINEERS SCOPE ROOF FRAMING WALL SECTION,SHEET ST-5 ............. ........... ............. .......... .................... DECK AND DBL TOP PLATE W/8d BE DESIGNED&SUPPLIED BY BUILDER 1 2x6 NO.121 SYP L� GER, T40 LUS26 2. BUILDER TO SUBMIT SHOP DRAWINGS DF ��EE NOit 3. PLAN PROPOSED HANDRAIL CONSTRUCTION FOR 7. CONVENTIONAL FRAMING NOTES J B N C.')TRUCTI iT i i1q, i cr) ON SEE"OVERFRAMING NOTES"ON ROOF FRAMING PLAN FOR .......... .............. .......... .................................................. T40 APPROVAL BY EOR PRIOR TO CONS&INSPECTION. 1 i ifl- i U_ U_ U_ U_ BE RS4744 �LL SPAN CHARTS AND ADDITIONAL NOTES.SPAN CHARTS MAY LUS26 USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. < BO .............. ........ ............. ........... ............................ ............. ............. ............ ..................... ..... ... ........................................................ .................. ALL UNSPECIFIED RIDGES ARE CONSIDERED NON 5 Atlantic Beach HTS20 .................. STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE LL S Country Club H 'Wt '41- UPPORTING STUDS OR UPLIFT CONNECTORS. :D ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN LOT NO.: . .......... ........... .... .................. ................................... ............ ......................................... SUPPORTED RAFTERS. ............. FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RATER TO RAFTER 34 J1 z 6 WHERE APPLICABLE W/MIN(6)10d REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: FLOOR PLAN: Wheaton-Custom .......... J 17 2x6 RAFTERS (1)H2.5T TO TOP PLATE,(6)12d COMMON TOENAILS TO RIDGENALLEY. ...................... ................................ ................................ ..... ........................ . DESIGNED: Z 2X8 RAFTERS: (1)H2.5T TO TOP PLATE, (8)12d COMMON J, 1 .......... CN C�j 2x10 RAFTERS: (1)H2.5T TO TOP PLATE, (10)12d COMMON JH/JML 8 116" TOENAILS TO RIDGENALLEY. F- REVIEWED: ....................... 1211 X JPA ...................................... J18 2x JOIST: (3)1 Od COMMON TOENAILS TO TOP < REVISIONS DATE PLT/RAFTERS. TJI CLG.JOIST: (3)1 Od COMMON TOENAILS TO TOP 2xlO NO.2 SYP PT JOISTS MAX ........... .......... J17 PLATE/RAFTE 16"O.C. M o ATTACH JOISTS TO BEAM W/ LUS210 J16 RIP JOIST TO ESTABLISH SLOPE z ............................... ............................. ....... .... ............ ................... .......... PER BUILDER ......... ............ ............................... .......... ................ ........... ............... ........................................ ...................... ............. ............. :C) C) 0 0 CD C) U_ LL. L1_ LL. U_ w NOTES 1 FLASHING&WATERPROOFING ARE OUTSIDE < 432" LL. OF STRUCTURAL ENGINEERS SCOPE&SHALL z BE DESIGNED&SUPPLIED BY BUILDER U) A& 2. BUILDER TO SUBMIT SHOP DRAWINGS OF ......... ........ .................. ...................... .......... ....... ................... IL AF ........................ .......... ............. .......... ............. PROPOSED HANDRAIL CONSTRUCTION FOR ...................... .............. ............ .................. NOTE 6 TYPICAL ALL C\I N 04 N C\I 'IT Nr APPROVAL BY EOR PRIOR TO CONSTRUCTION LOCATIONS;SCAB FULL CD 0 0 C) C) (D CD C:) CD CD C) 0 C> C�l CD CD CD 0 &INSPECTION. LENGTH OF TOP CHORD w LL LL_ L1_ Lj_ LL LL_ U_ Li- LL. Lj_ LL U_ LL U_ LL LL 120 IF ADEQUATE BACK 0 U_ SPAN IS NOT AVAILABLE U_ (2)HTS20 TRUSS ENGINEERING NOTES: >_ ENGINEERING UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL (D TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING 0 co %'% Fk N .............................................. ... ...................... .............................. ...................... ............................ .................................... ...................................................... - - - - ----------------................. ................ .......................... ........................................................... ........... .......... ................................................... ..................... .............. ............................ ............. . ..................................... . ............. --------------- ............ TO THE TYPICAL WALL SECTION SHEET. E z ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING . ........................................................ .................................... ............ ........... ........ ............................. .................. ..... . . ..... ................ ............. .................................... .......... .............. .................. ............ ........... ........... ............. ............. ........................... ...................................................... .................. .......... 4770# DRAG LOAD APPLIED TO TRUSS T32D Uj 2135# DRAG LOAD APPLIED TO TRUSS T34D OFFICrwm" COPY F 1:3 A if 11011 w 2415# DRAG LOAD APPLIED TO TRUSS T35D FIRST LEVEL ROOF Frxp%MING PLAN 1 /4 CL -de re r es E P I�QT ENGINEERING E DE -0al 1144 _k t FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. Cn CO 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: C) A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM C*4 CHORD TO SW DBL TOP PLATE W/1 Od @ 3"O.C. N B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/1 Od @ 3"O.C. LL 0 4. PORCH BEAM FRAMING NOTES C14 LO A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. CINI NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 00 WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL.PORCH 0) BEAM TO STUDS W/MS24, HTS20,OR MSTA24. I E B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. C14 W PORCH BEAM TO TOP PLT W/MS24,MTS12,OR MSTA24. N M LL swi C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. U C\f PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR C) NOTE 9,6-8" PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24,MTS12,OR w MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24. ....................... ............ .......................... .......... > ........... D. BEAM ATTACHED TO EXISTING FRAMING z ............ ........... ...................................... ....................... ............................ U) ............ ............. ....................... .......... W/ 0 ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS U) SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. 1WSP HDR-0/2 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER < NOTE 4—\ •6x6 NO.2 SYP PT POST TYPICAL WALL SECTION SHEET. •POST TO POST BELOW CU -4 C' ..................... .................................................... ....................... ................... ... ... ....................... ................. ............. W/(2)CS1 8 6. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED ..................... ........................... ........... .............. .................... ......... .. ........ ........ ..... ......... ........ ....... ....... ......... ......... ............................... .......................... ................................................. .......................................................................... ............. .................................... AT THIS SECTION ONLY w 7 0 3Y2"x 9 Y2"LSL f S7P 7. PLANK ORIENTED HEADER FRAMING D A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 U) U) NOTE7A (2)2x4-1/2 EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON 2 MS�4 N07 DETAIL SHEET. B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH ................... ................... .......................................... .......... 0 HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. JT STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE 01 OF PLANE WIND LOAD. < a. z 8. FULLY SHEATH WALL PRIOR TO INSTALLING SGD ASSEMBLY 0 3 Y2"x 9 Y4" S L-2/3 9. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION F ..................... .......................................... ..................... SHEET ST-5. ............. ..................... ................. 3Y2"x 9 Y2"LSL 2 STUDS U)- Ly LO x 0 Z 2 (3 W - 0 QTB W Z5 11 ir 0 z 40 U3 0 W LL Z w 0 q 0 r) -i En 0 In w v LL 2 MSTA24 (2)2x6-1/2 U3 0 0 Z (3 zwj =! � -Jzzo :) W LL ai W W Ll 0 > W LU 0 u) in w 0 w w -i NOTE 4 ir STUDS W Z L - 0 T�O z P W _j a] it 0 0. >- W Ul (n — W W 13 ��NOTE 7A STUDS W/ N, z U) a. w I w w 0 Ln 2 STUDS . ....... E3 .................. ............................. . ......... LU I.- En 13 w w CO 04 CS18 D 0 Z < 1 0 M z zw < L'. 3Y2"x 11 X"LSL 1- 0 a- 0 Z L,. (L a 1 1 13 QTG C/) w F_ Z 0 NOTE 4 U) I-- Z L. 0 X _j LJ wl w w IL I ........................ .......... ix w L3 z z w w w 0 w ... ......... ED D W 0 1 .............................. . ...... .........................- 0 1 0 z ........... z Z X ........................ ........................................................................................................ ............ LL ........................... ................................................. w LU z w — z 2 STUDS�6L U) Z Z w Lj IL z 08 2 STUDS u- ui wM < MwxFQO3 � ww - z 00 z z ir ow (2)2x6-1/2 0 L9 L9 Z >. LL W W Z 7 1 F- (2)CS18 0 QTG F- Z 3: z Z w M Z w w LLJ W W 0 0 W E9 jr W 0 ........... z I a w M z > I Z r- he Z w F- w F w Z Z 0 0 w 1 0 _j z z ...................... .................. .......................................................... .............. ... ........ ... C4 I W 0 M L3 L3 ............. OF 0 LL 0 FT2)2x4 SHEET NO.: z -1/2 3Y2"x 11 X"LSL; z Cl) 0 NOTE 1 ST-4 co 2STUDS LL LU < On STRUCTURAL ............................. ........................ 0 w CS18 0 ......................................... 13- FRAMING PLAN ........... 2 STUDS U_ w JOB NO.: 00 ............. 0 0 RS4744 .................................... QTB WSP HDR-0/2 SUBDIVISION: ................... 0 Atlantic Beach U_ Country Club LOT NO.: WSP HD77R7-07/2 ] WSP HDR-0/2 U) 3X"x 11 A"LSL 34 z ..........-...................... T.C'n't-t-, xxxxxx ................. .......... ................ ....................................... ............................................................................................... ............. .......... ............... ........................ x --------------------- ........................ .............. .......................... 6x6 NO.2 SYP PT POST b FLOOR PLAN: �FITE 4 POST TO CORNER STUDS 0 Wheaton-Custom BELOW W/(2)CS1 8 0 Z DESIGNED: C) JH/JML LLI REVIEWED: X w JPA CL < REVISIONS DATE 0 LU z i>> 0 w z Alk :D 16L Aw ML AF INLAW 0 STRUCTURAL NGINEERING (D 0 _j 0 z 0 S E w I 1 11011 0 A 1 /4 OFFICE COPY Uj F'%I-%L F RAMING PLAN SECOND LEVEL STRUCTU x LLJ rnesK,�P? < �'i P. oep�N4 NG C)IN E E S R .,I 100 -/# E L CTS], F—ws rnes( p 0 QT ENGINEERING c . �, % 4- L_ ;J- I /- , ,0-11_ ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. -PRE-MAUNFACTURED SHEAR PANEL * INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN : SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. (n FLOOR DECK TO SHEAR PANEL W1 10d @ 3"O.C. I M 2. TYPICAL BEARING BLOCK C) N e BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH a) N DIMENSION OF TRUSS MEMBER. (y) 9 ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS _j BOTTOM CHORD Wt(3)ROWS 10d @ 4"O.C.STAGGERED. 0 LL 0 - N 3. LEDGER FRAMING NOTES: LO -a * FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT V_� C: 04 co I EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00 0 24"O.C.SPACING) . U) * ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 8 0) 0) LOCATIONS ON PLAN I C: 9 SEE TABLE 3 ON SHEET ST-l/Sl FOR FASTENER 11T .- PROTECTION AGAINST CORROSION N E C4 0 a q :: I e IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK 04 I : : : :: : : : : :! M : I : : :: UL_ : . : : .: LEDGERS SHALL BE SECURE TO WALL FRAMING WITH � : ! .. �_. : - - . � - -'------'-L_-__.______--__11_1-1 1. --- _ _-1.-___._ -11---I- -1 . _.___.__-_1_---l- ! - � - -- �- .-� �I-,_'. --_____I--------- 11 --- I_--- I-1-1--- ------1 : 20 WOOD SCREWS AS INDICATED ABOVE. 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I :: i : : : . ! :: I: !: .. . . :i . . : : : : ,: :: :: . . p: : : I . f . . � . I .� ::� I . i : . . i :: � : : JOB NO.: � ; i :: � . I �: . * SEE"OVERFRAMING NOTES"ON ROOF FRAMING PLAN FOR 0 .j i :: 1: . :E 1� .! . ; : I � / : ,� : . : :! i ,: . : .. : : : . . . I :� . z� : � . :; / T04 � . I I� � :i ; : : : : !; . 7, .I :; ... -...�.......I...�..................- ........., : -----"-'-------------L ---��:-:]-_::-_:L�.'-�:::-.-:.-,� . : : ...;............-.....�..............�.........I .: 1!... . - - - - :I .; ,�[ i : . I : :: I :i',�'�-�,�'.'.'=_-*` ._....\ I I : : SPAN CHARTS AND ADDITIONAL NOTES.SPAN CHARTS MAY BE () : : . i: .. ...._. ....-1.1....................I........-........ :! : I . .............................�............................._.................................�........�..........�....��...........................................�...........................-111........L.......�.....----------------"--------.-_'-................= :� i : i 02: i i i H; __�......:,-*-*,--,-*_"'�___*_,-_7."_7_____--_,-Z.___,:,='_'_"' __,_,___,_._"=_:,�'_*.......=*______.__.______ __.......--,___1-------_____-----_------__- - ____ _________ - .1 � ; ; I . : :1 ! --- �TL......*L",-....L..........................................'L......L............L*.....�....r I � ! 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H H Pi I I I :p :; ,1 1 : : � : 1� i i :T : . � j �1 : : 0 ) _-) I : : :� : �1 :: 1 1 � 1! : I; : REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: : I �! . I : ; - . . , :: ,� I . . : . :, :t : �: : : : : ) " � : �: : ii :! ii ! � .; >_ . :......i......... I H h : 1! . : H . : I'V-1 : : : : -11.1.I..... . i : . : ,: . �:: : : : �F,___ : :� !: :i : ....1 -f ....,; . 1: I : I� .� . : . : i! i! i i !i j .I . i ,: i : : I . : , ; 1 j FLOOR PLAN: i : � f: , �� I i i j 1 j . . �: ,�, . :: I : : : Jol: i I :i !i i I I i : : 1 i , !i : � : : �, :: J05 : : (9 : ;-, , :� 1 : : : I . , ; ,t .o ; : : : 'i� .: L . , � , �! ,: �; . : : RAFTERS : : : : i : : : , N , �_ -lk�,, � 'L� '. . � 1� ?Ir _--l-- �'A, -11- - L ---___11j______ - .. , � ,. - �: : � v . " I :. .,. t; j � -i " 11 "'. u I .,4,,-1.�- --fil __ - - ___ � -1 : 11 , -- I -I L 11"",L' L L - ' ----� . �i - ___ __�! �i �', - ,. : : : .� - - -� -- - --- -------T-- - . I :: '. .T.-I ,-i � : I .......... 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F- REVIEWED: : f FULL LENGTH OF TOP CHORD IF I x : ; � : CEILING JOISTS w JPA ! � : ; I ADEQUATE BACK SPAN IS NOT AVAILABLE � I : : .........�.......-...........1 1'6"....L..............................- .--- - - 1..._� 2x JOIST: (3)1 Od COMMON TOENAILS TO TOP : ..,.-;......�.......�..............................�..............�................�....�...............................................L..............L..............�............................__........-...__........................�....................�.....- CL I .....-...........I..........................I..............................�........Lill - - ____-_ --- . ...... - .-- 33l3................�................�.......... -- ---- -- - - ..-- -- - - - - - -.. --....---..-..----..---- ------ ---..-- : PLT/RAFTERS. < REVISIONS DATE - . . : . TJI CLG.JOIST:(3)10d COMMON TOENAILS TO TOP : : . ; L � i : _...............................L...L- - - --- - - - --.....'' ".- - -"'L...................................- , * .........................L",,........L......L......................* ,* , -,-- ....-.1-1.......569"----L-L................L'L L..................-........L- .. -- .. - . ...........................L..................................L....L........L....................L..................................L........L.................................L............. -*_1_1 .......L...I I _q I PLATE/RAFTERS. I _-) >_ - - I 100 ____ I � I I:) w I It z . r, L � . �: I L 0 � w� � I - A- 2 TRUSS EWINEERING NOTES: < z I ii CD 14M " -) q& dW I& " vw" e UNLESS S�ECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 0 14w Am J� TRUSS TOTOP PLATE CONNECTIONS SHALL BE ACCORDING �= "I% L �_ ff ....., TO THE T ICAL WALL SECTION SHEET. 0 Mtn.�!! !� .!111111 11"I . 9 ALL EXTE OR WALLS ARE HELD BACK 1/2" FOR SHEATHING U_ - .---.-.--.--.-.------- - I < I I (0 I I >_ ENGINEERING 0 - L I . ! 0 * ., �L� _j %� ,_0 144r ,11. 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TRUSS OR RAFTER TO 2x NO.2 SYP BLOCKING TO FIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE QT CONTINUOUS FROM 2ND TIGHT BETWEEN TRUSSES, (3)10d (2)MS24/MSTA24 OR -S TOP PLATE W1 H4A OR -NAILS @ EACH END LEVEL DBL TOP PLT 0 S AB QTA TO HEADER COMMONTOE 1 . PLACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QTIS SHOULD N TLOK06, UNO ON ROOF BELOW dh FRAMING PLAN SHEATHING TO BE CONTINUOUS TO HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS BLOCKING, %"BETWEEN TOP OF Rill WOOD PANEL AND CENTER OF LOCATED DIRECTLY OVER STUD COLUMN. FASTENERS 2. PLACE QT's WITHIN 3" OF BEARING WALL END STUDS. TRUSS OR RAFTE TO TOP PLATE W/HA4 3. PLACE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT CY) OR TLOK06, UNO N ROOF FRAMING PLAN ... ......... ........ ......... MINIMAL UPLIFT WALLS EXTERIOR WALLS:QTA MAX 8FT O.C. FOR TRUSS 2x6 x 7'LONG NO.2 SYP 4. PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. SPANS OF 20 FEET OR L ESS.QTA @ MAX 48"O.C. OVERHANG RAFTER CY) SCABBED TO TRUSS TOP 2x6 x 6'LONG NO.2 SYP FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.0 5. QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED ON PLAN.SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 1 Od @ OVERHANG RAFTER I TYPICAL TYPICAL TYPICAL 0 ILL 6"O.C.,STAGGERED;U.NO. SCABBED TO TRUSS TOP I I IsPACING UNO SPAC 0 ON SHEET STA FOR TY ICAL INSTALLATION. HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @III" t ING UNO SPACING UNOI 11 04 CHORD w/MIN(16)1 Od LO IN 11-: CA PLAN,SEE TABL E 6:QUICK TIE CONNECTORS ON IN 00 TERIOR WALI-3o: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 SHEET STA FOR TYPICAL INSTALLATION TRUSS OR RAFTER TO TOP EMBEDMENT TYPICAL QTA @ MAX STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W/HA4 OR TLOK06,UNO ijil 48"O.C., MIN(1)PER SHEARWALL WALL STUD SP ING,. ROOF BEARING ONLY. ON ROOF FRAMING PLAN ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS (QTA REQUIRED FOR 'q Sw Sw ROOF LOAD BEARING ALT. WALL SECTION AT ROOF N WALL SECTION AT ROOF 1 . GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES WALLS ONLY) Cq STANDARD HEEL CONDITION RAISED HEEL CONDITION co U_ ECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8: _j C\[ (THIS S SPECIFIED SHEARWALLS, SHEET ST-1 U_ C:) Ld IUD 2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY STUD SPACING PER I 1V P TABLE 3:MAXIMUM BE EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD z W EXTERIOR WALL STUD FASTEN B0170M PLATE TO GABLE 0 TRUSS W/10d COMMON @ 6"O.C., UNO. CABLE CONTINUOUS SPACING. ROOF AND AT APPROXIMATE MIDSPAN WITH A Y2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT U) FROM 2ND LEVEL FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. 0 DBL TOP PLT TO INTERIOR WALLI QTA @ MAX 48"O.C. U.N.0 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE SLAB ON PLAN ��-\T\77777"T=77 C14 a/ 7 7 7 7 7 77,17 7 7 7 7 7 7 7 SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER 0 TABLE 8: SPECIFIED SHEARWALLS, SHEET ST-1 . TYPICAL: BOTTOM PLATE 0 TO RIBBON BOARD W1 1 Od FLOOR TRUSS 2ND FLOOR END O.C. COMMON @ 6 BY OTHERS GABLE FLOOR STUDS TO 1ST ....... ....... ....... .... --- ......... F TRUSS BY OTHERS HEADER TO TOP PLATE FLOOR HEADER W1 NT CONTINUOUS 2x4 CONNECTION PER HEADER (2)MS36/(2)CS18 RIBBON BOARD FRAMING NOTE 3 ON ST-1. WITH(9)10d EACH 0 2x4 NO.2 SYP DIAGONAL BRACE @ 4811 - I END OR QTA O.C. DIAGONAL BRACE TO FLOOR --- I I NOTE 3 0 :> NOTE 1 &2 1111 TYP"ICAL TRUSS OR DBL TOP PLATE Wt(3)1 Od H M H WOOD --LOOR TRUSS BY OTHERS ING UNO COMMON TOE-NAILS AT EACH END. _I I ISPAC TYPICAL QTA @ MAX < 48"O.C., MIN(1)PER FASTEN GABLE TRUSS TO DBL TOP z SHEARWALL PLATE W/8d COMMON @ 6"O.C., UNO (QTA REQUIREDFOR 0 ROOFLOAD Sw Lill I I I BEARING WALLS 0 VIALL SECTION AT FLOOR ...... ....... ......... .......... .......... ......... ... ALT. WALL SECTION AT FLOOR . ..... ONLY) PERPENDICULAR FLOOR TRUSS CONDITION LO PARALLEL FLOOR TRUSS CONDITION IF REQUIRED QT It X0 < C) (THIS ECTION IS TYPICAL FOR TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER DDITIONAL STUDS Ill- Uj Z C] EL L3 0 4 :) a] z U, THAN OPENING REQ. IF QTO,SEE 0 LU 'IL WIDTH, PRESERVE TABLE 6:QUICK TIE LL 0 lowNei- 0 wo 0 0 z Z L3 C, Ej Ir TYPIM ALI JP LIFT QT SPACING AND Do ANCHORS,SHEET 0 U, 2 w 3 -BOTTOM PLATE >. , _I CABLE NOT INSTALL QT ANCHORS @ 24" STA ' a zw. j. � Tjz, 6E EACH SIDE OF O.C. MAX d Mw >' Q � wiw- 02 . � C, GABLE END TRUSS OPENING(U.N.O.ON z wo w, I, w w j a L, T a M (n 0 M �- M �- >. w z �_ 0 PLAN) 2101 � 6WF- w' �J, M 962 w il w III - w wtfl � TYPICAL BOTTOM PLATE ANCHOR @ MAX w 1 0 11 6 M TLOK06 @ 32"O.C. Z < w 0 z Z ,< LL 48"O.C. EXCE DT AT SHEAR WALLS. SEE F- I 1<1 -,j CML 0. w -3 0 Z 0 Z LL Q TABLE 8:,SHEET ST-1. (8"EMBED INTO I-_ z W LL 0 X wa- im 0 W STUD SPACING PER WM w STEMWALL,6' EMBED INTO CONCRETE CORNER INSTALLATION w26wwzw0 < 2w EXCEPT AT HOLD-DOWNS.SEE TABLE 7: TABLE 3:MAXIMUM z EXTERIOR WALL STUD (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90*&45'CORNERS) SPACING.ROOF AND LL1 MWMWZ _�< < Wq < MU] LZ TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR w w < M W IP09Pz6ww . 2x WOOD STUD WALL IL FLOOR BEARING. 1. (1)QUICK-TIE ALLOWED @ CORNERS OF TYPICAL WALLS W/ z w W M Z � j Z z< 0 0 M < w (2)2x TOP PLATE OVERLAPPING PLATES. SHEARWALL OVER HEADER SHEARWALL 0 2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP Z z 0 QUICK TIE TO FOUNDATION w < �\�\<K Uj W j 4 -d PLATE OVERLAPS THE LOWER TOP PLATE. mill , WO ww < m �- a w wm �- � M � g 0 - 3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE TYPICAL UPLIFT ANCHOR INSTALLATION FOR < Z >- Z I < L3 �- I Z P I.- v :) Z w X, EACH SIDE OF CORNER Z EJ < El Ex U I w w Z < \, \x SECOND FLOOR WALLS AND SHEARWALLS ow 0.: ADDITIONAL 11 1-- z 3:Eq I W < 0 173 �- z 00 1\ x A L 0 \ ANCHORS PER _j NOTES HEADER FRAMING U_ SHEET NO.: 1. EACH SILL PLATE SEGMEN"'SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL NOTE 4 ON ST-1. z ANCHORS WITHIN 12"OF E,kCH END OF SEGMENT(BUTT JOINTS). QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION 0 ST-5 2. ACCEPTABLE BOTTOM PLA TE ANCHORS INCLUDE QUICK TIE CONNECTOR OR 1/2"DIA.THREADED ROD < IN POWERS AC100 TEAL 0 GOLD EPDXY ANCHORING,OR SIMPSON Y2"DIA.x 6"LONG TITEN HD INSTALLATION AT GABLE WALL w TYPICAL WALL SCREW ANCHOR. SCREW- ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS %, 0 MUST BE USED IN STEM L FOUNDATIONS. NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT G_ SECTION 3. SEE TABLE 6 FOR MINIMU QUICK TIE CONNECTOR EDGE DISTANCES.MIN 1 %"OTHERWISE. FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE 7/8"DIA HOLE 7/8"DIA HOLE 7/8"DIA HOLE 1"DIA HOLE EPDXY OVERSPILL 8 CENTERED 3/8"HEX NUT CENTERED HEX NUT CENTERED 1/-,"HEX NUT CENTERED 5/8"HEX NUT QUICK TIE 0 JOB NO.: QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. IN TOP PLATE -2"x 2"x YFF STEEL WASHER IN TOP PLATE 2 Y4"x 2 Y4"x Y8"STEEL IN TOP PLATE -311 x 3"x 3% STEEL IN TOP PLATE -311 x 3"x STEEL I P.T.2x BOTTOM PLATE RS4744 WAI E'SECTION AT FOUNDATION WASHER //71WASHER ///-,WASHER,, MIN EDGE DISTANCE < (THIS SECT ON IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE P PLATE SUBDIVISION: 0 Atlantic Beach INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL 1%"DIA 13/4"DIA EXTERIOR EDGE--//P-LAN VIEW U j I OF CONCRETE - Country Club TYPICALWALL SECTIONS (5)1 Od TO PLAN VIEW V HEX NUT PLAN VIEW WASHER PLAN VIEW WASHER PLAN VIEW HEX NUT W/13/4"DIA < LOT NO.: 3/V HEX NUT Y2" HEX NUT W/1 V DIA TOP PLATE 7/8"DIA HOLE 7/8"DIA HOLE 8 HOLE WASHER I"DIA HOLE "WASHER QUICK TIE C) CENTERED 2"x 2"x Y8"STEEL WASHER CENTERED Y4"x 2 Y4"x Y8"STEEL CENTERED /_3"x 3"x 3/16"STEEL CENTERED 3"x 3"x N16"STEEL 8 EPDXY OVERSPILL z 34 IN TOP PLATE IN TOP PLATE HER IN TOP PLATE WASHER IN TOP PLATE WASHER DIA HOLE IN P.T.2x BOTTOM PLATE >_ LS 18 STRAP FLOOR PLAN: FASTEN BOTTOM PLATE TO BEAM(OR 1 (2)2x TOP PLATE /-t-(2)2x TOP PLATE (2)2x TOP PLATE Y+-(2)2x TOP PLATE BOTTOM PLATE 1 0 Wheaton-Custom GIRDER)W/1 Od COMMON @ 6"O.C.,UNO. (5)1 Od TO 'VI STUD I WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL EMBEDMENT Z DESIGNED: PANEL SHEATHING REQUIREMETNS ON SHEET STA FOR EXTERIOR 3,,QUICK TIE '01� 6 WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF 100000 �41 61'Q 5/8"QUICK TIE STEEL SWEDGE C) JH/JML SHEATHING FOR INTERIOR WALLS. V QUICK TIE Y811 QUICK TIE V QUICK UICK TIE Y2"QUICK TIE Y411 QUICK TIE DGE V16"QUICK TIE w STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWE qABLE TO F- REVIEWED: ALTERNATE STRAPPING METHOD FOR WALL TO BEAM,HEADER OR FOUNDATION FOUNDATION FOUNDATION A)UNDATION CONCRETE x GIRDER FOUNDATION w JPA MIN 2500 psi CL TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA81TSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION < REVISIONS DATE TO BEAM/GIRDER BELOW WITH MS36(OR CS18) W/(1 8)1 Od COMMON @ 32"O.C. 1 QTA(118")-TOP PLATE CONNECTION 2 QTB(3116m) TOP PLATE CONNECTION 3 QTG(1/41 TOP PLATE CONNECTION 4 OTO(5116*1 TOP P CONNECTION 5 QTA(11181 BOTTOM PLATE CONNECTION KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO T > BEAM/GIRDER BELOW WITH MS36(OR CS1 8)WITH -EPDXY OVERSPILL --EPDXY OVERSPiLL 3 EPDXY OVERSPILL (18)1 Od COMMON. STUD TO TOP PLATE CONNECTION _HQUICK TIE P.T.2x BOTTOM PLATE 5/16"QUICK TIE---,,,,, P.T.2x BOTTOM PLATE LU 3 SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP 16 P.T.2x BOTTOM PLATE Y4"QUICK TIE 1-\ I SIDE VIEW FRONT VIEW FRONT VIEW z BELOWWITH(2)MS36(OR CS18)WITH(18)10d COMMON PLATE CONNECTIONS AT THE END OF SHEARWALLS AS MIN EDGE DISTANCE MIN EDGE DISTANCE MIN EDGE DISTANCE TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED 3: EACH. 0 NOTES: WELL AS AN ALTERNATE STUD TO TOP PLATE Cf) C14 LU 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN I q q 2 WOOD FLOOR 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6. k-r- 4' 1 00 TRUSSES BY EXTERIOR EDGE-Z PLAN VIEW EXTERIOR EDGE---//* EXTERIOR EDGE`// < OTHERS WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. MIEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE OF CONCRETE OF CONCRETE PLAN VIEW OF CONCRETE PLAN VIEW z 3. EXCEPTION: SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE U) :D Isk Ar EACH SIDE OF OPENING. AS THE LS18. 5/16"QUICK TIE %L AF I-"QUICK TIE Y4"QUICK TIE PDXY OVERSPILL 0 'w" S16 EPDXY OVERSPILL 200 1-- A ECOND FLOOR TO BEAM OR HEADER CONNECTION 'I'DIA HOLE EPDXY OVERSPILL 3/4"DIA HOLE IN P.T.2x BOTTOM PLATE 2 IN P.T.2x BOTTOM PLATE 9/16"DIA HOLE IN P.T.2x BOTTOM PLATE BOTTOM PLATE 7�V,wvvvvvvvi 1-1/2N 1-- BOTTOM PLA E BOTTOM PLATE--\ v 71 7 9 9 v 9 v v 9 1 OR 0 14JOUR FIRE RATED ASSEMBLIES: it T V�V�vl v v OR UL TYPICAL WALL SECTION NOI ES: GREATER 114- GREATER < 1. ALL TOP PLATES ARE TC BE BUILT WITH(2)2x NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C.STAGGERED FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER QUICK TIE 12"QUICK TIE AND ARE UNDER THE ENFORCEMENT OF THE BUILDING OFFICIAL. 21'QUICK TIE EMBEDMENT -EMBEDMENT STEEL SWEDGE EMBEDMENT U) (UNO). MINIMUM 48"LAP W/MINIMUM(20)10d I-N LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 8 . = 0// STRUCTURAL 2. 1 ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1 Y2"NAIL STEEL SWEDGE STEEL SWEDGE 0 (0 ENGINEERING CAL. PENETRATION INTO FRAMING SUPPORTS @ MAX 24"O.C. r 3. FLOOR-TO-FLOOR UPLIF'r CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPI 0 METAL CONNECTORS AT GIRDERS AND SHEAR WALLS USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE 4. SEE PLAN FOR ADDITIOIS AL NON-TYPICAL CONCRETE TLOK06 TLOK06 0 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK MATERIALS PER SPECIFIED INSTALLATION DETAIL CONCRETE CONCRETE FOUNDATION TLOK06 _j R N E WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE 0 S�% OA FOUNDATION FOUNDATION MIN 2500 psi Z PROTECTION AND WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE Q. MIN 2500 psi MIN 2500 psi M E ELEVATION ELEVATION TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL ELEVATION TLOK06 TRUSS TO DOUBLE FOR"TYPICAL WALL"FRAMING APPLICATIONS.AT"SWWALL,OSB OR LU Z PLYWOOD MUST BE INSTALLED TO INTERIOR OR EXTERIOR FACE OF QT113(3/16m) BOTTOM PLATE CONNECTION 7 QTG(114N) BOTTOM PLATE CONNECTION 8 OTO W116") BOTTOM PLATE CONNECTION TOP PLATE CONNECTIOIJ w 6 FFICE COPY SPECIFIED WALL PRIOR TO FIRE PROTECTION. I I I I "I i. LAJ" Jeffr ison, Fktli�- < IN T, A QUICK TIE CONNECTION DETAILS 58K,�. QT ENGINEERING (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO 16"MAX OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT 2x NO 2 SYP NAILER FASTENED 7 Y4"MAX APPROXIMATE 450 ANGLE TO NO LESS THAN(3)TRUSSES. TO DOUBLE TOP PLATE Wt,2d 2x4 NO.2 SYP CATS @ 12"O.C. KING AND JACK STUDS 11 11 11 11 COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO PER ENGINEERING CONTINUOUS LATERAL RESTRAINT ADJACENT TRUSS W/(1)R W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS (CLR). QUANTITY AND LOCATION OF 12d COMMON @ 3"C i.C. ADJACENT TRUSS W/(3)10d W/1 Od COMMON @ 3"O.C. GARAGE DOOR BUCK/JAMB NAILED DEFINED BY TRUSS SHOP DRAWING. Cn COMMON TOE-NAILS. TO STUDS W/(2)16d COMMON OR co 12d CC NAILS @ 16"O.C. TRUSS BOTTOM CHC RD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD IN WEATHER STRIPPING/STOP CIO 0 TO NAILER W/8d COMMON @ 3" _j 7/16"OSB SHEATHING FASTENED FASTEN TOP PLATE TO EA'H FASTEN TOP PLATE TO EACH O.C.AND TO DOUBLE TOP PLATE GARAGE DOOR APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE 0 LL OTHER WITH(2)ROWS OF(4)1 Od 0 SIDE OF WEBS MADE OF MORE THAN ONE PIECE, 0 OTHER WITH(2)ROWS OF(4)' Od W/8d COMMON @ 3"O.C. ------- -7 DO SO WITH OVERLAPPING BRACES 04 -a COMMON BETWEEN EACH ST JD COMMON BETWEEN EACH STUD LIKE THIS(TYP EVERYWHERE LO FASTEN TOP PLATE TO EACH 7 OTHER WITH(2)ROWS OF(4)1 Od 00 7/16"OSI3 ATTACHED TO ST S Xir."OSB ATTACHED TO STUDS /1"Ird COMMON BETWEEN EACH STUD 9;= 4 C i.3" WITH MINIMUM 8d COMMON @ 3" 0 WITH MINIMUM 8d COMMON C O.C.ON EDGE, 12"O.C. IN FIELD. 7/16"OSB ATTACHED TO STUDS 2X6 SYP GOAL POST ATTACHED 0) O.C.ON EDGE, 12"O.C. IN FIE_D. WITH MINIMUM 8d COMMON @ 3" TO STUDS W/(2)ROWS OF 3-y2" NOTE: I OPTION 1 OPTION 2 O.C.ON EDGE, 12"O.C. IN FIELD. OPTION 3 GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR IT GOAL POST ATTACHMENT,THE GARAGE TRUSSES NEEDING BRACING CN E DOOR SUPPLIER MAY SPECIFY A FASTENING C14 04 INTERIOR SHEARWALL DETAIL GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK CIO LL 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL,FASTEN TRUSS PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, U i CNI BOTTOM CHORD TO DOUBLE TOP PLATE WITH 1 Od AT 4"O.C. SPECIFICATIONS THROUGH THE GOAL POST. LATERAL BRACING - MULTIPLE TRUSSES C) 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). Ld wo LO THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY _j _j a) ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. GARAGE DOOR JAMB DETAIL CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. > 7t:! 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS z 0 :3 NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0 U) 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). U) 5. DESIGNED PER BCSI-133,2007. Cn -2 M -16"MAX a6'MAX -16"MAX CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE 0 WEB MEMBER SPECIFIED ALTERNATE BRACIN� SIZE CLR TORL SCAB 2X4 1 ROW 2X4 (1)2x4 QTB OR DTT2Z 2x4 2 ROWS 2x6 (2)2x4* 0 T-BRACE FASTENED TO 2x6 1 ROW 2x4 (1)2x6 WEB W/10d AT 6"O.C. x 2 ROWS 2x6 (2)2x4- NO 2 SYP DOUBLE 2x8 1 ROW 2x6 (1)2x8 < TOP PLATE 2x8 2 ROWS 2x6 (2)2x6* -BRACE FASTENED TO L 0 (2)MSTA36/MS36 TO INSIDE JACK AND KING STUDS. SHEATH FRONT FACE WEB W/10d AT 6"O.C. OR OUTSIDE FACE OF WAIL SINGLE TRUSS BRACING 611 SEE PLAN FOR QUANTITIES. PLAN VIEW ONLY WITH 8d COMMON AT NO 2 SYP DOUBLE 3"ON EDGE, 12"IN FIELD. 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U) RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE LO TOP PLATE qt x 0 z 20 CORNER STUDS. SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. 1%_ W W M - 0 WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING,L-BRACING,OR L3 0 Z 0� a El U3 10� :1 0 W L, < Z 'IF(2)BRACES ARE LL 0 ri W 0 OPTIONAL QTB IN LIEU OF ABU OR SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATI N. 0 z - a _j L3 REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND Z 0 10 0 W 0 EO EACH JACK STUD To DTT2Z,CONTRACTOR TO VERIFY MIN M j6"MAX J6-MAX MAX a. 0 TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. z w j z z 0 HEADER WITH MSTA24. (2)VERTICAL#4 OR#5 REINFORCING ir j6 i- w w M < M 4 :3 W LL IMICTAI I 7—INSTALL DBL 2x BLOCKING 0 M > 0 11- 0 L3 W W 0 La W W LL U] IN FIRST TWO STUD SPACES. BARS EXTEND FROM FOOTING UP PERMANENT WEB BRACING z a a. w W _j 0 INTO CONCRETE CURB Wt OPTIONAL M I-- M III- >. w z 0 FASTEN SHEATHING TO U) 0 0 M IL Z QUICK TIE M WPWJMOZD BLOCKING WITH 8d COMMON (0 Z IL C) a. w Inu) _ ww It P < b wx ww WII- w DwII- 1: 1wo " rim w Z @ 3"O.C. Z II- wim iI- PMz 1 0 0 M w II- lozi,. 101 , 0 QTA, U.N.0. HOLD DOWN OPTION IN LIEU OF ABU66: Z Z LL - 0 X 0 IF ADDITIONAL UPLIFT 0 Lj M < 0: 9 NOTCH STUDS 18"MAX FROM BOTTOM M w IL I a 0 W w ANCHOR IS INSTALLED M IX Ld EJ Z z PLATE(MAX(1)KING STUD SPECIFIED ON 0 < < 0w0ww M0 < 1w zz AS SHOWN, OMIT SPH SIMPSON ABU66 POST PLAN MAY BE NOTCHED) BASE. r w 0 w Z CONNECTION AT DOUBLE I 1 9 INSTALL ONE OF THE FOLLOWING HOLD w wwz x < wq < M L z TOP PLT 36"LONG SPF SCAB W/(20)10d TO wm < mwl �- Quom DOWNS: - I.- Z w w �l I I Z Z W w , M z zj II- z > CORNER STUD ONLY WHEN HOLD .0 DTT2Z W/12"LONG x Y2"0 DRILL AND 1 >- z40 - - jL300 < w0 < FASTEN STUDS TOGETHER DOWNS ARE SPECIFIED ON PLAN. 11 (D L_9Q0z >- Lwwa0 � zz2: _ 5/8"x 12"EMBED. DRILL AND ------ EPDXY ANCHOR Z z w0 < Mz - M< Mz � - 1- ,- I_ I < w/(1)ROW 10d @ 4"O.C. EPDXY ALL THREAD ANCHOR. ee QTB Uj w j I - wo III- CJ 2x SPF CORNER STUDS w 0 0 w 0 1.- . w L3 I M W < z >- z w M is a < LL z Y2"HOLD BACK OF FRAMING i.1_ II- 1zpI.._ v0zw w III- � Zu < - UM01 wnz < ONLY IF SPECIFIED ON ow M - < P _jF . 120 -1 ALTERNATE CORNER DETAIL z C14 ARCHITECTURAL DRAWINGS. �:Nlw < bmiI _ 00 0 QTA, U.N.0. 1 LL QTB OR DTT2Z z SHEET NO.: 0 ST-6 < x STRUCTURAL 0 DETAILS ELEVATION VIEW PLAN VIEW 0 JOB NO.: TOTAL NUMBER OF JACK SHEATH FRONT FACE RS4744 !THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL AND KING STUDS SHALL BE ONLY WITH 8d SUBDIVISION: AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR AS SPECIFIED ON PLAN. COMMON AT 3"ON 90-DEGREE CORNERS. EDGE, 12"IN FIELD 5 Atlantic Beach j GARAGE RETURN U_ Country Club G2 EACH JACK STUD TO CHANGE IN PLATE HEIGHT HEADER WITH MSTA24 7 LOT NO.: 3111� OPTIONAL QTB IN LIEU OF ABU OR 0 2x6 JACK/KING STUDS -4 1 DTT2Z,CONTRACTOR TO VERIFY MIN z 34 NAILED TOGETHER w/(2) (2)VERTICAL#4 OR#5 REINFORCING >_ ROWS 10d COMMON @ 8" BARS EXTEND FROM FOOTING UP 0 FLOOR PLAN: INTO CONCRETE CURB W/OPTIONAL 0 Wheaton-Custom O.C. STAGGERED. QUICK TIE —.HOLD DOWN OPTION Z DESIGNED: SIMPSON ABU66 POST IN LIEU OF ABU66: JH/JML *NOTCH STUDS 18"MAX BASE F A w FROM BOTTOM PLATE REVIEWED: 0 (MAX(1)KING STUD x 0 SPECIFIED ON PLAN MAY w JPA I iE-4 10 . BE NOTCHED) - < REVISIONS DATE ,r6TOP OF WALL ............ ............... Is INSTALL DTT2Z W/12" ....... ........... LONG x Y2"DIA DRILL AND EPDXY ANCHOR ROOF DECK z z > HEADER PER PLAN TRUSSES PARALLEL TO LL: ROOF TRUSS 04 C14 2X4 SPF(MIN) NAILER FASTE ED OR RAFTER w TO DBIL TOP PLT W/1 Od @ 3" C. z 2x4 SPF(MIN) TRUSSES PERPENDICULAR TO LL' BLOCKING 0 2X4 SPF(MIN)BLOC NG BETWEEN EACH w TRUSS. FASTEN TO TWEEN EACH TRUSS.FAS EN BE ELEVATION VIEW ILL %8"x 12"EMBED. DRILL TO DBL TOP PLT W1 Od @ 4" C. 0 %8"x 12"EMBED. DR BEAMw/10d@4 C. < AND EPDXY ALL AND EPDXY ALL z AM H THREAD ANCHOR THREAD ANCHOR U) V& AV qM Aw TRUSS TO BEAM W/ e6DOOR HEAD 0 GARAGE RETURN OR THICKER CDX HA4 OR TLOK06 AM G4 P: OR OSB FASTENED TO WHEIGHT NO 2.SYP PLANK ORIENTED PLANK HDR TO JACK TRUSSES, RAFTERS HEADER,SEE PLAN FOR STUDS W/(2)A35,TYP OR BLOCKING W/8d SIZE EACH SIDE OF HEADER 2x WALL Ff tAMING LL GE, PORCH BEAM COMMONS @ W ED < 12"FIELD. U) PORCH BEAM TO POST: STRUCTURAL WOOD STRUCTURAL (1)MSTA24 %�MNIIEfi%NG 0 R N E s SHEATHING POST TO SLAB: % 0 4 ABU POST BASE ANCHOR PLANK HEADER FRAMING ELEVATION OR DTT2Z 0 (UNLESS NOTED OTHERWISE) 5� C�, TYPICAL PORCH SHEATHING DETAIL THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE. OFFICE COPY 0- eQ,i�ip < QT ENGINEERING 4"CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8"CMU CHAIR BLOCK W/ 4"CONCRETE SLAB W/ TOP OF S_AB (1)#5 CONT. 6x6 W1.4 x W1.4 WWF OR Cn 1 FIBERMESH 0'-0"A.F.F. Z w SEE ARCH. X/ --------------- CK .4 7 DWGS. co 00 D 41 oL-------- 0 .4 `z- 04 7�,\\�/\, LC N /APOR BARRIER X/ N 717 _j #4 OF #5 VERT REINFORCING 0 LL UP' 0 3 COURSES: 72"O.C. 4 TO 5 COURSES: 48"O.C. VAPOR BARRIER U') -0 X 12"UNDER 1 STORY WALL 00 WITH(2)#4 OR(2#5 CONT U) 16"UNDER 2 STORY WALL ADDITIONAL#4 OR#5 IN WITH(3)#4 OR(2#5 CONT C\I FOOTING TO BEAR ON FIRM BRICK LEDGE N Q UNDISTURBED SOIL C14 4"OPT BRICK LEDGE 6 BEARING CURB ST-=P SECTION 4"CONCRETE SLAB W/ Cf) LL VERTICAL REINFORCEMENT NOTED ON FND PLAN 6x6 W1.4 x W1.4 WWF OR _j Cq TO H/VE 6"BEND AT BOTTOM FIBERMESH 6" U_ C) I L, Lj L0 CAST-IN.PLACE FOOTING SPEC & * _j -A — — — — _- _ _ . A I __ NO 4 OR NO 5 @18"O.C. 4"CONCRETE SLAB 1-STORY:8"x 16'W/(2)#4 OR(2#5 CONT 8"MIN s x x1// 1.4 W/9"BEND @ BOTTOM W/6x6 W1.4 x W 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT z 28"MAX WWF OR FIBERMESH 8"MIN 0 tp VARIE U) VAPOR BARRIER Cf) 12"MIN 28"MAX I*.*#MU STEMWALL SECTION w 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK \<Ax 2) X N N FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 \1 2"MIN cli COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 0 FOOTING TO BEAR ON MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 6"OPT. EXTENSION IN BRICK VAPOR BARRIER 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN w ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. F— 0 12"UNDER 1 STORY WALL 6"OPT. EXTENSION IN BRICK WITH(2#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 LOCATIONS ON FND PLAN BAR IN BRICK LEDGE 16"UNDER 2 STORY WALL 12"UNDER 1 STORY WALL WITH(3)#4 OR(2)#5 CONT WITH(2)#4 OR(2#5 CONT ADDITIONAL NO.4 OR NO.5 0 BAR IN BRICK LEDGE C) 16"UNDER 2 STORY WALL �e PAVERS BY SLOPE PER MONOLITHIC FOOTING SECTION WITH(3)#4 OR(2#5 CONT BUILDER BUILDER-wo.- 8"x8"CONCRETE IF GROUND ADJACENT TO FTG SLOPES DOWN STEM AND AWAY FROM STRUCTURE STEEPER THAN V-0"VERTICALLY PER 3'-0"HORIZONTALLY, GARAGE EXT WALL CURB SECTION z 77�77\5 CONTRACTOR HAS TWO CHOICES: 5 0 All, 0'-0"A.F.F. 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE F- �xAL (BEYOND) U-BLOCK W/ OF EOR TO PREVENT EROSION OF SOIL. 0) U) 4"FLOATING CONCRET E w (1)#5 CONT 2. USE STEMWALL FOOTING SLAB W/6x6 W1.4xW1 4 LO T -O.C. It x a NO.4 OR NO.5 BAR @ 24' W W z 1 [3 WWF OR FIBERMES I § 06. M < - 0 =00 W/6"BEND AT BOTTOM IL Lj 0 z En 1 0"xl 6"FTG W/(2) 40 Ul 0 W L, < Z j, 0 w v w 0 FINISH FOOTING TO BEAR ON FIRM U w NO.4 OR(2)NO.5 z Z U) GRADE UNDISTURBED SOIL En 0 D — EO 0 Ljj U EO W w 0. a z w Z w 0 4. W W \01\1 STEMWALL SECTION AT PAVERS > Ww 0 Ld W W L'. (n U1 w W -1 a [L W OX z 13 Mo. z P W U) _j M 0 IL >- W 0 z Ll En En - W W #4 C R#5 VERT N LU < W �- Ulow �- Iiwbulljm Z LL z < 10 < jMMI� - Mzw REINF DIRCING @ 0 M kX 72"O.C. U) < z �- z Lj LL — 0 X D a Ld w CL I M L) W M mwazowz w < in 0 W z < Uw0w �- 0 - 1 0z z X F 0 LL - , 0 W �- z < F- ww_ X0 \1 X/1\ W O� Ejz _x < Ljd < M LL W w z Z W Lj ow 2 5 z M Uj W FOOTING TO BEA R ON FIRM z W M .1 1.- z ADDITIONAL#4 OR#5 1 >- z< n _ _ jU00 < w , UNDISTURBED SOIL IN BRICK LEDGE E-3 a 0 Z >. W W M 0 W Z Z 1 !:! Z z Lu J1 W 0 W < VERT REINFORCEMENT TO Ld 0 LO W 0 �- 1 0: W U – 4"OPT BRICK LEDGE < z >, Z < U w 0� 0 < LL HAVE E I'BEND @ BOTTOM I Z p v 0 Z w w �- � NOTED ON FND PLAN Z L3 < U M 0 1 W C) Z < 0 w z < �_ _j 1 0 _j CAST-IN-PLAC E FOOTING SPECS 0 1-STORY:8"x 16"W/( #4 OR(2#5 CONT _j 2-STORY: 10"x 20"W/(3: #4 OR(2)#5 CONT U. SHEET NO.: z 0 ST-7 7 CM STEMWALL SECTION 1 SPECIAL CARE SHOULD BE EXERCIS I ED BY CONTRACTOR WHEN BACK STRUCTURAL FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF 0 OR FIBERMESH DETAILS COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 0 JOB NO.: 2 SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY -- -------- 4 'L) RS4744 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. < SUBDIVISION: d Atlantic Beach VAPOR BARRIER L.L Country Club 16 24" < :' LOT NO.: U (1) COURSE CMU BOND MAX (7) COURSES PER ARCHITECTURE z 34 BEARING WALL FOOTING SECTION >_ BEAM W/ (1)#4 OR#5 \1w (D FLOOR PLAN: CONTINUOUS 0 Wheaton-Custom 0 CMU BLOCK PIER, Z DESIGNED: MAX (5) COURSES X: JH/JML DRIVEWAY SL AS OR S 8" CMU SCREEN WALL 0 20" WIDE x 12" DEEP PAVERS,SEE ARCH EDGE PER PLAN REVIEMD: LAB W/THICKENED CONCRETE FOOTING w/ x JPA (2) #4 OR#5 CONTINUOUS w 61f A 611 12" DEEP CONCRETE CL < IN FOOTING w/ MIN 6" REVISIONS DATE FILLED CELLS W/#4 OR#5 #4 OR#5 FULL HEIGHT PROJECTION ALL A VERTICALS @ 721, O.C., 11 VERTICALS @ EACH 611 6" SIDES w/#4 @ 12 VERTICAL TO BEND 900 >_ CORNER, BEND 900 AND co O.C. EACH WAY AND TIE INTO FOOTING TIE INTO FOOTING NN REINFORCEMENT STEMWALL BEYOND AND 6x6 W1.4 x W1.4 WWF OR _j REINFORCEMENT z CONCRETE FTG,SEE PLAN FIBERMESH -0"A.F.F. 0, 0 4"CONCRETE SLAB W/ w 04 SEE ARCH. LU ''DWGS. 20" < z 8"MIN 0 CMU WALL ELEVATION VIEW I& Ar ML AV G RAGE ENTRY CMU STEMWALL SECTION NL" w 0 1. PECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 8"x8"THICKENED 811 P: ILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 FTG AT STEP-DOWN, i P_ OURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS SEE PLAN VAPOR BARRIER AY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. CREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY < NCHORS MUST BE USED IN STEMWALL FOUNDATIONS. CURB STEP SECTION PIER ELEVATION VIEW U) STRUCTURAL >_ ONEE&hg 4 0 0 kASE 0 Z LU w w OFFICE COPY x w 0 4� P.1 n < Li QT ENGINEERING