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1765 MARITIME OAK DR - NEW HOME PLANS 2015 NOTES 1. DOORS AND WINDOWS ARE APPROXIMATE 164" FINISHED SIZES; REFER TO MFG'S 124° 44,_11„ SPECIFICATIONS FOR ROUGH OPENINGS PRIOR 9'-4" 3'-0" 4'-7" 23'-8" 16'-8° TO F AM NG AIR HANDLE=R UNIT-ACCESS PANEL WITHIN 3050 SH-EGRESS -0" 6-11" -0" 6-10" '-0" 6'-11" 0" 74" g'-q" 2. LOFT AT 2N1). FLOOR 6'OF ATTIC ACCESS -SOLID FLOORING SILL @ 2-6"AFF 3. PREPLUMB SUMMER KITCHEN WITH No OBSTRUCTIONS WITHIN 30"of 4. SOLID CORE DR AT OWNERS SUITE AND APPLIANCE ACCESS PANEL Ji D = 4x4 P.T.POST TYP. FIELD VERIFY WRAPPED TO 12X12 STEPS IN FIELD LNDRY - --- - -- - - -- -- - - - 5. ADD FRAMELESS 5HOER AT PWDR O AHU i j — — — ROD&SHELF _ — — Q 5-3060 SH-EGRESS —— ° ° EGRESS HB 6. REDESIGN OWNERS BATH, PWDR AND LNDRY I o N - - -- --- - --- -- -- - - - SILL @2'-O' AFF _ �V L---- ----� N 7. PREFLUMD GAS STUB FOR FUTURE �? 3-2a6a SLIDER n I I FIREPLACE K 2 I I PAVERS PREFLUM SUMM RBGAS (D I\ < N b. PAVER z� 7 ( I KITCHEN w/ 5T g 9. RELOCATE A/C Y OMP. N 9'CLG. 11'-10"X 11'-0" - I I VENTED "ic> 9'CLG. Q° I 1 �� _ HOOD N 10. REDESIGN KITCHEN Fs 23'-8"x 9'-6" o 1PL. O 11. 16' SGD 2'-1PL.H �" I• PREPLUMB ° 12. PKT. DR AT OWNERS SUITE AND OWNERS 11'-10" 11'-10" SINK w BATH LU a 5'6" 4'-1" 6'-2" 6'-2" 1 PAVERS OW NE1�5 15. 8" WALL AT OWNERS WIC 14. SCREEN LANAI N I SUITE o 15. TANK E55 GAS WH z o I I ? STANDARD ° N 1608°SGD 15 OI'CLG'-6f' 16. GAS PACKAGE W/ 4 DROPS 9'CLG z 0 5' ruB w < 17. NICHE IN PATH #2, DATH #3, BATH #4 AND N = OFT I I �o o G BATH #2 o � w OWNERS BATH N 12'-2"X 12'-4" I 1�(I 1 ) �� 9'CEG. `r (� N �O 18. PAVERS AT LANAI 8'CLG. !rte WG – WG o Ca U - 4 ( 1 � 19. PREPLUMB LNDRY SINK LL 6/�TH . 9 20. TRIPLE SLIDER CLOSET DR AT PED #2 w w � GLG. �� LIVINGN � STANDARD Ns `t n 21. FR D8 AT LOFT Q N ° 5'TG cn w a o o PREPLUMB OO M 2X6 WALL PKT DR. GAS STUB = _ — —ROD&SHELF — — — o FOR FUTURE= 23'-4"X 16-0" I REVISIONS FIREPLACE 12'CLG. ( I CHANGE OWNERS PATH WINDOW 04-22-15 wl DN 19 RISE=RS 2868 =I 10'GLG. o u 7 "RISE wi o o = 10"RUN � o f WIC n d o 0 10'CLG. N N o �o ROD&SHELF J 9'CLG. 11'-0"X 11,-0" N I- - - - L - - - - - - - - - - U_ 9'GLG. WIC ROD&SHELF � < - -- - - - 9'CLG. - ------ -- -- - ————— —— —— — 2X6 WALL �■ ■ o I 6 6 „ G � � �� I I � 5 SHLVS � � .■ ■■ ac I �.z 3°0 FIXED I 2°68 �r0 SILL @ 4'10' AFF N I ow N HDR @ T-3"AFF C) 0 2'-7" 8'-D" 11'I8" 9'-6" 2 / 3'-8" 3'-10" 2 3 8" 2'6" o 2636 FIXED I 102' 8'O" 10'CLG. Q I�CIVEKSIDE SILL @ 4,-0"AFF GI- ' = o _J _ SO IDe ORE 10'GLG. 0 2'-11" 2'-6" 3'-0 , I I I 51, 3 0 I I An4 BARTOP I I �� w OVER 35"h WALL I I UP 19 RISERS 4x4 P.T.POST TYP. 36"h RAILING Q ———— —— — 2x6 WALL U_ —— — — H M — ——— —— —— — � as Y zaU rMICRO 4 I I 7 RISE 10'GLG. 2 . 10"RUN PKl DR. 5-g 510, 5'-9" NALCO TTL T° I�RAWERI I I F WG 2� "e F- „ BOTTOM OF BE MAT 8'AFF u� JDINING ° _ � 5 16'-6" /* KITCHEN ' i i ^6�- ° wild With Confidence 12'-6"X 13'-2" - az a� I 10'GLG. 15-0"x 13'-2° 414 Old Hard Road, Suite 502 10'CLG. 6 GAS COOK-FOP J Fleming Island, Florida 32003 I W/VENTED HOOD I I Office: 904 264-6553 2nd L00FLAN w N owNE15 0 < ( ) I o o Q o = Fax: (904)269-2729 2 f2" ------- o © ------- I �� c D \TN K/S o cn c� GAS — OHC o OHC o 10'GLG. � G 2'-8.. 4,-0„ 6,-0„ 3,4„ STUB AS -'-6' 6'-10" J Z ° E 288° STUB p CNTRLS MI < _ Lot 103 3'-0" TANKLESS SOLID CORE L N I\Y 4..d 6 d 6 d 6"d GAa WH J ct> x8o 10'CLG. a PREPLU �� TMPRD GLS � 's s U� o ENOL.TO ° Atlantic Beach OR + 10'CLG. LN INK SHELF OVER _, FRA ESS p x LO �p FLOOR 4 d 11"d cO Qom` r-- q �/ T A/C N o i D� i L W J i T RD LS �Q a� 10' 'LG. _ � o ENCL. �. / S FORAGE 2�a Count Club o COMP. � `� --�----- NICHE � 288° . EP _ —— S ADIRS c���°�O� 0 0 NICHE CNTRLS SfUB7'-O" 9'-4" w u� J 5'-5" 3'-8" 12'4 __ 13/8"MIN. (- FRAME FOR -I � � o � FOYER SOLID CORE OR 20 1 ATTIC STAIRS I o Q I I ) F]_LQ VERIFY MINUTE FIRE RATED L —54.5'X22_5"—J w z o X CLG. o I I 10' LG. _ 5 EPS IN FIELD < � w � I I C � � Curtin Residence � T II TUDY w A D C D _ 3°8°EN TR ` I o � w _�� z � � (TM RD.GLS.]N -RT) 9'-6" 13'-2" < 11'-10'G G.O � @ o LU 6 z ROD&SHELF � v> C�lr - - - Floor Plans LU 0z 5'0" < o o N I WIC 'L A a I 10'CG. 208° SCORED STUCCO 1765 Maritime Oak Drive 6"d = Q G / \G HALF RND NICHE OVER Atlantic Beach, Fl. 32233 n O = o� in 22'-6"X 23'-0" E NTKY 2650 SH 265°SH 2650 SH It �? �? N C`' �' 10'-1 "PL.HT. 10'-1 1/8"PL.HT• SILL @ 3'-0"AFF SILL CO)3'-0"AFF SILL CO)3'-0"AFF o 2 `2' 2' 2 2'-11" 2'-0" 3'-4" 5'-4" 2'11° Drawn By Sheet "Ilk4'-11" 11-7" ARJ 4'-11" Date 03-31-2015 -4o PAVER Scale „ _ , `� COURTYARD ff 1/4 — 1 -0 F G �, of N Plan West Indies 30"h PONY CAP AT MECHANICAL EQUIPMENT NOTES: � � WALL 40"h 50. FTG. CALCULATION.-) HB Written dimen5ion5 Shall have precedence over Scale dimen5i0n5. GAS STUB' GAS STUB Contractors Shall verify and be re5pon5ible for dimen5ion5 and FPC-8302.5.2: DUCTS IN GARAGE SHALL PE MIN 26 IST FLOOR LIVING 191 -OR GARBAGE FOR CARRGE conditions of the job. GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE LIGHTS .1 8°8°OVERHEAD DOOR 8°8°OVERHEAD DOOR LIGHTS 10° 4-1° 15'-2° 1'4° ALLOWED. 2ND FLOOR LIVING 79 Northeast Florida Design,Inc. hereby reserves its common law TOTAL LIVING 270. 1 1 copyrights and other copyrights in these plans,de5ign5 and ideas. These plans,de5ign5 and ideas are not to be copied or changed in any FPC-8, M1305.1.1: MIN 4 CLEARANCE REQUIRED AROUND GARAGE — 54 2'a° 8'-0" 2'-2° 8'-0" 2'-8" manner or form whatsoever,nor are they to be assigned-to any third ALL SIDES OF MECHANICAL EQUIPMENT AND party without first obtaining the express written permi55ion from COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH ENTRY 1 23'6° 21'-5° Northeast Florida Design,Inc. OF THE ENCLOSING SPACE 13EING AT LEAST 12" WIDER LANAI 22 44'-11" THAN THE FURNACE OR AIR HANDLER DALCONY 1 GROUND-MOUNTED MECHANICAL UNITS SHALL DE TOTAL COVERED 3514CHORED IN ACCORDANCE WITH FDC R, SECTION15t FLOOR F � � 12627 San Jose Blvd AN Suite 702 M1307.2. ortheast Jacksonville, FL 32223 Florida Design,Inc. 904 260 3319 NOTES ENGINEERED ROOF TRUSSES 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR 2" 40'-5" DOORS - REFER TO MANUFACTURERS FIBERGLASS SHINGLES FASTE=NED PER FISC 8905.2 C ENERAL STAIR 17ETA I SCALE:N.F.S. 23'8" 16'9° S FECIFICA TIONS FOR REQUIRED SLAB RECESS 2' 2 SPRAY FOAM INSULATION 1'-6z' 1�RIOR TO f OUKING CONCRETE I\ 12. FREFLUM8 SUMMER KITCHEN UNDERLAYMENT FASTENED PER FDC 8905.2.7 STAIR NOTES: J- r u_t _ _ _ rLl I N -0 3. BATH #4 OSB ROOF SHEATHING ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS,FI OOR COVERINGS,AND/OR VARIANCES INCONS TRUCTIONMATERIAL.ACTUAL CONSTRUCTION MU TCOMPL'fJ _ N H.D, N 4. RECONFIGURE OWNERS BATH SHOWER SEE CONNECTOR SCHEDULE W/R311.7 OF THE FLORIDA BUILDING CODE,RESIDENTIAL. 5. GAS STU6 IN FAMILY ROOM FOR FUTURE MAXIMUM R15ER HEIGHT: 7-3/4" 12 MINIMUM TREAD DEPTH: 10"(NOF INCLUDING NOSING) I GAS - �N �-- ----- ------ I OP OF PLATE J MAXIMUM RI5EP HEIGHT VARIATION: 3FIREf LACE /6"(ENTIRE FLIGHT) I STUD — — — — — — — — — — — — — / MINIMUM STAIR H: 36' I 6. PAVER COURT YARD AND LANAI MINIMUM HEADROOMPPOOMCLEARANCE: 6'-8"(ABOVE NOSING) I w j 4o PREPLUM I ? ( 7. pREFLUMB LNDRY SINK 6"GALV.SAVE DRIP I I PAVERS SINK MONOLITHIC 5LA6 P>. TANKLE55 GAS WH 1/2"DRYWALL 'HANDRAIL NOTES: 6) FASCIA WRAPPED i - —� CLG. ACTUAL CONSTRUCTION MUST COMPLY I O O i FOUNDATION W/VINYL W/8311.'7.7 OF THE FLORIDA BUILDING CODE,RESIDENTIAL J. GAS 1�ACKAGE W/ 4- PROF'S (2)2x6 HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN 38 IN HEIGHT ABOVE THE STAIR NOSING. I OPEN RAFTER TAILS HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. I I I I 10. FLOOR OUTLET IN FAMILY ROOM TOP FLATE HANDRAILS SHALL BE 1 1/2"CLEAR OF ALL ADJAGENF FINISH 12'-22 11'-52" MArEPIAL5 AND END5 SHALL RETURN TO WALL OR TERMINATE 1_ IN NEWEL POSTS OR SAFE TERMINALS. I I cn I I 1/2"DRYWALL 4 HANDRAILS SHALL BE 11/4"-2"IN CROSS SECTIONAL DIMENSION,ORA PROVED EQUIVALENF,AND EDGE5 I I I SHALL HAVE A MIN RADIUS OF 0.01" HANDRAIL CON5rRUCT10N SHALL BE ABLE"To RE515T A LOAD OF 200 LBS APPLIED 1N ANY DIRECTION AT 120 SILL I ANY POINT ALONG THE TOP RAIL. I I I - - - -- - - - - - -- - - - - - - �J 3 COAT STUCCO FINI5H STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL J I I I BUILDING DEPARTMENT APPROVAL REQUIREMENFS FOR THE PRODUCTS THEY PROVIDE OR INSTALL PAPER RACK WIRE LATHE �����\ - MONOLITHIC SLAB 1/2"0 THREADED RUN TO TOP OF PLATE. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR �p� o g �— i AN ORNAMENTAL PATTERN SUCH THAT A v m -N AN i RODS PER 4"DIAMETER SPHERE CANNOT PA55 THROUGH. ENGB'S PKG. R-19 INSULATION i I I I THE GUARDRAIL CONSTRUCTION SHALL BE I ABLE TO PE515F A LOAD OF 20 LB5 I I I PER LINEAL FOOT APPLIEDI VAPOR BARRIE=R.SEALED AT HORIZONTALLY ALONG THE TOP RAIL I I 16'-42 1 TOP&BOTTOM PLATES. 4°SPHERE I S I L--------------------- - GUARDRAILS SHALL NOT BE MAY NOT PASS I I _� r 2x6 STUDS AT 16"O.G. LE55 THAN 36"IN HEIGH. C9 I I GAS i ' Lr THRouGH 6"SPHERE 3/4" f/G SUDFLOOR THE TRIANGULAR OPENINGS j STUDI I I I I 7/16"0513 WALL SHEATHING MAY Nor PA55 I I FLOOR I I I I I I AT STAIR TREAD,RISER,& THROUGH I OUTLET I BOTTOM SHALL 8E SUCH I I I I I I I 2nd FLOOR 2x6 BOTTOM PLATE THAT A 6"DIAMETER I l i FINISHED FLOOR SPHERE CANNOT PA55 THROUGH. I I L J REVISIONS l i i I I I I I I I rl N I I PLATE HEIGHT JI III I I I IIII I I (2)2x6 >< u TOP PLATE I OPEN WEB FLOOR JOISTS -- -I L------------------------- L--- ----___ --- --_J L...J L—.----- - r--——————ter——— — —J L----� r II Ii I I I I I �- 1/2"DRYWALL >< I N CEILING 3 COAT STUCCO FINISH I 11'21 3'11 I '"" M 2 3-0" 3'O" 1'-10" -9" 10'�" z' g'-5" J I ----- n ---� r ---- (J 1/2"DRYWALL --- -- L____ � kIVER. SIDE 4"CONC.SEAS W/FIDERML=SH OR I r- - ° 6x6x10 W.W.M.ON 6 MIL.VISQUEEN PAPER BACK WIRE LATHE s OVER CLEAN,WELL COMPAQ rED FILL I I -I� RUN TO TOP OF PLATE. ° z o ISI WG 1/2"0 THREADE=D � _ o ao IN II - ENGRDSPKG-. an NOTE:PER oI R-191N5ULAT[ON • �' '� _ o i I O Build With Confidence 1.EXTERIOR,FENESTRATION PIECES N SUCH A5 FOAM BANDING ARE TO BE I I I L VAPOR DARB(ER.SEALED AT INSTALLED OVER THE SCRATCH/DROWN �i RE I = 414 Old Hard Road, Suite 502 TOP&BOTTOM PLATES. COAT OF STUCCO WITH A STRIP OF I $ D I o N ' I ; FlemingIsland Florida 32003 SELF ADHERING FLASHING OR `� GAS I I - o Q pj SELF-SEALING MEMBRANE N L r --- -= --- ------ ------ ------------- 2x6 Sru55 AT 16°O.C. STUD L--- _ __ I I I Office: 904 264-6553 ------ ----- __ _ I 2.THE JUNCTURE OF EXTERIOR PLASTER f -- j} L- LJr GAS 1 I I I D ( ) AND FENESTRATION PRODUCTS SHALL DE c� I I - STUD i o o I i I I Fax: (904)269-2729 7/16"055 WALL SHEATHING SEALED WITH A SEALANT COMPLYING WITH SECTION 8613.8.10E THE FLORIDA TANIKLESS I PREPLUMD I Q z WC 2x6 P.T. DUILDING CODE,RESIDENTIAL GA5 WH _MONOLITHIC SLAB LNDRY i `� N oz N L J I i i Q 4 UBOTTOM PLATE - SINK LU ( ---� I. �.i I o � o ° Lot 103 FOU DATION n r-----T------ I �. M � I I i FINISHED FLOOR I I I I I I I w o Q = a, FINISHED GRADE - A/C I I I i O I I L_W_J I I w �' i i i = o COMr. I I I i �� �_r ---- __ = - - - - - - - - - ��� J At Beach .•. !� --J I I i .W. -- - �I r I GNT8L5 I GAS ---------------+� "". ... I �? VER L --- -- -------------- STUB --------- -- MONOLITHIC SLAD I IN FIELD i I L_J L4 2 1 2 I I CountryClub FOUNDATION I I 2'-1" 24" 1'-10" 3'-0" 1 5'-10" i I 9'-7" 5'-4" T 0,2-" I �N TY 1CAL W/� L SECTION I L�- - - - - _4= J Curtin Residence I I MONOLITHIC SLAB FOUNDATION—� SCALE:1/2"=1'-0" WATER RESISTA T BARRIER- I 4"CONC. I 3°SILL I I I r- 2 LAYERS REQUI ED ( SLAB Li FASTEN LATH @ 7"0/C Foundation Plan II "MIN. PENL=T ATION = I �� i 25 2'-5 I L - - - - - - - - - - - - - - - - - - J INTO FRAMINGI EXPANSION N I JOINT TYP N n- ) I L---� r -----� r------� r--� z 1765 Maritime Oak Drive WEEP SCREED-SURFACE I 4'-10" °4 SHOULD NO I-E E BLOCKED W/ I I Atlantic Beach, Fl. 32233 FINISH MATER AL FOR DRAINAGE c as PURPOSES 4"CONC. I Drawn By ARJ Sheet SLAB I --_N TERMINATION OF STUCCO I I V I a� STUCCO TERMINATION PER ASTM G-926 A2.2.2. I ( I Date 03-31-2015 DRIP SCREED INSTALLED PER ASTM 1063-03 I Scale 1/4" = 1'-011 Bof Plan 6 H. . I � c I - - - - - - West Indies � I GAS STUB -d� o S STUDI FOR GARBAGE FOR CARRAGEI LIGHT, — — — — — — LIGHTS — `" Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be responsible for dirnen5ion5 and conditions of the job. 1'-4" P_42 Northeast Florida Design,Inc. hereby reserves its common law 1„ co ri t 2'e2-2" y gh sand other co yrl hts in these laps,deli ns and ideas. _ p P g p g 2 8 0' 8 0 2 NOTE: These plans,designs and Ideas are not to be copied or changed in any manner or form whatsoever,nor are they to be assigned to any third party without first obtaining the express written permission from Northeast Florida Design,Inc. FOUNDATION FLAN FOR CONCRETE F RUING AND FLUMPING LOCATION REFERENCE ONLY. 0UFNPATION 1 EFER TO ASSOCIATED ENGINEERIN DRAWINGS LAYOUT FOR FOOTER LOCATIONS ANDD TAIL5. 12627 San Jose Blvd Suite 702 ....::...:. ..:...........:..:.....:::: ortheast Jacksonville, FSI, 32223 Florida Design,Inc. 904 260 3319 `' (' NOTES GABLE= 1'-4" 1. GALVALUM STANDING SEAM METAL ROOF El-I nn nn r❑ LJ LJ LJ LJ -1 I r-= _� C__--u BUILDING HEIGHT r11 I -.:L- a I 1 81r1 VET(TYP) rte. 6:12 6:12 1 I • .,• ... W 1I > , I I ii• f� 0 1 :. •. I 1 - I I ROOF BEYOND •- . i�i� -"��\;.'•-. ,XPARAPET i 1 i i ::�� '/:' :. : ,..N"��' WALL TYP. ✓11 �' I I 1 I "iii " . . . ";. ' STANDING SEAM L ----__ - PARAPET ; ��� �\l\\ 1 1 ��' `;" METAL ROOF lao --------_=i Sr i WALL TYP. :• : : : .. ... : '. :: .: ���; I I I I I I iF�I: �� 1 I 11 6:12 1 GALVALUM STANDING •.•I"., z . � ��.• HEL=L ON TRu55 11 I 12 ?' ��.:. --- u �- tifb i 1 I 1 SEAM METAL ROOF(TYP) 3�— I. ' .:: . ...:,.:. L` .. 6:12 1 1 I I " : I I II II I : ...:.. .. . . . :.I:' N 1 1 1 17 . .. .. ... .. ...: ,I ...--..-:�. - . .. . . :.. . I. fl W 1 I��I I I --'��� I. ..:'.... .. -.: .�". _. . . G n7 . . lul —'I - :. . — .; .. . . ... .... . .... .:..:...... . .. . .. I r —- —=C C-7 E2 -------- — — '. _— —._.— �C PLATE HUGHr J L_ _j I I I J PARAPET . -- – 11 WALL TYP. i ... 1. DECO SCROLL �� I . . AT PARAPET ft---- -- E-- I I Ir__-- _ I . . SEE PE ,. IIS —� I I .. . I ------ --------- _ ___- = 110:12 10:12 i . .. .. . E71 .. �'-. I. n 1 F------ I r==== __� 1 I 4X4 P.T.POSE im JN II I II I I 12il- 1 I I U 1 I I I 6 < 6� d L I f--- ----==j I 6"BANDING TYP. :•....: 1I i . . . . . . ., ., .. ,.... . . I I 6:12 I F --- — r—_ i i � .. .,..• . I I n d I I I I i I I u n I l I I U Q o I I .. : 1 1 u 11 11 w LOUVERED PANEL 1 n II 11 R 1I :' 1 11 11 1 1 11 1 1 I I PERGOLA ; ". FINISHED FLOOR I I n II rl II 11 I .. . .. _--- --- 1 1 II I __ _J L- / .. . I F —��� ���-- I i---�`L--� _ �I c __ �� . . Imo===______ ____� fJ L, ____ _________ PLATE HEIGHT _ 11 11 11 PLATE HEIGHT REVISIONS I I —— ;? 1 H :: ---- -_-- : . ... . h ...: : . . :, . _. : I 6:12 10:12 . . .�,�r 0. ...: •�', SrRUCTUR CHANGE REAR PORCH FROFILE 04 22-15 :' _ BRACKET c� ��<< I F - -T 10:12 1 1 . . .•. I ' • . o F� r ill - --,nl . . .:. '.. . .... ... � ... .. . :. . '. .. . P _ .: . . ..'.. ... . . . � . . . .... I 114 n : . • .' it. . I II 1 I STRUCTURAL . . . 'V. . .. I.:: _. , -1t:: - . N 1 . . ` , F� E: N BRACKET I .. RIDGE - -- STUCCO _ �6-- �� FINISH TYP. ���IN I ❑ ❑ • - * :*".V-J'.' .* — .' . . — " ....: ': I., . ...' .. .. -- ... . . .. M .. . , •. . . . , .[ N STUCCO FINISH1. _ • [:] . COURTYARD �� .. : : :: .: : ' .. • . ' .• . = PONY WALL . ..._ .. ■w lr : .• - ' C9 ww 1■ . - . N FINISHED FLOOR - . • -- --— .. - FINISHED FLOOR i-—�:] E:—=) L—i . . :: ' - I kIVERSIDE � =0 I. +i GRADE .. . . . -- --- I F1�O NT E L E f�TIO N so 1\00F FLAN -_- SCALE: 1/8" = 1'-0" ,_ � _ Build With Con dente SPRAY FOAM INSULATION AT I 414 Old Hard Road, Suite 502 ' PARAPET ROOF DECK, NO VENTS REQUIRED � ` GALVALUM STANDING WALL TYP. Fleming Island, Florida 32003 SEAM METAL ROOF((YP) Office: (904) 264-6553 Fax: (904)269-2729 PARAPET WALL TYP. y Lot 103 Atlantic Beach Country Club =1 ' i 18"X42"LOUVERED ����>: ATTIC VENT(TYP) GALVALUM STANDING 12 ���^` l- tl- SEAM ME"FAL ROOF("(YP) 6I— ;. .�; Curtin Residence �i�i �. • . :. .. : .. - PARADE iii. :•..• -' ' ���� :'-`�`. WALL TYP. V V Al " . ... Ali/11! . �.\\\x� " , —d �'.. - - '.. . ...... 12 '�. :. �� " �" .. .... .. ... .JEE11 '" . ��'� : :���\ ROOF BEYOND Roof Plan Elevations r Vii... .•: .. �`w�' � �"e . . . . 1765 Maritime Oak Drive x ;,,..' . ' . .' . �r ' _ __ _ _ `�`,�, __ -- HEED ON rRu55 Atlantic Beach Fl. 322 i . .1 �: 5C1�OLL D Tf�IL33 ...•I. ' ��\�"- HEEL ON TRUSS 1"` �� --- --- . `w�` --- --- _ :.. . . .. .. .. PLATE HEIGHT :. ::. . :'. ���� . -1 :i SCALE. 1/2 — 1 0 : ::. 1. . . .. .. . . •. •1> ' HEEL ON TRUSS 't Drawn B . .: .. t y t `.. .. 1. :-:1,�. �, VENTILATED VINYL . _ AR J SOFFIT-16"OVERHANG ..: ., :,. ,:. . - -- Date .. . . - .. .. � �•L. � PLATC HEIGHT ::.. . :.I 03-31-2015 . . . .. . , . . ..... .... . .. . . . . .:". ' . - . . . . . . .... . :.. . .. :: . . . _ . I . Scale .. . . .. - . . . . . • — ..Y /^tl 11 OII . `FF -.: . . . . . ... . .. . . .. .. .-. • :. . : . I of DECO SCROLL . .. . .. . .. .,. .- ::.....,, :. Plan .. . . .... . ..' . .... .. .. 4X4 P.L.POS - H— . .• ,• ., . , . .. . . . . .. SEE DER AE . . .. . , .:.. ... .. �.. .. .: .. .. . .. ,:, :. . . . . . . -- . — .' . I . . " ... .. :. .. .. . . . .. WRAPPED CO ::. :.,. . " . . —— - .: . .. .. ..: ....' .. . ". ... :. . .. ... . . . CVWest Indies 6__,,/ I . . 12X12 I YP. .. .. . . . . ... . .. ... ..*.. .. I .: 't . . . I - ''.:. ... . '- .111� . ' . :. . .: .. . _ BR AGKLr TYP. _ . . .. .. . . .. o . . : .. . . . '`:: .. . .. - Writeen dimensions 5ha11 have recede :.,. : . ,: '', :.. . . . . :,.. .:..... .. . '' . . ., .. . . .. ::.:: . : •. rice over :.. . . .:•. . : .. Contractors shall verify y and be res onsible for damen5 ons d :.. . , . -. , _,.. , ' • . . . . .. ' . . .. •• ' � conditions of-the ob. STUCCO FINISH Sl :, , ... . :. . . ,.•. . .. . , . .. .. , - - J . ,. .. ,. FINISH fYP. ., . . . .. . .' :. .. .. Northeast Florida Design Inc hereby reserves i t5 common law . ,a.._ . :: .. . F FL : . . ••.. ;, . .. . .. .. . . f. co ri ht5 and of e INISHLD FLOOR :•• : :: . .. pY 9 h r copyrights in these laps,de5i n5 and ideas. -- -- I. p g .. ... .. , .. `... . .' a5 are not C . .. .. ... --- - -- . . . . . . , e copied or changed in any -' FINISHED FLOOR These plans,designs and ide o b ... . •. •. ::.. . :.• :. . .•. .. . .. �- ._•,. �: •. •.. •. _ , ::.:. . .:- �. . . - � - or are t .• , . .,:, hatsoever,n hey to be a55i ned to an third . •. .. manner or form w g y . :.. .. - .. ,. .. .. .. . , without . party u flr rm . „ _. ming the ex Tess written e i55ion from art 5t obta p p —__ GRADE +' Northea5t Florida Design,Inc. J 6"BAND[NGTYP. L T SID LVf�TION 12627 Sin Jose Blvd Suints 702 §'�� N "' la, Florida De ign,Inc. ���1���nvtll�� FL 32223 vt 904.260.3319 .A. : t 11 . : � vt i .. 11 (' NOTES GALVALUM ST ND]NG 1. GALVALUM STANDING SEAM METAL ROOF SEAM METAL ROOF(TYP) PARAPET PARAPET � /_ WALL TYP. WALL TYP. -- __ __ __ __ __ __ -- -- -- -- HEELONTKU55 �� �� , Ll �� �� ��____-� J� �� �� �� ��_ . 11 . . . . :• :. - . . • GALVALUM STANDING . : .. . . . . . ..... --.. .. .. IN PARAPET • . , . 12 SEAM METAL ROOF(TYP) o WALL TYP. . �. . ' .: .. .. : 6 c� r�!/ .• : —— —— —— — — —— — PLi\"fE HEIGHT 1. 4X4 P:f.POST ......!! . . .. . .... // !: .. /i�! ' *' � :.. %%.... \ .. �i /. , /i ______- - _____- _____ ____ M .. ..- !�/!/ . 10 /i'.r. . . . . . . . /�. // /.• . :. .. .. .. : ..." .. ROOF BEYOND . /ice/�. ... .. : J . .. .• . 1� i: : % DECO SCROLL riff.. : .. .: . . , .. %. .. .. .._ • .!�. . . AT PARAPET /�. / ... .. . . .. . . SEE DETAIL ii// . .. •• • .' ./.. . . • : . /�'/. - . . ri. ..... .:. ': -- HELL-_ :. /�. / :: ::MI :: HL-LL ON TRU55 _ ON TRU55 .... .- ———— - __ /i !. f:I . . .• . FINIS FLA HEIGHT PLATE HEIGHT ,.. �.• .. . . .. . . • -- — .. .. ... . . ... I :-. - PLATE HEIGHT ' .:. , . .:..� .-... .: •. REVISIONS 01 .... •... - .. '::.. '.:..... .• .., . . : . . - . ., •i"'..,..-'. "'.::. :. : - : ... . '•: ' . . : . .- . . . - - 36 h RAILING • . : • •.... :: SOFF[f 16 OVE BHANG . :..: :: :.. . .'.'.. : : ; . . CHANGE OW E - - : .. .. ... . ' :: . . .• 1. " NRS BATH WINDOW 04 22 15 :. .. ... ... .... .,:. : :• ' ; ` I CHANGE REAR hOKCH 1�K01 ILE : - - . i. .. . 04 22 1� STRUCTURAL .. .. '' a 4X4 P.T.PO5T . .:.' . W BRAGKE T .. .` .. • . .,. ... . .. '•• :'`: . - . . .. : : .. .. RAPPED TO = .. .. ... .. 12X12 TYP. . .. . _ . c� . . . O p .. . . .. % .. . . . . . S TUCGO FINISH : : - : . .. . L . % ,A' . . • -.: . . .. : . . .. ..: ffl � LL��) . :. . . --. :. .. . :.- .. :. 000RTY RD • . ... . A r . ,.: ,. - . • '• PONY WALL :...,.... .. . . . . . 5 .::.'. . STUCCO ELI . FINISH FLOOR . .. . . . •. .:'•. 1 . FINISH TYP. . -- -- : ... • . ' . ... . . . .. . . . . . 00 . . ... . 11 . .. 7. -- -_ • . o :' FINI a ■■ - .. L -. : SHLDFLOOR ■ +i .. GRADE :.. .. . .. . `� . , ­. '. ...' .. . .- ..: . . . . I __ : .. .. . . ,. .. -- -- . . :. . . . . . .- . . . .. `­... -, -. ... '.:.* : .. . .:. I.. .... ; kiVERSIDE . .- - . 11 - ", � I A 11 I6"BANDING TYP. KIGHT 51DE ELEMTION .y. 1 ` .. ,. 1� so no \ 'I ,­ Build With Confidence `. .,r 1 414 Old Hard Road, Suite 502 1 BUILDING HEIGHT : Fleming Island, Florida 32003 Office: (904) 264-6553 18"X42"LOUVERED _I Fax: 904 269-272 ATTIC VENT(TYP) ( ) 9 ins'. PARAPE"T ri \\ lk /' ^�`tet: WALL TYP. w / . 0 12 i X%. ,�\\\. \.\\ • ' /, , \\ . Lot 103 ROOF BEY ND ,.,.. . . '":•\\��.' .. / \\\ . . .. \%, ... ,,..., : \ n. Atlantic Beach /i//' ' :. �\�� '.. PARAPET /i/!!. . ' .-. . �.�\���\\:. WALL TYP. !/ /, Count Club HEEL ON"TRU55 . ./"//! T\ __ /. /-'... ':.:. . . GALVALUM STANDI G PARAPE"T -- i . . I. • N << 'et:� .. ` t.'• . : 12 SEAM METAL ROOF(TYP) WALL TYP. ..� bN . . 1.:.: .. . . —1 3 CV Ni'.. .. ' - ... . ''i. ` - - .• •i . :. . PLATE HEIGHT - ' --- -- ___ . .. . . . . . DECO SCROLL ..:- . ,...: .. :...•.. ...... : AT PARAPET ....::•: ...::' Curtin Residence SEE DETAIL . . 12' . .. .. ...- .. . :: . . . _ . �.6 . . STUCCO FINISH7 � . •• • ' - • _N - .. . b �� . ..'. ....: .. .. >. EE .. cN GALVALUM STANDING . , .. . . i SEAM METAL ROOF TYP4 Elevations atlOns ( ) ••• • .. f�TTIC VENTILf�TION �1�E/� CLC 5I. . - ' . . '- 1765 Maritime Oak Drive . I . - Excerpt of the 2010 Florida Building Code, Residential . .... 'FI~_.';.... .;.. :'" : '' : • Atlantic each, Fl. 32233 B 8806.1 Ventilation required FINISHED FLOOR . `" '' ': , •. __ -- HEEL ON TRUSS = qu d <v .... ___ __ ___ Enclosed attics and enclosed rafter spaces formed where ceilings are applied 12 :, •- PLA"TF HEIGHT directly to the underside of roof rafters shall have cross ventilation for each , 6 '' ' . ' • I� Drawn By Sheet separated space by ventilating openings protected against the entrance of rain. PLATE HEIGHT -- ' ' ' .. _ _ ARJ Ventilating openings shall be provided with corrosion resistant wire mesh,with __ PLATt HL-[CHT 1/8 inch(3.2 mm)minimum to 1/4 inch(6.4 men)maxirnurn openings. •. Date .. .. .. •. .. .. .: .. . ,.• .. ... .. . . . - - . . . .. .: 03 31 2015 .. .. . . L 8806.2 Minimum Area . 1 1 "The total net free ventilating area shall not be less than 1 to 150 of the area of VENTILATED VINYL . .. . ' .. . Scale the space ventilated except that the total area is permitted to be reduced to SOFFI"T-16"OVERHANG 4X4 P:T.PO5 i 1/411 = 11-0" 1 to 300,provided at least 50 percent and not more than 80 percent of the � '. ..- : WRAPPED TO I. of required ventilating area is provided by ventilators located in the upper portion 12X12 TYP. i� Plan of the space to be ventilated at least 3 feet(914 mm)above cave or cornice .. 1. : : I. e vents with the balance of the required ventilation provided by cave or cornice, o �� West Indies 6 vents. As an alternative,the net free cross-ventilation area may be reduced to o •: -. •=i6) . :: .. ..... . . 1 to 300 when a vapor barrier having a transmission rate not exceeding 1 perm o (57.4 my/s.m2. Pa)is installed on the warm side of the ceiling. , I. 8806.3 Vent Clearance Wr tten di i mension5 Shall have recedence Where save of cornice vents are installed,insulation shall not block the free flow . STUCCO p over Scale dimensions. of air. A rninirnum of a 1-inch(25.4 rnm)space shall be provided between the -- = I. FINISH TYP. Contractors Shall verify and be responsible for dimen5ion5 and insulation and the roof sheathing at the location of the vent. ....- ..: condition5 of the job. . .. . . . . . ... .. . . .. • .. . EFINISHED FLOOR ..'` LL Northeast Florida Design,Inc. hereby reserves t5 common law —— —— —— .. FINISHED FLOOR : • r__ __ ___ copyrights and other copyrights in these plans,designs and ideas. . . . . . . . .... . ,: • .., : . :. ..: : . . . . - " These plans,designs and ideas are not to be copied or chap ed in ' N . . . . g any . ..... .. . GRADE . .. . 1 . . . . . • . . . what5oever,nor are they to bep 55igricd to an third :.. : :. . . . .. .. .. . :• :, Y manner or form SPKAY FOAM INSULATION AT —— —— —— party without first oE,taining the expre55 written perrni55ion from KOOF DECK, NO VENTS KEQUIKED 6°BANDING"TYP. Northeast Florida Design, Inc. E/ 1K ELEMTION 12627 San Jose Blvd ... . 0 Suite 702 v 1 ortheast Jacksonville F']L 32223 4�t Florida Design,Inc. 91�4,Zb0,33t9 -- �- �- �_�_� _..� s— _ .-,.. .. _,.- -- .. , .,_ .,. , _ . ..--,'"'I,_ • -- ..�_.__� � .,_�.._ .. .--� a- ,_ _ —.-_._ _ ------ i NOTES 1. ALL DWELLING UNIT BEDROOM BRANCH CIRCUITS FEEDING LIGHTING OR POWER OUTLETS OR SMOKE DETECTORS IN BEDROOMS SHALL 13E PROTECTED 13Y AN ARC-FAULT CIRCUIT INTERRUPTER (AFCI) i 2. ADDT'L OUTLET IN PANTY AT 12"AFF '5. (4) RECESS LIGHTS AT LANAI ON DIMMER 4. (4) RECESS LIGHTS IN FAMILY ROOM ON 0 --- - -- - - — DIMMER qp - -- - ---- --- - ---- ----- - - - 5. FLOOR OUTLET IN FAMILY ROOM GAS j AHU j i - - - - - - - - - - I I ''----------------�`` ` STUB 6. ADDT'L OUTLET IN FAMILY ROOM 7. (2) PENDANTS OVER ISLAND ON DIMMER PREwIRE& qp BRACE ONLY `\ �,� 8. KITHCEN RECESS LIGHTS ON DIMMER -0- 9. DINING ON DIMMER SERVICE OU FLET FOR , ,''- I I I I i i 10. ADDN LNDRY T'L OUTLET I I I i 11. FOYER ON DIMMER O / �\ SUMMER 12. ADDT'L OUTLET IN OWNERS SUITE AT PREWIF\E& I I \\ \ b KITCHEN PREWIKE& O BRACE ONLY I I \\ \\ ,�'" BRACE ONLY 72"AFF I s TO LIGHT& ( ( �,.`\ \\\\\\ / WP/GFI ADDT'L 13. SCONCE LIGHING OVER EA. SINK IN OWNERS co I BE nwIN? OUTLET BATH l 60"AFF / \ ADDT'L I I \\ OUTLET \\\ \\ --------- 1 / ` ` 1 \ \ I I \; II BRACE ONLY \`\ \\ I I I PREWIRE& \ `, \\ I L / 1 BRACE ONLY ` OO \\ GAS I FLOOR \, ol --- 1 / STUB OUTLET \\ ® r — — — — — — — - I REVISIONS FREWIRE I 0 I GRACE ONLY co vI i i I I ---- -- i l l - - - - - - - - - - - ' r I SIDE I V ---- -- I J i I M/W / I I 1 CIRCUIT I Ij ,� G0 -J - H M - - ' d► � GFS I-- ❑ \ I \ _ MICRO \ \' .mild With Confidence � --� DRAWER � ���' I \ / ..- � , o � C't I I \`\ `-"r0 LIGHT& opo x' LIGHTING 1 SWITCH ABOVE 414 Old Hard Road, Suite 502 2nd FLOOK ELECTRICAL FL/�N I - I W/GAS COOKTOP , Fleming Island Florida 32003 I \ W/VENTED HOOD I I i � w \\`-- I I O ' ; I : Office: (904) 264-6553 © _- _-- I ; OUTLET Fax: (9041269-2729 -- 0 I 1 / GAS I _ _ _ n ° UNDER K/5 / STUB — —— GAS 3 STUB ^ I Lot 103 TANKLE55 _ _ _ _ / — GAS WH APPTL �PREPLUMB ADDT'L OUR r' 1 / -LNPRY SIN / \ ` OUTLET �L Atlantic Beach COMP. SCONCE - Country Club / LIGHTING I I i LOCATE —— —— O wP/GFI i I I t PANEL BOX O co SERVICE OUTLET i F -- —� iii \\ I I GF FOR A/C COMP. I I I \ I I i L — — ——— Curtin Residence E ECTKICAL LEGEND . 110 DUPLEX OUTLET - - CEILING MOUNTED LIGHT ;/ - rte,% BR�[WONLY Electrical Plans �= HALF-SWITCHED OUTLET Pc PULL-CHAIN 1765 Maritime Oak Drive �Fl GFI DUPLEX OUTLET WALL MOUNTED LIGHT 1`\ \\\ Atlantic Beach, Fl. 32233 \ \\ �",, _ _ Imo\, �" \\\ _ - ----- - & WEATHER PROTECTED OUTLET O RECESSED LIGHT FIXTURE (0"- \ F O WP/G I 1 Drawn B Sheet Y CEILING OUTLET SPOTLIGHT G.D.o: " G.D.o. I ARJ INSTALL INSTALL ® FLOOR OUTLET - - EXHAUST FAN W/ LIGHT Date 03-31-15 220 OUTLET EXHAUST FAN Scale 1/4It = 1'-0" of ® SPECIAL PURPOSE OUTLET ® FLUORESCENT FIXTURE Plan West Indies 6 SWITCH CARRIAGE LIGHT IR�PIGATION 3 3-WAY SWITCH DOU6LE FLOOD LIGHT GIRCUIr I Written dimen5ion5 Shall have recedence over Scale dimensions. 4-WAY SWITCH PANEL BOX �F' Contrac tors shall verify and be responsible for dimen5ion5 and r conditions of the job. o DIMMER SWITCH 0 SMOKE DETECTOR Northeast Florida Design,Inc. hereby reserves its common law GAS copyrights and other copyrights in these plans,designs and ideas. r TELEPHONE co CARBON MONOXIDE DET. �S - CARRAGE p p G FRAGE These laps,de5ign5 and ideas are not to be copied or changed in any �LIGHrS LIGHTS manner or form whatsoever,nor are they to be a55igned to any third cry CABLE TV party without first obtaining the express written permi55ion from Northeast Florida Design,Inc. CEILING FA BRACE 15t FL00F\ ELECTRICAL FLAN CEILING FAN WITH LIGHT 12627 San fore Blvd Smite 7102 `. :. ortheast 1fae]l�5onviille, FL 32223 `'' Florida Design,Inc. 904.26'0.3319 NOTES MTAILUOK)Lft(ARK aATI WffF1 at TAIL Irk # " a acw TA M v wlrbimc� eI-wwGF 1 1, € g1�FCALY LW Ir 1� " y' I� � Ca^ PLACE CEtS� - F _ WELIiT4E -----..._. OF Wbff�LAVWNT .-.. T zl 1: ST 2 00 NOT NQL V UM rw:MA VALLEY I:1:ICWR LI&. id& {rtYFlHlL #wIA .FzTtd,17 ITU.FbAWESfLFi# dVAKOW �. 'S'`�EJFFT1 PLACE LRi78L MMU AT I;riiiE •.• UP7wCOVERED BY li4 r-rxa> avwcta °"„�.>,. � U*�� Beier e" „„ :srrt.„aa :aaaF�ear°ca.asaa>«ta Awwl ,,•'`' .� m ,�•�.w. W WDE UTTALVALLEY FLAEfIM PLax " On y� TTAL.[ wcpt� ✓ w taaxsti ¢a�:ua:t7 _ K y iW , 1 Tr�dL 1t3i8i T 1fftlt STEP 1 STEP 2 STEL' 3 Q METAL Mp mee lsu FLS rt 4 W 0VER FtAgGE AT I 7OK t a y IN PLASM ROW ..4 PT'1}C2 ."" s oNDEP.LAvMENT " DETAIL DETAIL VENT STACK FLASHING NTS VALLEY FLASHING NTS i'1L�sTaA9 Wwftft" 'I Id'E�,,Rm»: 83Y:Ew2 - t�xvs'�.r.re �v w'$J„T - "=o ra.:..+a�xiimxxiz p„ 'r E~i$'2E w4daw4E. 7Ii "'• .,. .,..,. '. _ t: E ,a ' i t#7SLL' ; dYi TTEN w,RN3S AT o T ,� S1 SHwJ0=TI3 WMEF&AVUENT iltffmwea Ute W cTr waeaxr�a " ANO cIIrEIt rtAC �"` ..-^' ��* ic,�F�L'YLH 11fi KAF"LL tEr IN tii WEATHMSMUM CE4FJO on - "N sre��w�l . — ,.. "`"k '••waw" i�+li"I�Lra�lLTY4EAIiLd� t�TwL..E31 '.F°.fY(' 8 "''�,+✓ f w- . !' € YIAItiiLo+`•1l. CYr ' ..«...," ",.,_1 µ _ wL>bLLLa ,;a�• a" NUNNUNLN�DOF I 04) T Y ,.,,,. .,» F Uzi WFf#.:1"ate ,,,,_,_....... ..-•°-.^'"' �"w, '""�..,�` .», � A� ,,,� wdEF• W TALL 43DGE VENT Vw"7*w" FLANGE OVER SMUM AwT\ 5XrlT Thr +•' , w r 'l�/ a ..STAWER .�'-- �vFELT".TOw IASL OSB€1 Z: REVISIONS .M•.""" STEP 4 STEP 5 STEP 6 STARTER COURSE r w •- ..,.- Frau wnH r > 1.*4SIALL*.1 G I WT AUMDANCE 3`Ylwtw ".FR�d°:'.All CAt _EL oVft4 AT HM MILY FaRrl:E NL,tfalP.fdYx "'` ", ,� a�•,,r .... —-._..... :.. _.......... _-. €�[ "••'` �LIY�£IE.A]'L�%# P.. �, S.ak�hrk��FisJ.Crc1r � E€UTCaU�TT r raurrw[s - �, .+" s„ ALLNGiESSF '� � vat 5 ",,., "`..„ ;�;aj �. ;✓ �,"..• ' a. vaorra�rtasr�sar TCi �T G04847— DETAIL [DETAIL A.a LTw r"`'r� WALL FLASHING-STUCCO hTS [ F-RIWEVEN1 #tlT w_VwtJ7" � � `: WOW: "y. ': Y. .�'.6fi231LLs'mi[Q4A.�Ait " '"r+ � - YI BiT1AvlAi Stk STUCCO ;°R+'f Masi IA�Y ` IEws1w•SFi�rsa AGTnt I7YP .w�N -:.�s' r 3E3 :roed3:`rica..4g 1LFAME IF # Ate' &YaYtdiB •�x Itcataa - ,... LftP .#RYMlFEM:. Ils*t/Ll _ l4W1iGaN� .dam» - "., 9. EA` ..:OVM .: ,PITF++ , ;-._ FLPr1FI E R.Ma s p EDGE [.iie4iitE ihlLlii2Ya a ■■ ■M Y»~SPwYw1L.;t31" __.-_... "`a.,,° �..... = �-"'VINYL IJIt31iti' :EL)FIRST COURSE 'nXW9M03UTTCf ALL a I �� { �axt➢xr�ra se.'MMLLI:Li.MimR:iVERSIDE INTERIORVIEW "�. ",. „ y"�° � "` AYfJJ_6J.1 a7Ebitki°�+I°E?i " ,t„ �b1 LTL .✓� `�.�: �'' "'",. � &�N � Iaauw Fr STEP 7 STEP 8w .� STEP 5;v5 METAL s 0VM � '.`4,- `q, „ €X.T �tutr a" -xTQRow I JI' T.# } k1} � +„•.' BEYCfFfbU :1riA7_ WINDOW ,_.... i 1D FIH1G INSTALLATION g ��pT1ON DETAILS��S ................ .T.& : M III Build With Confidence FELT 1AWIFNAMENT I IlNt:,i NAILING � - � 6i1LIar � " TKIRT 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 • DETAIL - Office: (904) 264-6553 ROOFING I� T ILS DETAIL W CKOUTFLASHING NT ;_ qw Fax: (904)269-2729 I�'sTc:Ian.�ati�rt��t:I��ctT�ss,�c�,sLcsc�Lco�a�a�, tl � FdT WF .1.FL�i`ill4� LAP SIL�I�d N -'-•..,•� dE1EY1T f3E",rE'LF '5Fw 3 71fi. /t&€`F t7aEli BY THE SHAUXE nv-rLwtFY�lwI�t�Llr�s"Lc 'ri1aAI�I:1 Lot 103 IAtlantic Beach y LE4i1 PER ;`a tr�srzl Country Club AI°iH.�€aEA� 1 AT EDGE [IF TI I S, a7 ' `w METAL GAP ON STUCCO Curtin Residence ON WATERPR001 MEM6RANE(EX"FENDSTUCCO WITH _ w MOM TTrw1 12"DOWN SIDES)ON J STOP 0C C,PTQR0TI R w SHEATHING Ai€ t �, trtarI �� CON"f.ME"fALMUtMOVERW FLASHING (2)2x8 TOP PLATE IL SHINGLE ROOF Flashing Details ON OS1765 Maritime Oak Drive B SUBSTRAT - Atlantic Beach, Fl. 32233 Drawn By Sheet F'AF\ 'AFET WALL D Tf�I� TEP w . �- W ARJ Date 03-31-2015 " .� '" � , Scale 1/4 = 11-0.1 &; lALL b�LI m `�� � Plan r of t WesIndies 6 " w YF sr DOM Ffuhmt! L " ' V Wri sten dimen5ion5 Shall have recedence over Scale dimen5ion5. FK11l7EdE.t:wl 8'3 + = Contractors Shall verify and be responsible for dimensions and pan condi tions of the job. . - W - Northeast rlorida Design,Inc. hereby re5erve5 its common law copyrights and other copyrights in these plans,designs and ideas. t r IT These plans,de5ign5 and ideas are not to be copied or changed in any manner or form whatsoever,nor are they to be assigned to any third STEL 2 SITIP 5 party without first obtaining the expre55 written perrni55ion frorn Northeast Florida r� Desi n'Inc.g DOOR FLASHING INSTALLATION DETAILSNIS ....:... 12627 San Jose Blvd Suite 7®2 tit ortheast Jacksonville, FL 32223 Florida Design,Inc. ®4 2611 3319 - -- DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX NOTES 3,4 NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS OSB OR PLYWOOD PANEL EDGES REQUIRED TO LAP BOTTOM LATE 18'AND BOTTOM DTT2Z (8)Y4'x 1 Y2"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN Building Code � O ALL WALLS MEMBER OF TOP PLATE. EDGE NAILING SHALL HAVE a'EDGE DI TANCE FROM EDGE OF NOTES 2,3 " CS18/CS18 (9) 10d COMMON EACH END OF STRAP ST-3......................1 ST LEVEL STRUCTURAL FRAMING PLAN ( ) / uJ x 4/ EMBED EPDXY OR SCREW ANCHOR ST-3A....................1ST LEVEL ROOF FRAMING PLAN 2010 Florida Building and Residential Codes O Z PANEL. Code for Design Loads W HTT4 (18)0.162"x 2%"IN STUD/BEAM/TRUSS, STA......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) 14 FLEXIBLE VENEER& MIN /6"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d e „ MTS12/MTS12 (7) 10d x 1 /2'EACH END ( ) Cn ANSI/ASCE 7-10 w w BRICK VENEER COMMON: 6"O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD. 2x4 BL CKING IS REQUIRED (NOTES 2,3) /a f0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) � ST-4A....................2ND LEVEL ROOF FRAMING PLAN IF APPLICABLE ST-5.......................TYPICAL WALL SECTION SHEET (� v=i (NOTE 8) AT UNSUPPORTED PANEL EDGES. ROOF LOADING...............................................Cd=1.25 4 � HTT5 (26)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, ST-6......................SECTIONS AND DETAILS N TOP CHORD LIVE LOAD..................................20 PSF Q BRITTLE VENEER MIN 7/6'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZ NTALLY W/8d ST-7......................SECTIONS AND DETAILS IF APPLICABLE N a �� MS24/MSTA24 (9)10d COMMON EACH END ( ) TOP CHORD DEAD LOAD................................7 PSF (EXCLUDING BRICK VENEER) COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2x4 BLOCKING IS REQUIRED (NOTES 2,3) / f0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) BOTTOM CHORD LIVE LOAD (NOTE 6) AT UNSUPPORTED PANEL EDGES. 1 „ LEGEND (20)SDS/4 x 3" SCREWS IN STUD GROUP J ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) 15 HDQ8-SDS3 � MS36/MSTA36 (13) 10d COMMON EACH END LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL 0 L_ ATTICS WITHOUT STORAGE....................... 10 PSF 1 O N TILE ROOF MIN /2'32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION /8'DIA.x12"EMBED ANCHOR IN CONCRETE NOTE 7 PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.0 AT PANEL EDGES AND EOR ENGINEER OF RECORD N (NON-CONCURRENT) w z - ( ) 1 EW EACH WAY -0 BOTTOM CHORD DEAD LOAD...... 0 = U) 8"O.C. IN THE FIELD (38)16d SINKERS INTO STUDS (11) 1Od x 1 /"IN TRUSS/RAFTER L _ ........ ..........5 PSF w I- w STHD14 WET EMBED HTS20/HTS20 1 „ OSB ORIENTED STRAND BOARD O w I- MIN%6"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH ( ) (11)1 O x 1 / IN TOP PLATE AND/OR STUD N (0 O z O SHINGLE ROOF LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING WSP WOOD STRUCTURAL PANEL 00 0 WIND LOADING.................................................Cd=1.60 w z SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. LTT20B 10 10d x 1 %"IN STUDS 1 SYP SOUTHERN YELLOW PINE 1 ( ) (5)8d x 1 / IN TRUSS ASCE 7-10, 3S GUST........................................130 MPH (NOTE 2) %"x 6"EMBED EPDXY OR SCREW ANCHOR HA4/H2.5T (5)8d x 1 Y2'IN TOP PLATE SPF SPRUCE-PINE-FUR 0 BASIC WIND SPEED FLOOR DECK SHEATHING: 23/32'T&G OSB OR PLYWOOD W/1 Od COMMON: 6"O.0 AT PANEL E DGES, 12"O.C. IN THE CONT CONTINUOUS EXPOSURE CATEGORY.................................. C (NOTE 5) FIELD. O.C. ON CENTER BUILDING CATEGORY..................................... 11 MIN 3/"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR 0 SUPPORTS W/8d 5 HA8/H8 (5)10d x 1 °IN TRUSS N N ABU44 (12)16d COMMON& / x 7"DRILL&EPDXY (5)10d x 1 / IN PLATE LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. N ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD, t INTERNAL PRESSURE COEFF........................0.18 3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) M LL (12)16d COMMON&5/e"x 7"DRILL&EPDXY 1 LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE ................. (SEE TABLE 1) (9)10d x 1 / IN STUD J C&C DESIGN PRESSURES............ SHEARWALL(SW) SHEATHING: MIN�/s'OSB OR PLYWOOD W/8d COMMON: 3"O.C.AT PANEL ED ES, 6"O.C. IN THE ABU66 � TSP 1 „ PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. � N (NOTE 8) FIELD. (12' EMBED AT GARAGE DOOR RETURNS) (6)10d x 1 /2 IN PLATE QTA QUICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORSEO LUQTB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS FLOOR LOADING..............................................Cd=1.00 NOTES: HU48, HUC48, (14) 16d COMMON IN HEADER .I TOP CHORD LIVE LOAD......................... PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/2"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING HU28-2, HUC28-2 (6)10d COMMON IN BEAM SPH4/SPH6 (12)10d x 1 Y2'IN STUD QTG QUICKTIE GREEN,SEE TABLE 6:UPLIFT ANCHORS -I TOP CHORD DEAD LOAD....................... .........10 PSF SHANK NAILS. (0.148"x3"LONG). QTO QUICKTIE ORANGE, SEE TABLE 6:UPLIFT ANCHORS z - BOTTOM CHORD LIVE LOAD..........................0 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU410, HUC410, (18)16d COMMON IN HEADER INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS 0 ■U ) BOTTOM CHORD DEAD LOAD............... .........5 PSF 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HU210-2, DSP )1 10d COMMON IN TOP PLATE (10) 10d COMMON IN BEAM (8)10d COMMON IN STUD/HEADER OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS fnCn _0 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION ND SUPPLEMENTS OF HUC210-2 !: THE APA. 1 1 1 NTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM U SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 (4)SDS/4 x 1 /" SCREWS IN TRUSS/RAFTER QGT (18) 10d x 1/2 IN TRUSS W/QUICK TIE UPLIFT ANCHOR 5. FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMAN E AND TO AVOID HGA10KT (4)SDS Y4"x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN BOTTOM PLATE ANCHORAGE IS 3/g"ANCHOR @ 48"O.C. (UNO ON FRAMING PLAN OR SW -2 TOP CHORD LIVE LOAD................................ ..60 PSF SQUEEKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. TOP CHORD DEAD LOAD................................ 10 PSF 6. BLOCKING AT PANEL EDGES IS AN APA RECOMMENDATION PER TECHNICAL BULLETIN Q370(STUCCO). SPECIFICATIONS) o M ( ) (26) 16d SINKER IN WALL FRAMING QGT2 1 Z BOTTOM CHORD LIVE LOAD...........................0 PSF (30) 16d x 1/2 IN TRUSS W/QUICK TIE UPLIFT ANCHOR BOTTOM CHORD DEAD LOAD........................5 PSF 7• 1/2'PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMEN TIONS.SHOULD LGT3 (12)SDS%"x 2%"IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN STRUCTURAL WOOD BEAM MAXIMUM FLOOR TRUSS SPACING...............16"O.C. WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32'APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES W/ NOTES: O WALL STUDS FRAMED AT MAX 16"O.C. FOR WALL STUDS FRAMED AT 24"O.C.,2x4 BLOCKING IS REQUIRED AT UNSUPPORTED 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. Q FOUNDATION KEYNOTE CALLOUT DEFLECTION CRITERIA PANEL EDGES, BLOCKED WALL FIELD NAILING IS PERMITTED TO BE 12"O.C. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. U) � - 114- ROOF TRUSSES.............................................. LL/240 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): TL/180 QTB= DTT2Z, LTT206 STUD COLUMN KEYNOTE CALLOUT � TL MAX 1"UP TO QTG=HTT40 40'SPAN TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING I N O.C. Q UTO=HTTS(PROVIDED STUDS INSTALLED EACH SIDE RTO) 4. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG.. TO MATCH WALL FRAMING SIZE AND GRADE, UNO.NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 NOTES 1,2 ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 2 STUDS W TL/240 BRITTLE FINISH-L/240 FLEXIBLE INISH-L/120 5. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN TL MAX ' BEARING CONDITION WALL HEIGHT WALL HEIGHT 6. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST DTT2Z � W 3/4BOTTOM OF STUD COLUMN CONNECTION Z WOOD I JOISTS............................................... LL/480 &STUD TYPE BASE ANCHORS,CS16,AND MSTA FLAT STRAPS. •1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN TL/240 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 1 FT 11 FT 12 FT TABLE 8: SPECIFIED S H EARWAL LS OR QT-REQUIRED FROM TOP PLATE TO SLAB. TL MAX Y2' } 2x4 SPF STUD -- - - - -- -- - -- "- -- •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL j NOTES 1,2,3,4 COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM z0 2x4 NO.2 SPF -- - -- -- -- -- -- - -- END STUDS TO TOP PLATE CONNECTION 2ND LEVEL TOP PLATE TO SLAB. Ln O (2)2x4 N0.2 SPF,2x5 N0.2 SPF ¢ HEADER STRAPPING KEYNOTE CALLOUT t�� w o x z 00 SW TYPE CONNECTION 2x6 SPF STUD,2x6 NO.2 SPF a n ❑ Z � 0� w SW1,SW2,SW3,SW4 QTB/QTO NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 4 � w ❑ w W 4 z Iq W 0 I w Y F 0 w TABLE 1 : COMPONENT AND o 2x4 SPF STUD -- -- -- -- -- -- -- -- -- III 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD a o Z w m m m z z CLADDING DESIGN PRESSURES O 2x4 NO.2 SPF -- -- -- -- -- -- -- -- -- - 2. QTB/QTO MAY BE SUBSTITUTED W/(2)MSTA24/MS24, (2)H8,OR(2) i 4 F W w - 0 m 4 � Q ❑ w LL O III DSP. 1 T��- KING/JACK GROUP BOTTOM CONNECTION 0 w w X > ❑ w w w ❑ 0 2O 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP Z 0 a W ❑ W W p W O w (2)2x4 N0.2 SPF,2x5 N0.2 SPF ADDITIONALQTA REQUIRED PER TYPICAL WALL SECTION, SHEET ST-5. 0 F m W 2x6 SPF STUD,2x6 NO.2 SPF 24 24 24 24 24 24 24 24 24 24 (I I (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD O o a } w W F N _j m o z WINDOWS AND DOORS GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. W z a 4 ❑ w I w W W I- - W w W ❑ WFIIwOZ [] NOTES: \`•, III 2 ADDITIONAL WALL STUDS REQ. FOR TO W Q w w w NATION T Q Q _ Z Q ZONE DESIGNATION Z EFFECTIVE O ¢ � � F- W WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLES NOTED OTHERWISE III NUMBER OF HOEDDOWNS/STRAPS AT BASE OF KING/JACK GROUP I' Ir- ❑ Q ❑ a w - ❑ ON PLAN. I I END STUD GROUPS Q Z Z w ? w X j - o 0-20 ft2 +24.61 -26.70 +24.61 -32.95 2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. \ `1 o w w Uj a I ❑ w 0 a w 3. WALLS DESIGNED AS UN-BLOCKED. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. \ III SW TYPE NUMBER OF STUDS HEADER FRAMING KEYNOTE CALLOUT m t7 Q Q w z w H w 0 Q 7 w Z X ❑ 0 I ❑ Z 21 -50 ft2 +23.42 -25.51 +23.42 -30.58 BLOCKING AT HORIZONTAL PANEL EDGES IS RECOMMENDED FOR STUCCO VENEER,SEE TABLE 2. III SW1,SW2, SW3 2 (2)2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING W w ❑ W X ► z n Q w w L w t7 SW SW4 3 Z Ww4ww2z0Li LiFzuiwwZ 51 -100ft2 +22.01 -24.09 +22.01 -27.74 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NUMBER OF JACK STUDS EACH SIDE OF OPENING z z ` �? 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP - _ I � z Q ❑ - _ a. 0 o [7 Q w k:. \ III REQUIREMENT. a 0 Lq t7Z wtowa ❑ toZ_ z = 0 101 -200 ft2 +20.91 -23.00 +20.91 -25.56 NOTES 1,2,3,4 SIZE OF HEADER(ALL HEADER TO BE NO.2 SYP Z w o Q m z - w 4 w z 3 Q DIAMETER` LENGTH PRESSURE TREATED LUMBER \ III Z } Z W W D w W < W VINYL SOFFIT MAX PRESSURE(psf) +24.61 -32.95 END STUDS CONNECTION(NOTES 5,6,7) UNLESS DESIGNATED AS WSP) W z ❑ W ❑ w w 4 w H n 8d COMMON 0.131" 2-Y2" I LI PRESERVATIVE FASTENER TYPE III III 1ST LEVEL 2ND LEVEL STRAPPING NUMBER OF PLIES IN HEADER - z I z z w p ❑ 1.- Z < GARAGE DOOR PRESSURE SEE FRAMING PLAN 8d RINGSHANK 0.113" 23/8": SW TYPE ZL3 C7w ❑ I WOZQ ACZA STAN RD CARBON STEEL III III HOLD DOWN (IF QT-NOT APPLICABLE) � �� � � � �� ? 3 N a i ¢ o m � ? � v 1Od x 1%" 0.148" 1%2' III III SW1 QTB OR DTT2Z MS36/CS16/MSTA36 'ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT _j 1Od, 0.131" 3" STAINLESS CONNECTORS AND SW2 QTG OR HTT4 (2)MS36/CS16/MSTA36 (2)9 1/2"LSL-1/2 _NUMBER OF KING STUDS EACH SIDE OF OPENING SODIUM BORATE(NOTE 1) FASTE ERS REQUIRED. III III , Z SHEET NO.: 10d COMMON 0.148" 3" SW3 QTO OR HTT5 (3)MS36/CS16/MSTA36 ST- 1 CONNECTORS MUST HAVE III I I( SW4 HDQ8 (4)MS36/CS16/MSTA36 NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 �7 12d COMMON 0.148" 3-/4' I I F- 16d SINKER 0.148" 3%4' ALL OTHER PT (NOTE 2) Z-MAX, G120 OR TRIPLE ZINC ( III HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) Q COATED FINISH. DEPTH OF HEADER � STRUCTURAL 16d COMMON 0.162" 3%' (INCLUDING ACQ& MCQ) ALL FASTENERS MUST BE HOT BOTTOM PLATE ANCHOR SPACING(NOTE 7) NOTES: DIPPED GALVANIZED. rr I ,1, -SW TYPE MAX ANCHOR SPACING ;•t NUMBER OF PLIES IN HEADER(1 3/4"WIDE UNO) a SPECIFICATIONS JOB NO.: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: SWI, SW2 3/s"DIA.@ 24"O.C. OR%"DIA.@ 24"O.C. . ' U 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE REATMENTS BEARING ON gW3 3/"DIA.@ 16"O.C. OR Y2"DIA.@ 24"O.C. FRAMING NOTES IRS 1368 SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIERARE NOT DIRECTLY Q F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN SW4 3/a"DIA.@ 12"O.C. OR%2'DIA.@ 16"O.C, 0 SUBDIVISION: BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. 1. POWERS AC100 TEAL, GOLD,OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE - 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY, 90 GALVANIZED NOTES: ANCHORING. QU�K TIE CONNECTOR OR THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A 0 Atlantic Beach O RS MAY BE USED INC NTACT WITH PRESSURE 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE HOLE%s'GREATE�t THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL THE HOLE IN THE CONCRETE J A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER u- Country Club SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL, HOWEVER THIS APPLICATION MUST BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF INSTALLATION. Q 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOIS URE BARRIER BETWEEN WALL SEGMENT IS IDENTIFIED AS SWI,SW2,SW3, SW4,OR SWB ON THE PLAN. 2. ALL LUMBER SPEPIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND r LOT NO.: 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. SPECIFIED FOR THIS PROJECT AREAS LISTED IN TABLE 4. THE CONNECTOR AND THE WOO MATERIAL. 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT FIRE SAFETY SY� EMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND _Z 103 EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . DETAILED BY OTF�ER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS >- TABLE 6: QUICK TIE CONNECTORS 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL', LOCATED ON THE DETAIL SHEET. LISTED IN FLORI BUILDING CODE TABLE 2304.91. U' FLOOR PLAN: 5. 2ND LEVEL SW'S-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: NOTES 1,2,3,4,5 • HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. 4. BEAMS IDENTIFI D BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 0 West Indies 5. UPPER LEVEL M TI PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO CONCRETE/ MIN. EDGE DISANCE • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. IST LEVEL STUD GROUP TO SLAB WITH HOLD 0 SYMBOL DESCRIPTION MASONRY TENSION CAPACITY DOWN. FOUNDATION WI�H4LIKE STUD PLIES. Z DESIGNED: MONOLITHIC SLAB CMU 6. FASTEN ALL MU lFl-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C. 2 EMBEDMENT 6. DESIGNATED SVVS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. STAGGERED. 0 SCP/JEF ONE STORY QTA QUICK TIE AQUA 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON. SCREW IN 1S TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. W %"WIRE ROPE-3i STEEL STUD 23/4'/23/4' 910 LB. 1 3/4' 2 Y4 ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 8. FASTEN ALL TRU x REVIEWED: ( ) 7. FASTEN ALL STU aSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS: X TWO STORY 2"x 2"x Ys"WASHER @ TOP PLT 9. ALL MULTI-PLY T USS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR LU 4.5 FT JPA 1ST FLOOR (TYP) END ZONE ❑ QTB(QUICK TIE BLUE) CONCRETE AND FOUNDATION NOTES BEAM THICKNES AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. W DESIGNATION © ONE STORY 3 , s 3 2 Y4 , 1s WIRE ROPE-e'STEEL STUD 4'/4' 1,527 LB. 1 /4 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). Q REVISIONS DATE © TWO STORY 2Y4'x 2Y4'x%"WASHER @ TOP PLT 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). QTG(QUICK TIE GREEN) 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). © ONE STORY HEADER FRAMING a 1 3 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24' LAP. [G-1 - WIRE ROPE-� STEEL STUD 4' /4° 2,839 LB• 2/4' 2 /a" m G- TWO STORY 3 @ 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. 1. ALL HEADER JAC SAND KING STUS SHALL BE FASTENED TO EACH OTHER WITH 2 ROWS 10d COMMON 8 " 3"x 3"x /6 WASHER TOP PLT ( ) @ � QTO(QUICK TIE ORANGE) 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. O.0'STAGGERED. LLI O ONE STORY 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: Z 10 WIRE ROPE-e'STEEL STUD 6"/6" 4,455 LB. 3" 3" FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF •- SHEATHING 10 MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. TWO STORY 3"x 3"x 3/161,WASHER TOP PLT MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. . @ ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d 0 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND COMMON @.3"O.C. W NOTES: SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. • EITHER TOROR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING 1. POWERS AC100 TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF MUST BE E49E NAILED TO CONTINUOUS PLY OF PLATE z 2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. THIS CONDITION EXISTS. •' N0.2 SPF;HEjADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END 3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN AB DVE. REFER TO 10. TO CONTROL CRACKING,CUT V SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR 3. TOP PLATE TO'HEPDER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR W TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. ALTERNATIVE METHODS. OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): 4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM .. HTS 16 W/(1 Q)1 Od x 1-Y2"@ 16"O.C. • EXTERIOR 2x4 WALLS: ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, .•' MIN 18 GA.t101L STRAP WRAPPED OVER TOP PLT W/MIN(5) 10d x 1%"INTO EACH SIDE OF HEADER OR -QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENING OR SHEATHING CONTACT THE ENGINEER OF RECORD. • PEX FASTEN TR4SS DIRECTLY TO HEADER W/MTS OR HTS W/(14)10d x 1-%"(OR EQUAL APPROVED BY EOR). (~j SPLICES, NO ADDITIONAL STUDS ARE REQUIRED) 4. FASTEN ALL HEA4ERS TO KING STUDS WITH(3) 8d TOE NAILS PER SIDE. L- -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WAL FRAMING STUDS). PRE-ENGINEERED TRUSSES & I-JOISTS 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. Q • EXTERIOR 2x6 WALLS: �1jr��,3� 3A19.96 -NO ADDITIONAL STUDS REQUIRED AT QTB/QTG LOCATIONS. 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE ���%+cpT-RUPTURA �q I., -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WAL FRAMING STUDS) SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH �- �� '�,ENOyNE tipd 5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK IE CABLE. ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ? ` Y ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER OPEN I NGS > 6 OPENINGS IN 2x4 STUD WALLS GREATER THAN 6'REQUIRE A(2)2x4 NO.2 SPF PLANK ORIENTED O • 8 td�/ ; 1.R� CONSTRUCTION IS COMPLETE. 0 ,• t'a• 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING (2x4 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(6)12d COMMON TOE-NAILS AT EACH END. Z y J0 y ,< 4.5 FT CONVENTION OF THE: LAYOUT SHOWN HERE. _ U 2ND FLOOR END ZONE 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL OPENINGS.> OPENINGS IN 2x6 STUD WALLS GREATER THAN 8'REQUIRE A(2)2x6 NO.2 SPF PLANK ORIENTED U /� '0 - PLATE DESIGNATION (2X6 WALLS) O fW- WITH THE TRUSS SHOP DRAWINGS. PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/8 12d COMMON TOE-NAILS AT EACH END. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. W ��,� / � •'' ��\� 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. ��' ', 106 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE Q J �, esQri; P.E. ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. QT ENGINEERINGP. 58544 04-2 -2015 CONCRETE SLAB 6x6"WIAxw1.4WWF R 44'-11FOUNDATION KEYNOTES: GENERAL FOUNDATION NOTES FIBERMESH " 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE ° ° - = 4'-7" 23 8„ 16'-8" 8"x8"DEEP THICKENED EDGE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010 — — — — 8 MIN A W/(1)#4 CONT TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE ° SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED 28 MAX **NOTE** PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S /.//A BUILDER TO PROVIDE 12"DEEP FTG W/#4 @ 12" Q EW UNDER BOX COLUMN, RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. VAPOR BARRIER /// o o ti/ 12"MIN%\/\\/\\/\\/\� STEPS TO GRADE PER 1'-6" 15'-2" 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT \\ \/ — — — — - — — ARCH PLANS FTG TO BE PROJECTED MIN SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL — — — 6"LARGER THAN BOX FOUNDATION WORK MAY BE REQUIRED. M COLUMN ON ALL SIDES 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN (V I _ _ _ _ _ _ _ _ _ _ _ _ _ _ 16"SQx12"DEEP FTG W/ ACCORDANCE WITH THE FLORIDA BUILDING CODE CONSULT ARCHITECTURAL M N I� �' Q (3)#4 EW PLANS FOR LOCATION OF SLIDING GLASS DOORS. FOOTING TO BEAR ON 6"OPT. EXTENSION IN BRICK — — — — — — — — — — — — — — — FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN N I L -1 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. J SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. LL- 12"UNDER 1 STORY WALL I IC\I E WITH (2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 (3)#4 E 20"DEEP FTG W/ LO I I 2 — _ — — — — — — — — — — — — I I I D (3)#4 EW CONTROL JOINT (CJl NOTES: BAR IN BRICK LEDGE I I \ / N 16"UNDER 2 STORY WALL 30"SQx20"DEEP FTG W/ 1. TIMING CU 0 Cn WITH(3)#4 OR(2)#5 CONT I 2 I 2 i I E (4)#4 EW • CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE 0 _ I CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING C HIC FOOTING SECTION I I THE COURSE AGGREGATE FROM THE CUT MAKE THE CUT. MONOLIT G I 36"SQx20"DEEP FTG W/ as 4 I CUTS N IF GROUND ADJACENT TO FTG SLOPES DOWN I F MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE 4#4EW N AND AWAY FROM STRUCTURE STEEPER THAN I ( ) ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. N V-0"VERTICALLY PER T-0"HORIZONTALLY, I I NOTE 3 I 2. DEPTH M LL CONTRACTOR HAS TWO CHOICES: I I 48"SQx24"DEEP FTG W/ J 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE I I I Q (5)#4 EW,T&B THE CUT SHOULD BEAT LEAST 1"DEEP, BUT NOT MORE THAN 1 %4'DEEP. LL C) OF EOR TO PREVENT EROSION OF SOIL. I I I � 3. SEALING J � lf) 2. USE STEMWALL FOOTING — — — — _ - — — — — — — _ _ — — — — _ — - I I THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC Q) ; - ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. z 3 0-64I 6 I I I O � (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF Q OR FIBERMESH I I N DRIVEWAY SLAB OR A -2 PAVERS,SEE ARCH SLAB W/THICKEN ED nj (i3 EDGE PER PLAN \rte\/�\/�\/�\//\\///' . . a' a.a :• //\//\\ \r�\r\� CN CP > O VAPOR BARRIER 16" 3 BEARING WALL FOOTING SECTION I I /\\/\//\\/\ /\\/\ // / STEMWALL BEYOND AND Q CONCRETE FTG,SEE PLAN 6'-8" 3'-0" 8'-2" 6 9 12'-6" I �\ z 6 I %\\/ CD • . \�j�\/�/ O j I I j \\j cn - - - - I- -� r � - 3 - - - - - - - - - - - - - - - - - 1- I GARAGE ENTRY CMU STEMWALLSECTION LID x z 20} 4"CONCRETE SLAB W/ J I L — — — — I I 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK It a (3 0 Q z T a ui _ _ _ _ _ -I F — FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 � Q ❑ N w ❑ w L. a z 6X6 W1.4 x W1.4 WWF OR I — wo - FIBERMESH J q L J I I I I COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS I N o p z I Z L3 m o 0 Ul 0'0"A.F.F. I I MAY BE OBTAINED FROM THE ENGINEER OF RECORD. I� } a a z w � m -j z w o 36"x 24"x 20"DEEP FTG I SEE ARCH. I 2 3 @ 3 I 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY w w - o m ❑ -o--a =-- a-- w/#4 12"O.C, EW i O a > o - ❑ m LID a ° �a DWGS. I I I I I _ ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Z o a w ❑ w w w p Ino 8"MIN I I I U) z � ❑ arww � NNmoz � I I I 4"CONCRETE SLAB W/ w Qat Q [� m = wwN � u� wa OR FIBER MESH I- = 0 Q ❑ a a a w 0, ❑ I 6x6 W1.4 x W1.4 WWF Z Qwl- NOWF � lwZzQv 8"x8"THICKENED 8" I ( � 0 w a z a v ❑ X w a 8"CMU CHAIR BLOCK W/ U) 4 z w ❑ z w a p - o FTG AT STEP-DOWN, I I - TOP OF SLAB (1)#5 CONT. � w 2 w 0 0 Q SEE PLAN VAPOR BARRIER I I N I `- I I ------ zQQX� Oo � ❑ m � < 0z • 0'-2" I ---------- w z o w I- z Q F w m_ a - fn W - r, _ z Z w ww ¢ �a2lw- o � � Z6ww 5'4" 8'-10' 3'-0" 6'-1" 5'-6' 3' 8' ( 5'-4" 7' 0" I \ //\/�\/ O Z z w } w Q � z z -' v ❑ w o 4 CURB STEP SECTION `" - ` • I I VAPOR BARRIER /\\/ I c0 Lo zp0z � � mwa � m ? ZFF I w wwJamzW �Ql- Z3 � Q i\/ I � ❑ 2mwL� l- `� � � � l � w Q IQz � zI < Ll wQL 3 3 I I #4OR#5VERT REINFORCING --��T /\\/\/ / 0 FznQp � � � o =0wwza UP TO 3 COURSES: 72„O.C. \//\/ //\//\/` ❑ w a ❑ Q - - S _ \ \ � ml- ? 3Nau�iQom � ? nn •:, I o -� � � ;�, I I I „�,�,�.� �, 4 TO 5 COURSES: 48 O.C. SHEET NO.: 6„ - I i -� _ S I I I I t �,�/ •�. b //�i o ST-2 N0 4 0R N0 5 @18"O.C. 4"CONCRETE SLAB W/9"BEND @ BOTTOM I 4 I I I I \\\r/ /\\ \\�� ADDITIONAL#4 OR#5 IN FOUNDATION W/6x6 W1.4 x W1.4 a I I �' I /% BRICK LEDGE Q FOOTING TO BEAR ON FIRM /\ / WWF OR FIBERMESH VARIES I .' I UNDISTURBED SOIL D_ PLAN 8"MIN I I I I I N w 6 I "' I VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE O JOB NO.: p a II I i II II � NOTED ON FND PLAN MAX I— - - - - - — _ _ - - - - TO HAVE 6"BEND AT BOTTOM Q L I CAST-IN-PLACE FOOTING SPECS a 12"MIN./ //\//\//\//\r — — _ — — — — — — — _ — — — — _ — — — — — I �— I� STORY:8"x 16"W/(2)#4 OR(2)#5 CONT SUBDIVISION: VAPOR BARRIER /� /\\ 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT O Atlantic Beach \//\\ i M I 2 I I I I w Country Club 6"OPT. EXTENSION IN BRICK CMU STEMWALL SECTION - LOTNo.: LOCATIONS ON FND PLAN I zo 1° I 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK z 103 � I i FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 12"UNDER 1 STORY WALL I I COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS Ur FLOOR PLAN: WITH (2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 I I I — — I MAY BE OBTAINED FROM THE ENGINEER OF RECORD. West Indies BAR IN BRICK LEDGE O 16"UNDER 2 STORY WALL I I —I I I I I 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY J ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. O WITH(3)#4 OR(2)#5 CONT I I I _ _ —� Z DESIGNED: I I I 4 0 I I 0'-0"A.F.F. U SCP/JEF GARAGE EXT WALL CURB SECTION I I I I (BEYOND) 11 U BLOCK W/ W 4"FLOATING CONCRETE w (1)#5 CONT I- REVIEWED: h — SL_�B W/6x6 W1.4xW1.4 Q X w JPA �F OR FIBERMESH > >.;� _ � z Q REVISIONS DATE I I L - - - - — — — — — — — t — . ... b >.:a.� w FINISH X io GRADE Q w 6x6 W1.4 x W1.4 WWF OR I I I ST-7 I #4 OR#5 VERT 4"CONCRETE SLAB W/ REI \\ °• I ,. j FIBERMESH ,' I I I I I I o MAX 72"O.C.� % \ ..•I.��. \//\\j�\\//� 0'-0' A.F.F. 7 I o \ ° Io _ SEE ARCH. I N \�.• -�:--° I Q °--a-a wGS. I I I I r� - Z W 1\ 4 ° ---- a I I I I I I \ \ // a • Q / / I TO BEAR I I FOOTINGUNDISTURBOED SOIL ADDITIONAL#4 OR#5 0 —Y- - - - - - - - _ _ _ � IN BRICK LEDGEPEX VERT REINFORCEMENT TO I— HAVE 6"BEND @ BOTTOM 4"OPT BRICK LEDGE () VAPOR BARRIER I I - - - - - - - - - - - - - - — - - J NOTED ON FND PLAN 12"UNDER 1 STORY WALL — — — — — — — — — — — — J SEE"PIER ELEVATION `" CAST-IN-PLACE FOOTINGS. ECS Q L - - - - - - - - - - WITH(2)#4 OR(2)#5 CONT DETAIL",SHEET ST-7 `V 1 STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT (q I 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT STRUCTURAL 16"UNDER 2 STORY WALL WITH(3)#4 OR(2)#5 CONT16-6 �- �� �deLN` FN€ xR,JVG 2'-61.. ., , � sae Y r"� fie+ 2 8'-3" 1'-11" 8'-3" 2 4'-11" 16-6 O <F �> CMU STEMWALL SECTION -� t� ��•• ti� Al'�� 6 BEARING CURB STEP SECTION 23'-6" 21'-5" 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK ZY° J� 54 °,•® ' FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 (�� COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 44'-11" MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY X, °1 ATS /4 If 11011 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. W'o " 't` FOUNDATION PLAN QT ENGINEERING ' _44=G9?a15 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 6x6 N0.2 SYP PT POST, SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL ............................... .............-1-111-- ............... �..................................... ......................................... ................................- (2)TOTAL SW2 __.... .. SHEET. - - Cn . -- -- -- ----- -- GABLE TRUSS J O ._. _ ._. _... .. ._ ._.. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING' -- - - BOTTOM CHORD TO SW DA. IF FLOOR TRUSS ALIGNS BLTOPPLATE WVE SW, C Odd @ 3"O.C. _.. @N �:- .-.-- ---.-.- .... ..-.- ---'. ... - ... - B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH M (2)2x8-1/3 FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. J O LL ' 4. PORCH BEAM FRAMING NOTES O WSPHDR (2);2x12 A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. � ® CU NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 113 WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT d N ELEVATION. 3%2'MINIMUM BEARING REQUIRED IN WALL. PORCH O SW3 2 STUDS LL o BEAM TO STUDS W/MS24, HTS20,OR MSTA24. NOTE 6 QTA k N E B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N NOTE 4 PORCH BEAM TO TOP PLT W/MS24, MTS12,OR MSTA24. 14 LL —-- -- O O ----_--- .. s C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. nj (3)2x12-2/3 PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR O -PLANK HDR SILL PLANK HDR SILL _ TO JACK/KING w/(3)2x10 NO.2 SYP TO JACK/KING R J PORCH BEAM BEAM TO POST DOWN STUDS W/MS24, MTS12 O MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24. GROUP W/(2)A35 PLANK ORIENTED GROUP w/(2)A35 +_ HDR SILL ■ (2)2x6-1/1 D BEAM ATTACHED TO EXISTING FRAMING z ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS O W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Y Cn (2)2x6-1l1 U F; 5. HIGH UPLIFT WALL: INSTALL QT @MAX48 O REQUIRED A B M .C., R � AT THIS SECTION ONLY ___.-. T 6. WALL MUST BE FRAMED AS 2x10 0 - _... (a .................................. ....._.. ........ ._ 7. SHEATH CONT.TO 2ND LEVEL DBL TOP PLT H 8. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION",SHEET ST-5 0 9. HORIZONTAL BLOCKING&STRAPPING TO MATCH WINDOW TOP&BOTTOM F- SILL/DOOR TOP SILL FULL LENGTH OF SWB REQUIRED 1 AST SHEATHING TO ALL 0.BLOCK ALL PANEL EDGES OF SHEARWALLS; FASTEN SHEATH ° FRAMING MEMBERS/BLOCKING w/8d COMMON @ 3"O.C. EDGES,6"O.C. FIELD U Y (2)2x6-1/1 Q d. SW3 SW3 z NOTES 8&10 ° rA) A 3%"x 9%4 LSL-2/1 (3)9%4'LVL-2/1 O O B A ij 0--77=0 _... rJ7 2 STUDS O wo It W m z 7 0 - - QTB 0 —U, ¢ 7 N0 pz � wN "- wi,. ¢ Z p - w Y F w ❑ I D d' v - Z U O J U1 O ❑ _ F- u] 0 Ln N 2 2x6-1/1 - z U � 2 2x6 1/1 _ w ( ) 0 - w ¢ - o v. F F- w w m tY � a - F- 00 F w � > DWwwLLNu] - 0 _. L— lJpwW � zWF4 w - U � = -- _ -_ 1 . Zaoa � w � NJmZzLl (2)2x6-1/2 ( W ¢ w F ¢ o w F I w w 0 U1 L a Z < (� X12- OQ � W0zL. IL ¢ I- Z L - X MIN 7 N0.2 SPF STUDS o w w I p o 0 w � p ¢ w BELOW BEAM I -:. - -- z ¢ ¢ X�Li OpQO � � < oz r_ W ww0wX ¢ wU ¢ wN_ w _ FASTEN STUDS TOGETHER [7 W/(2)ROWS 10d @ 8"O.C., W a w U m z Zw ¢ waazz � zmI- z ___... .. z 0 - - a ¢ 0 STAGGERED � I � Q Uor� w •QTG WITHIN 3" -- B; U [7 0 0 z } a w w a D m Z F 1= SW3: F z WZ � amz - a¢ Nz3 � W - F NOTE 10 wQ0 MWOF � Qa 2 STUDS C9 I O G I O I -...... _ (2)2x8-1l2 .. p I z P F- Y � z w O w F¢ Z U ¢ - U M 0 I w p zVi ¢ QTA o � .. . UF- _ 3Na. U) < F _ UU 1 : B r --------- Q `° i SHEET NO.. ST-3 W ° z � STRUCTURAL i (2)2x4-1/1 FRAMING PLAN ( ' .. ._ _ _ (:... ._ __..._ OB NO.: _ B 23 TUDS wo __ .. . o RS 1368 ff p O � 3 STUDS /-� "I O SW3 O - SUBDIVISION: QTG ------� w NOTES 3&10 O Atlantic Beach QTA m :�2 2x8-1/1 Country Club ( ) Q (2)2x6-1/2 `,, LOT No.: z 103 (2)2x6-1/2 - 3 0 ;.. ,.. _._... - Ur FLOOR PLAN: r ° West Indies ® Q o Z DESIGNED: ®__. ........ _.2 2x8 ; w SCP/JEF i (2)2x6_111 (2)2X6-1/1 (2)2x6-1/1 A E- REVIEWED: NOTE 4 ........_. ... ..... ........ o �Oo _ o W JPA WSP HDR-0/2 m _ W 3 STUDS w p SWB Q REVISIONS DATE HTT5 NOTE 9 3 STUDS iz j HTT5 m 0 WSP HDR-0/2 W Z ST-7 W W ST-7 � 'Y Z ° ...................................._.._....... PEX— (2)2x12-1/3 (2)2x12 1/3 F IL GARAGE DOOR DESIG � GARAGE DOOR DESIGN L__ _J WIND LOAD(PSF): L _J WIND LOAD(PSF): L _J Q +20.45/-24.22 +20.45/-24.22 U) STRUCTURAL SHEATH BOTH SIDES G1 G1 SHEATH BOTH SIDES OF GARAGE RETURN ST-6 G4 OF GARAGE RETURN E�N�IF�F�RG ST-6 Ey , Zai U, a. fT. , - �. 1 7J FIRST LEVEL STRUCTURAL FRAMING PLAN — � �'��� , ; .Z j a�, Soy; � QT ENGINEERING +'��10 5p.544 .� x'30-0�/04-29 M 5. I ROOF FRAMING KEYNOTES r_1 i___..... -T ___......................................­­..............­­...­­­­­­­...............___........­­­­­........................�...._1-1-1-11- �.....__...____......�.........__.......�......___.___.....__........�.......�..............................___.-.......__.__ _... - ...­ - .- .. -.... ...... ... ...�.........._...�.......�...___....................................................- i 1-1 11.11.47 : i NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN i � 241701 - - : 16811 ; : 1. PRE-MALINFACTURED SHEAR PANEL ANGLE&LATERAL BRACES MAY BE OMITTED FROM GABLE 9 INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED FRAMING PLAN e SHEAR PANEL TO SW DBL TOP PLT W1 10d @ 3"O.C. __-­ 1______-____-___,_____ e FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. (n I i Co C) . i . 1 2. TYPICAL BEARING BLOCK 3 : N : : . a) - - __ - 4 ­ ­...;_.........................-..... ---.-. __......­............: . * - - - .... - - - _..........�............................... .............................I......­­­......................... = ...­...­­­I f e BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH 4 GE06 - . ...............::::�:�:::��:::::::::::::::::::::::::::::: :::.... ......­..................._____­......�...........__.....­...­­__..............................................�........­­...............................I...........................�..............­­­­..................�...�.......��.�...�......-���..,..�..�..�..� I...1-11.­� 11-��-�.­­ ­­­_­­­­_­ ­­­­­......­­­.­­­­........�......�............�............­­....�..............­­.................................I.....................�...... Cq .. N ! i i : ... (y) Cn 0 DIMENSION OF TRUSS MEMBER. co 11810 i i . a C-1 0 0 CD CD CD q : ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS _j. : . __ ­­ - - "O.C.STAGGERED. LL I . BOTTOM CHORD W/(3)ROWS 1 Od @ 4 C) I q ..................�............­...­­........................­­....­­­.............._...�.........I.......... 1-11--............................­­.­­­­..­. .......,�"' -L '! I � ; ! . i I ­­ ­­.........�...�...............11....-111.1........._ "..."'.­ I I v. I : -�,­_.,..............=��.....................--11111-........�.....................__­­­................................1111-............. . . .................................. _­.................�....�..... ......:1..................................� : ............T-..............�... ��, . �t - . . : . : : : E : i. I i - : 2 . N : . , : d . _0 i 3. LEDGER FRAMING NOTES: L0 : i I ; : : i ; . : : : : .. .: . * i T . � I t :: .I I I . : : : . I,- C I : ! a : i : F. . 0 i . : :Z . LEDGER TO FRAMING/TRUSS VERTICALS AT ; p . ; . : i ; . . . m . i i cu : . ; ; : F i :: : C14 . : : $ . . : : :1 � . : I �. I ___...........................__.....�...._.....__d I : : i i : EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX ......................­.....................­....­......�.,��.,�.�..�,�����.������ll,����."I t - - , : . I 00 I .11,11 ,111,.........................­­­..............­­­..........__...........I.......I........�............ ....­­.................�.........­­.....I-—....­­..........�...........- . 0 06 . W ; . I : . 24"O.C.SPACING) - ; : q i . i : : . : 2 : ;.o� . - . . -1...­.......�........�:­., . I "I :i I . i : : : : . . I : i : : ') : :- p -1...­.......� 01 * ADDITIONAL FASTENERS MAYBE REQUIRED AT SPECIFIED 0 . i : : : � i : : I i i 0) 0) LOCATIONS ON PLAN I C . : . : . I !! I � ; . : : " i - I : : i : ­....�.................. ...- : : t I : _-Z, __... .. _...1.1.1-1...�.........._..........�......�.......�... ��-..-.._._. .........�........�.......:_ , ­­������­­­­­­­­­­........�......1_ : : . I .. I : . -I/Sl FOR FASTENER NT �� . :! � �Z, �Z, �Z, �Z, �Z, �Z, �Z, �Z, �Z, �Z, �Z, �Z, �Z, �Z, �Z, 06 I, ��......��...............................�.............................................._...................................=_................._.q__...._... .........��... i . 0 : : i : : • SEE TABLE 3 ON SHEET ST : : : i ! i . i I ! t i I E . I C%4 PROTECTION AGAINST CORROSION .­ . "I C14 : ; : i � ! i : i ; . W t : i I : ; I I T I i I * IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK N : . t . , ; : i I � I H LEDGERS SHALL BE SECURE TO WALL FRAMING WITH co LL " i i : : ­­­...I......................_­­­.........I.....................­­­­­­­­­­­­­...__.......v........­...............­­.....i...........­...­­­­ -��.-II!���*��-:-:-:�,::--:-.:���., ­` : "I _j - .....�.............................._­....­­.........................�.......­­­­­­­­..................-p-........................­­­­­..............�...­­.....� I I . : ! : r �­ * . I i WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT . : : i : ! I �_�,______ .1............�.....�...�........: ......­­­: ....".......I...........I..................................................�............�.... ......._1�..............__'___.­ T07 LL. .1i q : .......____­­... ..�...........................��....................�...�......................................__......I.....I...I_..................�.....___...__ I 11 .., FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. (N - Y. C) I i I i i i � (D I. : I ! q i i : : - - .. . : i : i I i ­_! . I ____... . : i I ,---- _______________ T-___-____-__________ __ i : i . 1 4 1 . : : w LO d : w I : .­_­ ---____ - ����� . : - ­_______._­=;�_.. : ROOF FRAMING LEDGER: �� ....................­­­­......­.....­­­, .............................................�............�:_....._....�..._...�.......�_......�..............____.......�...- -- - - - : � 08 �­..­ ­..........==........­­­.....I.............................�...........�.... _��__ ......�.,�­­-- __����,.......... ­­­­­­__............................� ..... I ! ­­......­­­....­­­­ _j a) : : : : i : I t : � I : ......................__ , I �0 � 2x6....................(4)12d COMMON ±-! : : a I r : : i : > z : : I t z : : I : 2x8....................(6)12d COMMON I : � : =3 z 2xl 0..................(8)12d COMMON U) � � i I i 0 i . : ; t . : . I I ____q___.... . ­­­­ ___ ...................�..................?�.......�..........................�................­­­.....�........I - ­­­.­..................­­­...­.....­ -11.11. =�I..........."..1_1_1.... ..1..................�...............�....�.........................................._v-----------------------r.----_:_ :'.-­­=.__._.....�........................... I_—�-1 . ,.= ".������������������������������������..................................................................................­I........I i � I T09 I : : I 2x12..................(10)12d COMMON U) - I : � w -a 0 " O� FLOOR FRAMING LEDGER(W/NAILS): i . .. . : ; . F < i i : I / PT 2x6................(3)16d COMMON . . _.................I...............�........­..................�........�.........­­­.........­...�...­.......­....... . .........7................... ....................................................... -....-..- .....�...........�.�......I... -.1.......�.......I..........­­......�..................................�...­­­­...­...-- T10 ; ...�*...�... . .......-_­­­......................--L---........­­­.....­­­.....­­­........­...-I­ ­==­'�­�....� .. . . - . - . L. . . PT 2x8................(5)16d COMMON I (1� M PT 2xl 0..............(7)16d COMMON 0 I 1� : I I I . It m : : : : , , L, . i : : . : 'i . : . : I : PT 2xl 2..............(9)16d COMMON . : . m __ : : I .......�..............­.­­�,........­............ ­7�11 ��_ ,.''. ___.....................................T..............�.................­­..... .......: -a 1 1 . ...­­­....�....__.....__11 .1- ��­ .. . .........;=­­­­­................................................................................�..........­­­­�­­,.-T...7=.-.-z-,.- .......­_____.__��...L., t­­ -; w � . L : � : I : �__ : FLOOR FRAMING LEDGER(WI SCREWS): 0 1 ::) > PT 2x6................(3)Y4"x 4-Y2"LONG#1 4 WOOD SCREWS � U) ■ 'IT . � i I . PT 2x8................(5)Y4"X 4-Y2"LONG#14 WOOD SCREWS T_ ...... _1__=...: _ - -------�;. .......................�.................................................­­...�.....�.........­....�...­­_­­­­­­­----------.................�..............._-____.__....­...­.­......_­__­_­­­­._...___---1.-.-_.................................I...................­­­...........................­­­­..............­­,".,­­­....LL.­�.­__­ z��...��:=�.,,L.ILL---- �...­­­­.....L­­­­­.­­............................­­....____............­­­....­...­­­­...­­­...­­....1.1.11.......­...__.--___11...........................­­­­­­­......f............­­................­­­­­­­....................­­­­....�.............-...�......................................................................................... I T12 � - -----------------------; i i . . : z i .I z -X4 "LONG#14 WOOD SCREWS w : . , : : . PT 2xl 0..............(7)Y4' -Y2 It : i " I . i i i . i . i , : PT 2x12..............(9)Y4"X 4-Y2"LONG#14 WOOD SCREWS E) I I : . i � i i i ! . : q . . : 1� I : z ; . ......�.................. ­.....4 0 L'LL...L......................­�......�....­­­....................L...................­­­_­­­I--....L..............­­­­....­............................................................�.................I....I...I—........_____............:....................­­­­....­­.....-------'--L...­.......... ­...­.­­_____._­­.....................: ........==�...........�=.................................�...... .....­­....I..............�......­...................................................____.....................­­­­­­­­�.......�.....___­­__­­ �........�...­­.___..............:�..............._____.....�....�....­­..'..,....�...�.....­­.....­ .._..­­­­­....____­............. : L : I ! : : i : 4. OVERFRAMING NOTES �e i t i * ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. w : z i : . SYP MIN < : e ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 S' . I . : i : . ­........................................................­­......... ­­...­............­­­.................. 0- �. ............�........�.........................�........�..........____............._____.........Z................L...*....... * ­ L'L'L"*........................................LL.............................................................L-------- ....­*....*,LL,L.......... i 1 14 _*_,-__... . ..............-"____ - ........... •­­--------------- .......I......­­­­­­­­........................; 9 FASTEN"SLEEPERS"TO EACH TRUSS/RAFTERW/(3)16d - : : I : i p . t z COMMONS MIN. 0 0 EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT r ; : ! : " I-_ . : t i 1, I ! CONNECTOR. 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BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. cu O NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 000 WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH 00) O BEAM TO STUDS W/MS24, HTS20,OR MSTA24. B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N N � PORCH BEAM TO TOP PLT W/MS24, MTS12, OR MSTA24. co LL C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. _ N PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR O PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR W LID 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 O W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Y U 5. HIGH UPLIFT WALL: INSTALL QTB @MAX 48"O.C., REQUIRED Q AT THIS SECTION ONLY oi BALLOON FRAME WALL CONT.TO TOP OF 6. BLOCK ALL PANEL EDGES OF SHEARWALLS; FASTEN SHEATHING TO ALL 00' _ PARAPET w/2x6 NO.2 SPF @ MAX 24"O.C. FRAMING MEMBERS/BLOCKING w/8d COMMON @ 3"O.C. EDGES,6"O.C. FIELD W SW2 7. WALL MUST BE FRAMED AS 2x10 O 8. SHEATH CONT.TO 2ND LEVEL DBL TOP PLT U) ■ H � _. 9. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION",SHEET ST-5 �. oW$ _I �0 C p 10. HORIZONTAL BLOCKING 7 STRAPPING TO MATCH WINDOW TOP&BOTTOM _..._.–� WSP HDR-0/2 ! ....,. SILL/DOOR TOP SILL FULL LENGTH OF SWB REQUIRED U .......... (2)2x6-1/2 W w ----- z __. I– NOTE 8 O \ (2)2x6-,111 + dLO X 0 z 1 o Ll z Ix Ix Ul --. ... ....._..... ...... .. . ....... ....... ........... .... ----- ❑ ❑ W Z❑ 1 w i L I : L//��i V J U) 00 Z F Z U N ❑ W CJly !, ~ J 0. 0 zw -J = m -izz ❑ ...... Q1'• W WLL oaw � ww _j NOS - 1 MSTA24 (2)2x6-1/1 _— -.._ '..._. .. Z ❑ a a . z p N m z ❑ ....... a WW oz � 1 MSTA36 --- -- � Q � NHwwNONw � ... z awoQ � w � � w zQLL Y) Z Z W z �LOD W 1 MSTA24 + L7Q n Ww m ❑ Q2w H (2)2x6-1/1 I - I ❑ z O 1 MSTA36 - - X F- - I- wN�` M - z I ; '-- — i (2)2x6-1/1 o N IW m z 0 w X o z v m w w W ¢ w — U N .; i �a•r, '.e � Z zw w1EZZ J1- z0iF- ._.... _ �T 3 O Z } LLWwL N Z ❑ 1 MSTA24 Z Z wWOQmz - � Qlm- � 3 � FQ (2)2x6-1/1 �i W z - w 0 m W Q v 1 MSTA36 I ; W _ ❑ mwr� l- F_ � WnE FI � Z � � IQL3 Q _ - \ I< ZIZ I— Y7ZWDOHI- � I: U Q — U ❑ I w W Z I -- - - - ❑ w f J F I ❑ J _....................................... __._ .._.....-..-— -- v I- _ 3 Lv a m m 1- _ ❑ o � ! OJ z Q Q ❑ z — BL - ....._.. .. ._.......... ....:..... .. ................................._ _ Z SHEET NO.: o ST-4 ** NOTF TO FRAMER** STRUCTURAL SPECIAL S.V1B1 DETAILS REQUIRES N a FRAMING PLAN ADDITIONAL BLOCKING ANDry f 0 JOB NO.: - SHEATHING APPLIED CONTINUOUS v TO BOTH FACES Q RS1368 SUBDIVISION: o Atlantic Beach WSP HDR- (2)2x6-1/1 J Q _._. ... ... _. ._.... / \ Q Country Club ........... - LnJ (2)2x6 112 (2)"2x6 1/2 (2)2x6-112 A LOT NO.: _.. z 103 -- ...... .. _.............. .. ... } FLOOR PLAN: NOTE 4 2)2x8 (2)2x8 NOTE 4 NOTES 1. FLASHING&WATERPROOFING ARE OUTSIDE J West Indies (2)2x8 OF STRUCTURAL ENGINEERS SCOPE&SHALL 0 DESIGNED: BE DESIGNED&SUPPLIED BY BUILDER 2. BUILDER TO SUBMIT SHOP DRAWINGS OF C) SCPMEF SWB1 PROPOSED HANDRAIL CONSTRUCTION FOR LLI SHEATH BOTH FACES APPROVAL BY EOR PRIOR TO CONSTRUCTION REVIEWED: &INSPECTION. W JPA BALLOO FRAME WALL CONTINUOUS TO TOP W OF PA PET w/2x6 NO.2 SPF @ MAX 24"O.C. Q REVISIONS DATE •4x4 NO.2 SYP PT POST, (2)TOTAL } .EACH BEAM TO POST W/(2)HL35 �p •POST TO JOIST BELOW w/(2)HL35 0 W z O ;,• w z O F_ PEX LL.1V LL_ � 5 1 S Ff2,l RAL >_ ,s�gt�(�, E{NG N KING 41NOCyd y z 85 � 11 1 11 1 /4 1 � ' S � SECOND LEVEL STRUCT RAL FRAMING PLAN0 *�° T � .9� m �-` LL 9 .oRlc Fa � vy,�n P.E. 0585 04-29-2015 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. M 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH CV DIMENSION OF TRUSS MEMBER. M • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS J BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 00 LL 3. LEDGER FRAMING NOTES: U-) • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX � W 0 24"O.C. SPACING) d • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED C LOCATIONS ON PLAN I C • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER N PROTECTION AGAINST CORROSION E • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK �(V LEDGERS SHALL BE SECURE TO WALL FRAMING WITH LL- WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT N FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. LL p W Ln ROOF FRAMING LEDGER: 2x6....................(4)12d COMMON J _ 2x8....................(6)12d COMMON Z ■ �� $ ,r. '_ fig+ 1 � '� .......... 2x10..................(8 12d COMMON O Cn _ 2x12..................(10)12d COMMON Y FLOOR FRAMING LEDGER(W/NAILS): U A-2 PT 2x6................(3)16d COMMON -2 ST-7 PT 2x8................(5)16d COMMON _ PT 2x10..............(7)16d COMMON 0 _ PT 2x12..............(9)16d COMMON a) FLOOR FRAMING LEDGER(W/SCREWS): 0 61 PT 2x6................(3)%4'x 4-Y2"LONG#14 WOOD SCREWS �............_............. _.._......_._::..:..:::::::_ .................... .......... ._...._..__... ... .._...............__.........._...:................................_................_......._..._....._.....__......._..............._.. _......__.......... PT 2x8................ %a"X 4-%"LONG#14 WOOD SCREWS �... ■ ..... ,} ST-6 ...:: , „ 114" PT 2x10..............(7)/4 X 4-/ LONG#14 WOOD SCREWS d' 1 Eta PT 2x12..............(9)%a' X 4-/"LONG#14 WOOD SCREWS O U +: �:..._..:...... :::__ 4 OVERFRAMING NOTES `1 c ' T • ALL RAFTERS TO BE MIN.2x6 N0.2 SYP @ 24"O.C. MAX. Q • iI BE ALL SLEEPERS"TO PLANK-ORIENTED 2x8 N0.2 SYP MIN. B1 -, .. . ... - - 0 FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d Z - --- COMMONS MIN. ST-6 EACH RA TER TO"SLEEPER"W/SIMPSON H3 UPLIFT __ CONNECTOR. ---.. ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TOT ,� . ... !E i ,: ::. • W/(5)10 dam' X p ..... ...:. ... f + ...... . . ._ w w a Q . o ° . . ... _. BLE d MMONS MIN j o RAFTER SPAN SCHEDULE �i a v < N 1 N ~ a p � o Y � w � WLL p _ F- Z v p J - T LU SIZE Qaap zw � JmwzzD SPACING LO J 12" wWa � WpmwmNu] - 2x6 2x8 2x10 2x12 16 - - - - oma _ p } ZFO ..... Z � F- WJm ° T p Ll - - - - a Q [9 m 7 w w m UI a _ LU m 12'6" 15' 10" 18' 9" 22' 1" z 24" 12-11" 15- - z Qwo—Ul FFwzwQw t? 0 2EL 20 L.L./15 D.L.#2 SYP 4 (0 P z ❑ w o z_ w a p o ° ......................... ...... ........_ _. ......... ............ ... ..... �._ .. ..... ... � � w azar ❑ XJpQa ._.. w Ld --- —.-. —....... ... -...— - ...._... _._ ms 'µ m QQvIwpQ � O � ❑ � w .... - C7 :.. ti SPANSCHED Uj Ezaw F- z0< pwwLLE 9 CEILING JOIST ULE _ _..-=- - -------- -- -- --- --- -- — O.C. w Q X w - Z I ' TC3 LUMBER SIZE W w m SPACING wa a 7F pv7 ww -- 2x4 2x6 2x8 2x10 //zI� z w w IL a z z F 0_ [m7 Q w o V L9 L7 Z w Q, N Z 2 _ i0 z Wp ❑ - QRZ - ZFQ m ... w z 3 - 12 1 10 18 8 24' 7" 26' 0" W z J w w Li La q. 16" 110'-9 16'-11" 21'-7" 25'-7" Q i F Z z Q v w a p w Q 11 177 2011 — � zmQ �-� tYi � ❑ 1 wOZQ = - - - - - - - — - - 0 G'E0 .::: -. N ....::: - ._.. ........... .. _ - 3 10 L.L./5 D.L.#2 SYP n f- ? 3 N a m Q ❑m ? n n L�. ............................................ ............._.. _.. ........ — — - 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z SHEET NO B1 BUILDER IN ACCORDANCE WITH FRC R302.12. 0 ST-6 02 ST-4A -- ROOF FRAMING --- o LO �- PLAN 1- - ................ __----- O JOB NO ' RS 1368 SUBDIVISION: c . i _. 2x6 NO.2 SYP O Atlantic Beach _._.... GE9 ............. — LEDGER, SEE NOTE 3 Country Club U- 61 — _- -_ Q ............... . . ..... .. ST-6 _ _. . _.._..._. Z 103 _ — ......._. . ... .. ... .... ............. }t FLOOR PLAN' I— __ A-2 _ o West Indies 0 ST-7 z DESIGNED: ... . ... ..__.._ T.. CD 0 U..1 W SCP/JEF H REVIEWED: D sT-7 w JPA ........._..... i B! i it 4 p} # ii 12 8 . ._.... . .........._.. ........, . ...... ..._. 9 . ... .411 _� .. ...__ 3 < REVISIONS DATE 0 O w TRUSS ENGINEERING NOTES: Q z •' UNLESSSPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL p TRUSS TSO TOP PLATE CONNECTIONS SHALL BE ACCORDING PEX TO THE TYPICAL WALL SECTION SHEET. • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING Q STRUCTURAL �- ,�agj��I��VrItyE�ERING + ��Y p ��/�/j i 1z,01 ,p®,© • I'Jo 5 44 r IV J SECOND LEVEL ROOF FRA ING PLAN 1 /4 = 11011 ,f Cy 3 STATE r �� �. `.Qa'ffr, P 0 P.E. SAO p 544 T �ly�i��FL �20 5 TRUSS OR RAFTER TO 2XNO.2SYP BLOCKING TOFIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE _ TIGHT BETWEEN TRUSSES,(3)10d QT CONTINUOUS FROM 2ND (2)MTO HEADER OR TOP PLATE W/ N R OR COMMON TOE-NAILS @ EACH END 1 . PLACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBL TOP PLT O S B QTA W HEADER TLOK06, UNO ON ROOF BELOW FRAMING PLAN SHEATHING TO BE CONTINUOUS TO HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS P. BLOCKING, 3/4"BETWEEN WOOD PANEL AND CENTER LOCATED DIRECTLY OVER STUD COLUMN. J FASTENERS 2. PLACE QT's WITHIN 3" OF BEARING WALL END STUDS. III oo III TRUSS OR RAFTER TO TOP PLATE W/HA4LU IIII I IIII Cn OR TLOK06, LINO ON ROOF FRAMING PLAN o " 3. PLACE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT III III ch MINIMAL UPLIFT WALLS") III III N EXTERIOR WALLS:QTA @MAX 8FT O.C. FOR TRUSS 2x6 x 6'LONG NO.2 SYP III I III N SPANS OF 20 FEET OR LESS.QTA @MAX 48"O.C. OVERHANG RAFTER 4. PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. III III <4 (D FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.O SCABBED TO TRUSS TOP 2x6 x6'LONG N0.2 SYP 5. QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED -� ON PLAN. SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 10d @ OVERHANG RAFTER III TYPICAL TYPICAL TYPICAL o LL ON SHEET ST-1 FOR TYPICAL INSTALLATION. 6"o.c., sTAGGERED; u.No. SCABBED TO TRUSS TOP HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ IIISPACINGUNO SPACING UNO SPACINGUNOIII CHORD w/MIN(16) 10d LO INTERIOR WALLS.QTA @MAX 48"O.C. U.N.0 ON COMMON NAILS 18" O.C. MAX MIN (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11" PLAN,SEE TABLE 6:QUICK TIE CONNECTORS ON EMBEDMENT I I( III ® cn SHEET ST 1 FOR TYPICAL INSTALLATION IIII TYPICAL QTA @MAX d TRUSS OR RAFTER TO TOP 48"O.C., MIN(1)PERCD STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W/HA4 OR TLOK06, LINO III III m WALL STUD SPACING. ROOF BEARING ONLY. ON ROOF FRAMING PLAN ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS III III SHEARWALL WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF III SW SW III ROOF(QTA LOAD BEARING RED FOR04 1 . GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES ( WALLS ONLY) N - STANDARD HEEL CONDITION RAISED HEEL CONDITION DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS MAX 48" O.C. OR PER TABLE 8: III III co 0N (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) @ SPECIFIED SHEARWALLS, SHEET ST-1 . IIII I III) LLi o 2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY III III LO J W STUD SPACING PER BE EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD TABLE 3: MAXIMUM Z EXTERIOR WALL STUD FASTEN BOTTOM PLATE TO GABLE 1 �� „ SPACING. ROOF AND TRUSS W/10d COMMON @ 6"O.C., LINO. AT APPROXIMATE MIDSPAN WITH A /2 BOTTOM PLATE ANCHOR AND 2 SQ WASHER AT CABLE CONTINUOUS U) FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL INTERIOR WALLS:QTA @MAX 48"O.C. U.N.0 DBL TOP PLT TO Q ON PLAN 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE SLAB 77777-77= SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER IIIEEL IIIC4 cu _ TYPICAL: BOTTOM PLATE TABLE 8: SPECIFIED SHEARWALLS, SHEET ST-1 . IIII IIII Lu TO RIBBON BOARD W/10d I- O ;. COMMON @ 6"O.C. FLOOR TRUSS III 2ND FLOOR END BY OTHERS GABLE FLOOR III f ___ ._I_ III STUDS TO 1ST ■ TRUSS BY OTHERS HEADER TO TOP PLATE III III FLOOR HEADER W/ CONTINUOUS 2x4 CONNECTION PER HEADER (2)MS36/(2)CS18 CK CK RIBBON BOARD FRAMING NOTE 3 ON ST-1. III III WITH(9) 10d EACH 2x4 NO.2 SYP DIAGONAL BRACE @ 48" NOTE 3 III III END OR QTA 77 O.C. DIAGONAL BRACE TO FLOOR NOTE 1 &2 IIII TYPICAL IIII Y WOOD FLOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE W/(3)10d COMMON TOE-NAILS AT EACH END. I I(SPACING UNO TYPICAL QTA @ MAX Q FASTEN GABLE TRUSS TO DBL TOP _ III III 48"O.C., MIN(1)PER �- PLATE W/8d COMMON @ 6"O.C., LINO III IIII O SHEARWALL Z III Gv'W III ROOF LOADIRED FOR WALL SECTION AT FLOOR III BEARING WALLS PERPENDICULAR FLOOR TRUSS CONDITION ALT. WALL SECTION AT FLOOR .... ......... ......._ ....... _._... ....... _...... _..._ LII IIII ONLY) U) PARALLEL FLOOR TRUSS CONDITION IF REQUIRED QT Z (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) III III N w w 70 (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER ADDITIONAL STUDS a Q ❑ THAN OPENING IIII III REQ. IF QTO,SEE � Q D m ❑ 0 W w Q Z WIDTH, PRESERVE p w Y I- w ❑ TYPI AL IFT QT SPACING AND DO III III TABLE 6:QUICK TIE � N o 0 z F z p m 0 p N BOTTOM PLATE I ANCHORS, SHEET } a p z W 9 _j m -j z z 0 CABLE NOT INSTALL QT STA al- ww pmQTQOww EACH SIDE OF III ANCHORS @ 24" III O w w a > 0 N w w 0 n GABLE END TRUSS OPENING(U.N.O. ON III O.C. MAX III Z paw ❑ ww � p �` m � p � PLAN Cn p ❑ m � F � � } wz ❑ TYPICAL BOTTOM PLATE ANCHOR @ MAX ) W G a Q N = w w m m W 48"O.C. EXCEPT AT SHEAR WALLS. SEE TLOK06 @ 32"O.C. 0 p TABLE 8:, SHEET ST-1. (8"EMBED INTO Z Q = OQ � aaF � � zWo � STEMWALL,6"EMBED INTO CONCRETE STUD SPACING PER 0 �.... � Q � ZF- Zw ❑ Zl� XOFp EXCEPT AT HOLD-DOWNS. SEE TABLE 7: TABLE 3:MAXIMUMED CORNER INSTALLATION . p w a = p p 0 w ❑ p Q w EXTERIOR WALL STUD (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90°&45°CORNERS)ec z Q Q x I- p ❑ '� Q ❑ z SPACING. ROOF AND LLI a w a w X Q W Q m w m FLOOR BEARING. 2x WOOD STUD WALL 1. (1)QUICK-TIE ALLOWED @CORNERS OF TYPICAL WALLS W/ TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR Z W w a W& F p p p Z w W a (2)2x TOP PLATE OVERLAPPING PLATES. max. SHEARWALL OVER HEADER SHEARWALL _ } z Q 0 a ❑ Q w o ° °4 QUICK TIE TO FOUNDATION 2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP ( Z z W o Q m Z N M Q � Z 3 F- Q a / / / PLATEovERLAPSTHELowERTOPPLATE. Kik; TYPICAL UPLIFT ANCHOR INSTALLATION FOR w w Z o - w w Q w / / / / / 3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE w - t7 w [7 H �_ m w /��' /\ \ \� \ \ \ EACH SIDE OF CORNER � zwwwwHm /�/�/ /�/�/�/�/ S ECON D�FLOOR WALLS AND SHEARWALLS Z W Q - 1- ❑ = w o Z ADDITIONAL � ,- n� ? 3Na � Qo�7Iz- ? S � NOTES ANCHORS PER P 1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL HEADER FRAMING �- NOTE 4 ON ST-1. z SHEET NO.: ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). O ST-5 2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR %"DIA.THREADED ROD QUICK TIE TOP PLATE TYPICAL`HEADER ELEVATION IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON Y2 DIA.x6"LONG TITEN HD INSTALLATION AT GABLE WALL SCREW ANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS 'fi � TYPICAL WALL MUST BE USED IN STEMWALL FOUNDATIONS. 3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES. MIN 1 3/q'OTHERWISE. NOTE:AT GABLE END WALLS, QUICK TIE REQUIRED ONLY AT I � �/"DIA HOLE /a"DIA HOLE /a'DIA HOLE 1"DIA HOLE EPDXY OVERSPILL 0- SECTION FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE CENTERED 3/a'HEX NUT CENTERED 3/a"HEX NUT 0 QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. CENTERED %"HEX NUT CENTERED 6/"HEX NUT �"QUICK TIE JOB NO.: IN TOP PLATE 2"x 2"x Ya"STEEL WASHER IN TOP PLATE 2 Y4'x 2 Y4"x%"STEEL a WALL SECTION AT FOUNDATION IN TOP PLATE WASHER a STEEL IN TOP PLATE WASHER 6 STEEL P.T.2x BOTTOM PLATE IRS 1368 WASHER (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE _ MIN EDGE DISTANCE Q ri 0 SUBDIVISION: INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL O Atlantic Beach 13/"DIA s „ EXTERIOR EDGE PLAN VIEW J WALL SECTIONS PLAN VIEW 3 PLAN VIEW WASHER PLAN VIEW WASHER PLAN VIEW OF CONCRETE Q Country Club TYPICAL 5 10d TO O / HEX NUT %" HEX NUT w/13/8'DIA 5/a" HEX NUT w/13/4'DIA LOT No.: 3/g' HEX NUT TOP PLATE 7/8'DIA HOLE 7/a"DIA HOLE 7/"HOLE WASHER 1"DIA HOLE WASHER �" z 103 3 3 g QUICK TIE EPDXY OVERSPILL CENTERED 2"x 2"x Ya"STEEL WASHER CENTERED 2 Y4"x 2 Ya"xYa"STEEL CENTERED 3' x 3'x/1e'STEEL CENTERED 3"x 3' x/6"STEEL - LS18 STRAP IN TOP PLATE IN TOP PLATE WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER Z'DIA HOLE IN P.T.2x BOTTOM PLATE } FLOOR PLAN: _�rI FASTEN BOTTOM PLATE TO BEAM(OR (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE I (2)2x TOP PLATE BOTTOM PLATE �' GIRDER)W/10d COMMON @ 6"O.C., UNO. (5)10d TO 0 West Indies WALL SHEATHING TO BOTTOM PLATE, SEE TABLE 2:WOOD STUCTURAL STUD PANEL SHEATHING REQUIREMETNS ON SHEET ST-1 FOR EXTERIOR 3. EMBEDMENT � DESIGNED: s QUICK TIE _ C � LIEU OF STEEL SWEDGE CP� BELOW MAY BE USED IN a S JEF li WALLS.ALTERNATE STRAPPING METHOD B 3/8'QUICK TIE Ye�QUICK TIE 3/ QUICK TIE /s QUICK TIE � �� � �� e " 5/,8'QUICK TIE W SHEATHING FOR INTERIOR WALLS. / QUICK TIE /4 QUICK TIE / QUICK TIE STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO I- REVIEWED: ALTERNATE STRAPPING METHOD FOR WALL TO BEAM,HEADER,OR FOUNDATION FOUNDATION FOUNDATION FOUNDATION CONCRETE GIRDER FOUNDATION w JPA TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION MIN 2500 psi ELEVATION n" Q REVISIONS DATE TO BEAM/GIRDER BELOW WITH MS36(OR CS18) W/(18)10d COMMON @ 32"O.C. 1 QTA(1/8")-TOP PLATE CONNECTION 2 QTB(3/16")-TOP PLATE CONNECTION 3 QTG(1/4")-TOP PLATE CONNECTION 4 QTO(5/16")-TOP PLATE CONNECTION 5 QTA(1/8")-BOTTOM PLATE CONNECTION KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO BEAM/GIRDER BELOW WITH MS36(OR CS18)WITH m (18)10d COMMON.3 EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL STUD TO TOP PLATE CONNECTION SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAMlGIRDER 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP 1s QUICK TIE P.T.2x BOTTOM PLATE Y4'QUICK TIE P.T.2x BOTTOM PLATE 6�s QUICK TIE P.T.2x BOTTOM PLATE z BELOW WITH(2)MS36(OR CS18)WITH(18)10d COMMON SIDE VIEW FRONT VIEW FRONT VIEW EACH. PLATE CONNECTIONS AT THE END OF SHEARWALLS AS _ MIN EDGE DISTANCE _ MIN EDGE DISTANCE M MIN EDGE DISTANCE TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED O NOTES: WELL AS AN ALTERNATE STUD TO TOP PLATE 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN N W WOOD FLOOR ALTERNATE TO E SPH4/6. " 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR RNAT TH TRUSSES BY EXTERIOR EDGE EXTERIOR EDGE EXTERIOR EDGE Q OTHERS WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE OF CONCRETE PLAN VIEW 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 I EACH SIDE OF OPENING. AS THE LS18. 5/6"QUICK TIE �6"QUICK TIE Y4"QUICK TIE /"DIA HOLE IN EPDXY OVERSPILL 20 O SECOND FLOOR TO BEAM OR HEADER CONNECTION EPDXY OVERSPILL EPDXY OVERSPILL a . _ 2'DIA HOLE IN P.T.2x BOTTOM PLATE 9/s"DIA HOLE IN P.T.2x BOTTOM PLATE BOTTOM PLATE P.T.2x BOTTOM PLATE BOTTOM PLA E BOTTOM PLATEPEX 1-R 1-112" I- 3 ° U ,' �°o °000 OR OR - * GREATER t GREATER u- 8'QUICK TIE EMBEDMENT %"QUICK TIE QUICK TIE Q TYPICAL WALL SECTION NOTES: EMBEDMENT STEEL SWEDGE EMBEDMENT STEEL SWEDGE STEEL SWEDGE 4 _ 5"TRUCTUL 1. ALL TOP PLATES ARE TO BE BUILT WITH (2) 2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED (UNO). Qa `� v . `� > ,y�� N..... 1, G, MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. CONCRETE O , ,�``.•°`� � IS °,• s ��� TLOK06 TLOK06 TLOK06 . <� f� CONCRETE CONCRETE �_ 2. 1 ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. FOUNDATION 0,, . �,� >a 44 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. FOUNDATION FOUNDATION MIN 2500 psi a MIN 2500 psi ELEVATION MIN 2500 psi ELEVATION " k 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS ELEvaTION TLOK06 TRUSS TO DOUBLE LLL 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BEI-OW WINDOW SILL BLOCK ' SWAT 6 QTB(3/16")-BOTTOM PLATE CONNECTION 7 QTG(1/4")-BOTTOM PLATE CONNECTION 8 QTO(5/16")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION LLI ��� � f1 a.-�i•a .� ., QUICK TIE CONNECTION DETAILS QTQ ��� �� ��8544P:E. ENGINEERING 04-29-2015 KING AND JACK STUDS PER ENGINEERING (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO GARAGE DOOR BUCKIJAMB NAILED OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT TO STUDS W/(2) 16d COMMON OR APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TRUSSES. ;..,:;..s•;:;<c' ;:::.;:.::.:.:.::,. 12d CC NAILS @ 16"O.C. 2x NO 2 SYP NAILER FASTENED 7 Y4"MAX 16"MAX CONTINUOUS LATERALRESTRAINT TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. WEATHER STRIPPING/STOP (CLR). QUANTITY AND LOCATION COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO �— DEFINED BY TRUSS SHOP DRAWING. ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS GARAGE DOOR OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)10d W/10d COMMON @ 3"O.C. 11 11 11 11 COMMON TOE-NAILS. N "r TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD N APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE J 7/16"OSB SHEATHING FASTENED 2x6 SYP GOAL POST ATTACHED /// / I o SIDE OF WEBS MADE OF MORE THAN ONE PIECE, �pLL FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH TO NAILER W/8d COMMON 3' STUDS W/(2)ROWS OF 3-C" NNOTE:LIEU OF SPECIFIED DECK SCREWS FOR DO SO WITH OVERLAPPING BRACES N ( ) ( ) OTHER WITH 2 ROWS OF 4 10d OTHER WITH(2)ROWS OF(4)10d O.C.AND TO DOUBLE TOP PLATE GALV DECK SCREWS @ 12"O.C. L GOAL POST ATTACHMENT,THE GARAGE LIKE THIS(TYP EVERYWHERE) _ W/8d COMMON @ 3"O.C. N ® W COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD DOOR SUPPLIER MAY SPECIFY A FASTENING FASTEN TOP PLATE TO EACH GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK00 OTHER WITH(2)ROWS OF(4)10d PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, '/16"OSB ATTACHED TO STUDS ��6"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD SPECIFICATIONS THROUGH THE GOAL POST. 0 WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" C O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C. IN FIELD. 1/6"OSB ATTACHED TO STUDSTRUSSES NEEDING BRACING N E WITH MINIMUM 8d COMMON @ O.C.ON EDGE, 12"O.C. IN FIELD.D. GARAGE DOOR JAMB DETAIL M LATERAL BRACING - MULTIPLE TRUSSES U N OPTION 1 OPTION 2 OPTION 3 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). L L0 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY J CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. — .W 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Z ■ INTERIOR SHEARWALL DETAIL NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. O (n 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). U) BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. NO 2 SYP DOUBLE 5. DESIGNED PER BCSI-B3,2007. Y 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE TOP PLATE U THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. i- (2)MSTA36/MS36 TO INSIDE — p N OR OUTSIDE FACE OF WALLI 't 6 +�- CONTINUOUS LATERAL RESTRAINT WEB W J6"MAX a6"MAX If,"MAX I— NO 2 SYP DOUBLE BRACE SUBSTITUTE TOP PLATE I O WEB MEMBEfl SPECIFIED ALTERNATE BRACING U) ■ d- SIZE CLR T OR L SCAB 'd 2x4 1 ROW 2x4 (1)2x4 7 T-BRACE FASTENED TO 2x4 2 ROWS 2x6 (2)2x4 O n 2x6 1 ROW 2x4 (1)2x6 U INSTALL DBL 2x_BLOCKING WEB W/10d AT 6"O.C. Y ROOF DECK I IN FIRST TWO STUD SPACES. ' 2x6 2 ROWS 2x6 (2)2x4" FASTEN SHEATHING TO 2x8 1 ROW 2x6 (1)2x8 Q TRUSSES PARALLEL TO WALL: ROOF TRUSS BLOCKING WITH 8d COMMON 2x8 2 ROWS 2x6 (2)2x6"' 0- 2x4 2x4 SPF(MIN) NAILER FASTENED OR RAFTER @ 3"O.C. Z TO DBL TOP PLT W/10d @ 3"O.C. I L-BRACE FASTENED O.C. O 2x4 SPF MIN QTA, U.N.O. I IF ADDITIONAL UPLIFT WEB W/10d AT 6"O.C. (MIN) I-- SINGLE TRUSS BRACING TRUSSES PERPENDICULAR TO WALL: BLOCKING I ANCHOR IS INSTALLED � 2x4 SPF(MIN)BLOCKING BETWEEN EACH AS SHOWN,OMIT SPH 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO I CONNECTION AT DOUBLE RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE } TO DBL TOP PLT W10d @ 4"O.C. BEAM w/10d @ 4"O.C. I TOP PLT SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. r w W a z F ❑ WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR It a U 11a z W m U *IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. � Q p N W Y 00 W w w p FASTEN STUDS TOGETHER It w I U 0 REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND to m ❑ ❑ - I- z U w D W 0 w a TRUSS TO BEAM W/ w/(1)ROW 10d @ 4"O.C. J6°MAX a6°MAX a6^MAX I� w p - TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. � a o z � - m � z z ❑ 3/"OR THICKER CDX HA4 OR TLOK06 Q �- w w - 0 m ¢ Q p W w O WW � > D � wl- da OR�sESAwgFTERs o I PERMANENT WEB BRACING Z D a w 0 F L F D w W - D Cn Dpma z — w >. mz � 0 2x WALLFRAMING OR BLOCKING W/8d a w t- ❑ U F COMMONS @ 3"EDGE, PORCH BEAM I QTA, U.N.O. W z a 0 Q t}7 w 2 w w W I. - w w W Q Wh- 0 U 2 12"FIELD. I Z aWF u� wm � FWzzQ6. 11 PORCH BEAM TO POST: I W Q � z � oWozwXD � 0 WOOD STRUCTURAL (1)MSTA24 0 W w a 2 o ❑ w j o Q a SHEATHING POST TO SLAB: I m mQawmzWwZw0 2w ABU POST BASE ANCHOR h I w Z z Q W[- o Z 4 p - I w 0 m aFwcn_ m - OR DTT2Z W Wwzww WaW � n � m LL (UNLESS NOTED OTHERWISE) -} I Z z 2 Q a} w z z _j0 I- W z TYPICAL PORCH SHEATHING'DETAIL C� � Dmz } ° u� wa0mzz2 � THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES _ 1 Z w w 0 Q m z - a Q F z 3 Q UNLESS NOTED OTHERWISE. a i; 2x6 W w 0 I C9 w cW7 I=- N a vLl TIIIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL Q I Q z z 2 Q U w � - 0 H Q w p I IZFYpzwO AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR 2x4 QTO z U Q U ❑ I w 0 z Q 90-DEGREE CORNERS. SHEATH INSIDE FACE ONLY IF NOTED " O � uI— � 3NELUI Orol2-- ? LILI ON FRAMING PLAN. ACCEPTABLE TO FASTEN STUD TO STOP SHEATHING AT GOAL POST I CORNER STUD GROUP W/ CHANGE IN PLATE HEIGHT 2-Rows 1 O @ 6"O.C. Z SHEET NO.: ———— —— STAGGERED. STOP NAILS O ST-6 AT BOTTOM 24"OF STUD Nx FO • INSTALLATION OR STRUCTURAL TOE-NAIL MIN 2x4 NO.2 SYP BLOCKING QTO EXTERIOR WALL SHEATHING 0- DETAILS BETWEEN TRUSS TOP CHORDS W/ JACK AND KING STUDS. SEE O JOB NO.: (3)10d COMMONS EACH END ROOF DECK PLAN FOR QUANTITIES. 2x4 SYP OUTRIGGER @ 24"O.C. U RS 1368 CLIP TO GABLE TOP CHORD WITH GARAGE RETURNS TO BE PLAN VIEW o (1)H2.5T w/(10)8d x 1-2' X X FRAMED AS 2x6. SUBDIVISION: • • 2x4 NO.2 SYP BLOCKING BETWEEN AT HEADER AT CORNER O Atlantic Beach OUTLOOKERS. FASTEN EACH X U_ Country Club BLOCK TO ROOF DECK AND DBL QTO CONTINUOUS TO WALL FASTEN 2x6 NO.2 SYP TOP PLT WITH 8d COMMON @ 3"O.C. DOUBLE TOP PLATEADDITIONAL MAX16"O.C.AS REQUIRED Q LOT NO.: DIAGONAL BRACE TO TOTAL NUMBER OF JACK PLAN VIEW SHEATH FRONT FACE FASTEN SHEATHING TO 16" O.C. I z 103 BLOCKING w/(6) I GABLE TRUSS AND KING STUDS SHALL BE ONLY WITH 8d GARAGE RETURN STUDS, (3)STUDS MINIMUM — COMMON AT 3"ON �- 10d COMMONS ASSPECIFIED ON PLA . N TOP PLATE,AND BOTTOM AT CORNER FLOOR PLAN EDGE, 12"IN FIELD PLATE AS SHOWN W/8d O J West Indies 2x6 N0.2 SYP DIAGONAL BRACE, O"O.C. SEE PLAN I WALL SHEATHING PER PLAN COMMON AT 3 •UP TO 8FT SINGLE 2x6 ONLY EACH JACK STUD TO QTO CONTINUOUS TO WALL( I Z DESIGNED: •UP TO 20 FT,2x6 W/2x6 T-BRACE HEADER WITH MSTA24 3/"DIA.ALL-THREAD W/2'. DOUBLE TOP PLATE W SCP/JEF L OR T BRACE VERTICAL HOLD DOWN OPTION ROUND WASHER DRILLED I REINFORCEMENT PER 2x6 JACK/KING STUDS IN LIEU OF ABU66: AND EPDXIED INTO REVIEWED: TRUSS ENGINEERING NAILED TOGETHER w/(2) NOTCH STUDS 18"MAX CONCRETE W/7"EMBED • FASTEN 2x6 NO.2 SYP"T-BRACE" ROWS 10d COMMON @ 8" I I I I I w FROM BOTTOM PLATE JPA TO DIAGONAL BRACE wl 10d O.C.STAGGERED. COMMONS @ 3"O.C. I I (MAX KING STUD BOTTOM PLATE Q REVISIONS DATE 8'-0"OR AS SHOWN ON PLAN I I I ( SPECIFIED PLAN MAY BE NOTCHED) 2x4x8 0'N0.2 SYP LATERAL h SIMPSON ABU66 POST I I I I •INSTALL DTT2Z W/12" MONOLITHIC FOOTING } BRACE @ 48"O.C. FASTENED BASE � I I I � LONG x/2'DIA DRILL AND OR STEMWALL m TO EACH TRUSS w/(3)10d I I I I I EPDXY ANCHOR #4 OR#5 VERTICAL REINFORCING p 0 o COMMON ° INSTALLED IN CURB @ 18"O.C. W MAX, MIN(2)VERTICAL BARS @ Z EACH RETURN FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR DBL TOP PLATE PER PLAN I O FROM TO DIAGONAL BRACE TO TOP PLATE — — J — °-j W GABLE TRUSS TO TOP CHORD CONNECTION z CV N A) TOE-NAIL TRUSS BOTTOM ELEVATION VIEW V�A� CHORD TO TOP PLATE O w/10d COMMONS @ 8"O.C. 2x6 FRAMED EXTERIOR WALL PER PLAN PEX B) STRAP TRUSS TO TOP PLATE ~_ WITH MSTA12 w/(8) s ELEVATION VIEW 6 U 10d COMMONS @ 48"O.C. /"x 12"EMBED. DRILL /a"x 12' EMBED. DRILL GARAGE RETURN - QTO �- AND EPDXY ALL AND EPDXY ALL `�'1 1, Q' " ;3 J!PEX ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY: ( P Aft.,. THREAD ANCHOR THREAD ANCHOR _ (1) HTT5=(1)QTO h'3' >, STF�IJezU RAL GARAGE RETURN (1)STHD14=(1) QTO(MONOLITHIC) �ENIf�EFtING �'4 (2)PA51 =(1) QTO(STEMWALL) d" ,'0 '. ' ANGLE BRACING DETAIL (W/ HGA10) (2)%4 x 2-3/4"TAPCONS=(1)ANCHOR BOLT O� 0 5s�4� 1 E�GABLE O MAX.TRUSS SPACING=24"O.C. Z x�; 2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM ' 1 a TAS E OF OVERHANG PORTION OF DETAIL FOR NON-DROPPED GABLE TRUSSES W/12"OR LESS OVERHANGS. Q' Ud#eson, P.E. " "' ENGINEERINGP.E. o. 5 544 04-29-2015 FRAMER MAY FUR OUT PARAPET WALL TO MEET DESIRED ARCHITECTURAL THICKNESS FASTEN BLOCK TO SHEATHING @ I M BRACE LOCATIONS w/8d @ 4"O.C. I N BLOCK ALL PANEL EDGES WITHIN 6'OF PARAPET ROOF DECK TO TOP CHORD w/8d @ 4"O.C. I (2)2x-FULL DEPTH/B OCKING. M FASTEN WALL BOAR w/8d @ 4"O.C. LL O LL jjjO U r � • (V N ** NOTE TO FRAMER" o SPECIAL SWB1 DETAILS REQUIRES BRACE TO BLOCK ADDITIONAL BLOCKING AND N E w/(6) 10d ROOF TRUSS TOP CHORD TO BLOCKING w/(2) 04 ROWS%4"x4%"SDS 16"O.C.,STAGGERED SHEATHING APPLIED CONTINUOUS BALLOON FRAME WALL M LL TO BOTH FACES UP TO TRUSS CONTINUOUS TO TOP OF PARAPET J BOTTOM CHORD W/2x6 N0.2 SPF @ 16"O.C. L No u.i J � � ■ 2x6 BLOCKING AT TRUSS BOTTOM 0 CHORD, FASTEN SHEATHING TO Y BLOCKING W/8d @ 3"O.C. cf) O (� d' _ 2x6 SYP BRACE @7 DOWN AT HEADER PER PLAN, FRAMED O +(-45°, MAX 48"O.C. •2x6 NO.2 SYP BLOC ING CONT. BETWEEN TRUSS OPENING U) WEBS w/10d @ 6"C.C.TO BOTTOM CHORD •BRACE TO BLOCKI w/HGA10 DBL 2x6 BLOCKING TO HEADER W/(2) d' CS18 W/MIN(9) 10d EACH END OF 0 EACH STRAP(TYP AS SHOWN) 0 BOTTOM CHORD OF RUSS TO EACH STUD Y w/(2)%4'x 4%"SDS S13 REWS(MAX 16"O.C.) Q NAIL THROUGH 7/16"OSB INTO SPF OR z BETTER FRAMING WITH 8d @ 3"O.C., 0 TYP AS SHOWN AT HATCHING FF_ U) LO BLOCK FIRST 4'FROM WALL @ MIN 2x6 NO.2 SPF ST DS @ MAX 24"O.C. (SEE ti w o a z ❑ 48"O.C.AND SHEETROCK JOINTS ARCH)IF STUDS RE UIRE SPLICING MIN 4'LAP a U ❑ Q z � a ui w/(2)ROWS 10d @ 1 "O.C.STAGGERED DBL CROSS PLATE BELOW OPENING r Q p N W ❑ w v Q z TO DBL 2x6 BLOCKING TO HEADER W/ d w p z = z F p w n - a In (2)CS18 W/MIN(9)10d EACH END OF >- a W p z o - m _j z z ❑ EACH STRAP(TYP AS SHOWN) � W W - 0 m < < ❑ W L- W w m W W N — p oom � � � � p } wzpo a z Fw > m 0 z11 0wLU IL. ulw - ww Uj Z Q = 2: 11� 11 Li ° wQ � FASTEN ALL MULTI-PLY STUD p z a z w p ROWSGROU10dOG8"O.CRW/(2) m ZQQWWo ° wom0Qoz @ - z XP - pQt- wWL0a STAGGGERED LW W � ZwX < W Lew A-2 PARAPET WALL, PARALLEL CONDITION SEE SHEET ST-5 FOR TYPICAL WALL FRAMING SPECIFICATIONS BorroM PLATE To FLOOR TRUSS Z ? _ ,- z>- o w w a � o Z z w o - RIBBON BOARD W/10d @ 3"O.C. z w p w z } w m w a ❑ N ? z = - �- w wzo � � zW �aUIW Li WALL END/KING STUDS TO Q = Q z } z 2 ¢ v w a p Q �_ I- 1- Izf l- � WzwO wF a TRUSSMALL FRAMING BELOW W/ z n Q - 0101 w z Q H (3)CS18 W/MIN(9)10d EACH END 0 0 Fw- z 3 N a Q n OF STRAP,TYP AS SHOWN(4) 0 LOCATIONS LL. t Z SHEET NO.: SWB1KING STUDS TO TRUSS/WALL FRAMING 0 ST-7 BELOW W/(2)CS18 W/MIN(9)10d EACH END � STRUCTURAL OF STRAP,TYP AS SHOWN(4)LOCATIONS 4 DETAILS SWB1 - SPECIAL SHEARWALL DETAIL 0 JOQ RS1368 0 SUBDIVISION: o Atlantic Beach LL Country Club FASTEN ROOF SHEATHING TO LOT NO.: INSTALL ASSEMBLY NAILER FROM ABOVE W/8d OVER WALL RINGSHANK @ 3"O.C.,AS SHOWN Z 103 SHEATHING. FLOOR PLAN: is 0 West Indies 2x6 NO.2 SYP CONT. FASTEN TOP CHORD/END J NAILER VERTICAL TO NAILER W/MIN s (4)8d COMMON TOE-NAILS Z 24" DESIGNED: +/- 0 SCP/JEF LU FASTEN CONT. NAILERS 1 COURSE CMU BOND 7 COURSES PER ARCHITECTURE x REVIEWED: SOLID FRAMING/RIMBOARD RD ( ) � MAX � � X WITH(2)4'x42"LAGS OR WOOD BEAM W/ (1) #4 OR#5 JPA SCREWS @MAX 16"O.C., OR(3) CONTINUOUS Q REVISIONS DATE 4'x 42'LAGS OR WOOD SCREWS @ MAX 24"O.C. CMU BLOCK PIER, 8" CMU SCREEN WALL MAX (5) COURSES 20" WIDE x 12" DEEP m CONCRETE FOOTING w/ 1 LEDGER PER PLAN 6" 6" (2) #4 OR#5 CONTINUOUS �� Z 12 DEEP CONCRETE 3: Uj SHEATH ASSEMBLY FULLY FILLED CELLS W/#4 OR#5 FOOTING W/ MIN 6" PER STRUCTURAL PANEL 2x BLOCKING BETWEEN TRUSS VERTICALS 72 O.C., I #4 OR#5 FULL HEIGHT PROJECTION ALL 2E SPECIFICATIONS, ST-1, FOR BOTTOM CHORDS FOR SHEATHING@ ° VERTICALS @ EACH 6" 6" SIDES w/#4 12" Z ROOF SHEATHING. ATTACHMENT,TOE-NAIL BLOCKINGTO VERTICAL TO BEND 90 @ ,-TRUSS W/(3)8d COMMON EACH END AND TIE INTO FOOTING _ CORNER, BEND 90° AND � O.C. EACH WAY REINFORCEMENT • . N TIE INTO FOOTING D FASTEN EACH Jolsr REINFORCEMENT 0APEXI TO NAILER W/MIN(4) 8D COMMON U TOE-NAILS. 20� '� LL p TRUSS SHED ROOF DETAIL CMU WALL ELEVATION VIEW ,STRI.c N �I�C�INEERIERING�'S' V V U' _.�®°"�{ .•fir'��'�S�° , U�',�� a . OJ � `�. 10 58544 0 k Z yk U LU P[ER ELEVATION VIEW w ® r V . .v ` a a' QJ. QT ENGINEERINGNSI' 1515 04-29-20