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592 TIMBER BRIDGE LN - NEW RESIDENCE DRAWINGS
NOTES 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S " 18'-6" 15'-11" 12`-11" 3T-g" SPECIFICATIONS FOR ROUGH OPENINGS PRIOR thyTO FRAMING 9"V 3'-11" 9'-011 7'-2„ 81--4" 22'-5' 2. VENTED GAS FIREPLACE 2'-0" 2'-6" 2'-6" 2'-0" 4'-92" 8'-1 ° 3'-11" 4'-5" 1T-3" 5'-O" 3. OUTDOOR KITCHEN 4. ELEVATOR 5. EXTENDED LANAI 6. F8 DOOR AT OWNERS SUITE TO LANAI 7. WET BAR (3)20505H 8. REDESIGN KITCHEN W/ LARGE ISLAND GAS 3'-0"AFF SILL 9. STEP TRAY CLG IN OWNERS SUITE 9 STUB TANKLESS GAS 646 H p SAS p GAS WH STUB SILL 0 3'-6"AFF H.B. �, 10. REDESIGN OWNERS BATH AND WIC O a� = O STUB A/C A/C -� _ COMM. COMP• 11. SHOWER SEAT IN OWNER'S BATH ° 6 5 SH i i Z v 3°56 SH ' N 12. RELOCATE pWDR, ADD FRAMELESS SHOWER N ,S„ �, W/S SILL 9 2-6 AFF TO MAKE BATH #2 SINK O 4 6 + ++ nD LNPRY � Q L00 PANTRY i u i o� 13. TANKLESS GAS WH I { � SUMMER = 10'CLG. _ ; � 10'CLG. z 14. GAS PACKAGE W/ 6- DROPS KITCHEN --_ OHC –J + ------ – ------- ; ; i w i i 0 15. W/S LOOP I 4 PINING 2�0 �� 3°g° 0) I { o c REF. L----� PKT 15'-0"X 10'-0" DOOR I513/8"MIN. _ _ 10'CLG. 2x6 WALL SOLID CORE OR 20 MINUTE FIRE RATED 0-)4x4 P.T. 05T o - o { WRAPPED TO 3 (SELF-CLOSING) �p I I 9x9 , 4-8 - M U p c3o 1UCEG. I n KITCHEN � �� � d 6.e 711N O15'-0"X 194411 j 11 10'CLG. i --- 6.6 I z+ 6.67 Q d o GARAGE _ LullMUD BENCH I I o � =1 3-9' 21 � � � o o i COATS = (� '�?I 21'-9"X 21'-7" cNv i R&SH I N II III{I 3 0FAMILY NN J o o N oo = REVISIONS o 00 00LANAI � GAS D-- 13-10" 13-10"X 27-11" { o 0 7-6"CLG 10'-1 JPL.HT. STUB FRAMELESS L OEI ui ] Q TMPRD GLSm I © ENCLOSURE DATH _ F\OOM 9'CLG. o —J I ism + WALLS BETWEEN GARAGE AND RESIDEPJCE ] I 20'-0"X 19'4" �——� { j� o TO BE COVERED w/ 'MINIMUM GYPSUM 6 10 CLG. N L J ip� + �, BOARD ON GARAGE SIDE OF STUD WALL 305 5H I { L,It _ �K J SILL 9 2'-6"AFF N { L— fl UP 19 RISERS - ■ { 1ol 0 -2" = I 10'-2" '-0" �! >• 4'-0" 101-0" J 2'-2" 4'-0" 1'-10" 3'-4" 5'-8" 5'-6" 6-7" 1'-8" 8'-10" 3'-7" 4'- ' 71-2" -0" ] I 2-411 71-511 II OYER ' VENTED '�&0 AS FIREPLA GO4, 10'CLG. � y WT SAU N WET BAR o -3" 1'-9" 10'CLG N SINK __ M _ an 10'CLG �� — ---- ROD SHELF Build 'zth Confidence =55 WL � -----_- -- WALL — —— — J ` o OHC (— TT Ao I ^� 2856 SH 10'-8"CLG - —— —, FRA RD GLS Z �' O o0 WIC = 8c ] ] 414 Old Hard Road, Suite 502 N SILL Cad 2-6 AFF I { o v { { 7 { � ELEVATOR ] 74'CLG. c= N _ b Fleming Island, Florida 32003 I I { I = h WALL 22 N GARDEN TUB , w < = 2`s Office: 904 264-6553 N I I I TMPR N WI TILL 248P I c= ``� @ C" I { � ) { PLATFORM (904)269-2729 (o IN Cq x X , { I 12X12 CMU COLUMN Fax: T SITTI� G ] = OWNEf�'S { 1'8" 3�_5g, 2�_2j 7 2„ ( N STUDY I I (TYP) I I i L N - `� N 4'-0"X 10'-11" 10'CLG. I { I - - - - -- - — 1U' Lot 171 G ROD&SHELF SUITE o NE1�5 _ 2'-8" 10 O c� I ( 17'-2"X 14'-11" I { STEP CLG. 2 ATH _ -I J I I FOP\CH I I I �0 1 'CLG. _ I I 61-0"X 221-0" _ Atlantic Beach - I I 10 1 PL.HT. cv W is � � , N 10'CLG 10'CLG. I ` o� � CountryClub 0 2856 SH (- - - - - - - - - - - - - - - � N SILL Cad 6 5 AF WC MIRK o 0 o o MIRK RDD&SHELF —— — — — - Q H.B. 3056 SH-EGRESS 3056 5H GAS o 6 2°3o 5H TANKLESS STUB 3 5 5H SILL 0 2'-6"AFF SILL Q 2'-6"AFF ILL 0 5'-0"AFF GAS WH SILL 0 2'-6"AFF Crisco Residence 2'-3" 1'-9" 4'-D" 101-011 4'-0" 5'-5" 5'-9" 5'-6" 5'-6" 7'-2" '-0" 14'-5" 11'-0" 8'-2" 4'-0" 57-11" 234" 1st Floor Plan 592 Timber Bridge Lane Atlantic Beach, Fl. 32007 Drawn By ARJ Sheet 15t FLOORFLANDate 10-14-2015 Scale 1/4" = 1'-0" NOTE TO FRAMER: Scale of EXTERIOR WALLS INSET 1/2" FROM SLAB EDGE Hampton- B Mod. 10 MECHANICAL EQUIPMENT NOTES: SQ, FTG. CALCULATIONS- F13C-F\302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 IST FLOOR LIVING 2280 Written dimern5ion5 Shall have precedence over Scale dimern5ion5. GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE 2ND FLOOR LIVING 1117 CL Corntractor5 Shall verify and be re5pon5ible for dimern5ion5 and ALLOWED. 0 conditions of the job. TOTAL LIVING 3397 Northeast Florida Design,Inc.hereby reserves its common law FBC-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND GARAGE 518 copyrights and other copyrights in these plans,designs and ideas. These plans,de50n5 and ideas are not to be copied or changed in any ALL SIDES OF MECHANICAL EQUIPMENT AND PORCH 180 L1. manner or form whatsoever,nor are they to be,a55igned to any third COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH LANAI 451 o party without first obtaining the express written permis!�iorn from OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER BALCONY 174. Northeast Florida Design,Inc. THAN THE FURNACE OR AIR HANDLER TOTAL COVERED DJ7WM L1ANCE - GROUND-MOUNTED MECHANICAL UNITS SHALL BE CITY OF ATLANTIC SUCH ANCHORED IN ACCORDANCE WITH FBC-R, SECTION SEE PERMITS FOR ADDITIONAL. 12627 San Jose Blvd REOUIREM W_ M1307.2. ENTS AND CONDITIONS _ - -- Suite 702 REVIEWED BY: pAIM � ortheast-- Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 NOTES 1. DOORS AND WINDOWS ARE APPROXIMATE NOTE: FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR 5�12AY FOAM ATTIC INSULATION - NO TO FRAMING VENTING 1\EQUIf\ED 2. REDESIGN 2ND FLOOR 40'-1'. 5'-6" 25'-8" -0" 7'-11" N 21 _811 9'-91 21-611 rr7 Cly 9 -----� C--- -, — ( I I Cv I I I J ( --- - l-L------- (1 t\ v I _ C 11––= 3050 5H 3050 6H F ILL 0 2-0"AFF SILL 0 2'-0"AFF I it I I 1 1 EGRESS EGRESS n w — �a� -- I I a i i 7:12 I I < AHU �v 'Sfb r�==---_J I 7:12 ❑ i I li---�i �� F\IPG E u = 4 _ 0 7:12W �� MECH. o� � X11 I I I U'o 9 CLG. o Q �= I r------- � 5 – �_J cU 11 I I 1 1 _ I I I I I I i I I I - s<5 9'CLG. _JI I I IL _U II II 11 r I I ! -" 141°X 11'-6" AHU II I a rQ, � II 11 1) I I �FT ' - �}--------------� 11 I I I 9 CLG. R&SH a RIDGE y x IT I Ir ----i i-------i C- I I 1 i n 1 1 7-::7=L n II I I I I L------- I 7:12 11 II � � � �--------- _____� R.I GE I I I I I I Q 11'-10" 2'-2" 4'-4" 3'-7" 3'-9" N I I��-1 –�I –– 7:12 N � C\1 :12 d _–,� c–__i d- cn '6 Il -I 7:12 �N L1 I- C-----_ -L-� -_J( I ❑ l I t� <9 I -' L_7- L---j -- 1 r�� L ----- -- ------ `(_ I- (L Ll �� 1 �r� (�- -� ❑ JP���� �� ILLr--' i1II II 7:12 N = lC) �tN�v REVISIONS LU N 13ATH #4RIDGE Q C 9'CLG. 9'CLG. � ��RIDGE ❑ nZ �712 _1 V - � N ❑ d :12 cv i� 5� I I 11 1 1 11 u cv f ;; d� WC MIRK o o HALF WALL W/CAP 11 I I 11 — — � — WG DOWN 19 RISERS N POST TYP) n R&SH o RR N cs I 6xC P.T. I I! I1 I II d� II _J fb = = 715/32"RISE -- E �-- " UN 10R - ANGLED HALF WALL = N 9 LG. I 9'CLG. s� w 9'CLG. I W QQ I V E I D E Q � U-) � r ATTIC ACCESS F\00F FLAN 4" L22_5X3oJ 111 _ � 11 CALF. - 1-D N 2 WAL Build With Confidence ELEVATOR LOFT D C = - N 414 Old Hard Road, Suite 502 X 13'_5"X 23'_5' Lo�' 8'-0"X 22'-4, N 9'CLG. - 9'CCG. Fleming Island Florida 32003 Office- (904) 264-6553 Fax: (904)269-2729 13 F #2 2x6 WALL 2 11'-9" 131-91,X 6 0 9'GLG. U_ Lot 171 5ATHa Atlantic Beach Country Club 3950 SH 3°5°SH °3°SH SCALE:N.T.S. SILL a0 2'-0"AFF ILL 0 2'-0"AFF SILL Ca 4'-0"AFF 3 5 SH GENERA STAID DETAIL EGRESS EGRESS TMPRD SILL Cad 2'-0"AFF 2'-8" 7-5" 2'-7" 3'-2 " 2'-3�" 2'-7" Crisco Residence 'STAIR NOTES: 12-8" 5'-6" 14'-0" ACTUAL DIMENSIONS V ILL VARY DEPENDING ON FIELD CONDITIONS,FLOOR COVERINGS,AND/OR VARIANCES IN CONST CTION MATERIAL.ACTUAL CONSTRUCTION MUST COMPLY 32'-2" 7-11' Roof Plan/ W/8311.7 OF THE FLORI A BUILDING CODE,RESIDENTIAL. MAXIMUM RISER HEIG : 7-3/4" MINIMUM TREAD DEPT : 10"(NOT INCLUDING NOSING) 40'-1" /('��MAXIMUM RISER HEIG VARIATION: 318"(ENTIRE FLIGHT) Znd FIVOr Plan MINIMUM STAIR WIDTH: 36" MINIMUM HEADROOM C EARANCE: 6'-8"{ABOVE NOSING) "HANDRAIL NOTES: 2N [) FL00F\ FL/ N 592 Timber Bridge Lane ACTUAL CONSTRUCTIOt MUST COMPLY WI 8311.7.7 OF THE FLO DA BUILDING CODE,RESIDENTIAL. Atlantic Beach, Fl. 32007 HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN 38"IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL DE ONTINUOUS PER FLIGHT OF STAIRS. HANDRA[L5 SHALL DE 11/2"CLEAR OF ALL ADJACENT FINISH MATERIA.L5 AND ENDS 5HALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OF,51 kFE TERMINALS. HANDRAILS SHALL BE 11/4"-2"IN CRO55 SECTIONAL DIMENSION,OR APPROVED EO WALENT,AND EDGES Drawn By AR.T Sheet SHALL HAVE A MIN.RA IUS OF 0.01". HANDRAIL CONSTRUCT[ N SHALL DE ABLE TO RESIST A LOAD OF 200 LD5 APPLIED IN ANY DIRECTION AT- ANY TANY['DINT ALONG THE TOP FAIL Date 10-14-2015 STAIR AND RAILING 5U PLIER INSTALLER SHALL SATISFY ALL BUILDING PEPARTMENI APPROVAL REQUIREMENTS FOR Scale� \ 1/4" - 1'-011 THE PRODUCTS THEY F ROVIDE OR INSTALL OPEN RAILS SHALL HA "L5E INTERMEDIATE L5 OR �p� � �` �� Plan Hampton- B Mod. 1 O AN ORNAMENTAL PATT 8N SUCH THAT A 4"DIAMETER SPHERE ANNOT PASS THROUGH. oo THE GUARDRAIL CON51 RUCTION SHALL BE ABLE TO RESIST A LO OF 20 L55 PER LINEAL FOOT APFL ED HORIZONTALLY ALONG HE TOP RAIL. Written dimen5ion5 Shall have precedence over 5Cal e dimen5ion5. 4 SPHERE -�� � Contractors Shall verifyand be onsible for dimensions and GUARDRAILS SHALL N DE MAY NOT PASS res p LE55 THAN 36"IN HEI . THROUGH coed ition5 of the job. THE TRIANGULAR OPE NGS 6"SPHERE Northeast Florida Desi n,Inc. hereby reserves its common law AT STAIR TREAD,815E & MAY NOT('ASS 9 Y BOTTOM SHALL DE 5U THROUGH copyrights and ether copyrights in these pians,de5ign5 and ideas. THAT A 6"DIAMETER These pians,designs and ideas are not to be copied or changed in any - SPHERE CANNOT PAS THROUGH. manner or form whatsoever,nor are they to be assigned to any third party without first obtaining the expre55 written permission from Northeast Florida Design,Inc. 12627 San Jose Blvd Suite 702 OFFICE COPY = ottheast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 F NOTES 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAE3 RECESS PRIOR TO POURING CONCRETE 2. OUTDOOR KITCHEN 3. ELEVATOR 4. EXTENDED LANAI 5. FR DOOR AT OWNERS SUITE TO LANAI 6. WET 13AR 7. REDESIGN KITCHEN W/ LARGE ISLAND 8. REDESIGN OWNERS BATH AND WIC „ 1a'-6" 16'-0" 12'-10" 9. RELOCATE FWDR, ADD FRAMELESS SHOWED TO MAKE E3ATH #2 13'-10" 4'-3" 1'-4" 4'-10" 8'-7" 02,-�„ 10. TANKLESS GAS WH 11. GAS PACKAGE W16- DROPS 12. FLOOR OUTLET IN FAMILY ROOM, FIELD -------------------- GAS TANKLESS - H.B. VERIFY LOCATION _ I r---=-- r--- -- I STUB GAS WH t———i r—i r r—�— — — — — I I i' -' I I i' '� - - - - - - - - - - - - - - - - - - - - - - A - - - - - � - - ��- - -LT - -� - - - - - IS I � � I � I I . � I I � i — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 13. W/S LOOP _N I I� �I I� �I I ❑I I I STUB � L---- ---� ( �; A/C II II A/C II I I --- �— -------- ------- �------ — --- ----------------------------------- ----------- -------� O --- - - — — — — — — — — — — — — — I COMP. i i i�� COMP. ��i i IJ'IF I I GAS i- - - - - W/5 ! — - - - - - - - - - - - - - - - - - - - - - - - I f _� I — — STUB- - - - ---—---------- --� � I I U ILNDRYI iSINKS= J I I --------J L- ----------- --- I I H ----I SINK I I I LII W ii it Ilii - I Q to I USTEM WALL REF. _ iii r I ILL `L I I o� ( o I 1 FOUNDATION ___ ___ -►- ___ --- c' I , THICKENED ( THICKENED EDGE(MONO 5LA5) I 4=8 I EDGE(MONO SLAB) I I I r----------- I REVISIONS 4"CONE. SLOPE� - I I 1 9 14'0 " 16'-7" a'-10" I i i I I --3a"---� ! 3'-11" I 2'-1.1 SLAB 1%MIN. I N D/w II I I I 6-- I FLOOR OUTLET �� -)�?o I C_�ISTUD f IGAS —5LA13�GCF — i o I/''�^�I I I I I FOR SHOWER-- I I FIELD VERIFY 1 I�rt� LOCATION ���:!11 I WOOD DECK JOISTS _ ( PER ENGINEERING I I = II II I I I yl OSTEM WALL I I I ( I I FOUNDATION i 4"CONC.SLAB W FIBERMESHOR 7� I I - IVEKSIDE — — — — — — — 6x6x10 W.W.M.ON 6 MIL.VISQUEEN ---� L Cf -- - --- ---------------------------------- -------� ` Li ( ( I OVER GLEAN,WELLCOMPACTED FILL L I - - - - - - - - - - - - - - - -� 10'-0" I t In's 15'-21' 0" 5'-10" 1'-10" 4'-10.. 51_01 12 3 I I �.. Build With -Confidence _ I I I I 11 414 Old Hard Road, Suite 502 _ � I __ Fleming Island, Florida 32003 z _ I -_ -I L — — — — — —— — L___, 1 — — — -� ==== S UJ L-- ---------- SINK - -------- Office: (904) 264-6553 �-► ------- - __> -- -; ;�r-------------i -- -_ ' I I I Fax: (904)269-2729 — — — — — - THICKENED ( J I EDGE(MONO SLAB) l i i��f'ROVIDE 6/��� o ( i 26 SILL — — I a ` E- %"'77-4 - ---- _J I I i 5L 3 CE55 _ v d \ / LU N o Lot 171 RECESS SLABLi \ I FOR ELEVATOR I II I 11 _ - - - - I i i I ' i ► I I Atlantic Beach I I - - - - C) I I ------- �-�- ------------ - -----, r �„ 1 ( WOOD DECK JOISTS ( 22'Os" 5�_p�� 2-011 I 1 14'-5� I i I ( PER ENGINEERING cv I 714 Country Club I iLcl I I I I 'LN I I I I I Crisco Residence STEM WALL I I I FOUNDATION I I t I I I I I I I -----1 1O 4IO -- ------ -- — ---------N --- — ---------- — — --- -------------- -- ------ ------ -------- J L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TANKLE5 —I GAS - - - - I- - - - - - - - - __J H.B. 17 4 1 6 4 GAS WH 1 4 STUB 18'-2 " Foundation Lavout 2'-0" „ 11 8 1_611 4'-0" 56-0" 65 4„ 592 Timber Bridge Lane Atlantic Beach, Fl. 32007 Drawn By ARJ Sheet Date 10-14-2015 FOUN [)/ TION LAYOUT Scale 1/4" = 1'-0" of Plan Hampton- B Mod. 10 NOTE: FOUNDATION LAYOUT FOR CONCRETE FORMING Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be responsible for dimen5ion5 and AND FLUM 13ING LOCATION REFERENCE ONLY. conditions of the job. ���� TO A�S OCIATE D �NGI NEE1�I NG DRAWINGS Northeast Florida Design,Inc.hereby reserves its common law copyrights and other copyrights in these plans,designs and ideas. FOR FOOT EK LOCATIONS AND DETAILS. 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 permi55ion from Northeast Florida Design,Inc. _- - 12627 San Jose Blvd -- -- _ Suite 702 OFFICE C 0 PY ortheast~ Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 NOTES 1. FIRE12LACE CHIMNEY DIMENSIONAL FIBERGLASS 2. EXTENDED LANAI SHINGLES( P) 3. 1=R 1)OO1\ AT OWNERS SUITE TO LANAI _ BUILDING H 1GHT _ __ __ __ _ _ __ ___ ATTIC VENTILATION AI\EA CALCULATIONS 4. CUSTOM ELEVATION 18"x30" Excerpt of the 2014 Building Code,Residential 2 FIXED WINDOW �T8806.1 Ventilation required. BLACKOUT 12 Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the 7underside of roof rafters shall have cross ventilation for each separate space by ventilating openings ;1 10011 L 12 protected against the entrance of rain or snow.Ventilation openings shall have a least dimension of 7 1/16 inch(1.6 mm)minimum and 1/4 inch(6.4 mm)maximum.Ventilation openings having a least HARDIE OR NICHIHA dimension larger than 1/4 inch(6.4 mm)shall be provided with corrosion-resistant wire cloth SIDING TYP. screening,hardware cloth,or similar material with openings having a least dimension of 1/16 inch(1.6 mm)minimum and 1/4 inch(6.4 mm)maximum.Openings in roof framing members shall conform to the requirements of Section 8802.1.8.Required ventilation openings shall open directly to the outside air. PLATE HEI T Exception:Attic ventilation shall not be,required when determined not necessary by the code official I I T—— —— III due to atmospheric or climatic conditions. 8806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space. 28"OVERHANG Exception:The minimum net free ventilation area shall be 1/300 of the vented space provided one or 2 more of the following conditions are met: p2 1.In Climate Zones 6,7 and 8,a Class I or lI vapor retarder is installed on the warm-in-winter side of the ceiling. 2.At least 40 percent and not more than 50 percent of the required ventilating area is provided by �� '— ventilators located in the upper portion of the attic or rafter space.Upper ventilators shall be located no more than 3 feet(914 mm)below the ridge or highest point of the space,measured 0 vertically,with the balance of the required ventilation provided by cave or cornice vents.Where the FINISHED FL OR location of wall or roof framing mcmbcr5 conflicts with the installation of upper ventilators, — — — — —— —— 12 installation more than 3 feet(914 mm)below the ridge or highest point of the space shall be 7 permitted. PLATE HEIGI IT PLATE HEIGHT — — —— —— —— —— 8806.3 Vent and insulation clearance. II T I I I I I T__1 11 11 1 1 11 1 11 11 11 1 Where cave or cornice vents are installed,insulation shall not block the free flow of air.A minimum of a 1-inch(25 mm)space shall be provided between the insulation and the roof sheathing and at the _ _. . location of the vent. ` REVISIONS 18"SHUTTER(TYP) STUCCO FINISH Q NOTE: 6" TRIM TYP. SFFAY FOAM ATTIC INSULATION - NO STUCCO FINISH _ VENTING REQUIRED FINISHED FL OR FINISHED FLOOR _ N N H GRADE :. : • GRADE +' 2 DZ FRONT ELEVATION- Lill ■i Build Zvitai Conf i->rdence 414 Old Hard Road, Suite 502 Fleming Island Florida 32003 Office: (904) 264-6553 ANGLED HALF WALL WHERE PORCH MEETS ROOF Fax: (904)269-2729 12 FOR CRICKET TO DIE INTO 7 Lot 171 9 n DORCHESTER SQ-2326-TC Atlantic Beach CHIMNEY CAP TYP. J CountryClub Hull Ij I- I H ------ PLATE HEIGHT DIMENSIONAL FIBERGLASS — SHINGLES(TYP) DIMENSIONAL FIBERGLASS Crisco Residence SHINGLES(TYP) 6"TRIM TYP. i ILLI a� HARDIE OR NICHIHA SIDING TYP. J. I HH I H [j 11 1 IT 1112 Elevations --17 _ _ __ FINISHED FLooR 592 Timber Bridge Lane 12H Ll L LU" � Atlantic Beach, Fl. 32007 PLATE HEIGHT 71 1'.] 1 L PLATE HEIGHT :. : : _ .- Drawn By ARJ Sheet x4 P T POST `•. WRAPPED TO Date 10-1 - 6 TRIMTYP. 4 2015 9x9 10 1 .1 fill 1111 - �- 011 Scale - - o _ of TUCCO FINISH Plan _ Hampton- B Mod . . . :• . .. . . p ..:. .... .. . . . . .:. .. . ...:. .. . . . :. . .. .. .. LL-------_Jj 10 . ... . . .... . . . . ... .. Written imensions Shall have precedence over Scale dimensions FINISHED FLOOR = FINISHED FLOOR Contractors Shall verify and be responsible for dimen5ion5 and — — —— - - - . ' ' .. . . -' - - . . ' - .. ,. - .. - - - - ' .. _ • - ." ". . - : .. " : . - '. '... - . . _ - . .. .. -- • . - . .. � :' : .. - .: ' - . ... ... . . . — — —— J i e _ tions of th b. condo N N :' +I - 5i n,Inc. herebyreserves its common law GRADE -. . , .. •. . .. ... ... •-.- • . •. .. . . .. .... . . .. _ : .. -_- •. .. - GRADE Northeast Florida De g —— —— copyrights and other copyrights in these plans,designs and ideas. These plans,designs and ideas are not to be copied or changed in any manner or form whatsoever,nor are they to be assigned to any third party without first obtaining the expre55 written permi55ion from 511)E F-,IGHT ELEVATION Northeast Florida Design,Inc. 12627 San Jose Blvd Suite 702 OFFICE C4PY - - - orth.east Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 NOTES 1. EIREi9LACE CHIMNEY DIMENSIONAL FIBERGLASS 2. EXTENDED LANAI ATTIC VENTILATION AREA CALCULATIONS SHINGLES(TYP) 3. REDESIGN OWNERS DATH AND WIC 4. CUSTOM ELEVATION Excerpt of the 2014 3uildirie Code,Residential R806.1 Ventilation re uircd. Enclosed attics and closed rafter 5pTYP. aee5 formed where reiling5 are applied directly to the DORCHESTER 6-TC underside of roof raf r5 5hall have cross ventilation for each Separate Space by ventilating openings I Ll CHIMNEY CAP TYP. protected against thk entrance of rain or Snow.Ventilation openings Shall have a least dimension of 1/16 inch(1.6 mm)mini rurn and 1/4 inch(6.4 mm)maximum.Ventilation openings having a least _12 dimen5ion larger than /4 inch(6.4 mm)shall be provided with corro5ion-re5i5tant wire cloth 4 7 Screening,hardware c oth,or Similar material with openings having a least dimen5ion of 1/16 inch(1.6 mm)minimum and 1/4 nch(6.4 mm)maximum.Openings in roof framing members Shall conform to the rcquirement5 of Section 8802.1.8.Required ventilation openings Shall open directly to the outside - air. Exception:Attic Yenlation Shall not be required when determined not nece55ary by the code official duc to atmospheric o climatic conditions. ;. __ __ ('LATE HEIGHT R806.2 Minimum vent area. The minimum net free ventilating area shall be,1/150 of the area of the vented Space. 28"OVERHANG Exception:The minim net free ventilation area Shall be 1/300 of the vented Space provided one or more of the following ondit&5 are met: LL I H I I H ILI 6"TRIM TYP. 1.In Climate Zones 6, 7 and 8,a C1,955 I or II vapor retarder i5 installed on the warm-in-winter Side of I i —1 + the ceiling. L uk H, HARDIF OR NICHIHA SIDING TYP. 2.At least 40 percer t and not more than 50 percent of the required ventilating area i5 provided by ventilators located in the upper portion of the attic or rafter Space.Upper ventilators Shall be located no more than 5 feet(914 mm)below the ridge or highest point of the Space,measured vertically,with the b ance of the required ventilation provided by cave or cornice vents.Where the location of wall or roo framing members conflicts with the installation of upper ventilators, installation more thar 3 feet(914 mm)below the ridge or highest point of the space Shall be 12 __ —— FINISHED FLOOR permitted. 7 � 8806.3 Vent and in5L lation clearance. PLATE HEIGHT 1_1ULLH __ __ PLATE HEIGHT ' Where cave or cornice vents are installed,insulation shall not block the free flow of air.A minimum of 111 11 1 LLLI 1 11 11 1 1 11 11 1111 11 1 11 T I I I a 1-inch(25 mm)5pac shall be provided between the insulation and the roof Sheathing and at the location of the vent. ' 4x4 P:T,POT 2"TRIM CAP OVER WRAPPED T 10"TRIM BAND REVISIONS 9x9 : 6"TRIM TYP. -� NOT - o SFFAY FOAM ATTIC INSULATION - NO 2"TRIM BAND 4"TRIM BAND VENTING REQUIRED FINISHED FLOOR 6"TRIM TYP. FINISHED FLOOR 9 _ - 10"SMOOTH N RADE :: -: , .. ' ' STUCCO BAND +1 G GRADE P\EAP\ ELEVATION IVERS,IDE Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 DIMENSIONAL FIBERGLASS � Fax: (904)269-2729 12 SHINGLES(TYP) 7 HARDIE OR NICHIHA Lot 171 c� SIDING TYP. DORCHESTER SQ-2326-TC CHIMNF'f'CAP TYP. Atlantic Beach HU Di0000u CountryClub PLATE IGHT ------ .. . 11 IT 11 111 -1 11 1111 ILLT 11 11 J 1 1 -1 11 1 J1 U U U U U 12 z 71 6" TRIM TYP. Crisco Residence DIMENSIONAL FIBERGLASS SHINGLES(TYP) JLLI i UL Elevations FINISHED FLOOR -- J 592 Timber Bridge Lane 12 Atlantic Beach Fl. 32007 PLATE H IGHT 10"NICHIHA BAND 12 PLATE HEIGHT 11 IT 11 1111 11 11 IT 1111, 11 1 . .. .. . . .. .. .. " . .. .. Sheet ARJ Date 6 TRIM TYP... 10-14-2015 6 TRIM TYP. _P - Scale 11 0 1 14 = - 2"TRIM BAND 0 - of _ Plan Hampton- B , .. . . . Mod. 4 TRIM BAND .. . . •. B ... .: . . .. .:. 10 SMOOTH STUCCO AND : .. .. . 10 _ •• Written dimensions Shall have precedence over Scale dimensions FINISHED FLOOR -. .• •. .-.. •• - ., . . . .. ... .... • .. .. . . .•:•. -: •• .• .• _ FINISHED FLOOR — — —— —— Contractors Shall v . .. . :... .: : •. -. -.. . .... . --•.• •• :�•• .. .. .. . . . . . . . . . .. . .. . .. for dimensions and .. . .. - .. - - .. . . - . . .. .. .. • . . - .. . verify and be responsible STUCCO FINISH = C onditions of the,job. - :.. ::? GRADE :- -. :.:' :•' ` ' GRADE __ Northeast Florida Design,Inc.hereby re5erve5 its common law LEFT copyrights and other copyrights in these plans,deNgn5 and ideas. SIPEE These plans,de5ign5 and ideas are not to be copied or changed in any manner or form whatsoever,nor are they to be a55igned to any third party without first obtaining the express written permi55ion from Northeast Florida Design,Inc. _ 12627 SanJose Blvd Suite 702 OFFICE COPY === 0 east=- Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 NOTES 1. KITCHEN OUTLETS TO BE PLACED HORIZONTAL AND 38 GAS 1/2"AFF TO BOTTOM OF BOX STUD TANKLESS SERVICE GAS WH 2. GAS PACKAGE W/ 6- DROPS 0 13 A/C AIC OUTLET 3. (2) TANKLESS 4. PREWIRE SUMMERSKITCHEN COMP. COMP. _ T�5 o GF. GFI _____ Q) 5. ELEVATOR r LOOP 6. WET BAR I u i `'`��, 7. REDESIGN KITCHEN I - it--� 8. REDESIGN OWNERS BATH AND WIC WC MW �° I I� `,_��� GFI A[)orL __-------- -----�r-- ----�-- ----�-- r W {{ \ OUTLET 9. RELOCATE BATH#2 DEDICATED r `\ 10. REDESIGN 2ND FLOOR ____ __ REP 11. 4 RECESS LIGHTS TO REAR LANAI W/ DIMMER ~- 0 12.( 3 RECESS LIGHTS OVER SUMMER KITCHEN W/ _ DIMMER PREWIRE&BRACE `ti �,' `. - _-�` Q �\ ,� ' `\\ ; a` 13. (4) RECESS LIGHTS IN OWNERS SUITE W/ DIMMER I ONLY ___ ___ __-' � � � � � _-- � ` \� � ,� 14. (3) RECESS LIGHTS OVER VANITY { , 15. (2) ADDT L SCONCE LIGHTS OVER SINKS IN OWNERS '♦ --- r' --- `� I I `\ it BATH { ` 3 3 •' z `` I i �` 16. (3) RECESS LIGHTS IN OWNERS SUITE WIC { ,r `\\ ��� 0 5 `\ { I r.�`\\ 17. CHANDELIER PREWIRE IN OWNERS SUITE WIC I I i i `\ ` ,' i r \•___ --� - `\ - - - \` I { i `� + 18. EYEBALL LIGHT ON EACH SIDE OF FIREPLACE W/ I { I \ \ 1 1,� I I �\ ``� r�r DIMMER ' 19. FLOOR OUTLET IN FAMILY ROOM,FIELD VERIFY -----_- \\ - \\ o o i \\ L J \�\\ �\\ f/ 20. (4) RECESS LIGHTS TO LIVING ROOM W/ DIMMER I I ► ' ► ' \I ' t o °° °° \ ` 21. 3 PENDANT PREWIRE OVER KITCHEN ISLAND PENDA ,� I o o = GAS 22. ADD DIMMER TO RECESS LIGHTS IN KITCHEN I { 1 ® FLOOR OUTLET PREWIRE J z � j � � STUB ` `� ` \ �; / I r r ; LOCATION TBD t , ,, 04 23. DEDICATED OUTLET FOR FRIDGE IN GARAGE Lb G� _ 24. ADDT L OUTLET IN GARAGE 25. W/S LOOP PREWIRE ` � t 0 €9 \` � 26. RECESS LIGHTS AT FRONT PORCH i &BRACE { --�-r-� TO FIXTURE 27. ADDT L OUTLET AT FRONT PORCH ONLY �, \ , r r r �. 28. ADDT L SCONCE TO BATHROOM #4 r -J I r MICRO'' r r ABOVE APPT'L CIRCUIT �139 r t c OUTLET `\ 29. (4) RECESS LIGHTS TO LOFT ``� ,' ; p-y `-- 30. PREWIRE AND BRACE AT BALCONY - ` REVISIONS ADDT'L 0- ----------- OUTLET { i NN D GA 5TU r / 1 I 0 - - t (DO w?iGFCI ►r { I 0 SECURITY I I r OUTLET IL C I IVERSIDE L4 ------------------------'' /r (DqP qP ---- I - - - - - - - - - --' - - - - - -- I `\ PREWIRE tr I AHU ■■ { { \\ &BRACE I { CHANDELIER \ ONLY r - t I { PRCWIR I I { Build With C o o f B e n c e PREWIRE I I { �� r I Q p I &BRACE I { ., r __ _ 414 Old.Hard Roark Suite 502 / t � ONLY � --- � � `�_�� Fleming Aslan Florida 32003 ----=r----------_'=----J ` tr I I 11 PREWIR \ \ \ g &BRACE GF� �€ `� GFI �- - - - -- - - - - - - -- - - -� I I ONLY '' - - - - AHU O�lCe. (904) 264-6553 ----- - Fax: (904)269-2729 OWN NEW \ AS -------- ! � \ - TANKLESS \ \ Lit 171 GAS WH TUB _ _ 1ST FLOOK E PLAN ` I Atlantic Beach I ` , { CountryClub / O \ ` BELOW rr `\ r t 0 t -- - - -) GFI / Crisco Residence LIr I / NOTES I PREWIRE �' _- ----------�_, Electrical Plans ELECTF\1GAL LEGEND ELECTF\ICAL o S _ &BRACF UO5 ONLY ,, 9 110 DUPLE OUTLET 1. ELECTRICAL OUTLET HEIGHTS AS MEASURE FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO --- --- r r/ , 592 Timber Bridge Lane - - CEILING MOUNTED LIGHT DE. 12 AFF(GENERAL)-KITCHEN 44 AFF- HROOM 39 AFF(44 AFF WITH RAISED VANITY)- LAUNDRY , ' r �� t`� \�\ \, '' r r ' , ' \ A >� HALF WIT HED OUTLET ROOM 36"AFF- EXTERIOR WATERPROOF 12" FF TO 42" AFF -GARAGE GENERAL PURP05E-44" AFF Atlantic Beach, Fl. 32{)07 �FI GFi DUPLE OUTLET �c PULL-CHAIN 2. ALL TRIM PLATES& DEVICES TO BE GANGS ,WHERE P0551DLE. _ ` --J G i 3.ELECTRICAL SWITCHES TO DE AT 42"CENTERLINE ABOVE FINISHED FLOOR. _ , ,' j ► \\ ` { /r it r '� WEATHER PROTECTED OUTLET 4.ELECTRICAL PLAN 15 INTENDED FOR DID PURPOSES ONLY. ALL WORK SHALL DE DONE IN STRICT _ { i i i Drawn By Sheet wp�GFt �- WALL MOUNTED LIGHT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION,DY A LICENSED ELECTRICAL ,' r�� ��� �y i y '` �' rr �,' ARJ CEILING OU LET CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION& SIZING OF ALL ELECTRICAL,WIRING& Date 10-14-2015 ® FLOOR OUT ET RECESSED LIGHT FIXTURE ACCESSORIES. �� ' rr ' 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2014 FLORIDA BUILDING r \ rr \\ I Scale 1/4 1-0 � 220 OUTL CODE, SECTIONS 8314 AND 8315 ► r i �r _ 11-011 O RECESSED EYEBALL 6.PROVIDE AFC15 (ARC FAULT INTERRUPTERS) N ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 i tl i \\\ SPECIAL PURPOSE OUTLET 7.GFIS (GROUND FAULT INTERRUPTERS)FOR WATER AREAS AND OUTDOOR CIRCUITS PER NEC, SECTION Plan of SWITCH � EXHAUST FAN W/ LIGHT 210-8 0 , ; \\ ,/ �� `, Hampton- B Mod. 10 8.ALL PERMANENT INTERIOR LIGHTING 15 100/a HIGH EFFICACY CFL/LI=D LAMPS PER FBC EC R404.1 PREWRE PREWIRE `Y3 3-WAY SW TCH F EXHAUST FAN &B AICE Q &BRACE Q ONLY wF/GF1 \ ONLY � \� Written dimen5ion5 Shall have precedence over Scale dimen5ion5. 4 4-WAY 5W TCH Contractors Shall verify and be res on5ible for dimen5ion5 and DIMMERS ITCH ® FLUORESCENT -' �\`\ /-',/' FIXTURE conditions of the job. TELEPHONECARRIAGE LIGHT -' F Northeast Florida Design,Inc.hereby re5erve5 its common law �`\ copyrights and other copyrights in these plans,de5ign5 and ideas. cry CA13LE TV These plans,de5ign5 and ideas are not to be copied or changed in any DOUBLE FLOOD LIGHT manner or form whatsoever,nor are they to be assigned to any third PREWI E & BRACE party without first obtaining the expre55 written permission from Northeast Florida Design,Inc. CEILIN FAN WITH LIGHT Q SMOKE DETECTOR A db co CARBON MONOXIDE - PANEL B DETECTOR 12627 San Jose Blvd 2, K) FLOOKELECTKICAL FLAN _ _ s��t 702 e OFFICE COPY - ortheast- Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 NOTES 2,_0„ 12 8 2x8 OUTRIGGER 055 ROOF S EATHING 30#MIN.FE IT FASTENED PER FDC 8905.2.7 FASTEN SH GLES PER FDC 8905.2.6 , 2X8 5TWN. VENTS 1x6 T+G 12 1/2"DRYWALL o 4.5 r- RU55 = o N t PLATE HEIGHT DRIP >< V >< A 2X6 2-2X6 TOP PLATE V r r 1X6 T&G NICHIHA 4 x 2 j t 11 2X6 STUDS FASCIA SOARD 2X6 HARDIE OR NICHIHA SIDING 45"ANGLE I I i 4 I j 5�" (2)2x6 OVER (D \X 1/2"DRYWALL I I 10 (3)2x12 5EAM5 cxv A i \� TOP OF WINDOW W/ 'PLYWOOD I I SPACERS I I I I I I PT 4x DECORATIVE SEAM PER ENG. BRACKET(SEE ELEV.DRAWINGS) I I I I I I I I f I I I I I I PT 6x6 P013T ' ' - W/1x W00 TRIM cry REVISIONS -91� 21-0" I 1 0 I I I I � I I o 2x8 12 WINDOW OUTRIGGER 8 _ OSB ROOFSHEATHING iEN HARDIE OR NICHIHA SIDING 2-2X6 30#MIN.FET FASTENED PER FDC R905.2.7 PT 2X6 CA I I 2X12 JOIST RIP FASTEN SHR IGLES PER FDC 8905.2.6 �'' I i - FLASHING X >< I I /Poor SLOPE cI Ix >< R-19 INSULATION 2x2 DALUS E85 2X8 BTWN.W I VENTS AT 4"0.C. 1 2X6 STUDS 1x6 T+G 12 2x WOOD TRIM _ i, I I o I I WATERPROOF MEMBRANE o� 4.51 TRUSS 1/2"DRYWALL w co I I OVER 4 SHEATHING UP WALL N PT 1x4 RA E I I AND P05T MIN.12" =v HC PLATE HT. ON EACH SDE DRIP 2X6 RASE PLATE IVERSIDE DECKING ZX >� SUD FLOOR I x 2x6 I i SLEEPERS-RII' NICHIHA 4 x 2 DRYWALL _ I SLOPE 50 LEVET. FASCIA BOARD STUCCO ON c� I i SHEATHING I I 2X12 NAILER �sr 45°ANGLE PT 2x8 BEAMS PT 1x2 ON x6 I I n ■■ Ca 16"0.C. 1 i Build With Confidence 1I 2x10 NAILER a FLOOR TRUSS DRIP ON PT 2x6 i I 2x10 EXPbSED JOIST z PLATE HEIGHT w� 4x10 SEAM 1X6 T&G _ >< 414 Old Lard Road, Suite 502 A` �'OVERLAP JOINT ;, ` Fleming Island, Florida 32003 6"RAD. 1- t T-8"TO FACE OF CMU FOUNDATION WALL BELOW 2-2X6 TOP PLATE Office: (904) 264-6553 I ;; 2X6 STUDS Fax: 904 269-2729 4x6 DBACKET 1 i ,, 9 �x a HEADER I FLASHING AT CAP STUCCO 16"0.G. ) 6, 3 4, It i I 11 V TBEAM PER ENG. 11 i 'XLot 171 45*ANGLE TIE ROD HOLD i TOP OF WINDOW 1 't DOWN 9 DEAM = PER STRUCT. STUCCO ON FOAM DRAWINGS CAP TRIM Atlantic Beach 4x4 DRACE c? _ \1 I `� i �- cl� O 5 60 ANGLE �? 3" STUCCO FINISH 2 1CountryClub II/ I A 4x6 BRACKET I I FOAM CAPITAL SUD TRATE I I I I GARAGE °°R ---, Crisco Residence 45°ANGLE 12x12 CMU COLUMN 1 CONCRETE FILLED " W/REBAR PER o STRUCT.DWGS. . I 0 I z 11 0 WaSection Details C) 592 Timber Bridge Lane Atlantic Beach, Fl. 32007 STUCCO ON WINDOW FOAM SILL HOUSE SLAB 2-2x6 Drawn By ARJ Sheet i 1 >> R-19 INSULATION Date N10-14 2X6 STUDS 3„ Scale STUCCO FINISH STUCCO 916"0.G. 1/4" = 1-011 of SHEATHING 1/2"DRYWALL Plan DRIVEWAY GARAGE SLAB X2 OVER 1X10 FLUSH W/CMU Hampton- B Mod. 10 ' J STOP 2X6 BASE PLATE >< >< > >< >< >< >< FINISH FLOOR DECKING x10 ON 2x8PT 2x8 Written dimen5ion5 Shall have precedence over Scale dimen5ion5. TWD BEAM v i�` I JOISTS >< >< >< >< Contractors,Shall verify and be re5pons,ibie for dimen5ion5 and conditions of the job. ONT.2x8 PT PLAT E i r 4 GONG. GARAGE OVEF\HANG , ..BAWL SLAB 5ECT1�N 9 F�111')NU H Northea5t Florida Design,Inc.hereby reserves its common law /ANCHOR BOLTS ;; SPACE S REO'D. copyrights and other copyrights in these plans,designs and ideas. "-1'-0" "-1'-0" These plans,de5ign5 and ideas are not to be copied or changed in any SCALE:3/4-1-0 .SCALE:3/4-1-0 GRADE 8"CMU manner or form whatsoever,nor are they to be assigned to any third FOUNDATION party without first obtaining the expre55 written permi55ion from Northea5t Florida Design,Inc. TUCCO ( CMU PILASTER 3EYOND FOOTING PER ENG. - _- 12627 San Jose Blvd =- -- Suite 702 OFFICE COPY w o�the t-� Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 i NOTES r 12 2'-0" 10 8 055 ROOF SHEATHING 30#MIN.FELT FASTENED PER FBG 905.2.7 FASTEN SHINGLES PER F5C 8905.2.6 1x6 T+G 2X8 STWN.RR �RP��oPM o 12 TRUSS 053 ROOF U3 W x 4.5 �� SHEATHING = v f HG 30#MIN.FELT FASTENED PER FBC 905.2.7 FASTEN SHINGLES PER FDC 8905.2.6 2X8 BATTERS,HOLD DOWN ' "FROM TOP OF TRUSS FOR T&G AT TACH PER ENG. P�10N FASCI BOARD "DRYWALL CLG. 1x6 T+G 2X8 BTWN.RR 2X6 2-2X6 TOP PLATE o 12 � rRu55 °ANGLE _ N ' '� ROUGH OPNG HEAD HEIGHT REVISIONS VAPOR BARRIER.SEALED AT DRIP TOP&BOTTOM PLATES. 2X8 RAFTERS,HOLD DOWN NOTE: "FROM TOP OF TRUSS FOR T&G ATTACH PER ENG. 1.EXTERIOR ENESTRATION PIECES NICHIHA x 2 HARDIE OR NICHIHA SIDING FASCIA BOARD DRYWALL CLG. SUCH ASF AM 5ANDING ARE TO BE , --- INSTALLED VER THE SCRATCH/BROWN �� i� 2-2X6 TOP PLATE COAT OF 51 UCCO WITH A STRIP OT HEADER SELF-ADHE ING FLASHING OR 45°ANGLE SELF-SEAL G MEMBORANE n HERE 2.THE JU URE OF EXTERIOR PLASTER WHERE �� \� ROUGH OPNG HEAD HEIGHT AND FENES RATION PRODUCTS SHALL 3E _ SEALED W11 H A SEALANT COMPLYING WITH SECTION 8613.8.1 OF THE FLORIDA 5UILDING COPE,RESIDENTIAL IVEKSIDE ><� WATFR RESISTANT BARRIER- 2 LAYERS REQUIRED FASTEN LATH 9 7"0/C t• w■ "MIN.PENETRATION Build u i l dWith Confidence . INTO FRAMING ��- v d a z WEEP SCREED-SURFACE SHOULD NOT 5E SLocK�D w/ 414 Cold Hard Roads Suite 502 d. FINISH MATERIAL FOR DRAINAGE �, Fleming Island Florida 32003 Ad Qv PURPOSES Office: (904) 264-6553 Fax: (904)269-2729 STUCCO ON TEWINATION OF TUCCO FOAM SILL STUCCO TERMINATION PER ASTM C -926 A2.2.2. Lot 171 DRIP SCREED INSTALLED PER A5 M 1063-03 1/2"DRYWALL Atlantic Beach N 2X6 STUDS CountryClub 3 R-19 INSULATION 7/16"OSB WALL SHEATHING 7/8"STUCCO R-19 INSULATION 2X6 BASE PLATE 7/16"055 WALL SHEATHING PAPER BACK WIRE LATHE 2X6 STUDS RUN TO TOP OF PLATE. „ Crisco Residence 1/2 DRYWALL VAPOR BARRIER.SEALED AT WEEP TOP&BOTTOM PLATES. SCREED r---------- 2X6 5A5E PLATE I 1 I "SUSFLOOR HARDIE OR NICHIHA SIDING 7/8"STUCCO 4"CONC. Wall Section Details ON CMU SLAB 592 Timber Bridge Lane Atlantic Beach, Fl. 32007 J STOP I FLASHING N 8"CMU FLOOR ¢ TRUSS FOUNDATION GRADE 2x10 Drawn By ARJ Sheet 1 I I Date I DRIP 10-14-2015 I i FOOTING PER Scale 1411 = 11-011 ` ENG. of STucco Plan Hampton- B Mod. 10 �� 0 Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be responsible for dimen5ion5 and conditions of the job. TYFICAL1 STORY WALL SECTION Northeast Florida Design,Inc.hereby re5erve5 its common law 1 copyrights and other copyrights in these plans,de5ign5 and ideas. 5GALE:1"=T-0" T2nd F These plans,de5ign5 and ideas are not to be copied or changed in any 2 manner or form whatsoever,nor are they to be a55igned to any third SCALE.1-_1-0 party without fiat obtaining the expre55 written permi55ion from Northeast Florida Design,Inc. 12627 San Jose Blvd - Suite 702 OFFICE COPY = = cr east` Jacksonville, FL 32223 Florida Design,Inc. 904.260.3 319 i NOTES F LAI M AT MAS . _ _. IMMIUMM C NIS 1U MT OM 7"Gl ffi6B , r r uu►T t c 1 wx��+ •r I vecrM i ----- t �iN�M� NBTAMIL�sur es WVm M off4w 1.E7crEllo[ijFtRL 6M'D�IM l3"FT t �- . Wff$FAMP "Xt ' am&UWA7x>4rs �� carter nFv1�LLEY.M wr�rruFr r� �Fifa ADd111[7fwt,NM3TAt1+AT�1 ° 9FOWNnON F c=0LE ers rRASH ,,�'!.•. - y y �y� ■■�yy�.yy�.cam•.ate■. 1 .. ■ • •� M W�. 1.Do NM T No&Ir on FWU ff'Ai.•�l Cam"LINE § M $ r WT fM PtASM 0"Kir =` I I I GMA LFLA GE Mis+ca I GNAT t'" i rMltS�4�CYl 1<A�#1NNN311LtY .- ..-may i i i ✓ .. _ FE84MMsT `Y } " r '--_` `"a. iP'�i- y„+'�''� i1P�PNd�IH�WBk7lEAIfWiF�iiB�E ��]I18F�18 YII�Il�Gi11� �R T9'h +� j � �,,rP,t,••.. +�,`+.,� A.+�"' t1Ni$t'e''r,�ar,� yfiA IIBT7ALLF`>NN= W VWE NETAL iMlhi4�'� a✓''� R FaiBlE1�MER lM 46 • . ' _ �� we�'.'� ��..� EX79CNali1Y'r��t�"JIMI�SlC'i>0!1 STE M ., °' P STEP '' TEFF MOM UM FLAUC AT IM G&V UNMMAYWW DETAIL DETAIL vFLA�IIN� NTS � • -� _ HENT STACK FLASHING NTS ._ , W Y - Nidi`i'iM xr F3W U F/W NO VD 1 M5FE�1Tt ,M�arrAu t MMEl3 ve+rr h111NCiE14T ip�/I gw 1Mtll sh"NAM110 'fM1EY1 'WU 1W RWF 6 A� �.SET w iPIJ1:4�IG ,�T,>r ANDEACM iWAr MATHER LAMM MEJENTUR;wH4UMPUMM �� w UW F#�TJMIp�A71 tkti>�itlM�iaAB� - w :, IAfYGltl1�11M1"l MM 3L UttlE STt[1 UEM REVISIONS FU*M tit SUPOLM AT " 53 suErALFLI t1M1EIC `t F FMT@MTCIMKaF STEP' 4 TES" ' TEP rw FIS - ,"�• � ,.•" r " ° ALI..&Tl1FII�M ©1 (I�T11M�1LA11 Mtn !H STARTER IURSE MOAU twill wor coma °"-- -,, y.MIib7J11.L*I8'IFIICTIIM I aFP �B 2.�r c�NrcxT�r,++a MINGLE FXKWM FL#A~Ovm F>6AW AT MOD OWY FLAAW,ITM n wr.a e TCi00 M Ee� YiSF OfMielLt WSMAW BI�Jr iC 7MMd V KruuPAWANsIrw 1'Ir{N2Y�JAIMW ► r DETAIL D 'I�1L NTS �� M: ;M YMaN11ICEASWiMi.T ��s1 rT STUCOXIM Fwa"w.60 r �a ear�r 4 I LAP MW4EM M( ER W&M FLA .�ma�yy�ny��■Y�Mb #4yy�y� FLANGE x +�txsMas PLOMOOMMO ER E ND RAE. Oftubtas WAL OEM" vi 1�?11E TW MAMMOMFUL B 1 My iUN �A , FIRST t LI " �� MI wM�nrr c r T Fi► a, ro INTERIOR VIEW NETAr. ANaxll� � , .� ' r � M 'hllll!$f1iRTE!!wu'11M� r w INXfMIT +L.� M STEP 7 STEP 8 STEP U 11r ,Ir U tIWLi'Ii1 . � I cam xc*awrIM � � NtIhD ► 1 FLASHING INSTALLATION DETAILS I.T.S. 5XSE7LFi �0LfG6Itii� Build with Confidence MONO # lmom MWTALL1lllili R[1i)F CEOMfi ' 414 Old Hard.Road, Suite S02 "* FQ.T IJRYIA�Ir \ t; Fleming Island, Florida 32003 _ ,, --�I�I�acIFMNc� 7Mi'i Office. (904) 264-6553 SHINGLE NI�LIMPt FAQ cSF Fax (904)269-2729 D TAIL IO+DFI ' DETAILSDETAIL ver FLAMING RTS , 4i orM c r MSM Mr* NTS Vi(A1■L F1.AS�iINO-UP SO N`I Lot 171 _ Atlantic Beach tFMANDOMMPM MUM NOMAJUMM Club Country �T TFLd Kam AF'KY lEJ1UWAT FrAV,OF D SMP 3ris o Residence � c ROOFTRU55E5 - - 11OTRATI�ED . 80TT�I U 1M CSF JP�I W WHML BEcO PTOR07 Ea APF i 0 AY MUTANT WITEfW111. - M9��tti`YEIt1�lU S EA7FMB • _ FlashingDetails 2x4 BLOCKING REQUIRED Al PANEL JOINTS wYx- ; LMOFOOMOPENM .j - s • • 592 Timber Bridge Lane -- --- _ Atlantic..� .�� .� �LF,ii�M�R3iE1NI1dME • t1 Beach h, Fl. 32007 DOURFRAW 5054,5C1 6A5E I AYER: 518"DEN5GLA55 FIREGUARD SHEATHING ATTACH WITH(2)1�'TYPE'W` DRYWALL SCREWS NO VENTS ARE ALLOWED FACE LAYER: y - �T 5/6 DENSGLA55 FIREGUARD 5HEA TNMG Drawn By � Sheet ATTACHED WITH 1 PE"G"DR'rWALL _ 17 W SCREWS 012'Y).C. -OFFSET JOINTS IN BASE AND FACE LAYER 24" ..y, .. •. Date STEP I STEP 410-14-2015 NOTE. Scale 1/4" -0'' 1 DE51GN 5A5ED ON GA 91.E No.RC 2602 = of Plan Hampton- B Mod. 10 .�: AOS SECTION-(1)HOUR FIRE RATED(UNDERSIDE ONLY)SOFFIT AS NEEDED TAIL ONLY APPI.ICABI.E WHERE SEPARATION D15TANCE OF OYERHANG 15 LE55 THAN 5'AND MORE THAN 2'FROM PROPERTY LINE x rHlsof = - Written dimen5ion5 Shall have precedence,over Scale dimen5ion5. EXTMNELF40HERM Gontractor5 Shall verify and be re5pon5ible for dimen5ion5 and ALTERNATE: r —= � ��-=� �,,,�, ,� �... : conditions of the job. RATED SOFFIT ASSEMP>LES WHICH MEET } UL STANDARDS FOR(1)HOUR k FIRE RATING ARE PERMITTED AI#<7l1JA1 Northeast Florida Design,Inc. hereby re5erve5 its common law w 6 copyrights and other copyrights in these plane,de5ign5 and ideas. These plans,de5ign5 and ideas are not to be copied or changed in any yIrAl +l manner or form whatsoever,nor are they to be a55igned to any third party without f irst obtaining the expre55 written permi55ion from STEP 2 TP Northeast Florida Design,Inc. OFFICE COPY - DOOR FI A HII�tG INSTALLATION DETAIL, � ==: �� 12627 San Jose Blvd rim - w: Suite 702 =: ortheast__ Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 TU13E STEEL PECK, RAIL PECK TO WALL FLASHING NOTES FOP, SIDING URETHANE CAULK JOI (TO BE MAINTAINED) BUILDING PAPER TO FASCIA METAL FOK STUCCO, 118"-3116" LAP OVER METAL I PLI-DEK SYSTEM ICC-FS ESR GRAVEL STOP FLASHING i I��� OF\ � -2097 EXTENDS UNDER POST 26 GAUGE GALVANIZED BONDERIZED SHEET METAL FLASHING MIN.2"126 GAUGE GALVANIZED,BONDERIZED RUN METAL LATH TO EDGE 4" Ya"TO6' L-METAL OF THE HORIZONTAL SURFACE 3 GRAVEL STOP PLI-DEK SYSTEM E z WFFP-SCREED FLASHING ICC-E5 ESR-2097 E f CAULK INSIDE AND o N OUTSIDE FASTENERS U') MIN.26 GAUGE (FASTENERS PER GALVANIZED : STRUCTURAL) BONDERIZED N 5/8"MIN EXT.GRADE SHEET METAL PLYWOOD THE PLI-DEK SYSTEM ICG-ES (3/4"RECOMMENDED) ESR-2097 TERMINATES AT THIS SLOPE 1/4"PER 12" POINT WOOD BLOCKING OR ,y PLYWOOD EXTENSION MAY VARY ACCORDING o TO FASCIA APPLICATIONS o STUCCO/EIFS Z 5/8"MIN EXT.GRADE PLYWOOD (3/4"RECOMMENDED) SLOPE 1/4"PER 12'' BITUTHANE/BUILDING PAPER BASE PLATE AS REQUIRED STRUCTURAL PLANS z O O BUILDING PAPER STEEL POST PER STANDARD GUARDRAIL PANEL O O 5/8"MIN EXT GRADE PLYWOOD 50mm 19mm(34")MIN. SLOPE 1/4"x 12" (50mm APPLY MANUFACTURER'S RECOMMENDED JOINT SEALANT AFTER COMPLETION OF PLI-DEK FINISH REVISIONS COAT.THE PLI-DEK SYSTEM TERMINATES AT THE BASE OF RISER.SEALANT WILL NEED TO BE MAINTAINED 5/8"MIN.EXT GRAPE APPLY MANUFACTURER'S RECOMMENDED PLYWOOD FASCIA TO WALL TO DECK ��-PE ESR TEM PLI-PEKJOIN FINISH SEALAN ATrTER COMPLETION OF (3/4"RECOMENDED) SLOPE 1/4 PER 12 FLASHING INTERSECTION THRU-BOLTS OR LAG BOLTS PER STRUCTURAL PLAN BLOCKING AS REQUIRED PER STRUCTURAL PLANS BEAMS MAY OCCUR DECK PLAN VIEW 2.5 LBS/SQ.YD. GALVANIZED(DIPPED)EXPANDED DECK TO WALL FLASHING METAL LATH 2.4 M X.69 M(96"X 27) OVERLAPPED 19 MM(314")AT EDGES WALL FLASHING FRAMING 410 MM(16") IVE & SIDE THRESHOLD O.C.MAX OVERLAP LATH ON THE 'LASHING MIN.276",26 GAUGE FLASHING TO THE EDGE GALVANIZED,BONDERIZED OF THE DECK SURFACE EXTERIOR GRADE DECK-TO-WALL FLASHING PLYWOOD 16 MM(5/8") WITH STUCCO STOP FOR WALL MIN WITH 3.2 MM(118") STUCCO AND EIFS SYSTEMS s GAP BETWEEN SHEETS is Build With Confidence 0 ST F L A SH` + EXTENSION METAL TO 1 NG FLASHING PAPER TO BE INSTALLED BEHIND DECK COVER SEAMS IN PLYWOOD 414 Old Hard Road Suite 502 g TO WALL FLASHING 50 MM(2")MAX. Fleming Island, Florida 32003 � r 4"AND PRE CAULKED DRAIN — — — Office: (904) 264-6553 \ BUILDING PAPER FACE NAIL(A MIN.OF — Fly: (904)269-2729 TWO NAILS PER SIDE) TO OVERLAP 4"MIN. AT THE FLASHING ONI DECK SURFACE EACH SIDE OF POST A)IN DI APPLY MANUFACTURER RECOMMENDED JOINT SEALANT Lot 1'71 t l BEHIND FLASHING AND FASTENING l 1 l l l I 1 AT THE TOP OF THE BATH — -1 — t i l FLASHING. I �- Atlantic Beach FLASHING 15 SECURED TO SUBFLOOR WITH NAILS STAIR FLASHING CountryON ALL SIDES BUILDING PAPER TO BE INSTALLED BEHIND OFFSET METAL LATH EDGES SHEET METAL 0 THIS APPLY"MANUFACTURER 152 MM 6" MIN FROM POINT MIN.2 RECOMMENDED JOINT SEALANT i PLYWOOD SEAMS FASCIA METAL AFTER COMPLETION OF THE POST&RAIL EDGE FLASHING PLI-DEK BASE COAT AROUND FLASHING BASE OF POST. PLI-DEK SYSTEM Crisco Residence TERMINATES AT THIS POINT GALVANIZED,26 GAUGE,FLAT METAL G588 TO BE COATED ON ALL VERTICAL INSTALLED ON ALL CORNERS OF THE FLASHING POST AND NAILED TO THE SUBSTRATE j i FASTENER PATTERN FOR TH1��SHOLD FLASHING FlashingDetails M ET A L LATH POST 1x4 NOTCHED*WOOD T RIM (PER PLAN) AROUND PERIMETER OF BASE (OPTIONAL) 592 Timber Bridge Lane ) DOUBLE FLASHING FOR 50 TO 152mm(2"TO 6")STEP-UP SEALANT SEALANT Atlantic Beach, F1. 32007 76mm(3")O.C. NOTCH POST 1/2"DEEP 0 3" IN THE FIELD 25mm(11/2")O.C. ABOVE DECK SHT'G AROUND (12 STAPLES PER ON OVERLAPPED PERIMETER OF POST SQUARE FOOT) LATH SEAMS PER STRUCTURAL THRESHOLD FLASHING Drawn By ARJ Sheet PLYWOOD SEAM COVERED 26 GA.BONDERIZED PLI-DEK SYSTEM IN 2 WIDE SEAM PAPER 2-PIECE SHEET ICC-ES E5R-2097 Date 10-14-2015 AND STAPLES 1�'O.C. METAL SADDLE APPLY MANUFACTURER'S RECOMMENDED OVERLAP LATH MIN,4"LAP FULLY JOINT SEALANT AFTER COMPLETION OF Scale 1/4 1-0 19mm(3/4")min. BEDDED IN SEALANT TERMINATES AT THE BASE 0 DRISCR STEM ++ _ + ++ (ALL 4 SIDES OF POST TO BE o 0 MIN 3„ of FLASHED) o o am 1 O GALVANIZED BPlan Hampton- B Mod.ONDERIZED DECK P CAULK BETWEEN FLASHING FLASHING MIN 2"ON DECK AND AND THRESHOLD,AS WELL HEIGHT DEPENDS ON RISER-SIZE AS BETWEEN DOOR JAMB OVERLAP WALL TO DECK FLASH AND THRESHOLDWritten dimen5ion5 Shall have precedence over Scale dimen5ion5. DOCK SHEETING POST CONNECTION PER 4"ON EITHER SIDE. STRUCTURAL PLI-DEK SYSTEM Contractors Shall verify and be re5pon5ible for dimensions and IGC-ES ESR-2097 conditions of the job. U o U) O — — 6� wo "' w FLOOR JOIST OR BLK'G- Northeast Florida Design,Inc. hereby re5erve5 its common law UJ < — — — — — CONNECTION POST PER copyrights and other copyrights in these plans,designs and ideas. c5 STURCT. These plans,designs and ideas are not to be copied or changed in any manner or form whatsoever,nor ore they to be a55igned to any third MIN 2° party without first obtaining the expre55 written permi5541 from ---M---------r--�-- ---.-T,- - .---- --. . - . .. - -- - --------. - .- Northeast Florida Pe5ign,Inc. 50mrn(2")O.C. CAULK BETWFEN FLASHING AROUND PERIMETER COAT APPLY GU80 BASF COAT AT POST BASE TO AND COMPRESS TOGETHER 5/8"MIN.EXT.GRADE - � OFFICE DIVERT WWATERER PLYWOOD (314"RECOMMENDED) COP _ NOTE:WHERE LATH OVERLAPS PERIMETER AND FLASHING PAPER _ - __ 12627 San Jose Blvd (PLYWOOD SEAMS)STAPLE EVERY 11/2" O.C. SLOPE 114"PER 12" '� _w Suite 702 - ortheast Jacksonville, FL 32223 Florida Design,Inc. 404,260.3319 DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX NOTES 3,4 NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS DTT2Z (8)%"x 1 %2'SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN Building Code th O STUCCO AND DIRECTLY MIN�/s'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d NOTES 2 3 CS18/CS18 (9)10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN Florida Building and Residential Cod s,5 Edition(2014) O z ( ) %"0 x 4%"EMBED EPDXY OR SCREW ANCHOR ADHERED STONE ST-3A....................1 ST LEVEL ROOF FRAMING PLAN � - COMMON: 6 O.C.AT PANEL EDGES, 6 O.C. IN THE FIELD. 2x4 BLOCKING IS REQUIRED AT Code for Design Loads � (NOTE 6) UNSUPPORTED PANEL EDGES. HTT4 (18)0.162"x 2%"IN STUD/BEAM/TRUSS, ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) ANSI/ASCE 7-10 _ (NOTES 2,3) 5/$"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MTS12/MTS12 (7)10d x 1 %2'EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) -' � MIN%6"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W 8d ST-5.......................TYPICAL WALL SECTION SHEET ROOF LOADING'.............................. ...............Cd=1.25 Q ALL OTHER VENEER ST-6......................SECTIONS AND DETAILS TOP CHORD LIVE LOAD.................. ...............20 PSF a Q (NOTE 8) COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2x4 BLOCKING IS HTT5 5 (26)0.162"x 2%2"IN STUD/BEAM/TRUSS, ST-7......................SECTIONS AND DETAILS(IF APPLICABLE TOP CHORD DEAD LOAD................ . .............7 PSF REQUIRED AT UNSUPPORTED PANEL EDGES. (NOTES 2,3) /$ 0 x 6 EMBED ANCHOR IN CONCRETE(NOTE 1) MS24/MSTA24 (9)10d COMMON EACH END ) MO BOTTOM CHORD LIVE LOAD LEGEND N ATTICS WITH LIMITED STORAGE....... ........20 PSF(PER FRC) MIN 15/2'32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION (20)SDS%4"x 3" SCREWS IN STUD GROUP N Y O -- TILE ROOF HDQ8-SDS3 MS36/MSTA36 (13)10d COMMON EACH END OR OR SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ATTICS WITHOUT STORAGE....... ............... 10 PSF tUL z `� (NOTE O PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND /s DIA.x12 EMBED ANCHOR IN CONCRETE ALTERNATIVE FOR THE APPLICATION SHOWN (NON-CONCURRENT) o = 8"O.C. IN THE FIELD LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL p LL BOTTOM CHORD DEAD LOAD....... I W (38)16d SINKERS INTO STUDS 11 1Od x 1 %2'IN TRUSS/RAFTER ...............5 PSF � Q � MIN�/g'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH STHD14 ( ) EOR ENGINEER OF RECORD p O w O SHINGLE AND METAL ROOF (WET EMBED) HTS20/HTS20 (11)10d x 1 %"IN TOP PLATE AND/OR STUD 0 O z z LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING EW EACH WAY (NOTE 9) OSB ORIENTED STRAND BOARD C WIND LOADING................................ ................Cd=1.60 � � SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. LTT20B (10)10d x 1 %"IN STUDS ASCE 7-10 3S GUST. 130 MPH (5)8d x 1 12"IN TRUSS WSP WOOD STRUCTURAL PANEL N FLOOR DECK SHEATHING: 23/2'T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O C. IN THE NOTE 2 % "x 6"EMBED EPDXY OR SCREW ANCHOR HA4/H2.5T 1 „ BASIC WIND SPEED ( ) 2 (5)8d x 1 /2 IN TOP PLATE SYP SOUTHERN YELLOW PINE 0 o0 EXPOSURE CATEGORY.................. ............... C (NOTE 5) FIELD. SPF SPRUCE-PINE-FUR � � BUILDING CATEGORY..................... ............... 11 MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d ABU44 (12)16d COMMON&5/"x 7"DRILL&EPDXY HA8/H8 (5)10d x 1 IN TRUSS CONT CONTINUOUS ENCLOSURE CLASSIFICATION...... ............... ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. (5)10d x 1 2 IN PLATE O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER 13/4"WIDE UNO. N .E INTERNAL PRESSURE COEFF....... ................ 0.18 MIN 7/s"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3" 5 ' C&C DESIGN PRESSURES............. ................ (SEE TABLE 1) "SW°DESIGNATED SHEAR WALLS: ABU66 (12)16d COMMON& /S x 7 DRILL&EPDXY (9)10d x 1 %"IN STUD (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) Cy (NOTE 8) O.C.AT PANEL EDGES, 6 O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), (12"EMBED AT GARAGE DOOR RETURNS) TSP (6)10d x 1 %2"IN PLATE LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE co U_ 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. J FLOOR LOADING............................. ................Cd=1.00 NOTES: HU48, HUC48, (14)16d COMMON IN HEADER LL CN[ TOP CHORD LIVE LOAD................. ...............40 PSF 1s HU28-2, HUC28-2 (6)10d COMMON IN BEAM ) QTA QUICKTIE AQUA SEE TABLE 6:UPLIFT ANCHORS 1. FOR SHEATHING THICKNESS GREATER THAN /32 CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SPH4/SPH6 (12 10d x 1 %"IN STUD w `O QTB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS TOP CHORD DEAD LOAD............... ................10 PSF SHANK NAILS. (0.148"x 3"LONG). BOTTOM CHORD LIVE LOAD.......... ...............0 PSF HU410, HUC410, QTG QUICKTIE GREEN,SEE TABLE 6:UPLIFT ANCHORS -� BOTTOM CHORD DEAD LOAD....... .. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. (18)16d COMMON IN HEADER (6)10d COMMON IN TOP PLATE QTO QUICKTIE ORANGE,SEE TABLE 6:UPLIFT ANCHORS = FOUNDATION KEYNOTES: GENERAL FOUNDATION NOTES 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE 8"x8"DEEP THICKENED EDGE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH A W/(1#4 CONT EDITION(2014)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 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR I I TYPICAL REINFORCING 12"DEEP FTG W/#4 @ 12" CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. BARS AT THICKENED B EW UNDER BOX COLUMN, 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT I FOOTING,SEE PLAN FTG TO BE PROJECTED MIN SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL I II 6"LARGER THAN BOX FOUNDATION WORK MAY BE REQUIRED. M MIN 24"LONG#4 OR#5 COLUMN ON ALL SIDES 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN 0 BAR SET AT MID-DEPTH ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL N I I I OF SLAB,TYP ALLC 16"SQx12"DEEP FTG W/ PLANS FOR LOCATION OF SLIDING GLASS DOORS. M RE-ENTRANT CORNERS (3)#4 EW 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. 0 � _ _ _ _ _ _ _ _ _ 24"SQx20"DEEP FTG W/ 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT 0 = D (3)#4 EW CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET L �—L 6. SHOULD SITE FILL CONDITIONS ALLOW FOR SLAB AT GARAGE DOOR TO r- RETURN APPROX.TO EXISTING GRADE, IT IS ACCEPTABLE TO REFER TO CNI HOUSE SLAB 30"SQx20"DEEP FTG W/ � E (4)#4 EW FOUNDATION KEYNOTE"A",THIS SHEET,AND OMIT CONTINUOUS STEMWALL Cq _ FOOTING BELOW GRARAGE DOOR. 9 RE-ENTRANT CORNER DETAIL 36"SQx20"DEEP FTG W/ SEE SHEET ST-7 FOR 'T (RECOMMENDED) F (4)#4 EW FOUNDATION DETAILS N PLAN VIEW, DETAIL TYPICAL @ ALL M RE-ENTRANT CORNERS G 48"SQx24"DEEP FTG W/ (5)#4 EW,T&B LL cN wmoI ) J N p U) 85'-3" C/)Y 18'-8" 15'-11" 12'-11" 12'-11" 24'-10" C c N co ° w F_ O r F- bD 11 I I I I N I - - - - - - - - - - - - - - -1 I N 1 I i L--- U I I 7 SIM I I I 2 _ 2 I 7I � �- - - =T_ - - - - JO � Q I 1 I I I i I — I NOTE 6 I I z 0 9 -j 2 o I I I I = ° 2 I— o 1..1 F _j C? 14'-0" 4'-8" 16'-9" 18'-0" 3'-7" 3-112 2'-1" 22'-3" 1 I I I I ti ww a z 20 II II I 1 1 aLj � ° ❑ WE < Z - - - - - -� 1 f—1 F_ I STEPS TO BE I I d- LL IDo - Ua J � I @SLABELEV � � � ❑ � - HZO � OWmNm PROVIDED PER 1 = ~ Q >- w0 - OmaaQOww � a0 Z J - m � ZZ ❑ BUILDER I o O WWa > pUIWW ❑ U LL a) N - 0 F (n o0. W 0ma . zMF- Wz � 0 a a w � 0Z " w aW � NoW � I = WoZrjm v—Zj F- 01woz � aOxoo io aW - zaw - ❑ xj - Qa 0o I ( I iv I V :' ORM& POUR REMAINDER NOTE 6 I I m 0 a M W v z 0 0 z w 0 0 w E9 < U W W mo < xw QHWUI- m M OF CURBW/(1)#5 _ zzQX� ❑ 0 � o - IwOz 9 CONTINUOUS VERT I ( w W w z w x Q W a a w 0 - - - -I I w ww < mw1 - 000 ` ww - /� I� I @48 O.C. _ I z z = } ZQwzz :i �ia � QwO 7 SIM NOTE 3 I I I `'t I ( : z ZOOz } w �nwa � cn ? zHH 3 I 6-4 I i I w WZ Jj - W0QNWQF- L31 I I _ W - ❑ ❑ WEB � aWL - °� I I I 1 o I I I I I I Q IQZ >' ZIQOwa - Qw V_ I I I I I I I I I I 7 I o I- Z0a ��. O � 01 . WQZ < I I I D I I I NIw < 0 � z 0 0 2 ► I ( @SLABS (- -I - - - - - - - - - - - - - - - - - - - - - - - - - - -� I VN U_ I I I I I I ELEVI I v Z SHEET NO.: - - - - - O 21-011 1 19'-52" 71-02�1 5'-0" 5'-11" 8'-6" I I I I w FOUNDATION i I I I I CL PLAN = I I I I STEPS TO GRADE NO JOB NO.: TO BE PER BUILDER RS PROVIDED D U 4'926 Q SUBDIVISION: �- - — -) o Atlantic Beach 9 Country Club — � � _ _ _ _ _ _ _ < - - - - - - � — — - - - - - - - - -� F_ F — I < 1 �- - - - J 2 _ I I N �- - -� � - - - - � I �- - - - - - - - - -I-� I I I z 171 1 I v /� _`-t• I #4 OR#5 VERTICAL DOWEL, N FLOOR PLAN:1 TYP ALL LOCATIONS o 0 _ 1 9 I 1 I I- - - - - - - II I N o Ham pton-B sIM Z2 DESIGNED:o r —, 6 I I I I I v JH/JML = I � I I I w 9I I I 4-0 18 0 3-2 1-10 2-0 7-4 6-2 51- 0 141-61 ( I I ■ H REVIEWED: w JPA � � I I I I I I rl M �. 1 Q REVISIONS DATE 6 1 I I I _ 12"SQURE SOLID FLLED 3 ao ( I � 1 I I 1 I PIER W/A(2)#4 OR#5ICMU CMU C L - - - _ o I I 3 I I I I CONTINUOUS TO CMU COLUMN m 2 I ( I I I 7 SIM ( I ABOVE LAP MIN 25",(3)TOTAL w 1 I 1 I I 1 I I I z L - - - - - — - - - - J G o - - - - - - - - - - - - - - - - - - �_I- - - - - - - - - - -1 �_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�J I- - - - - - - -� I I I BARS AT THICKENED 0 ■ ■ I ( I I FOOTING,SEE PLANLLI - - - - - - - - - - - - - - - - - - - - - - - - - - - - I II MIN 24"LONG#44R#5 Q I I BAR SET AT MID-DEPTH z (( OF SLAB,TYP ALL (n VL 4'_011 57'-11" 8'-2" 15'-1" I I RE-ENTRANT CORNERS 0VIL L�L — - - - - - - - - - H - - — U 85'-2" — LL HOUSE SLAB Q Ci) STRUCTURAL RE-ENTRANT CORNER DETAIL EN1 � 1 (RECOMMENDED)0 J °°; ®� ° ' PLAN VIEW, DETAIL TYPICAL @ ALL °* `,,°•,����, RE-ENTRANT CORNERS Tz OFFICE COPY -:4r X �� _NDATION PLAN 1 A = 11011 ra on,FOUQ , Y .P, , �® T ENG E NG '*'P. Tdo�58344 ,; 161 �?5�s , hk FRAMING KEYNOTES (QT) --/; NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 4x4 N0.2 SYP PT POST CONT.TO CMU 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. FOUNDATION WALL ATTACH 2x12 PT NO.2 SYP BELOW, (5)TOTAL LEDGER TO FACE OF CMU WALL 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO W/(2)ROWS%2'DIA. REDHEAD WEDGE BOLTS @ 24"O.C. SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL STAGGERED SHEET. Cn 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: M •(2)2x12 NO. SYP PT 0 A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM JOISTS @ 1 'O.C. N •ATTACH TO -EDGER CHORD W/3" CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. N W/HU212-2 SQUARE x J"WASHER @ B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR CO •4x12 SYP PT OR 4x12 CEDAR TOP OF BEAM DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. _! PORCH BEAM •DRILL MAX%"DIA. HOLE 4. PORCH BEAM FRAMING NOTES � THROUGH CENTER OF EA BEAM A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. TO ALLOW ALL-THREAD TO BE j t6 CONTINUOUS NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 00 V) WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT d' ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH BEAM TO STUDS W/MS24, HTS20,OR MSTA24. C: ATTACH 2x12 PT NO.2 SYP •2x8 NO.2 SYP PT - N B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N LEDGER TO FACE OF CMU WALL JOISTS @ 16"O.C. Q) W/(2)ROWS%"DIA. REDHEAD •JOIST TO LEDGER . - PORCH BEAM TO TOP PLT W/MS24,MTS12,OR MSTA24. M LL WEDGE BOLTS @ 24"O.C. W/LUS28 STAGGERED 71 C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. U_ cNi MIN 12"EMBEDMENT PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR O ATTACH MIN 2x8 PT NO.2 SYP DRILL&EPDXY PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24,MTS12,OR L0 LEDGER TO FACE OF CMU WALL MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24. J W/(2)ROWS%"DIA. REDHEAD PORCH BEAM TO COLUMN DETAIL NTS D. BEAM ATTACHED TO EXISTING FRAMING Z WEDGE BOLTS @ 24"O.C. ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ o U) STAGGERED SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Y � •(2)2x12 NO.2 SYP PT 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER Q 6x6 N0.2 SYP PT POST, JOISTS @ 16' O.C. CONT.TO CMU PIER TYPICAL WALL SECTION SHEET. ATTACH TO LEDGER BELOW,(3)TOTAL C1 W/HU212-2 6. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED 0 _ AT THIS SECTION ONLY LV 7. PLANK ORIENTED HEADER FRAMING :D > O A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 U) m d' EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON F- T_ DETAIL SHEET. •2x12 NO.2 SYP PT B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH JOISTS @ 16"O.C. HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. 0 •ATTACH TO LEDGER C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. FRONT PORC FLOOR FRAMING PLAN W/HU212 STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT OF PLANE WIND LOAD. Q ATTACH 2x12 PT NO.2 SYP 8. WALL MUST BE FRAMED 2x10 NO.2 SPF OR GREATER @ MAX 16"O.C. m LEDGER TO FACE OF CMU WALL 9. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION",SHEET ST-5 0 W/(2)ROWS%"DIA. REDHEADwl U C/)WEDGE BOLTS @ 24"O.C. rl\ 2 STUDS w0 2 STUDS CO STAGGERED ST-7 QTA QTB A A R REAR LANAIFLOOR FRAMING P _ A ST-7 swi W W z o NOTE 4 4x12 SYP PT OR a • o 6x12 CEDAR .......................................... Q0 N0 OWWQZ ...,......_.._...................._............ ..............................................................._...... ..................... .. .._................ ........ .. ... ..._.. ........ ............_.............................................. ................. ........... ........_................ . ........... .... ....___....... .... ............... .... ti - w _ 0 �A....... �...... B. goo ? � z � � oWv � m .... HDR UP 4 _ - NOTE NOTE4 ~ J } ao zwj zzo 3%"x 11 %4"LSL (2)2x12 SW2 rn WSP HDR-0/2 2 2x6-1/2 I I w 2STUDS (nw O Q � ww - Om4 � QO w 4x4N0.2SYP PTPOST � m G2 WW � 0 wWww � NNoo CONT.TO CMU (n i4 QTA L- Z 0 a w o FOUNDATION WALL 4 STUDS M N ST-6 (/} p o m a Z W �' m z 0 �- (� Er aG...... ......_.......... ..... __.......... ..... .._.._ .. .G w W w 0 Z n BELOW,(5)TOTAL _ 2STUDS w �- 07 z a o Q ❑ N = w W N - W w QTG (2)2x4-1/1 � o Cf7 Z W aW 0w � = = w ❑ Zn � QTA � � Z a = Hcn _jM � F zwaw '(2)2x12 ~ � Cl) aWzI- zW ❑ zaXo � O � C/) 1 O � WQ. I � W W � DQW 4STUDS C/) Lu A GARAGE DOOR DESIGN m ❑ aQ � w � WW � N ❑ Qfw (2)2x6-1/2 QTO (2)2x10-1i3 !: WIND LOAD(PSF): W Q W z Q F- W w +22.11/-26.50 W Wwz XaW � a � N LL W Q a l- O v O Z W W (2)2x6,-1/1, Z I zQ 0 � a j O L7 a w 0 Z t7 ❑ wNwa �n ? zI - A \' 'NOTE FRAMER' W WZ � � mzWjQNWa � F- � z } z 0 E3 = 4 E3 Ld M � Fm<- E � Z QpPY � wOWWz � � � ... — V Um0I p a :2 STUDS w THERE ARE NO ALTERNATIVES TO . o w • Q �- I- • = o ? 3NawQ ❑riHznm ................. .... ..........._........ THE SPECIFIED GARAGE RETURN NOTE 7A QTA F- C7 CONSTRUCTION. �,,,,_jG4 LL -� SHEET NO ........... __. _ _ o T-3 O ST 6 (2)2x12 Q STRUCTURAL Co Z 2 2x10-1/3 GARAGE DOOR DESIGN J 0 (n M N ( ) _ WIND LOAD(PSF): JOB NO.: +22.11/-26.50 � RS4926 J 0 Q vl � SUBDIVISION: 00 w/(3)2x10 N0.2 SYP Z x ***SPECIAL FRAMING*** PLANKDOORIENTED 2 T Atlantic Beach H S STUDS PORTAL FRAME P1 z � . 2 STUDS F- j Ij CO x Count Club ........... ST-6 _ : 177-71 a m w � �2 N Q `., QTB H QTA (2)2x6-1/2 I .. M _ .........._ ............. I z LO171 .... .. LU ,� _ — 2 -_...Lo .... .2--STUDS w w i(2)2x12 ST-6 0 0 FLOOR PLAN: ow QTG HUC41 J Hampton-13 0 4x12 SYP PT OR Z DESIGNED: NOTE 7A 2 STUD C7 (2)9%4'LSL-2/2'' - 4x12 CEDAR _ JH/JML QTB 0 STUDS 0 w I— REVIEWED: 7 � W 2 STUD o Co� o __ O � (2)2x12 QTO W X wl j2"ALL-THREAD w JPA EACH BEA TO CMU PI -- -- - O ANCHOR DRILLED THROUGH CENTER OF �' C� IZ NOTE 4 A - A - - A O BEAM WITH MIN 12"DRILL AND EPDXY Q (2)2x8-112 (2)2x6 1/1., ...... .... A _ .. _.. (2)2x6-1/1 DATE REVISIONS ..... ED, MIN/8 THICK x 3 SQ WASHER ON LL. (z)2x6-2/ 2 STUDS w 4 STUDS w OLUOMN DETAIL'S TYP ALL PORCH BE"PORCH BEAM EAMS .. .. ........ ..... . ......... ._...... O O -� =WSPDR-0/2 QTA QTGow O m ~ 0 � 4x12 SYP PT OR > W M w > (2)2x6-1/2 4x12 CEDAR Z � Cn z � NOTES Q. 1 FLASHING&WATERPROOFING ARE OUTSIDE W OF STRUCTURAL ENGINEERS SCOPE&SHALL 0 , BE DESIGNED&SUPPLIED BY BUILDER (2)2x4-1/3 0 M 2 BUILDER TO SUBMIT SHOP DRAWINGS OF PROPOSED HANDRAIL CONSTRUCTION FOR j NOTE 1 APPROVAL BY EOR PRIOR TO CONSTRUCTIONML AV &INSPECTION. low AM0 j w 4x12 SYP PT OR ' w M w (/}> z (2)2x6-1/2 4x12 CEDAR BEAM TO ADJACENT BEAM W/ A WSP HDR-0/2 2STUDS o LS70 OR(2)A35 eF FR I FILLED CMU T Z QTB � � I... 12"SQUARE SOLID F �GINE� ��'., x 12 SYP PT OR COLUMN W/ 2 #4 OR#5 BARS 4 _ _ ( ) 0 WSP HDR-0/2 (2)2x4-1/2 (2)2x8-211 (2)2x6 1/2 4x12.CEDAR DRILLED AND EPDXIED W/MIN • 'U EMBED INTO CMU PIER . - -}- ._ ..... _... ...._. ........_..... _ _ -.. -_- - ......... .._._.. .. ............_. ..... ..-.._._......- ..._.. ......... ....-...: ....._...... -.......... ... ...... ....__. .__... .......- .... ........ .. ... ... y '*A • w B 1 .L.. BELOW, (3)TOTAL.. .� T m 0 w. .. --- ->-. -..�.. ....... i8m A 2 STUDS w w 2STUDS c� 8 � COPY • HUC410 OFF�C� W • A SIL L QTB o ��s •� A�> • ••• «� SW1 11 - 11011 JeffP. d8fi, P.E.FIRST LEVEL S RUCTURAL FRAMING PLA 1 /4ENGINEERING Q P.E. o.58544 11-18-2015 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. Ch 2. TYPICAL BEARING BLOCK C) N • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH N DIMENSION OF TRUSS MEMBER. M • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS J BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 0 LL 3. LEDGER FRAMING NOTES: U • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT N M E .._.........................__... EVERY WITH FASTENING SHOWN BELOW(MAX pp.............. ...................... . . f 37s 8.6" _ 24"O.C.SPACING) d 0 - • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0 LOCATIONS ON PLAN , NOTE 3 TYPICAL ALL LOCATIONS; • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER N 0 OTE 6 TYPICAL ALL LOCATIONS; PROTECTION AGAINST CORROSION SCAB =ULL LENGTH OF TOP •2x6 NO.2 SYP RAFTERS @ f N N CHOR IF ADEQUATE BACKSPAN (2)1 34"x 7Ya" MAX 24"O.C.,SEE NOTE 7 SCAB FULL LENGTH OF TOP IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK M TIMBERSTRAND CHORD IF ADEQUATE BACKSPAN LEDGERS SHALL BE SECURE TO WALL FRAMING WITH IS NO AVAILABLE •2x4 CEILING JOIST @ IS NOT AVAILABLE WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT -i (D 1.55E HDR UP EACH RAFTER LL. N .......... ............ ...._.._............_.... ----------------- V_2 _ _. " FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. (2)MSTA24 (2)MSTA24 (2)HTS20 OR(2)HTS20 R '� ' ROOF FRAMING LEDGER: -� � mo V_ r- T_ N C` Cal ST-7 CN C'j CN C`j N tOl N t"�I � 2x6....................(4)12d COMMON +-+ � 00 I`»- `s 3 r-- C _ __... - Cel N i' J F_ F- F_ F-- F_ F- F- F- F_ F- F-- F-- F-- F- 2x8....................6 12 COMMON--� ---� - -- F-- -- ................I!.-..:_.........._...................._._....._..._..._......._._............._.........._......_............... ...... ................._........_ ... ._ d CO O ■ .................. w.......... ....... U) .............,_............. ...................__........ , n- ,• if >F :� ,a 33 ii � '1'i it �. ..;�.... ....i,... ,r a t ....... ,�. � ,» ;. .. cn ,. ,. _.._ 1. ._. �._ ., �. �. �.. __.. 2x10................. . _ .r ' .(8)12d COMMON • :; :: is ;: ! j .� \if I 2x12.................. 10 12 COMMON \. 2 HTS20 TO N -' :. _ F °� C ) d CO O (n JO 7A ' , t.0 '� CO C,O i N C ) T iii MT 12 S W ENDS UDS J S HTS2 0 �I C!I ' C'�d HT 2 0 U S2 t ) - F- FLOG j ', Q R FRAMING LEDGER(VV/NAILS): F G 0 6 @ Q FGEO 0 z x E. .. ........ 1 T 2x6................ 3 16d COMMON �. N P , is is i ......_. ..::�" :': is ii ?: :: ii :i ,.: �'��: � is is :: ....... .. ............ r ............... ...... ..................... .. ... ...._........... ......................... : :H>..-. :� x, ._ J03A \ G00 F- 2 '-2 i 4 I- F- � m ..............(7)16d COMMON O PT 2x10 = �3 THA42 o d' F07 .' l � PT 2x12..............(9)16d COMMON LGT3 SDS2.5 . ...... .THA422 F13 :::x......... .. A _.__. __ F.- THA42 cn FLOOR FRAMING LEDGER /SCREWS): - J00 �! F-- -- THA425 (WO cn 2 J 11 11 ' 1 . j PT 2x6................ 3 x 4- LONG#14 WOOD SCREWS C )/a /z SC w c d' fie¢ /y F0� ' i I .. . THA425 F12. ,x �_._...._ :>.... H- L.. ................(5)/a X 4-/ LONG#14 WOOD SCREWS r , PT 2x8 .. .:: ; !,I is !E !1 .! -_ } ..,�.. _ .. !: ,: ': ; : � g m PT 2x10.............. 7 /a X 4-/2 LONG#14 WOOD SCREWS 110 TI A426 a. w ( ) THA420 ,. CL C7 PT 2x12..............(9)/ X 4-/2 LONG#14 WOOD SCREWS 2 oo O F0 THA425 j � \ € H H THA420 F2 ......_.... .-......_.......-........... ._.... U J 1 • Uj o 4. O RAM NG NOTES Y HA420 3 11 2 O • ALL RAFTERS TO BE MIN.2x6 N0.2 SYP 24 O.C.MAX. I� - O H Q F03 F11 , U ALL SLEEPERS TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. x<.. .._................4.. • FASTEN SLEEPERS TO EACH TRUSS/RAFTER W/ 3 16d �....... CD .. ... .._.... ........ ........ ...... U t ) 11 0,..4. a o . .F Z `�HA425 � ii is is is li } 11 11 O cn W, COMMONS MIN. • EACH RAFTER TO SLEEPER W/ IMP N HUPLIFT 2 S SO 3 OI- F03 m LU CONNECTOR. F- .! i .fix. Y ... .. ......... .. .. w U • ALL RIDGE BOARDS TO BE 2x8 N0.2 SYP MIN. THA425 Q 2 Z -� a FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO I W tC3 I- RAFTER WHERE APPLICABLE W/ 5 10d COMMONS MIN. } I� w ( ) xo F03 ... .: .... �:., a f FY J 1 V i; i LL T�A420 _O RAFTER SPAN SCHEDULE 308 w 0 Q � to owWQZ W 0 C� I- W O.C. tL I o i f 3 F 4 S ...... r'F ...... ! !: i O ¢• Sr................................... ..... ......._................ .. ..ow`3+ e,*..: .:: :: ,: :. :: :: :: :: :. f: :i i i ,i'. ,w�: ' F03 z w LUMBER SIZE ;;;> __... ,a .. ,t,Y SPACING 0 x... .`.;- d . .. W - W : 1 F03 � ! O 2X6 2X8 2X10 2X12 Q �- ww OmQ � QD w THA420 _ .............._ ...... __ .. ,.. ,.. _ �r.": LL ! m d W � � > 0 N W p U � 0 11 W YJ 12 - "" 1 /1 1 11 W W J Q Q O N �-w� ---- � � 141-51@18-3 21-8 251-611Z o a w ❑ �` 3 HA42 _ ` F� fF N : 11 p m a z r' z � ❑ �gp; �✓>� 16 1 11 1 11 1 11 1 11 H `Ii � W v i r......_ TFA425:: 12-6 15 10 18 9 22 1 p _ 110 LI- ,...�..., o t!1 z a w W ¢[ f�&jj� Q L9 N I W W r,7 r�7 i 0 i./ince F „ t- .......- O L 11 FxJ FIJ :......................... ..... . ........._. ..._....- '. .............. .. ..... ._.............. i 1 11 1 11 1 11 1 11 W W (� ❑ . .. ...._. ;a._ 24 I I 0 W W ::I HW F I wQ 102 1211 15-4 180 it 0 11 - - Q ' TH THA420 : a A.42 !. .r V L f 20 L. DL #2 SYP z �. C° F :,.>... HTS20 5 S o Q HZ W XJ - O z W 0 n ._ .. C. {.. _ o a o Q J1 __, W I w � �: 1�F�A425 L'O � m � � wD pOz w Z W W 0 I 2' L7 Q N Q � EILIN J I T PAN HEDULE Z CL W W - _ _... _ - _ Q - Z t_- p W H Z U I- W fA L7 ,:i %i' ...."r1...........__............ .Y.............................x,......... ..... ..:....... ................................... _ ......._................_...,s.:x .._... ..._............_.... .;..,...,,., O.C. LL. W Wiz _w USN z 10 SPACING I- D 1 HA42�` # - HA2 LUMBER SIZE 2f _ �;� � zI } ZQ � Zzano � Qwz THA426 2x4 2x6 2x8 2x10 0 0 ................ . ......... L7 Z _ - [� I I a Z cn z i } W EO - 1 ...,f.. t. r Z pQ QRZ H � :: i i :: :: ................_ a.. .. .::.:.).... ....... , ._ ..._..... .... ..._ `"`. '"-.... ..-.___... ............._........_.__.....................__.............. 11 1 11 1 11 1 11 ,, x. .. 12 11-10 18-8 24-7 261-011Z W w J m Z H 3 f Q ;::,..„: "::: .........._..... . Z W to W Q F U J 10 T A426 THA426 F0 W w - p M w I, Lj � - :: ''. 7" 251 711 ' �� ,�' 16" 10'-9" 16'-11" 21'- J z p w 9. - - w � IQ- Iz �� �C7ZW0 IjI-- E Q F0 !: : ....... ..___.... .........._ ! 11 1 11 1 it 1 11 11 Z U Q - W Z __ .. 24 91-311 13'-11 171-711 - Q is..... .. i.-._ ... ............................. Y.[.......... ........................ ....-...... ........._..... QI- � � I OJ K ,.�1 o ;; �; ! ;' I •TI- A425 �'F°-IA425 '_ THA42 F : i 10 L.L.JS D.L.#2 SYP Q 2' J F07 LL. THA425 j _....................... 2 :HTS20 H. 4 _....._..... .......... ... C ) t..:..._._...: ' 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY SHEET NO.: :::. J 1 M ;:: -..._...._•___--_.-. , A Y .5 ............ .........<...........-._..._.... ...... ............ ...-....... j ........ ..... ..................... .. ..... ..... .-......................................... ........ ......... .. i A BUILDER IN ACCORDANCE WITH FRC R302.12. F0 ST-3A -rH 4 , S 9i 0 ,: 11 R AVE . RAFTER E OVERHANG •2x10 NO.2 SYP PT JOIST 1TS20 - O.C.C. 2x x 6 O 8 7 LONG NO.2 SYP SCABBED RAFTER TAILS ... ROOF FRAMING : : ------ -- --- -- JOISTS TO LEDGER W/LU@C210Z • - ---- ;-' J ---- --- RAFTER TAILS TO TRUSS TOP CHORD W/ 2 ROWS _ - HT 20 . C ) Q - S BRG:BLOCK I�EQ;D TO BATH FACES „ •ESTABLISH SLOPE PER BUILDER 10d O.C.,STAGGERED a. PLAN OF TRUSS (2 TQ'fAL SEE NOTE 2 '� • 2 MSTA36 TO N4RROW FACE OF JOB N • O J12:_.�.�_..... . ,. 7. CONVENTIONAL FRAMING NOTES Q •• C ) J .._._......... TRUSS VERTICAL • SEE"OVERFRAMING NOTES"ON ROOF FRAMING PLAN FOR U RS4926 is SPAN CHARTS AND ADDITIONAL NOTES.SPAN CHARTS MAY BE Q U USED FOR MEMBER SIZING UNLESS SIZE IS TED PLAN. _ .m..... ........ ...............: U I O I O ON LA ._.._.. . _ S BDIVIS N: J12. • ALL MEMBERS TO BE N0.2 SYP UNLESS NOTED OTHERWISE. J13 w..w.. ALL UNSPECIFIED RIDGES ARE CONSIDERED NON o Atlantic Beach STRUCTURAL RIDGE BOARDS AND DO NOT RE UIRE -I is Q k. �f ft _.-�._.. ' ° SUPPORTING STUDS OR UPLIFT CONNECTORS. U ntry Club lub 11 10 J12: NOTES Q • ALL LL RIDGES BOARDS TO ONE I A O SIZE LARGER THAN J -� I F 3 :iµ f i i� i FS � �f /i t i .;...:...:" F 4 F i i: S f : i tf .... .. .. _. _ : �: .. ..... ._ ... ;. LOT NO.: .. . .._2 �._.......2 .........« � �..», . 2 ,..� 2 ..�-�.» 2 1 1� � 2 2 "� 1 0 2 .,.:�°. .� _��° 2 � 2 2 1. FLASHING&WATERPROOFING ARE OUTSIDE "' ', � ; SUPPORTED RAFTERS OF STRUCTURAL ENGINEERS SCOPE&SHALL • FASTEN 2x6 N0.2 SYP L CO LAR TIE FR MRA S O TER T RAF R . .................._'.:""-'- BE DESIGNED&SUPPLIED BY BUILDER O TE z 171 J`I 2WHERE APPLICABLE W/MIN 1 - J09 TA: 6 Od ' • RE IR J08. �•.. _..., ........, __..... i U ED MEMBER CONNE TI N PROPOSED HANDRAIL CONST Q C O S ARE AS FOLLOWS' APP BY R PRIORCONSTRUCTION RAFTERS O APPROVAL EO RIO TO H amt n o B RAFTERS:S 1 H T 2 5T O TOP PLATE INSPECTION. O 6 12 M & S ECTI N d COMMON JO A O C t O j TOENAILS TO RIDGENALLEY. DESIGNED: . J "V� 2 T x10 N0.2 SYP P ° 2x8 RAFTERS: 1 H2. T T T ....... «.....................................................................,, _._ _...... ; ..,... .._ ;. : I P PLATE,(8)12d COMMON = LEDGER ATTACH W! JH/JML 3 .................s.........1.... , U ....... x.a.. . S20 TOENAILS TO RIDGENALLEY � 43t2)1T -- � ' I SCREWS PER NOTE 3 � W �9 I 2x10 RAFT 1 tom- ERS ( )H2.5T TO TOP PLATE, 10 12d COMMON ..:.........` REVIEWED: TOENAILS TO RID ENALLEY. 2' ' O 7 G : i FF1 -.__ _....... ........ .... ............._... .._._.... - ., .,, x• :, JPA .v , Y e ...................._.............................. ............. ............ ..... , ........... ......... ...._._........._. kF ................................ ... -..... ......... ...... .....�......._ ..._ ._.. .............. ................,.. ................x..Y...............................f.- ........x.F`.... ... ......f'..i...................... .x.,` .x..:.... 'Y. ...a_x.......... ...x..1 x i�F ..:x......... .................... .......... ... .... .... .. ._.... . . ,. W t. ........ . .- CEILING JOISTS a. Lo 111 2x JOIST:(3)10d COMMON TOENAILS TO TOP Q REVISIONS DATE HTS20 LL U_ ISL.. U_ U_ U_ U_ LLL 1 U_ LLLLL LL U_ PLT/RAFTERS. LL U-, U-• TJI CLG.JOIST:(3)10d COMMON TOENAILS TO TOP ___ __..... ....._ _ PLATE/RAFTERS. m D 57'10" _-. __... ____..__. ____.-___._____-_..-_-.. ._.-._..-_ .-.... ._..___ _ __. _... _ -..... __.. _.._....... _.._.._._ .. _.___.._..,_._._......___. _._...._ _.._.__ ._.-....._.�.. ..._.____ ..._.. __._... _.._..._.-...162" _...-__,_... _ ._....... ..._...... ,.... LIJZ OTE 6 TYPICAL ALL LOCATIONS; W SCAB FULL LENGTH OF TOP �s CHORD IF ADEQUATE BACKSPAN TRUS�7 ENGINEERING NOTES: < IS NOT AVAILABLE z Z • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALLlow p TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE.TYPICAL WALL SECTION SHEET. v • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING Q • 2550# DRAG LOAD APPLIED TO TRUSS T24D. < L • 3750#AND 2350# DRAG LOAD APPLIED TO TRUSS T29D. } � � • GE02 TO BE BRACED BY PRE-MANUFACTURED GABLE END BRACING TRUSS � � On 4a ! Axa•1� x •k)� ®E,:`J ws y �. �� .� COPY �� �-� � � �� FIRST LEVEL ROOF F MING PLAN 1 /4 11011 OFFICE �t .< • X . ." a <QT ENGINEERING 11 V 2 15 FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. Cn 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: M O A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM N CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. �N B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. J O LL 4. PORCH BEAM FRAMING NOTES IN A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. j NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 00 0 WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 4 ELEVATION. 3%2'MINIMUM BEARING REQUIRED IN WALL. PORCH 0 O BEAM TO STUDS W/MS24, HTS20,OR MSTA24. I C: B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N .E N PORCH BEAM TO TOP PLT W/MS24, MTS12,OR MSTA24. M LL C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. _jLL N PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR O PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24,MTS12,OR w Lf) MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. J N D. BEAM ATTACHED TO EXISTING FRAMING Z ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ O SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. U 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER U SW2 � TYPICAL WALL SECTION SHEET. L NOTE 9 cV co 6. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED 0 Z ... - AT THIS SECTION ONLY w _. ........ _ . . _ Q. .. ........ ................................ ....................................... . .............. _ 0 . PLANK ORIENTED HEADER FRAMING W P HDR-0/2 WSP HDR-0/2 A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 (� EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL ON f— DETAIL SHEET ... B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. 0 U „..._ FWSP HDR-0/2 C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. Y HAS BEEN CALCULATED T RESIST THE OUT ...........:.. STRUCTURAL HEADER � 2 TU O PLANE WIND LOAD.00 Q QTBa 8. WALL MUST BE FRAMED 2x10 N0.2 SPF OR GREATER @MAX 16"O.C. Z B 9. SEE"SECOND FLOOR TO BEAM OR HEADER CONNECTION",SHEET ST-5 0 .... 2 STUDSIW00 (209 CS18 It aW a Q . 00 Qp UIO OWLL4Z - 0 LL 0 - N 0 0 F- Z U N 0 W U N J } d W 0 J - _. ..... ~ H W Z O m < m U j W 0 ........._..... W rn O wWtY > pWWwONN � O ;; z OaWO wW JOt� - Oa IY � � F- W O \ cn p0ma Z - W � m Z ..,,•.._.. i- Q a 4 D N LI. W W ED N p 0 U W N _. .... Z QI0NJIY � F- � WZW4ti 04a Z 0 . 112)2x4-1/2 oWzaz � � - 0Wj � Qa ........F_ 0 0 w -NOTE1 m 4aW ° Z WzU] Z 4xwOQHO _ 04 � w W wF- F - NLLi - - Z U - W19 WWZ -x4W - 4 � N Z W LU NOTE Z zw } wQmzzJnO � � wz — - - - _Z Z - 0 � 0 A 2 2X12 EJ WWW4 zwa4HW3 � �, 4 Z m 3STUDS 0OWp O Q = Qz > zzQ � wa � � � Q � QTG � � � zcliQ �� cYi � o =OwwZa fY a ° 4 Z ... ..... ?..................... .._._... ( ) J 2 2x6-112LL (2)2x12 Z SHEET NO.: (2 2x6 T 4 Q STRUCTURAL 2 2x6-1/1 FRAMING PLAN ................ RS4926 2 STUDS LL- w 2 S TUDS � wo :...................._. U 0o Ow _' Q -- !TO SUBDIVISION: WSP HDR-0/2 NOTES (2)2x12' FINGARE OUTSIDE Atlantic Beach 1. FLASHING&WATERPROO OF STRUCTURAL ENGINEERS SCOPE&SHALL Q Country Club BE DESIGNED&SUPPLIED BY BUILDER 2. BUILDER TO SUBMIT SHOP DRAWINGS OF LOT NO.: M PROPOSED HANDRAIL CONSTRUCTION FOR z 171 APPROVAL BY EOR PRIOR TO CONSTRUCTION &INSPECTION. } FLOOR PLAN: z O Ham ton-B 0 Z DESIGNED: WSP HDR-0/2 (_) J H/J M L (2)2x12. w 2 STUDS LL- w X REVIEWED: 3 STUDS LL- w TB °o .i. w JPA 0 QTG 0- WSP HDR-0/2 WSP HDR-0/2 WSP HDR-0/2 WSP HDR-0/2 REVISIONS DATE 1 2 ...... ....... .. ......... - --.. __.. _ -- .:. .. -X _:. ._. .._.............................._ ;......_......._..._........................... 2 STUDS 0 o NOTE 4 •6x6 N0.2 SYP PT POST,(4)TOTAL m 0 w SW2 •EACH BEAM TO POST W/(2)MSTA24 0 •POST TO POST/STUDS W/(2) Z MSTA24 OR(2)CS18 - > O w Q Z Olaw � AWINL - F_ C) 141,11liginill gill LLY w U) ST WCrF0NAf 4r,� rn �.J 9 J .` qt�,• fY� ���P,a�� d O . lAA• iuj I � PY - w _ 11 OFFICE C0 SECOND LEVEL STRU TUBAL FRAMING PLAN 1 /4 - 1 O ,. Q x � .a . { x . a -0 r G` z: Q Jeffrcrr n �� T ENGINEERING Q 11-18-2 15 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. (n • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. th 2. TYPICAL BEARING BLOCK a) 0 N • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH IN DIMENSION OF TRUSS MEMBER. M • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS _J BOTTOM CHORD Wl(3)ROWS 10d @ 4"O.C.STAGGERED. 0 LL 3. LEDGER FRAMING NOTES: Lo Z3 • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT N C EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 000 U) 24"O.C.SPACING) . _ • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0 LOCATIONS ON PLAN I C: is SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER N .- PROTECTION AGAINST CORROSION N • IN ACCORDANCE W/FRC 502LL .2.1, EXTERIOR DECK �(V LEDGERS SHALL BE SECURE TO WALL FRAMING WITH .......- t µ ................. Gtr -1-1.1-1.....-........: ........ _.......--.... ........-.. .......... .. ................................................................._....... ............ ..-.....2 t'....-..-.-..--.-...... .......... ............ ......-... ........... .......... .....-.-.....-- -......-..... ....,......--i 1; �+a . ......-.. ......... .-.......7t 11"'...-...... -......- .....a.� 5WOOD SCREWS AS INDICATED ABOVE COMMON NAILS AT - N FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. p WU) ROOF FRAMING LEDGER: J 2x6....................(4)12d COMMON mo :!:.-! 2x8....................(6)12d COMMON Z ■ IIIIIIIIIIIIIIIIIIIIIIIIIII =3 __.._......._....__.......-_......._............_....._._......_........_.___........ ......._............................._.._..._..............__......._......-...._.._......_._............_._._..............._.__................. ___...._._....._......._...._......_..._--_........._.. _._..-...... f 2x10..................(8)12d COMMON 2xl2..................(10)12d COMMON (n `7,e N c d" ' " tom! r` S' Y U) ° ' FLOOR FRAMING LEDGER(W/NAILS): Q : _-._...._....._.........._................_........-.-......_. ............................__.....-................ ...... ....._......_... .i 1. G; 'Y t I F t... i....zr ... f.... PT 2x6................(3)16d COMMON —� # q ... r ,, F. . .............f ..... �! ,.._. PT 2x8................ 16d COMMON j ....q.t ... �......._ ....... t .1 f: 1`: f. PT 2x10..............(7)16d COMMON O J1 J1 = � itPT 2x12 16d COMMON (9} W "� : : X LED R . FLOOR FRAMING GE (W/SCREWS): O J2 ,:_ / : J2 : ... T 2x6 (3)%4'x 4%2"LONG#14 WOOD SCREWS : 2x8................(5)%a"X 4-%"LONG#14 WOOD SCREWS T- P : PT ; ............. - `�' PT 2x10 (7)%a'�X 4%°LONG#14 WOOD SCREWS ; : . : . / I EF �.. PT 2x12..............(9)%a X 4-%' LONG#14 WOOD SCREWS D J0 JiJ4/ ; HTS20 \\ HTS20 " : T1 -----,\ 4. OVERFRAMING NOTES Y Q) 0 _. ___1\1 _ LL RAFTERS TO BE MIN 2x6 NO 2 SYP 24"O C MAX �...... ..... _._ .- ........ . . • .: -. : A : @ Q • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. CL • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d _ _ __ __. _ ... .... .__-- _:...:.:..... ..:. .... _. ._.. . ......._ : COMMONS MIN. Z Iiii- r„ • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT CONNECTOR. I-- T 39 NOTE 6 TYPICAL ALL LOCATIONS; • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. : __ __ - . __ _. _ _ • F --:. __ _ . SCAB FULL LENGTH OF TOP FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO _... ... ..... ; Lo CHORD IF ADEQUATE BACKSPAN RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. X O Z m IS NOT AVAILABLE I` w W Q • p - T Q � : RAFTER SPAN SCHEDULE x.: - :. : ::::..- .. O U1 0 W W Q Z 2 ..__ . :::: '. F 2611 SPACING LUMBER SIZE 1 N U. 0 ? Z m N p w N ~ J } d 0 Z W OJ J m J Z W p T 2x6 2x8 2x10 2x12 Www - omF � Qp � v. - - ... ...._.. ........... ...... . _ -:_.. .. ... . __.. . : Q 12" 14'-5" 18'-3" 21'-8" 25'-6" Z o a W 0 W W -j o W N N a jr (n OOma zw � mz � 0 16 12'-6" 15'-10" 18'-9" 22'-1" z � pa } ww � Nm 0_ zW __.__ _. __ _... ______..__.__.._ ' _....__................. .. .................._......... ,.....,... :: 24" 10'2" 12' 11" 15'-4" 18'0" pw � 2 = w0ZvM _ :___, W QW Z Q I' NJ � I- � Z Qty (2)HTS20 @ � I 20 L.L,/15 D.L.#2 SYP U) Q ►I— Z F Z W 0 Z W X o IQ 0 TQC TRUSS T12 . w� LuWUa OW :3 _ _ _ __ t Z p W Z W ..... .... _.._.. . _. .. a:.:.. ..... ...... . _. .... -:-- 0 m .._. 0 < W u] OQI :__ _. ,_. CEILING JOIST SPAN SCHEDULE Q n 0 o Q — I p z .__ ... r ZZ I— _ W . . T7 T .2� i �. WWOWWQWUQ � N tea Z ��y,/ r, •� SPACING w Q � � � o _ ww ._._ ____... . -_ ___.... ___ fit, z W a �- z U1 _ _ 7\ W : i i I _._ ,tr. i : 444ddd Z W Z Z J Z 2x4 2x6 2x8 2x10 � IOit IcnWaOcn ? zIp T 7 HTU26 :i 12" 11'-10" 18'-8" 24'-7" 26'-0" Z W w Q m Z W Q Z Q .... ..... .... ... .. ...... __ ._._ .......... z r s: W p � 0 0 NWQWtiU '( J O 16" 10'-9" 16'-11" 21'-7" 25'-7" Q w - z w 0 w �_ W �_ ._1._. .......�I;_ { Z 0 FI- OIj !- � j U o 24" 9'-3" 13'-11" 17'-7" 20'-11" Z m Q - n 0 I w o z Q W W J 0 F- 0 J HTU2 Q I T7 3 �a — z i itz .... . - .._ ....................... _.... . ...... ... ........ -, SOF- _ Nau1Q0r ._-- ____ _ _ _- - __ _. _ _..__ __ _ ._ __ _ _._._. ! m a 10 L.L./5 D.L.#2 SYP Q - O O \ J N TRUSS T02 Q >- 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY SHEET NO.: J HTU2i i Z c TCS i _ BUILDER IN ACCORDANCE WITH FRC R302.12. _ --- - --_ __ - __ ST 4A ! i . Joy o o — _. ...... ....,,.,_........ 6. RAFTER OVERHANG RA � , ' \` 14 ! w w ,\` - HTU2 o a •2x8x7 LONG NO.2 SYP SCABBED RAFTER TAILS 9ROOF FRAMING :,.. .................. ROWS ..._.. : 10d STAGGERED:1 tJ J @ 6"o c. s G PLAN HT / a i. JOB NO.: . : 7 J2 HTU2 ': O o CONVENTIONAL FRAMING NOTES Q ____ ' w 2111 • " -_- --- - _.. _:. .. _..:_:.... . . - - - _ __ _-- _ SEE OVERFRAMIN K- m O G NOTES ON ROOF FRAMING PLAN FOR v RS4926 HTU2 aT Q = USED OR MEMBER S: SPAN CHARTS AND IZING UNLESS S S ZE IS NOTED ON PLAITIONAL NOTES.SPAN CHARTS MAY N. Q SUBDIVISION: J3 T� HTU2 J a • ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. t' `k, a� ___ ____ __ _ _._ _____._ _._. _ __. __ _ .. ___ _. ._. . -1 7 w w • AL ..... _.. .. 5 U = L UNSPECIFIED RIDGES ARE CONSIDERED NON o Atlantic Beach N STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE J � : _ �- Count Club JQ�- - ,_ c� SUPPORTING STUDS OR UPLIFT CONNECTORS. rY 14`11" T HTU2a • ALL RIDGES BOARDS TO BE ONE SIZE ;_ - _. S E LARGER THAN : .IO3 __. it. - O LOT NO.: 2 : . a SUPPORTED RAFTERS U :it !i $ ( �' J • FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RATER TO RAFTER z 171 : i. g Q WHERE APPLICABLE W/MIN(6)10d — : J�3` > __ „ REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: FLOOR PLAN: w w (� i .. on-B z RAFTERS o H a m pt `fit Q 2x6 RAFTERS:(1)H2.5T TO TOP PLATE,(6)12d COMMON . Jag- ri. ..... .... it .i :; TOENAILS TO RIDGENALLEY. Z DESIGNED: : 2x8 RAFTERS:(1)H2.5T TO TOP PLATE,(8)12d COMMON m . 1. i. :11-1ENALLEY. U J H/J M L J TOENAILS TO RIDG HTS 0 @ (2)HTS20 2x10 RAFTERS:(1)H2.5T TO TOP PLATE,(10)12d COMMON W Jo l N. TRUSS T02 J F— REVIEWED: TOENAILS T RID .... .... ........ .. is ,- ;; _..__._ O GENALLEY. l.t ......b. k.... �: ,. �_..... h..............._._... a..._........... f. .. Y P }. .. ,- f i i A i't' 'i„ 'E E (i i F ..t. :. ........i............................. .... .7..._....-. 3 .......... s...... ........ ._.... ............ .....}... .._ gg ..............-_ Lu .......— . ....._......:.............._... ill-N _...................fl......_ .. ..... t............................ .......................................f. ..-........�N..........._.... ...._....L .............. '� .....I--. ..�..... 7... .,............. �.......... ('!.... 3..... ,K_ N ��N . - .� . - �- - .�- Iq - - it "t N `� Nt, Lo V CEILING JOISTS JPA CD t) 03CD C) C) 0 c0 CD � C) C 0 C> "" �"` �" �0 2x JOIST:(3)10d COMMON TOENAILS TO TOP Q REVISIONS DATE PLT/RAFTERS. _...._. . .. ._... . ........ ......_- ........ ..... ...1. ._.._. ....- .._.-- ......... .....--__ ..........---.1 ._..... _ _ ... .. ._. _.__...... .... .. ..- - _._ _._ ...... . _. .._..._..: TJI CLG.JOIST: (3)10d COMMON TOENAILS TO TOP PLATE/RAFTERS. }, m _e........................................................_ ............_...._...._... .¢ ...._ ' it......_......-_.................................. 1 3 I� .r-_._.._..................._..........................._.............................__.._..-..-................................_..._........................................_........._.............................__..........._..............................._... , W Z Pi '-.-._-.._.........-...................................................................................................__................................-............................._............_....-............_....-_....................................__...... -. 11 ....._..._......................._...._......................_................ } .....-.....-._......._._._._......_...._......-......._..........................._._.....-_........_...._.._.- _............................................................_..._.................. ....._...._._.........._._..............................._.........._.........................._...-..i 1 OTE 6 TYPICAL ALL LOCATIONS; Q SCAB FULL LENGTH OF TOP w CHORD IF ADEQUATE BACKSPAN TRUSS ENGINEERING NOTES: � IS NOT AVAILABLE Z • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL pIM Iff TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING � TO THE TYPICAL WALL SECTION SHEET. v . • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING Q U) STRUCTURA >- ENGI mM, ett�r,�d (D ��;,� 1* J F;c '`® O %�. r �,sr•arty r !� *, , m O ="a r5 .� I r9 , m r �a Nf=' Z1- r 'a I, si zbo r �, y Z v` - � fto U - •n c, SECOND LEVEL ROOF FRAMING PLAN 1 /4 - 11099 OFFICE COPY � .. 0. ��� ro ft. . X � r W "r «. r , J9 r in and s• 49 CL Je on P Err `' a� T ENGINEERING P: :c $ -'ti.- � 11-18' !Vte 2XNO.2SYP BLOCKING TOFIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE TRUSS OR RAFTER TO TIGHT BETWEEN TRUSSES, (3)10d QT CONTINUOUS FROM 2ND (2)MS24/MSTA24 OR TOP PLATE W/ COMMON TOE-NAILS @ EACH 1 . PLACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBL TOP PLT O S B QTA TO HEADER - HA4,TLOK06, OR H8 UNO END, BLOCKING MAY BE OMITTED BELOW ON ROOF FRAMING PLAN AT RAISED HEEL HEIGHTS<9" HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS LOCATED DIRECTLY OVER STUD COLUMN. 2. PLACE QT's WITHIN 3" OF BEARING WALL END STUDS. III III W III °° III TRUSS OR RAFTS TO TOP PLATE W/HA4, _ 3. PLACE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT III III M TLOK06, OR H8 U ON ROOF FRAMING PLAN p w 2 MINIMAL UPLIFT WALLS") III ..... III N EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRUSSIII I SPANS OF 20 FEET OR ESS.QTA@ MAX 48"O.C. PROPERLY WIND LOAD 4. PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. III III M FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.O RATED SOFFIT SHEATHING TO BE CONTINUOUS TO 5. QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED III III _j ON PLAN.SEE TABLE 6 QUICK TIE CONNECTORS MATERIAL CONTINUOUS BLOCKING, 3/4"BETWEEN TOP OF TYPICAL TYPICAL TYPICAL O ON SHEET STA FORTY ICAL INSTALLATION. @ PERIMETER.SEE WOOD PANEL AND CENTER OF HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ I I ISPACING UNO SPACING UNO SPACING UNOI I 1 0 INTERIOR WALLS:QTA @MAX 48"O.C. U.N.O ON AND CLADDING DESIGN 04 TABLE 1:COMPONENT FASTENERS 18" O.C. MAX, MIN (2) VERTICAL BARS @EACH RETURN. QTO MUST HAVE MIN 11" �' � PLAN,SEE TAB E 6:QUICK TIE CONNECTORS ON PRESSURES ON SHEET III III � 0 to SHEET STA FO TYPICAL INSTALLATION ST-1. EMBEDMENT III TYPICAL QTA @MAX STUD SPACING PER LE 3:MAXIMUM EXTERIOR TRUSS / RAFTER TO TOP 48"O.C.,MIN(1)PER WALL STUD SPA LNG. ROOF BEARING ONLY. PLATE W/HA4,TLOK06, OR H8 I I III LUNO ON ROOF FRAMING PLAN ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS III III SHEARWALL , c RED FOR It III SW SW 111 ROOF LOAD BEAR NG N ALL SECTION AT ROOF ALT. WALL SECTION AT ROOF 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: I I i I i I co U_ (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 . III III U_ o 2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY III III U-) _j STUD SPACING PER TO 8FT O.C. PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD III °° III TABLE 3:MAXIMUM BE EXTENDEDZ EXTERIOR WALL STUD FASTEN ABLE 0 TRUSS W1 10d COOMMON @ 6TTOM E O.0TO., UNO. AT APPROXIMATE MIDSPAN WITH A Y2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT SPACING. ROOF AND CABLE CONTINUOUS Y FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. FT FROM 2ND LEVEL v INTERIOR WALL :QTA @ MAX 48"O.C. U.N.0 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE DBL TOP PLT TO ON PLAN SHOWN QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS MAX 48" O.C. OR PER SLAB o ' @ III III � _ TYPICAL:BOTTOM PLATE TABLE 8: SPECIFIED SHEARWALLS, SHEET ST-1 . I i I I i I w TO RIBBON BOARD W/10d 0 COMMON @ 6"O.C. FLOOR TRUSS III 2ND FLOOR END BY OTHERS GABLE FLOOR III STUDS TO 1 ST ■ TRUSS BY OTHERS HEADER TO TOP PLATE III III FLOOR HEADER W/ CONTINUOUS 2x4 CONNECTION PER HEADER (2)MS36/(2)CS18 � RIBBON BOARD FRAMING NOTE 3 ON ST-1. III III WITH(9)10d EACH 0 2x4 NO.2 SYP DIAGONAL BRACE @ 48 NOTE 3 III III U O.C. DIAGONAL BRACE TO FLOOR NOTE 1 &2 END OR QTA Y WOOD LOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE W/(3)10d I I I TYPICAL III COMMON TOE-NAILS AT EACH END. I I PACING UNO TYPICAL QTA @ MAX Q FASTEN GABLE TRUSS TO DBL TOP III III a 48"O.C., MIN(1)PER PLATE W/8d COMMON @ 6"O.C.,LINO III I I I SHEARWALL Z III III RQooF OADIRED FOR 0 ALL SECTION AT FLOOR l SW III BEARING WALLS Z) PERPENDICULAR FLOOR TRUSS CONDITION ALT. WALL SECTION AT FLOOR .. ._. ...... . .. ......... .._.._ _.... ___ ONLY) U) THIS ECTION IS TYPICAL FOR TWO STORY APPLICATIONS) PARALLEL FLOOR TRUSS CONDITION IF REQUIRED QT III III � X0 Z a (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER - ADDITIONAL STUDS �` a � o Q z °a � cn THAN OPENING I I( III REQ. IF QTO,SEE 4 :3 N_ 0 w w Q z WIDTH, PRESERVE III III TABLE 6:QUICK TIE ~ w m Z = L3 Ne 1 a a TYPICAL LIFT QT SPACING AND DO ANCHORS SHEET m 0 0 - z 0 U1 w m m a BOTTOM PLATE I >. a a z w 0 _j Z o CAB NOT INSTALL QT „ ST-1 Q � ww - amQaQz LL 0 EACH SIDE OF III ANCHORS @ 24 III w W a > -0 w w a a � � 0 GABLE END TRUSS OPENING(U.N.O.ON O.C.MAX Z o a w m W W o w m - 0 a PLAN) III III U) aoma za � w � mz � o TYPICAL BO OM PLATE ANCHOR@MAX w Qa � QmWHWWNONCWia w zaoa >. ww �' wnm 0ZW 48"O.C. EXCE TAT SHEAR WALLS. SEE @ Z Q = OQ � aa � � aZw � � TLOK06 32"O.C. - w N D w Z TABLE 8:,SHE T ST-1. (8"EMBED INTO ... :: ::: ....... :.... ::::.. .::... STEMWALL,6' EMBED INTO CONCRETE STUD SPACING PER 13 EXCEPT ATH LD-DOWNS.SEE TABLE 7: TABLE 3:MAXIMUM CORNER INSTALLATION � a R W a � O v O W � a Q W m L7Q � UVZWWz (nOQ � W EXTERIOR WALL STUD Q w � O - = 0 z (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90 &45 CORNERS) Z z X - a Q H w N L a - SPACING.ROOF AND TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR w w z W w Q w `-' N z FLOOR BEARING. 2x WOOD STUD WALL 1. (1)QUICK-TIE ALLOWED @ CORNERS OF TYPICAL WALLS W/ Z w W Q w a H a _ Z m w w d (2)2x TOP PLATE OVERLAPPING PLATES. SHEARWALL OVER HEADER SHEARWALL I Z Q o N W a N z Z I o QUICK TIE TO FOUNDATION 2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP -�-�/ Z w W 0 Q m z PLATE OVERLAPS THE LOWER TOP PLATE. TYPICAL PICAL UPLIFT ANCHOR INSTALLATION FOR w z p - w a N w Q a m // / // //\//\ 3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE Q I Q Z >- z I Q 'S w m o Q ZL °.� ��\ ���\�� �� ° � � � EACH SIDE OF CORNER SECOND FLOOR WALL AND z a Q o I W o z Q a // ADDITIONAL S SHEARWALLS ^ tiwz3NaNQ0[91 ? 0U \ NOTES ANCHORS PER O 1. EACH SILL PLATE SEGMEN SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL HEADER FRAMING U_ ANCHORS WITHIN 12"OF E CH END OF SEGMENT(BUTT JOINTS). NOTE 4 ON ST-1. Z SHEET NO.: 2. ACCEPTABLE BOTTOM P E ANCHORS INCLUDE QUICK TIE CONNECTOR OR %"DIA.THREADED ROD QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION 0 ST-5 IN POWERS AC100 TEAL O GOLD EPDXY ANCHORING,OR SIMPSON 12"DIA.x 6"LONG TITEN HD INSTALLATION AT GABLE WALL F- SCREW ANCHOR. SCREW-1 ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEM W L FOUNDATIONS. O TYPICAL WALL 3. SEE TABLE 6 FOR MINIMU QUICK TIE CONNECTOR EDGE DISTANCES.MIN 1 3/4'OTHERWISE. NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT 7/8"DIA HOLE /a"DIA HOLE " 7/"DIA HOLE 1 DIA HOLE EPDXY OVERSPILL � SECTION FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE CENTERED 3/"HEX NUT CENTERED 3/"HEX NUT CENTERED %"HEX NUT CENTERED 5/8"HEX NUT 1"QUICK TIE w JOB NO.: QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. IN TOP PLATE 2"x 2"x%"STEEL WASHER IN TOP PLATE 2%4'x 2%4'x%8'STEEL IN TOP PLATE 3"x 3"x 3/s"STEEL IN TOP PLATE 3"x 3"x 3/s'STEEL 8 P.T.2x BOTTOM PLATE 0 WALL SECTION AT FOUNDATION WASHER WASHER WASHER RS4926 (THIS SECT ON 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 WAL EXTERIOR LOAD BEARING WALL r 3 EXTERIOR EDGE PLAN VIEW o Atlantic Beach PLAN VIEW PLAN VIEW WASHER . PLAN VIEW WASHER PLAN VIEW 13/4"DIA OF CONCRETE Q Country Club TYPIC L WALL SECTIONS 5 10d TO 3 „ „ 5 ��A s ( ) / HEX NUT % HEX NUT w/13/8 DIA TOP PLATE 7j8,DIA HOLE 7/8'DIA HOLE %" HEX NUT / HEX NUT w/1/4 DIA V LOT NO.: 7/8'HOLE WASHER 1"DIA HOLE WASHER $'QUICK TIE EPDXY OVERSPILL Z 171 CENTERED 2"x 2"x%8'STEEL WASHER CENTERED 2%4'x 2%4"x%8'STEEL CENTERED 3"x 3"x 3/s"STEEL CENTERED 3"x 3"x 3/s"STEEL - LS18 STRAP IN TOP PLATE IN TOP PLATE WASHER IN TOP PLATE WASHER IN TOP PLATE 1N ISHER 2'DIA HOLE IN P.T.2x BOTTOM PLATE } FLOOR PLAN: FASTEN BOTTOM PLATE TO BEAM(OR (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE BOTTOM PLATE 0 GIRDER)W!10d COMMON @ 6"O.C., UNO. (5)10 TO o Hampton-B WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL STUD RE UIREMETNS ON SHEET STA FOR EXTERIOR b - EMBEDMENT Z DESIGNED: PANEL SHEATHING Q a"QUICK TIE � _ WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF 3 „ 1 „ s „ 3 „ STEEL SWEDGE a J H/J M L SHEATHING FOR INTERIOR WALLS. /s QUICK TIE /8 QUICK TIE / QUICK TIE /s QUICK TIE %2'QUICK TIE %4'QUICK TIE 5/8"QUICK TIE 5/s UICK TIE W STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CAF E TO w REVIEWED: ALTERNATE STRAPPING METHOD FOR WALL TO BEAM,HEADER,OR FOUNDATION FOUNDATION FOUNDATION FOUNDATION CONCRETE X GIRDER FOUNDATION w JPA TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION MIN 2500 psi ELEVATION 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 PLAT CONNECTION 5 QTA f1/8")-BOTTOM PLATE CONNECTION KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO BEAM/GIRDER BELOW WITH MS36(OR CS18)WITH m 8 EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL (18)10 COMMON. STUD TO TOP PLATE CONNECTION o 3"QUICK TIE %4'QUICK TIE 5/8'QUICK TIE SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER �s P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE � z BELOW WITH(2)MS36(OR CS18)WITH(18)10d COMMON 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP P.T.2x BOTTOM PLATE SIDE VIEW FRONT VIEW FRONT VIEW EACH. PLATE CONNECTIONS AT THE END OF SHEARWALLS AS _ MIN EDGE DISTANCE _ MIN EDGE DISTANCE MIN EDGE DISTANCE TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED 1 NOTES: WELL AS AN ALTERNATE STUD TO TOP PLATE M 0 WOOD FLOOR 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN N 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6. w TRUSSES BY WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE EXTERIOR EDGE P�VIEW EXTERIOR EDGE EXTERIOR EDGE �� Z OTHERS OF CONCRETE OF CONCRETE PLAN VIEW OF CONCRETE PLAN VIEW 3. EXCEPTION:SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE z EACH SIDE OF OPENING. AS THE LS18. 5/s'QUICK TIE SECOND FLOO TO BEAM OR HEADER CONNECTION ,3-s"QUICK TIE EPDXY OVERSPILL Via"QUICK TIE EPDXY OVERSPILL 3 „ PDXY OVERSPILL t o O /4 DIA HOLE IN P.T.2x BOTTOM PLATE 2"DIA HOLE IN P.T.2x BOTTOM PLATE 9/s"DIA HOLE IN P.T.2x BOTTOM PLATE BOTTOM PLATE BOTTOM PLA E BOTTOM PLATE °°° °°°° 1-1�" 1-112" U o v ovv TYPICAL WALL SECTION NOTES: 1-HOUR FIRE RATED ASSEMBLIES: ° °° v v v OR OR ovv vvvo 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C.STAGGERED • FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER °°°° °°° �t GREATER CCt " GREATER V" (UNO). MINIMUM 48"LAP W/ INIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AND ARE UNDER THE ENFORCEMENT OF THE BUILDING OFFICIAL. !'QUICK TIE EMBEDMENT %"QUICK TIE 5/8"QUICK TIE Q 8 EMBEDMENT STEEL SWEDGE EMBEDMENT � STRUCTURAL 2. 1ST AND 2ND FLOOR BOTTO PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. • FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1 %"NAIL STEEL SWEDGE - STEEL SWEDGE - 4 _ - 3. FLOOR-TO-FLOOR UPLIFT C NNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. PENETRATION INTO FRAMING SUPPORTS @ MAX 24"O.C. 4 a . CO }- WWI�P1NG 4. SEE PLAN FOR ADDITIONAL ON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS • USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE U' * * J EF to CONCRETE O �� o..�., FiQ ��,, 5. TYPICAL STUD TO BOTTOM LATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK MATERIALS PER SPECIFIED INSTALLATION DETAIL TLOK06 TLOK06 TLOK06 • WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE CONCRETE CONCRETE FOUNDATION �'�. �;.�' .�� �w PROTECTION AND WOOD STUDS(FBC TABLE 721.1(2),FOOTNOTE Q. FOUNDATION FOUNDATION MIN 2500 psi Z 6��' �` C�`0 �o 5 „ MIN 2500 psi ELEVATION MIN 2500 psi ELEVATION '• /$ TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL TLOK06 TRUSS TO DOUBL ' � s °�'' FOR"TYPICAL WALL"FRAMING APPLICATIONS.AT"SW"WALL,OSB OR ELEVATION OFFICE COP ; ;�, ,, p,fwo PLYWOOD MUST BE INSTALLED TO INTERIOR OR EXTERIOR FACE OF 6 QTB(3/16n)-BOTTOM PLATE CONNECTION 7 QTG 1/4" -BOTTOM PLATE CONNECTION 8 QTO 5116" -BOTTOM PLATE CONNECTION TOP PLATE CONNECTION ;r 9(N SPECIFIED WALL PRIOR TO FIRE PROTECTION. ( ) ( ) "� ; s w � :` «° QUICK TIE CONNECTION DETAILS ' �� � 654,' � $ 54 OT ENGINEERING N EER NG 7%4'MAX 16"MAX KING AND JACK STUDS (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO 2x NO 2 SYP NAILER FASTENED OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT APPROXIMATE 450 ANGLE TO NO LESS THAN(3)TRUSSES. TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. 2x4 NO.2 SYP NAILER TO PER ENGINEERING COMMON @ 3 O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS � GARAGE DOOR BUCK/JAMB NAILED CONTINUOUS LATERAL 11 11 IRESTRAINT II ADJACENT TRUSS W/(1)ROW W/(4) W/10d COMMON @ 3"O.C. COMMON TOE-NAILS. ( LR). QUANTITY AND LOCATION OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)10d TO STUDS W/(2)16d COMMON OR 12d CC NAILS @ 16 O.C. DEFINED BY TRUSS SHOP DRAWING. Cn ATRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD WEATHER STRIPPING/STOP O �— tV TO NAILER W/8dICOMMON @ 3 ` D" GARAGE DOOR CV FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH _______ ------ O.C.AND TO DOUBLE TOP PLATE APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE OTHER WITH(2)ROWS OF(4)10d OTHER WITH(2)ROWS OF(4)10d —� W/8d COMMON @ 3"O.C. LL COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD ______________ SIDE OF WEBS MADE OF MORE THAN ONE PIECE, N DO SO WITH OVERLAPPING BRACES FASTEN TOP PLATE TO EACH o LIKE THIS(TYP EVERYWHERE t OTHER WITH(2)ROWS OF(4)10d 7/16"OSB ATTACHED TO STUDS 7/16"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD 2x6 SYP GOAL POST ATTACHED CQ WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" TO STUDS W/(2)ROWS OF 3-%" NOTE: 14 U) O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C. IN FIELD. 7/16"OSB ATTACHED TO STUDS GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR 0 WITH MINIMUM 8d COMMON @ 3" GOAL POST ATTACHMENT,THE GARAGE TION 1 OPTION 2 O.C.ON EDGE, 12"O.C. IN FIELD. OPTION 3 DOOR SUPPLIER MAY SPECIFY A FASTENING 4 C: GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK TRUSSES NEEDING BRACING N INTERIOR SHEARWALL DETAIL PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, N 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS SPECIFICATIONS THROUGH THE GOAL POST. M LL BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE LATERAL BRACING - MULTIPLE TRUSSES U_ o THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED GARAGE DOOR JAMB DETAIL 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). L1 LO ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY J CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Z ■ :3NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. C)O 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). U) Cn 5. DESIGNED PER BCSI-133,2007. U L N CONTINUOUS LATERAL RESTRAINT WEB W a6"MAX —16"MAX _16"MAX BRACE SUBSTITUTE ~ Q WEB MEMBER SPECIFIED ALTERNATE BRACING U) ■ �� t1 SIZE CI R T OR L SCAB F 2x4 1 ROW 2x4 (1)2x4 Tn 2x4 2 ROWS 2x6 (2)2x4'" O T-BRACE FASTENED TO 2x6 1 ROW 2x4 (1)2x6 WEB W/10d AT 6"O.C. U 2x6 2 ROWS 2x6 (2)2x4* Y 2x8 1 ROW 2x6 (1)2x8 QTB OR DTT2Z 2x8 2 ROWS 2x6 (2)2x6" CL L-BRACE FASTENED TO z O x WEB W/10d AT 6"O.C. I— N SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE � X o Z 0 JACK AND KING STUDS. SHEATH FRONT FACE SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. I,- W W a Q • 0 WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING,L-BRACING,OR �' a L] 0 Z m a N SEE PLAN FOR QUANTITIES. PLAN VIEW ONLY WITH 8d COMMON AT r, Q 0 m w 0 w w Q Z 3"ON EDGE, 12"IN FIELD. IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. a a z = w U F- p o w ❑ REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND LO m 0 0 _ F- z m o w u m a ROOF DECK FAS ENED W/8d �6~MAX J6"MAX J6"MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. r J a o z w j J m z z 0 RINGSHANKS 3"O.C. ON SINGLE 2x4 N0.2 CORNER STUDS. O w w m > o rn W - 0 n m 1 o EDGE,AND 6O.C. IN THE SYP TOP PLATE PERMANENT WEB BRACING z oaw0 wWJOWN - oa FIELD. ROOF DECK FASTENED I OPTIONAL QTB IN LIEU OF ABU OR U) 0 0 m a } w w P cWn J m o z ADTT2Z,CONTRACTOR TO VERIFY MIN a I w F- - w EACH JACK STUD TO W Z 0 m w (2)VERTICAL#4 OR#5 REINFORCING QTB OR DTT2Z z Q w to owl,- 11w a a 1 F aW, z w Q w W/8d RINGSHANKS W a � Q m U' W U) 0 El @ HEADER WITH MSTA24. w �- I I FASTEN SHEATH NG TO DBL 3"O.C. ON EDGE,AND BARS EXTEND FROM FOOTING UP �- H Z Q 0 W 0 Z LL a 0 W p 0 6"O.C. IN THE FIELD. F771\- SECTION Q z a - x -1 - 2x4 N0.2 SYP COR ER STUDS SINGLE x4 N0.2 I INTO CONCRETE CURB W/OPTIONAL x Z) o w w a = a ❑ w o Q a ir W/8d COMMON @ O.C. (TYP, CD co z Q X W o I_ o - I ❑ z SYP TO PLATE I II QUICK TIE m OQaUVZWWZNOQIw 4 PLACES) FASTEN SHEATHING TO DBL I I I N `�' L�1 w W Z W X Q z E3 Q wa m W 0 2x4 N0.2 SYP CORNER I I I HOLD DOWN OPTION IN LIEU OF ABU66: W w m Q w w I H 0 (j0 N ' w w •NOTCH STUDS 18"MAX FROM BOTTOM z z W W a 0 z Z J 1 z Ifs F, z STUDS W/8d COMMON @ 3" III PLAN VIEW _ _ } z Q ❑ - _ a n 0 E9 Q w ❑ PLATE(MAX(1)KING STUD SPECIFIED ON TOTAL NUMBER OF JACK SHEATH FRONT FACE 0 0 [7 Z >. a rn w a � N z Z I O.C. (TYP,4 PLACES) SIMPSON ABU66 POST I I PLAN MAY BE NOTCHED) AND KING STUDS SHALL BE ONLY WITH 8d z W w 0 < m z w w Q w W 3 - I- Q BASE. I I •INSTALL ONE OF THE FOLLOWING HOLD AS SPECIFIED ON PLAN. COMMON AT 3"ON W w 0 0 W 0 F m 2 I a n m OSB CONTINUOU TO INSIDE MANUFACTURED TRUSS ROOF D CK �o, Q I Q z >_ z 14 m W a _ w Q a FAC OF TRUSS. TOP CHORD. WEB ,o °"` I DOWNS: EDGE, 12 INFIELD C) I._ I- IzP�. vmzwpOwl- ii s •• EDTT2Z W/12"PDXY ANCHOR x/2 QJ DRILL AND Z04 -z v a 0 I w o Z Q PLACEMENT VARY. 5/"x 12"EMBED. DRILL AND � U H Z 3 N a u�] Q o Irl II- ? v v MAN FACTURED EPDXY ALL THREAD ANCHOR. .. QTB EACH JACK STUD TO 0 TRUSSHS @24"O.C. VIEW EXTERIOR ELEVATION z I %"HOLD BACK OF FRAMING HEADER WITH MSTA24 I OPTIONAL QTB IN LIEU OF ABU OR U_ SHEET No.: 1 I ONLY IF SPECIFIED ON 'A DTT2Z,CONTRACTOR TO VERIFY MIN z ST-6 2x6 JACK/KING STUDS O N ARCHITECTURAL DRAWINGS. NAILED TOGETHER w/(2) (2)VERTICAL#4 OR#5 REINFORCING 12d @ 3"O.C. ROWS 10d COMMON @ 8" I I I ( BARS EXTEND FROM FOOTING UP Q 2x6 N0.2 SYP TO BOTTOM O.C. STAGGERED. I I ( I INTO CONCRETE CURB W/OPTIONAL w STRUCTURAL a- DETAILS PLT AND TRUSS TOP 8d COMMON @3"O.C. I I I I QUICK TIE HOLD DOWN OPTION w CHORD OR BLOCKING I I I I I ( IN LIEU OF ABU66: O J08 NO.: 2x4 N0.2 SYI BLOCKING W/12d @ 3"O.C. (TYP,ALL SIMPSON ABU66 POST •NOTCH STUDS 18"MAX BETWEEN USSES TO SIDES OF CHIMNEY) TRUSS TOP CHORD BASE L I I I I I FROM BOTTOM PLATE Q RS4926 SUPPORT BTM P TE ABOVE. A TEN EACH E D W/3 12d 2x6 N0.2 SYP o. • I I I I I ; • •o• (MAX(1)KING STUD � SUBDIVISION: FASTEN TOE-NAILS. (TYP,2 PLACES) o • I I I I I;: • o• BE NSPECOTCHED)D)FIED ON PLAN MAY ELEVATION VIEW � o Atlantic Beach •INSTALL DTT2Z W/12" U_ Country Club LONG x%"DIA DRILL AND Q z I I Z EPDXY ANCHOR " LOT NO.: ROOF DECK FAS ENED W/8d RINGSHANKS 3"0 ON EDGE 2x4 NO.2 SYP BOTTOM N N Z 171 AND 6"O.C. I THE FIELD. • • PLATE FASTEND TO G2 GARAGE RETURN �' FLOOR PLAN: C� • TRUSS TOP CHORDHam Hampton-B W/12d @ 3"O.C. p FASTEN SHEATF ING TO DBL O Z DESIGNED: 2x4 N0.2 SYP CO ER STUDS /8 x 12 EMBED. DRILL ELEVATION VIEW 5/8'x 12"EMBED. DRILL v J H/J M L W/8d RINGSHANKS @ 3"O.C. MANUFACTURED 5 (TY AND EPDXY ALL AND EPDXY ALL F- REVIEWED: (BELOW ROOF DECK)4 PLACES) TRUSSES @ 24"O.C. THREAD ANCHOR THREAD ANCHOR W .` LU JPA FASTEN SHEATF ING TO DBL ROOF DECK GARAGE RETURN a• 2x4 NO.2 SYP CO ER STUDS G4 Q REVISIONS DATE W/8d RINGSHANKS @ 3"O.C. STUDS SPACED @ NO LA MORE THAN 16"O.C. (TYF, PLACES)) TOP VIEW (NP) m ROOF DECK W CHIMNEY FRAMING &ANCHORING DETAIL TRUSSES PARALLEL TO WALL: ROOF TRUSS 2x4 SPF(MIN) NAILER FASTENED TO DBL TOP PLT W/10d @ 3"O.C. OR RAFTER 0f 2x4 SPF(MIN) W TRUSSES PERPENDICULAR TO WALL: BLOCKING 2x4 SPF(MIN)BLOCKING BETWEEN EACH z BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO U) TO DBL TOP PLT W10d @ 4"O.C. BEAM w/10d @ 4"O.C. OIft AVAIR 'W AF H TRUSS TO BEAM W/ F- OR THICKER CDX HA4 OR TLOK06 0 OR OSB FASTENED TO TRUSSES RAFTERS Q 2x WALL FRAMING OR BLOCKING W/8dLEPfi COMMONS @ 3"EDGE, PORCH BEAME16oI�VEE2(Nf� w•.;��® s� 12"FIELD. (' `>. e PORCH BEAM TO POST: O .`!• .• `�'® !OCA` WOOD STRUCTURAL (1)MSTA24 SHEATHING POST TO SLAB: z "� Sj, �• '" =� ABU POST BASE ANPHOR OR DTT2Z U a�+ • (UNLESS NOTED OTH.RNSE) OFFICE COPY TYPICAL PORCH SHEATHING DETAIL x �„ '•a ��� THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES W �.� •"'••''`y '�° Jr ♦F UNLESS NOTED OTHERWISE. P IN!Q eff _• �64$���! �" °� �•♦ ENGINEERING P 11-18-2015 4"CONCRETE SLAB W/ ROOF TRUSS --2x6 SYP RAFTERS&2x4 CEILING 6x6 W1.4 x W1.4 WWF OR JOIST @ MAX 24"O.C. FIBERMESH 4"CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF LSL HEADER UP OR FIBER MESH 8"CMU CHAIR BLOCK W/ 8"MIN RAFTER TO TOP PLATE (1)#5 CONT. ATTACH DBL TOP PLATES PER TYPICAL WALL M TOP OF SLAB � \\ \\ \/i�\\/�\/ �. l \ 28"M ------AX ---------- W/MSTA36 @ CORNER SECTION 11-F 1 O // � \/\ TYP BOTH SIDES o N VAPOR BARRIER \// \/\/\/\/j \\,\\/ \\ ; M o M \ ti// ,12 MIN. /\/\/\/\ \\ \ / / / 0O O �/\ • \ /�\\i\\\j\\/\\1\\\\\\\\ /\\//\\/ \ 2 JACK STUDS,3 KING STUDS j\ •� • /" // '\\ / _VAPOR BARRIER //\// //\//\�, // , 3 JACK STUDS p V- �,\\\ \\\\ FASTEN END STUDS TO 0y FOOTING TO BEAR ON �\ / // CORNER STUD GROUP W/ HTT5 � 6 OPT. EXTENSION IN BRICK /\ /\\/\\ FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN #4 OR#5 VERT REINFORCING /\/\/ (2)ROWS 10d @ 8"O.C., FASTEN STUD TO o N UP TO 3 COURSES: 72 O.C. \/\\ /\\/\\ STAGGERED00 12"UNDER 1 STORY WALL 4 TO 5 COURSES: 48"O.C. �`//\/ /\/1// > CORNER STUD GROUP R(2)#5 CONT ADDITIONAL NO. OR NO.5 ,\\/ . ;. �\ W/(2)ROWS 10d @ 6" zCXj WITH(2�4 O ( }# \BAR IN BRICK LEDGE •� � O.C.STAGGERED.OMIT ° C ILS AT BOTTOM 24" 16 UNDER 2 STORY WALL % \j NAOF STUD FOR HTT5 N •IT � WITH(3)#4 OR(2�5 CONT \\/ /\/ / /\ \ / INSTALLATION HTT5 N N ADDITIONAL#4 OR#5 IN M LL MONOLITHIC FOOTING SECTION FOOTING TO BEAR ON FIRM \��.//� / BRICK LEDGE 1 CN GROUND ADJA NT TO FTG SLOPES DOWN UNDISTURBED SOIL IF G OU � O AND AWAY FROM TRUCTURE STEEPER THAN 4"OPT BRICK LEDGE W Ln V-0"VERTICALLY ER T-0"HORIZONTALLY, VERTICAL REINFORCEMENT NOTED ON FND PLAN WALL SEGMENT PLAN VIEW J -Q CONTRACTOR HA TWO CHOICES: TO HAVE 6 BEND AT BOTTOM 1. PRIOR TO CON TRUCTION,SEEK GUIDANCE CAST-IN-PLACE FOOTING SPECS (TYPICAL FOR EACH WALL SEGMENT,NOT TO SCALE) Z OF EOR TO PR ENT EROSION OF SOIL. 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT 2. USE STEMWALLFOOTING 2-STORY: 10"x 20"W/3 #4 OR 2 #5 CONT •(3)2x12 NO.2 SYP BEAM W/(2) Y2" NO PANEL SPLICES 0 ( ) ( ) OSB FLITCHES > � U C/) *BEAM TO STEMWALL W/HUC610 W/ Uj SHEATH CONT.TOP AND BOTTOM O < L (14)y"x 2y"TITEN SCREWS INTO W/MIN%s'OSB PRIOR TO FRAMING m i 2 CMU STEMWALL SECTION MASONRY AND(6)16d INTO BEAM WALLS; FASTEN TO(3)2x12 AND TO Q = : • : NO CN HEADER TO BE CONTINUOUS TO 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK LEDGER W/10d @ 6"O.C. o w KING STUD W/NO FLITCH PLATE 1 _ FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 FINISHED FLOOR w U W COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 3 2x12 NO.2 SYP w a •. FASTEN SHEATHING W/8d h— MAY BE OBTAINED FROM THE ENGINEER OF RECORD. - — — ( ) g Q J ■ — (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF ,• BEAM W/ a w COMMON GRID PATTERN @ 3 O.C. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ;�//\//\ (2)Yz w Z EACH WAY,AS SHOWN OR FIBERMESH ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. �j\\j\ OSB FLITCHES a Q Q r U = CL SHEAR PANEL TOP PLT TO HEADER � --,a r-=a---a--- 9- -- -= ------ -9__ -d_____ %\�//\ a Z W/(2)ROWS 10d COMMON @ 3" O.C.STAGGERED 0 w � Y \,\�/ /��//� Z m JACK TO HEADER WITH MSTA24, (2) FOUNDATION PER a 0 TOTAL AS SHOWN Q 2x4 BLOCKING AT PANEL SPLICE a 6„ VAPOR BARRIER FOR EDGE NAILING, EDGE NAIL z SHEATHING AT BLOCKING 0 SECTION VIEW SHEATH INSIDE FACE CONTINUOUS TO LAP FASTEN ALL MULTI-PLY STUD 3 BEARING WAL FOOTING SECTION CORNER STUDS,TYP. W GROUPS W/(2)ROWS 10d COMMON U) @ 8 O.C.,STAGGERED �- BOTH SIDES U w w m Q 00 0 a Ul 2x12 JOIST @ 16"O.C.AS SHOWN, ATTACH DBL TOP PLATES SIMPSON HTT5 HOLDDOWN W/6" Q � Ul 0 0 W W Q z ATTACH TO 2X12 BEAM AND ~ w 0 I w v p w 0 W/MSTA36 @CORNER Z LID EMBEDMENT J O z Z o J p w n N DRIVEWAY SLAB OR A LEDGER W/LUS210 TYP BOTH SIDES PAVERS,SEE ARCH SLAB W/THICKENED ........_...._.._........... .................. a ~ Q w w o In Q Q 0 w L EDGE PER PLAN �'j © zm1Z � aw0 wwwp � EOUl 4"CONCRETE SLAB W/ H a H w 6x6W1.4xW1.4WWFOR '1 r r -1 r (/} pima zw �= w � mpZ � 2x12 NO.2 SYP PT LEDGER FOR JOIST Cn z ❑ a } w 0 N w FIBERMESH a � Q0WI.- Tw 011U 0'-0"A.F.F. //// ATTACHMENT,FASTEN TO STEMWALL W/ a a W Q w 0 w I I w 0 z v --- SEE ARCH. /\\j\\j • /\/\\j\\j (3)2x12 BEAM W/ a z Q = 0NO � � � � azwQO (2)ROWS Y x 2y LONG TAPCONS @ 24 4 v E- ❑ Q a -� --- /\//\�� \/\\//\\//\\//\\//\ (2)Y2"OSB FLITCH to Q Z w 0 Z w p p /\/\a °q '��d Q DWGS. \//\ \//\//\//\//\ _ J . L_ ..._. .._.._.__ _J L_.__ __ - L O.C.,STAGGERED 4 = p w a I v. - 0 w o Q w app ❑ w v \� ------a-- / / / / / /� v . m UQ � UC7ZwwzulOQ � W \\\ \ 8"MIN \\ \\\ \ \\ \\ \\ \\ \ (3)2x12 BEAM W/ Q w _ _ / / / / / / TYPICAL FOR EACH WALL SEGMENT W w Q N z / / /: / / / __ ELEVATION VIEW - Z w _ - ° / \ \\ \\/\\/\\/\ (2))/ OSB FLITCH W WwZ XQWpQm w0 SHEATH CONTINUOUS CONTINUOUS(3)2x12 BEAM ( ) Z wWQW - MZZ ] I❑- z1nwwZ 8"x8"THICKENED 8" /\\//\\//\\/\ \\/\\/ // CONCRETE STEMWALL BEYOND SEE AND PLAN TO LAP CORNER STUDS TO LAP CORNER SSHEATH TUS UDS 0 0 z>. LLN w E ❑ N z z I 0 FTG AT STEP-DOWN, /\\/\\ W/8d COMMON @ 3"O.C. *FASTEN SHEATHING TO FRAMING MEMBERS W/8d Z z p 0 Q m z - R Q LLz VAPOR BARRIER /\/\ u /\/\ EDGE, 12"O.C. FIELD W/8d COMMON @ 3"O.C. COMMON 3"O.C.,AS SHOWN W w Z J SEE PLAN //\//\ \//\// EDGE, 12"O.C. FIELD @ w - ❑ 0 w 0 �- W n - \\ \\ \\ \\ •FASTEN SHEATHING W/8d COMMON GRID PATTERN Q I Q z } z I Q p w _ p Q w / // • • // / AS SHOWN Q Pz-1zp� � 3zw zQ \\ \\ \\\\ @ 3 O.C EACH WAY, w � p CURB STEPS SECTION //�///� /� /� /� � /�//�// PLAN VIEW •'FASTEN REMAINING SHEATHING W/8d COMMON @ 3" oc • 0 w z ' Q • I z 0 4 O.C. EDGE, 12"O.C. FIELD O 1 ❑� - NacnQOCrJH _ nn 9 GARAGE ENTRY CMU STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Z SHEET NO.: FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 W1 PORTAL FRAME DETAIL 0 ST-7 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS WINDOW SEAT D P1 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. S-r-7 NTS � STRUCTURAL 6" 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY NO 4 OR NO 5 @18"O.C. ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. C- DETAILS 4"CONCRETE SLAB W/9"BEND @ BOTTOM w W/6x6 W1.4 x W1.4 e WWF OR FIBERMESH JOB N VARIES 8"MIN Q RS4926 4.m SUBDIVISION: a• a 28"MAX / / • • o Atlantic Beach \ \ t�/ \12' 'MINX \/\\/\j NOTCH EXTERIOR SHEATHING \/ i/�/\ \//\//\//\//\\ @ EACH RAFTER LOCATION Q Country Club / TO ALLOW RAFTER TO PASS LOT NO.: VAPOR BARRIER \//j \• /� �\�\ z 171 FLOOR PLAN: 6 OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 0'-0"A.F.F. O Ham ton-B 12"UNDER 1 STORY WALL U-BLOCK W/ 0 p WITH(2#4 OR(2#5 CONT ADDITIONAL NO.4 OR NO.5 (BEYOND BAR IN BRICK LEDGE 4"FLOATING CONCRETE w (1)#5 CONT SLAB W/6x6 W1.4xW1.4 = DESIGNED: 16 UNDER 2 STORY WALL Q (� J H/J M L WITH(34 OR(2}#5 CONT WWF OR FIBERMESH > . ; _ �..:» RAFTER MAY BE TRIMMED TO FIT W ` d w ROOF SHEATHING PER PLAN w BELOW FLOOR TRUSS TOP CHORD f-00 REVIEWED: T.^--: _ � _•�; _: �;_ _ FINISH GARAGE EXT ALL CURB SECTION Y' U) GRADE w JPA O. \ \ \ I Q REVISIONS DATE N co #4 OR#5 VERT REINFORCING @ \/\\/\\/ 2x8 NO.2 SYP WATERPROOFING BY BUILDER MAX 72"O.C. \ a ° o CONVENTIONALLY FRAMED W 4"CONCRETE SLAB W/ I•• I RAFTERS @MAX 24 O.C. Pi 6x6 W1.4 x W1.4 WWF OR �� FIBERMESH W 0-0A.F.F. � �" TYPICAL WALL SECTION SEE ARCH. FOOTING TO BEAR ON FIRM Q UNDISTURBED SOIL ADDITIONAL#4 OR#5 a .4 a ,i DWGS. IN BRICK LEDGE Z VERT REINFORCEMENT TO Aw 4"OPT BRICK LEDGEvk Ar a /\/\/ 4 HAVE 6 BEND @ BOTTOM RAISE TOP OF BEAM _O IsLAr /\ / / NOTED ON FND PLAN ELEVATION TO ALLOW FOR I-- \\/i\/i�/ CAST4N4PLACE FOOTING SPECS BIRDSMOUTH CUT AT RAFTER F= 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT VAPOR BARRIER 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT BEAM TO EACH � 12"UNDER 1 STORY WALL RAFTER W/TLOK06 Q WITH(2}#4 OR(2}#5 CONT CMU STEMWALL SECTION E STRU 7 16"UNDER 2 STORY WALL 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FASTEN EACH RAFTER TO � � �` TRUSS VERTICAL W/MIN J�.•'••g• ••••"7,,4�`' WITH(3)#4 OR(2)#5 CONT FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 � . RECOMMENDATION (4)10d FACE NAILS COURSES HIGH. SHOULD THIS CONDITION EXIST, .• /yQ •, MAY BE OBTAINED FROM THE ENGINEER OF RECORD. z :'� ' S •• Go 6 iD so BEARING CURB TEP SECTION 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPO(Y _ Z Im _ ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. CONVENTIONALLY FRAMED RAFTER DETAIL OFFICE COPY W wt s s • X g F .• W • �`► A • QJen �p r P► `,,��Ci .�58�►G� ���� T ENGINEERING11 I �t�o�