Loading...
Scheidel Court 1108 1110 Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. July 20, 2005 Mr. Don Ford Building Official City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Don, Attached are the following materials in support of Beaches Habitat application for a building permit for 1108-1110 Scheidel Court: 1) One(1) copy of Building Permit Application 2) Four(4) copies of architectural plans 3) Two (2) copies of structural engineering plans 4) Two (2) copies of roof truss plans 5) Two (2) copies of floor truss plans 6) Two (2) copies of HVAC Energy Sheets 7) One (1) copy of recorded Notice of Commencement 8) One (1) copy of site drawing 9) One(1) copy of letter to Ms. Kaluzniak regarding fire sprinker& irrigation systems. 10)One(1) copy of letter to Mr. Carper regarding drainage, and erosion& sediment control plans. Please let me know if any additional information is required. Thank you, Sincerely, Paul Finley Construction Manager 904.334.2278 attachments P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 THIS DOCUMENT 15 AN OF STRUCTURAL GENERAL NOTES - ENGINEER'BT5ERVIGE FOR OTHERS FOR CON- STOP LATH AND SEE 5TI FOR VERTICAL WALL CONNECTION. 5TRUCTION OF PROJECT STUCCO CORNS AS TiTLED BELOW. CODE BEAD I" BELOW 4" GONG SLAB W/ R BARRIER WWF INFORMATION DERIVED STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. FINISHED FLO OVER 6 MIL VAPOR BARRIER OVER 2001 FLORIDA BUILDING CODE (FBC) 4" GONG SLAB W/ 6X&XI0/10 WWF SLOPE 3/4" X 12" STUCCO CORNER CLEAN, WELL COMPACTED, TREATED FILL FROM THI5 INSTRUMENT OVER , MIL VAPOR BARRIER OVER AT GARAGE DOOR BEAD I" BELOW 4" GONG SLAB W/ 6X&X10/10 WWF MAY BE USED CAN NOT BE USED FOR ASCE 1-98 CLEAN, WELL COMPACTED, TREATED FILL ExP_ JOINT --------------- 1991 NDS FINISHED FLOOR OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDG -_ _ OTHER WORKS UNLESS VARIES _ �� - - L COMPACTS TREATED FILL g RA _- I -- ( d RE A N �_._. _� OP UTI 4 (ZED F 1' T CLEAN, L D t -SLOPE G D I ,4 OR HE _--- 4" GONG SLAB W/ 6X6XI0/10 WU.F = SLOPE ---------- - - I)" REIBAR CONT, - HEADER COURSE ENGINEER WITHOUT M - -� T. - - -_ L �E ERAL� : D FILL ENT OF LEGAL • � GRADE DIMENSIONS ARE - CLEAN, WELL 1TREATER — p III INFRINGEMENT 1 MIN. v(sTANcl=s 4" I STORY i • I i I — � -'- � !� _ DIMEN510N5 ARE Rf CxHTS_ A.Design is void after two years From original date OF issue, unless updated to acceptable codes and practices at thalt time. I I`' = rte- GLEAN COMPACTED "� -- _ - .1.) �- �H��rL� .----- '`' - r r ^III I 6�� 2 STORY MIN. DISTANCES ILDo not scale. Use dimenslons From the architectural plan. NotiF9 engineer immediately iF discrepancies are Found beta<een plans. - _. ___ _ _ , --= l ._ _-I I _: - --- --- c0 • ---- - - - _ - l ! — = r r SAND FILL - RE DESCRIPTION - - . I _ - _ 1 STORY W/ 2 OR LESS COURSES, G.AII details shall be in accordance with instructions From manufacturer or designer. = FOUR STEMWALL SOLID OR USE 10"x20" FTN'G D All temporary shoring shall be the responsibility of the contractor. - I - -. (2J�4 CONT. - I-STORY III 1 161. I )w- OR (3)+4 CONT.- 2-5TORY I. _ -- MIL VAPOR BARRIER /O BRICK (TYP.VERTICAL REINFORCEMENT), 04 DOWELS ` - 15 CORNERS 4 d8"o% TWEREAFTER - BEND -� Hill i _ ALL DOWELS to TOP 4 BOTTOM,EMBED 3 -- (I)"4 CONT. - - STORr III.. _ - NG /12tl INTO SLAB A.This design has been completed in accordance with pertinent standards, recommended deslgn soil parameters, and accepted , j - .I _= 12„ -I - W/ ICK III III -- I (GROUT ALL CELLS W/MINIMUM &" INTO (REINFORCEMENT) _ engineering design procedures, and is based on the best information available at the time of Completion. The design lis Intended 1 - 1--I --I' I slor�t ��TIf�,slz t MAX_ 5TEMWALL i IEIGI-4T: (5) 4 9 g g p p 9 2 SC 70RY9 - I WiO BRICK 12"WIDE= W/(2r4 OR(2)'5 CONT. s" COURSES WALLS 7 (5) 8" I sro r FOCTIW3 SIZE to minimize differential movement resulting from the heaving OF expansive soil or settling of subsurface solls_ It must bei recognized I f I' I W/BRICK 20"WIDE(INCLUDw�LEDGE)wi(3)'4 OR(2)'5 COUR5E5 HIGH REQUIRE Win BRICK 16"xa"W/(2r4 OR(2,05 CONT. that Foundation components will undergo movement. Any subsequent owners shall be appraised of the Boll condition an(r1 advised to TURNED DOWN EDCBE 2STORY ADDITIONAL ANALYra•Ira 4 W/BRICK 20"xs"W/(3)94OR MS CONT, maintain good practices in the Future with regard to surface and subsurface drainage, Framing of partitions above Floorr slabs, and C r ��++ I' I win BRICK 16°WIVE wi 13X4 OR[2)"5 CONT. REINFORCEMENT. z 5TORY 9 v g g g p I (_ /\ I NCS �1 T E I"�O UJN W/BRICK 24"WIDE(INCLUDING LEDGE)W/(4r4 OR(3)5 W/O BRICK 20"x10"W/(3)'4 OR M05 CONT. finish work above the Floor slabs, etc. SLJ �-•t 1✓ W/BRICK 2d"xl0"w/(d)r4 OR!3)"5 CONT. Id Design has been based on a non-expansive soil with an allowable soil bearing capacity oF.$�0 pot. Active EFP- 307 pCf (level backslope). TYPICAL FOUNDATION D E TA II L 1 TYF i CAL FOUNDATION DETAIL C..Backfill adjacent to Foundation walls shall not be placed until the walls have sufficient strength and have been anchorted to the floor system above or adequately braced to prevent damage to the wall_ G Refer to the Geotechnical Engineer's report For all soil requirements for this site. E-All foundation pads shall be Farmed to proper dimensions as indicated on the drawings and centered on column or walll. SEE STI FOR VERTICAL WALL CONNECTION. P_The location OF Foundation Jogs, steps and top of wall elevations and connectlons are critical to foundation perFormarnce. These items 4" GONG SLAB W/ 6X6XI0/10 WWF 5 1/2�� are shown an the plans but may Change during the actual construction_ As a result, this design can not address proper (Foundation OVER 6 MIL VAPOR BARRIER OVER r MAX. 2 COURSES p y g h 9 p p CLEAN WELL COMPACTED, TERMITE d"OVER 9, SLAB W/ R BARRIER WWF 5 I/2" WIDE CONIC. SILL TOP AT MAIN ABOVE SLAB LEVEL. SEE 5T1 FOR VERTICAL configuration unless stated specifically on the drawings. TREATED FILL OVER 6 MIL VAPOR BARRIER OVi=R STOP LATH AND SLAB LEVEL• TOP TO GARAGE FLOOR WALL CONNECTION. Builders GLEAN,WELL COMPACTED, TR)~ATE FILL vARIESt MAX 5 1/2" (HEIGHTS EXCEEDIW* (i�'4 CONT. IN SOLID GROUTED CONCRETES _ sTUICICD ICDRNi R • cv BEAD 1" BELOW WIDTH REQ ADDITIONAL ANALY5i5) FLOCK COURSE �� VARIES ;- ----- --- : -_ --- --- FINISHED FLOO rstSource 4„ C TYPICAL SLAB A-Detall reinforcement in accordance with AGI 315-80 (Revised 1988), Detailing Manual. Minimum concrete cover For reinfmrcement "' _ - --- -�---�-� - OVER 6 MIL VAPOR BARRIER OVER .. _ y � x10/10 WWF - CLEAN, LL COMPACTED, TREATED FILL TYP. VERT. i; '_ - -- C�fJacksonvNlle shall be as follows: - -- - -', 6 MIL VAPOR BARRIER PIE _ DesignCenter,lnc. 1) Concrete cast against earth 3" I I SLOPE - 2)Formed concrete exposed to earth or weather 1-1/2" I.-- I 1-I - III ==1(I =- - GRADEIN -' nl--•-•I I•T _ 3) Interior slabs, walls 3/4° i.-_ __Hli -; �__ _,III T I ll! -!I t -I CLEAN COMPACTED I"I I I - lTI I - TrPicAL FOOTING - SEE v5T2 i=oR 6550 Roosevelt Blvd. = i --. . „ (I 14 CONT. l _ SiZE/REINFORCEMENT IL Minimum compressive design strength OF concrete used for foundations and slabs shall be 15 pale 26 days. - 8 __ 1= __ SAND FILL -�� I" III �Y - JdClcg,OnY1IIe, Florida _ —:--- all G..Reinforcing steel shall conform to ASTM A615, grade 40. I�- I 32244 D Longitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner bars sf+oll be used. Minimum lap of reinforcing shall be 40 bar diameters, but not less than 20". TYPICAL FOUNDATION = Tel SO4."Il2-6100 FL All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and (placing, curing, DOWN I I --- Fax 9043171-2835 and testing shall be done 1n accordance with the requirements and application or AGI 301-i34 (65), "Specifications For Structural Concrete". STEP DOWN IMENSIONS A .. IN. DISTANCES - - --- I I I I - waov ii NON- LOAD E3E,4I�iN� � TURNED DOWN EDGE A„Fram(ng lumber shall be as follows or better: 2 FOUND,AT ION AT GARAGE 2 FOUND,AT ION AT Cr,4 A( E 2 x Rafters/Beams/Joists "2 5YP 19q M.G. I-Joists Provided by TrusJolst, or equivalent. Engineered Beams Provided by TrusJolst, or equivalent. 4" GONG SLAB W/ 6X6XI0/10 WWF Plates i'2 5YP 195 M.G. OVER 6 MIL VAPOR BARRIER OVER GLEAN,WELL COMPACTED, TERMITE OVERLAP SLAB RECESS SLAB 3/4" FOR Studs "2 SPF 19% M.C. - Typical I ^ Unless Noted Otherwise HEADER BLOCK OR „ yp TREATED FILL 2 THRESHOLD Stud Grade SPF 19% M.G. (2x4 up to S'-1 1/8", one story residence only except partially enclosed structures) STEP DFOFZTIEF- 4 CAST DEPTH = STUD + 1 1/4" (FROM fI EL All nails shall be type 'QNwean' unless noted otherwise. Optlons to using common nails are as follows: STEP DOWN I-1/2 -'!I OUTSIDE FAGS OF BLOCK) 12d=10d=0.131"x3" Gun Nails RECESS SLAB 3/4" FOR SGO tLL VARIES " Sd=0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3. I.E.: ad s+ 6"/12"o/c becomes - 4" GONG SLAB W/ 6X6X10/10 WWF- OVER WF -- - - i - ^ T - T l r_- TT -- = OVER 6 MIL VAPOR BARRIER OVER .0999 x2 1/4 4 /8 o/c.) G.Where not otherwise shown on plans, all nallin or screwing shall be as indicated in the current Florida Building Code, A5CE 1-98, l -=1 I I -=111, _ i TYP. SLAB L COMPACTS MATED FILL I i I_„�i I I I”��- ,, _� ----- I i -- TYP_ SLAB p g g 9 -_7-- ___�-� .�r �__�_��_-- --�--- - '' =1 CLEAN, WELL D T and/or 1991 NDS -_ - - - - I _ - i-- I --------- referenced II I- I r1 I I I I-= II II II referenced above. All sheathing must be nailed Or screwed 4 adhesives SHALL NOT be used in place OF nulling. III -- C>Metal connectors to be provided b SIMPSON. Alternate connectors w/ equivalent or higher allowable loads may be cased in lieu of -- - II I I I _..., _ GLEAN COMPACTED = TYPICAL FOOTING - SEE 1/ST2 FpR -III - ---!I _ fO y q g y -- -- - ---EN III - III =. I={� PICAL FOOTING SAND FILL --(III -.. .I I I` "' S1ZE/REINFORGEMEN specified components. _ _ I I__ _ _ _ --- - 2J�'4 CONT. - I-STORY - _ SEE 1/ST2 F_All exterior wails to be sheathed with min. 1/16" 0.5.5. with ad 1@ 6, O.C. alongpanel edges, 12" o.c. in Field (S" with partially enclosed III - - I _I _- - _ -- - _ ._I I -_._ FOR SIZE/ =-.�_.: I I (2)05 OR C3�4 CONT.FOR -- _... REINFORCEMENT structures), except as noted on Structural plan. 12-STORY P_ Engineered componets (trusses, I-jolst, etc.) shall be installed per manufacturers specifications 4 cilrectlos. _- I STORY - _-_ TYPICAL FOUNDATION = -_ - MSTA24 W/(9)10d/END,(t ON STUD (2)2x4"2 SYP ASSEMBLY(TYP 4 r HEADER 4 a SILL) BLOCKING(TYP) OVERWANGS IN EXCESS OF 16"AND UP TO 24" APPROVED tl�)ss-to-llw CONNECTORS UPll rs - THIS DOCUMENT IS AN -- T NNE -- ___.--- D- � USE 2x4 SYP IT"LOOKER At d.OV CLIP to UPLIFT(LBS) CONNECTION -----11 - --- STUD WALL BPEGIfICATION6, , 5A»t;R ISITE DSI.TOP M.WITH(2)I f5 W/IBJSd.OVi=RHANG6 INSTRUMENT O SHE1116" A.P.A.OR TECO RATED _v... 0-745 (U 148 W/(5)10d x 1-1/Z Np 1000 SEE 0 9 11/8 2x4 •1 SFS StuP6 s 16 O/C G �8 P�'dTE I6" OR LEBa USi= 2x4 6Yp OUtLOOiG>=p�At 24" m-465 lU 145 W/(4)8d/END a HT-(FT) STUD SCHEDULE Z PER CALLOUT ON �P�14/6 E STRU E S SERVICE SHEATHING ON ROOF DECK - -- ----�-••-••..-.-�._-_ STRUCTURAL WITH ad NAILS AT 4"OC,At - - PLAN HEADER PER STRUCTURAL PLAN ' (2)SPWd/6/$ PLAN)OR TRUSS I 7QRS NOT C0 BLOCK SWEACHINL EDGES o%WITH(11-{5 W/(A)ed FOR OTHERS FOR CON- ALL SUPPORTED PANEL 46'5-930 (21 145 W/(41 ad/1=Np/E4 - - - 0-I0'-I 1/8" 2x4"2$PF STUDS + 12"O/C - n SYr EXCEPT A5 h�MD, °2 9FF II WITHIM 4'OF GAI3l E TRUSS EDGES AND 8" OZ.IN FIELD. X45-10fb0 (21 W8 W/(5)10d x I-Irl"/ENp/FA _ 0-II'-I 1/8" 2x4•2 SYP STUDS a 12"0/C <(" LAYOUT IF SYS d2. $NEATHII I�j NAILED ASTEN SWEATHINCs TO FRAMING AT 3"o% STRUCTION OF PROJECT _-_.--_. _._.. -- )10d x _-_- • QNL COMER Or- INTO TOP fE ASSEMBLY 1 (6)I-1/4"GAL V-ROOFING m-Immo _-- (U WI6/HI6yS W1(_10-)_10d.x I-I/2"TO TOP PL. -- - " 2x6 02 SFF S7UD5 r 16. D/G IF BOTH 51 �RAMIW 15 GARAGE II II WEIN2ER W/fl)Raul C ON EDGES,6" o/G IN FIELD W/8d. AS TITLED BELOW. IF ROTI 4 SIDES OP• NAILS a EACH SHINGLE TO 0-1000 (1)MT512 W/(7)10d x 1-112'VEND m-T2rrr/� zz6�1- DS a 1 o/c " INFORMATION DERIVED 81'144/6/8 a 32"o/a 3 o/c ad NAIL- FROM THIS INSTRUMENT SWEATING: M TWE £VtENT THE CONCRETE +• TOP IE TO HDR II II i'URLIN BOTTOM CHORD of ALL CONTRACTOR OMITS THE COINER OF A.P.A.RATED SHEATHING TD CAN NOT BE USED FOR TRISBEB WITH 1x4 SYP �� (2)MSTA24 W/ TRUSS-TO-e CONNECTOR SEE NAIL TWROUGW APA RAtEp SWEATWING WPAHD22 EMBEDDED (13A0d/END/STRAP W EA II II GARAGE MATCH ROOF SHEATWING TRUSS SCHEDULE FOR PRE-ENGINEERED RDOF 1'Ei 'INpIGULAR TO TRtUSSEs a INTO NO.2 SYP FRAMING W/8d At 3" STRAPS, IT IS ACCEPTABLE END OF:HEADER uu0_ OTHER IUORiC8 UNLESS CDNNiwG70R 24 O/C w/(3)10d NAILS AT TRUSS OR RAFTER EAGW 181155 - UNO- O.C.At ALL EDGES AND IWO EACH PLY TO SUBSTITUTE n)M6t4a u u AUTHORIZED eY THE OF EACH DOUBLE INTERIOR PLATE, 12" SERIES FLAT STRAP PIER WALL SHEATHING SHALL BE 7/16" •SWEATWING NEED ONLY SPF STUDS O.G.ELSEWHERE, HPAWD22-FAc1=MOUNT THE AI'A RATED SHEATHING WITH ad-� 2x 62 SYP DBL .TOP PL-(SLOPED) ENGINEER WITHOUT COVER LOWER P OF TOP e ALL EXTERIOR WALL SHEATHING Ul Ul STRAP TO THE FOUNDATION NAILS AT 3"O.G.AT ALL PANEL ASSCtMLY IF: SHALL BE"1/16" APA RATED 81'144/6/8 a 32"O/c 013 FOR OTHER UPLIFT HARDWARE INFRINGEMENT OF LEGAL WOOD-Tie RODS s 4'O/C AND CONNECTIONS,SEE TYPICAL W17H EITHER(4)Irl"0 EpGES ANp 8"OG IN FIELD A 1/16"APA RATED SHEATHING WITH RIGHTS. (2)2x4 S SYP TOP fE- FU N W/ SHEATHING WITH 8d NAILS A7 D w/3x3x1/8"WASWER5. EPDXIED ALL THREADS W/ (TYP-UNDJ. SWEATWING PANELS II II NAII_£D TOGEt14ER l 8d NAILS a 6"o%ALONG ALL PANEL !2)ROWS IOd a 12" O.C.(UN DJ MIN - OG.AT ALL PANEL EDGES AND WALL SECTION AND TYPICAL 4 1/4"MIN,EMBEDMENT OR SHOULD BE ORIENTED B)TRUSS CLIPS/STRAPS EDGES AND 8"a/c IN FIELD, BLOCK D 3 IAP W/ R Od IN LAP-SPI-14/6/8 a"O.C.IN FIELD lCYP-UNAJ. HEADER FRAMING DETAIL. (16)3/16"0,c 1 3/d"tAPCON PERPINDIGULAR TO FRAMING II II ARE C o Irl"GYP ALL EDGES(CONTINUE STUDS t SHEATHING �E DESCRIPTION D 32" O/C QR WOOD•Tte RODS a 6' SHEATHING PANELS SHOULD BE O/C W/3x3x1/8" WASHERS. ORIENTED PERPINDICULAR TO Irl"0 x 4-I/1" EMBEDMENT WEDGE SIL x4'2 BY A7 DOUBLE INTERIOR ANCHORS.FASTEN STRAP TO MEMBERS,URD. FOUND t0 UNDERSIDE'OF OUTLOOKERS) FRAMING MEMBERS IF EXTERIOR ANCHORS QS EPDXIED ALL SILL(TYP) SILLS/PIATES/BLOCKING,NAIL STUDS W/(20A6d- JACKS PER PLAN II II TRUSSES/RAF7ERS SHEATHING t0 BE ORIENTED PERP- 1 THREADS a 32 o/c W/2x2xl/a" RAFTER-TO-JE C FINISH IS STUCCO,UN O. WASHERS OR WOOD•Tie RODS a FIRST PLATE TO SECOND PLATE W/ MIN 3 KING STUDS EACH TO FRAMING MEMBERS,U.RO. CEILING WEIGHT VARIES (2)ROWS i2d COMMONS AT 8 OC. SIDE OF OPENING WHEN LENGTH CONNECTOR "2 SYP PT BOTTOM P w/ 4"c/c.WOOD-Tie RODS r •- HPAWD22 W/(23A6d TO USING 2x6 FRAMING,5 KING PURL.IIN BOTTOM CHORD OF F11­14/6/8 a 3 0/G Q$ INTERIOR SHEARWALLS App SIDE PANEL HEIGHT t0 ALL TIRUSS�S WITH 1x4 SYP 3 WOOD•Tte RODS a 6' o/c- EITHER 24"o/c SHOT PINS Q$trod STUD ASSMESLY(2) STUDS EACH BIDE WHEN II -�- -------- � � WIDTH REQUIREMENTS (2)W5'S OR Wa'5 OR 1/2"0x1"EMBED A.B,w/2"x2"A/8"WASH CASE HARD NAILS a W'o/c. PER SIDE OF OPENING lJBfNG 2x4 FRAMING UN O_ i'ERPfINpICI1LAR TO ANG BOLT(S) h ert) MIN.w WOOD-Tie ROD „ 7'-14' - ---- - ---- At 32"o%QR 1/1"0 WOOD•Tle RODS a TRUSSES a 24 o/G w/(3) 1 2'1" JACK/8TUD8) IOd NAILS AT EACH TRUSS - II II M5CA24 W/(9)Ilad - (i)WI6 MTSI2 PER TAIL PINS PERTYP. SECTION. (2"MAX.FROM b II MSTA24ND 1 Elo SIDE OF 12 6' O/G W/EITHER SHOT PINS a 24" O/C "1 SYP Pr BOTTOM fE NAILS/E UNZ. 6' I'-8 Irl" II N EA-STUD ABOVE ] 14' SEE PLAN DR 16d CASE HARDS + 18" O/G. 5' I'-5" •�.gL1D22 NPI REQ' d" SLAB W/8"x8"THICK- II II JACKS 1' AND SHORTER MAY r`+ s IS CONDI.EDGE UNDER DOOR N N USE (4)10d IN LIEU OF �� _ 33 �• � 4' I'-2 Irl" HEADER t JAGKa To TRUSS-TO-fE CONNECTION ►f ---� • -"1 WALL,I..EwITH 7 aa' It II HEADER (SEE DEi•AIL 6/6T2) FINISH N N /. •.: • FINIS GRADE •TYPICAL WALL 11 N q e / ,.a '• a 1.9 Bill 111 GRADE - I CONNECTIONS: if'- JL1�IL P 6 x 6 - WIA x WIA WJJF a •ALL CONCRETE MINIMUM -------- �1 to 14': 2x6 SPTU FINISH 1 •�• � OR FIBFRI"1ESH - ---____-- PEAK- To II': 2x4 STUDS GRADE a>! •��ti%•. 2500 PSI GOMPRE551VE - TO-STUD, WATERPROOF BARRIER 57RENGTH a 25 DAYS.- � - ' TO-STUD,SHOE. TO 16': 2x6 SYP62 STUP-To• < � FOOTING TO BEAR ON UNDISTURBED SOIL W7T22 W/5/8"0 ALL '- - - - SHOE-TO-FOUNDATION fE I6': 2x8 SYP"1 FOOTING(SEE TYPICAL WALL SECTION) - T NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BDLT,IF USED,WITHIN 8"OF THREAD(5 Irl" BEARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS IN SEARING WALLS- SEE TYPICAL CONCRETE SECTIONS FOR EMBEDMENT)(TYP) - REIi+�ORGING AND DIME=NSIONING OF POD71NG5- D 1-I 1111Q-Q24,Tie ANCHOR) RQ� P sTl T1'1='iC,4L l.U/4LL SECTION sTl ' Ste- Si='EC1,4 SHE ALL PETAi sTl TYPICAL C Cx 00 O ENING TAI sTl GABLE END BALLOON FRAMING DETAIL I/211 = 11401! I/2" 1'-0° I/2" = I'-0" Builders •SWI t (2 )WEAR WALLS REQUIRE P1 MIN 48"OVECES OR(2) w1 BYE!OUT F i rStS O u rG V W/MIN. 'a W.1(1x3"NAILS a COP PLATE SPLICES OR(2) OVERHANGS 16" •2d"o/G UJ/(U 145 a ACW MSTA2d'e W/[9)Imd/ENp,CENTERED ON EACH SPLICE. �C E of Jacksonville APF'tZOvEp tRUSb-TO-P_CONNECTORS STUD WALL SPECIFICATIONS UPLIFT(LB5) CONNECTION ...••._ - --- ----- ---- -._ HEADER PER STRUCTURAL K L OUTLOOKER TO TOP CHORD OF GABLE TRU UPLIFTS ] --_ 1000 SEE 1@ HT-(FT) STUD SCHEDULE PLAN OR TRUSS LAYOUT " •OVERPANGS 16 ?24 a Wo o/c W/(2)W5 a EAC ® JTI JTi BLOCK SHEATWING-s EDGES DUTLOOKER TO TOP CHORD OF GABLE TRUSS 0-465 (U 145 U)%'r4)Sd/END -------- �- -- ---.-..._.-_- ---------._.-..-- STRUCTURAL 0-9'-1.1/8" - 2x4'"1 SPF 6TUDS a 161,O/C NAIL THROUGH APA OR TECO RATED SHEATHING WITHIN 4'OF GABLIE TR1J55 m-145 (I)•µ8 U)/(5J 10d x I-Irl"/END - - ' a 1 FASTEN SWEATHNG t0 FRAMING I - PLAN- 0-10 I I/8" 2x4•2.5PF STUDS a l2"O/C 465-930 (2)145 W/(4)Sd/ENp/FA. - - -.----- CJ"�# INTO NO.2 BPF FRAMING PER SWEAR ,. 2x4 02 SYP STUDS a 12" O/C WALL TABLE• (2XISTA24 W/(9AOd/END A7 3"/6"O.C.W/ad NAILS- I 145-1000 (2)Wa W/(5)12rd x 1-Irl"/END/EA 0-Ir-I I/8" __2x6 02 BPF STUDS r 16"O/G APA DR TECO RATED SHEATHING FASTENED TO BWl T-UP OR BOXED COLUMN MAY - - -n�- -- 0 ��-T1/S 2x6�2 SPF STUDS ® 16 D%C [BLOCK PANEL £ S) CENTER STRAP i+ JOINT , ] 0-1000 !1)WI 51WIGS 1)10d Imd x 1-Irl TO �'L .. FRAMING PER SHEAR WALL tABLt= ad Corn TON . FROM CEN ON BEAM a JOINT _._.._ TO POST l/l6"APA 0-10001 TECOIRATEDW/(iJ 10d x 1-1/2"/END SWEAR"LNG tD TYP.WALL SECTION ADDITION t use s IS PIES�}xd OR 6x6_ 5WEATHING ON ROOF DECK PtURLIN BOTTOM (IACD DOWN! ENDS IN ADDITION I 11 SPF 2x4 (4).131x3- E D$END APA OR TFGO RACED __ __ WITW 8d NAILS At 4"O.G.AT CHORD OF ALL " BUILT Up COLUMN ILD bx4 NAILS a H SWEATWING TO MATCH SPACING USED LIEU ROD MAY BE ROOF SHEATHING zz ALL SUPPORTED PANEL TRUSSES WITH 1X4 USED IN LIEU OF SPECIFIED HOLD- OUTLOOK 70 701'IF. 6550 F(OOSBVeIl Blvd. EDGES AND 8"Q.C. IN FIELD. SYP DOUBLE STUDS a EACH END Pr 02 SYP 4x4 POST USEp y Jacksonville, FL 32244 (6)1-1/4"GALV.ROOFINGS PR'S-)=NGINEFREt7 PERPINDICULAR OF SWEAR WALL pOUNlBI r SW t SW2 WALLS. -COLUMNS GREATER BUILT-UP 5 I "2 SYP OO1 5 I •2 SPF 2x6 GABLE TOP CHORD TRU58 DR RAFTER EDGE FIELD I-STORY 2-STORY BUILT-UP COLUMN IL.O 6x6 NAILS a EACH SWINDLE TO 70 TRuss>=5 +•24" THAN 10' QS tI408E � 2x L-BRACE ON GABLE VERTICALS AS Tel 9D4.'772-fi100 SWEATI D/C w/(3)10d I WALLS 2 15'LONG:NONE l�bt6 SUPPORTING E SPECIFIED BY tR1J88 MANIIF.(MIN.2x4 02 6W 6 a Fax 904.317-2835 NAILS AT EACH REQ'Dt WALLS [15' LONG. TRAP ENGINEERED WOOD a U 81=F W/6"ole.131x3 NAILS a MAX 24"o/c). •SSS _ URO- HEADER KING STUDS MAY SERVE !2)5P44/6/5 W/1/110 x PRODUCT: USE PT •2 p AS IDOL STUDS AT THE ENDS of 4-1/2"EMBED EPDXIED SYP 6x6 POST. (UND, GABLE TRUSS (2J 2 SYP TOP fE. FASTEN W/(2) 6WEARWALLS ALL THREAD 1 3x3x1/S" ON STRUCTURAL PIAN) ROWS loci 12"o/c(UN-OJ MIN-24" IA SPWd/6/8 a 32"0%Og WASHER WITHIN 3"OF - TRUSS-TO-fe CONNECTOR SEE W/(12)10d IN LAP. WOOD-Tie RDDS W/ (2)•2 SPF 2x4 a EA CORNER TRUSS SCHEDULE FOR " STUDS/SPWd/6/8. N CLIP END OF LATERAL BRACE TO GABLE 3"x3'xl/8' WASHER s 4 a/c I.L.O.4x4 POST.(3I+l SPF 2xd -B INC 7 MI T CONNECTOR 2x4'8 a CORNERS DIRECTLY A POINT OF GA13 E „X„ 50TTOM CHORD WITH(2)H5 CLIPS. !IA-ITT22 W/5/8"0 x 5-Irl" 3>rbl6 " SWI 3 8 EMBED EPDXIED ALL POST TO BLAB CONNECTION BENEATH BEAM WHEN 6x6 15 m 5 CES INWA IRS' t A H EA RAFTER-TO-113 CO TORS SPW4/6/8 a 32 0/4 Sf STUDS STUDS PER PLAN TRAM WITH ABU44 OR AE"6 W/ REQ'D• GABLE:BOTTOM CHORD TO TOP iE W/MSTA16 �- OR WOOD•Tie THREAD. JACENT TrdJS W/(3)-131x3" STRAP W/(1)lod/END o 48"o/c OR-131x3" TOE 02)16d � 1/2"0x4 1/4" EMBED HTTI6 1 5/8"OX5-1/1" m "X" GIN SPACING: LENGTH CONNECTOR RADS W/3"x3"x1/8 (2)SPW4/6/8 W/1/1"0 x 4-i/4' EPDXIED ALL THRI=AAD 1 NAILS TO TOP IE a 3"o/c-STA/aCxERED AS REQ'p- WASW<"R a 6"o/c 8111.1 3 8 27GSIb " 2R FME3££D EPDXIED L+ C 4/12 PIT 8'o/e EMBED EPDXIED ALL (1)HTTI6 t 5/8"0 x 5-1/1 ALL TOREAD r 02 5YP LEDGER FolSTEN I=D '1/16"A.P.A.OR TECO RATED SHEATHING W/8d NAILS - D-7 (U W5)a8,Ht6,O-g MTSIZ THREAD W/3x3xl/a" TRAPS EMBED EPDXIED ALL -- --- - EACH TO 16"o/c STUDS w/-131x3" n 4/12 2 '1/12 I CH - 6'o/G r 6"O.C.ALONG ALL PANEL EDGES AND a"O.G- IN 11� !2R 7 T/12 PITC, d'o% Ir !21 W5'S OR 148'6 O$ -- s WASHER • THREAD. ALTERNATIVE AS GUN NAILS a EA STUD % FIELD- BLOCK ALL EDGES!CONTINUE SHEATHING 1'-14' --- - -- 9TR4PPINC:,fE �_- BF10tLN ON (TRUSS-TO-LEDGER TO MIDPOINT OF GABLE BOTTOM CW0RD1 GOWECTORS,CLIPS, NOTES` I STRUG'TURAL PLAN. Ct01•AIECTOR SPECIFIED (U WI6 Off'M7S12 U 5/16" HARDI-PANEL IS PERMITTED A8 SUBSTITUTION � _ APA.A TI=Go RATED EXTERIOR SHEATHING OVER SPF Ak3'5 AAN2/o WOOD'Tie FOR RATED SHEATHING ON EXTERIOR �_ BY TRU55 ENGINEER) II II II LU ] 14' SEE PLAN STUDS-ALL EXTERIOR WALL SHEATHING SHALL RODS ARE NOT REQID WALLS ONLY IF NOTED DN THE 87RUCTURAL PLAN ° \ \ \ \• �/�\ \ I IF FIRST oUTLOOKER IS MORE J JL JACKS T AND SHORTER MAY BE 1/16 APA RATED SWEAtWING WITW ad NAILS Y)` BEAM ABOVE i USE (4)I0d IN LIEU OF AT 6" O.C.AT ALL PANEL EDGES AND 8"O-C. IN 0 INTERIOR BEARINCx \ \ \\ \\ \ I 1A2x4"2 SYP LATERAL BRACE-(3)-131x3" FIELD ltYP-UN OJ SHEATHING PANELS SHOULD WALLS SUPPORTING 2) OPENINGS$ IN SHEAR WALL SEGMENTS PERMITTED ONLY 1/16" APA OR NAILS THROUGH 13RACE INTO EACH THAN 32",FROM FASCIA,USE TRU88-t0-1E CONNECTION \ (2)•2x4'5 a FIRST OUTLO R ONLY BE ORIENTED PERPINDICULAR TO FRAMING oN�Y FLOOR LOADS_ LHOLD moms IF SHouN ON THE FRAMING PLAN REFER TO DETAIL \ \ \ I TECO RATED LEDGER t GONNETION SCNEeUL9(PER TRt158) tI41155 BOTTOM CI IOaJ- EXTEND PER TABLE PATI \ SHEATHING W/ BRACE TO FM"W INTERIOR TRJSS- $TUp WALLS WITH BRICK VENEER--� MEMBERS IF EXTERIOR FINISH IS STUCCO,UN.O. FOOTING(SEE TYPICAL WALL SECTION) \ FOOTINGS[SEE FOUNDATION' 6"/12"0%8d RV•0-776-.3x6 w/(9)NAILS *+EACH STUD. ti C) OPTION: SECURE BRICK VENEER PLAN FOR SIZE) RV"111-1241--2x8 w/(8)NAILS a EACH STUD. MAX ¢ 3)HTr22 SPECIFIED FOR SWI MAY BE suesTiTuTED WITH NAILING- 4 SIDES • C 4/12 PITCH - 8'a/c MSTA15 STRAP a .• TO WOOD FRAME w/ TAL 4 TIES a N SYP12"olBOTTOM fE 6 G2)ROWS OF 10d HPAWD22 W/l23A6d RV 1242-1062_2A2 w/(12)NAILS r EACH STUD, 4/12 [7/12 PITCH- 6'o% 4a"c%QR.131x3" 16"n/�HORIZONtAIVtRTICAL NAILS I2'o%.67AGGEt�ED. TY' . PO CH POST 4 ,ALT. BOXED R ]7/12 PITCH+ - 4'o/c - TOE NAILS E 5HEA WAL A55 i~i Y TAI EAM FRAMING TAI COLUMN DETAIL TRUSS LEDGER DETAIL STI GABLE END BRACING DETAIL NAIL SPEATHING TO BOTTOM 1£ 6/6To c 1od NAILS t GLUT=WOOD - ST1 1/211 I'-0" 1/2"y I'-ID° i/2"a i'-tan lug IIwIDn 1/2n 11_0u LU AND BAND BOARD PER REQ'p W/LIQUID NAIL OR EQUAL. SWEAR WALL EDGE NAILING. (2)-131x3" NAII_5/fOE-NAILS FROM 781155 TOP CHORD Ii STRAP ACRO55 JOINTS IN USE 4a" STRAPS Il D NAILER TO HDR OR JACK STUD. �1 BAND BOARD W/ I L / A24END SPECIFIED 40"STRAPS HORIZONTAL 2x4 6f •2 WOOD•TIE ROD FROM ABOVE, �� - -• W/(9)Imd NAILS/END IF LOOR DEPTW iE 16" SECURED TO BEAM VIA HTTI6 W/ NAIL SWEATWINrx t0 TOP 1E (NOT REQ'D WHEN USING HEADER PER BLOCKING STUN TR158 (ISA6d NAILS,MIN a �= 13FAM SECURED VIA WOc7p•71E ROD t PER REOt'p SHEAR WALL WOOD-TIE IaOpS7 PLAN URAL- II f4AD- KING GONt 2xd!MAYBE OMITTED IF(1)MSTAI8 IS USED CENT!" R RDD tWROl W/ /:iii.. (1)HTTI6 W/(W16d (MAY BE ROTATED Iy�l►y �y PLAN FROM BLOCK-To BLOCK ACROSS EA-TRUSS) ! -%j EDGE NAILING STUD-To-WI=APER /� GENTIERI,INFOF SEAM W/ i EACH END AND 1=Cj� 3x301/b"WASHER t NUT. . � ISm"t0 CONGEAL FLANGE) ATTACH 2ND FLOOR LLI SCUDS t0 FLOOR TRU55 OR I-JOISTS I EACH PLY- IST FLOOR STUDS OR FLOOR / •! ,L UPPER FLOOR STUDS TO LOWER / 10d r b"o/c FROM f '.f:;-. _ •. BEAM W/40"LENGTH(48" IF FLOOR STUDS OR LOWER FLOOR TRUSS-TO-IE AND APA OR TECO RATED CONT-2x4 TO 2x4 FLOOR DEPTH fp 16")OF C51 C2)•2 8YP TOP fE. BEAM WITH 40"LENGTH OF CSI6 fE-TO-5TUD CONNECTOR SHEATHING W/(1)ROW OF BLOCKING fir'''��" STRAPS a 32"O/C W/(il)10 FASTEN W/(2)ROWS 10d STRAPPING w/(IIAOd/END- SCHEDULE FOR SPACING ATTACH FIN OF WIND 8d NAILS 3"O.C.AT TOP HORIZONTAL 2x4 SF`F 02 d/END (CENTERED ON FLOOR SPF STUDS I2"o%W/MIN-(12)10d IN CENTERED old FLOOR SYSTEM TO HDR /NAILER CONNECTOR(SHEET STI) (INTO fE'S)AND BOTTOM �� BLOCKING STUN TRUSS / _ ��' SYSTEM)OR USE WOOD•TIe LAP(UN-O-)MIN.24" LAP QS WDDp•Tla RODS 4 4'c/o (INTO RED W U NO SPW'S 2x4 "2 SPF NAILER II REQUIRED W/UPIIF7B UP ROOF SHEATHING �I RODS a L S). (4'0/C a TO 1000•/rRUSS. IF TRUSS 5 WOOD BEAT 1 INTERIOR WALLS) CONTINUE SPF STUDS All JAGUC9 TO HEADER, JACK AND KING STUDS, II UPLIFTS EXCEED 1000! QUANTITY/SIZE/GRADE/5PECIES APA OR TECO RATED MSTAI8 UU/(bAOd IN Ql1ANTITY PER CALLOUT OF STUD COLUMN SPECIFICATION SWEATHIWJ OVER SPF STUDS HEADER,(6A0d IN JACK. ON STRUCTURAL PLAN. EAGW TRUSS MUST BE STi /�•�'��-•� CONNECTED TO THE CONTINUOUS 2x4 SPF n W/!31 WOOD s T i E BEAM CONNECTION ALTERNATIVES � ON STRUCTURAL SWEET!SI OR 01 SYP PT BOTTOM f>?w/SPW4/6/8 a Irl"0 x d-1/2"EMl'aEDM1=117 WEDGE II HEADER SEE SI .Y '- -131x3"NAILS TO EACW TRUSS 82)THROUGH FLOOR SYSTEM TO 32"a/c OR WOOD•Tle RODS o 6'o%• ANCHORS QS EPDXIED ALL ENGINEERING SWEET. - - - -- -- - - VERTI a 6"o%-131x3" FOUNDATION AND ADD (1)CSi6 THREADS a 32"n/c W/2x2x1/8" E11 WINDOW II TRUSS TOP CWORp /^ r NAILS TO INtERf tEpIATE PER PLY ACROSS FLOOR WASHERS OR WOOD•Tie RODE a OPTION FASTEN ADJACENT BLOCKING_ADD(1)MSTAI8 SYSTEM(OR U1OFOUNDOD,Tte RODS „ 4"o/c-WOOD•Tle RODS a FASTEN ADJACENT KINGS KINGS AND JACKS W/(2) STRAP W/(1)10d/ENC] a EA O CONT-TO Fo1.A�pA71DN). Irl"0x1"EMBED Ate.wrl x2'xl/8" II !3J ROWS OF imd NAILS a WASHER AT 32"0/0 OR Irl"0 WODD•Tie INTERIOR-SWEARWALLS ADD AND JACKS W/CZ)RAU1S� ROWS OF 10d a 8"O G- WEEL/END VERTICAL SPLICE(CONT,2x4 MAYBE _ � a- 8" OG.,STACy[:FRED AS RODS 6'o/c tU/SHOT PINS a 24'O/G QS T !U ROW T Imd NAILS s � EiTHER 2d"o/C SHOT PINS 16d OF iDd a 8 oc- OF TRUSS �C " " I OR 16d CASE WARDS a IS"o%. CASE HARP NAILS a 18"o/c- U1ooD•tIE ROD ADJACENT ■ OMITTED IF(U MSTAI8 15 USED �`+ t• � 4 O.C.STAGGERED,1 r`+ . • SHOUN,EA PLY. FROM BLEATRU BLOCK T „ V! 70 KING STUDS EACH SIDE , � ACROSS EA TRUSS) � (I)ROUI OF Imd NAILS a 6"D.C. • I/4 OFF �OF 2xb- • � II OF OPENING 2t 6'-0" STI STAGGERED,WITHIN 3/4"of q All JACKS TO BOTTOM OPENING$GREATER THAN A.PA OR TECO RATED CENTERLINE OF 2x4 1 Fa/8 • • ,,r s! " ' • + SHEATHING Ul/6"/8"O/c 8d"L.6 • • - 99 Yom/ /' ••: ° E. 8141'4/6/8 MR JACK 6'USE Ir!"0 OR 3/8"0 u r - BLOCK ALL PANEL EDGES. 2 1/2 FINISH , + ANCHORS AT 48" O.C.OR - GRADE ( a 6 x 6 - Wl.d x WL4 UALF �° 1/4"0 TAPCONB A7 32" OC. • 1 OR FIBERMESW1.0 II • WATERPROOF p0l1sIE TOP fe OF WALL + 1 1/2" - BARRIER ALL GONCREti MINIMUM TRUSS-TO-e COrAIEGtOR J 2500 PSI COMPRESSIVE SEE TRUSS SCHEDULE FOR • STRENGTH r 28 DAYS.- TYP ING(SEE TYPE(DTL A t B/STI) • " DRAWN 1'ES FOOTING t0 SEAR ON UNDISTURBED SOIL �y +� DETAILS) Iw =*29F* OR SYP fx� 2u 1 �a/8" CHECKED L,AP NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING, INSTALL ANCHOR BOLTS STUDS/SWEAR WALL � 11/2 (IF USED)WITHIN 8" of BEARING WALL ENDS AND WITHIN 8"OF DOOR oPENMGb IN BEARING WALLS. SEE TYPICAL CONGRET{= SECTIONS FOR REINFORCING AND DIMENSIONINCs OF FOOTINGS_ BUILT-UP COLUMN SCALE 3/fro � E °3 SPF OR SYP x4 PLATE HCsTS. UP TO 16'-1 1/a" � SPF OR symxa 1'1 BRACING OF TRUSS HEELS 5UILT-UP COLUMN BUILT-UP COLUMN DATE 5/15/02 5T1 MULTI-STORY TYPICAL. WALL SECTION STI TYPICAL OPENING F MING TAI - U.N.O. STl COVET' i�" TALL) AT SHEA I.U,AL 5 PLATE HGTS- UP 'TO12'-1 1/8" �ast�N�WALTILI S�'HE.Fat�"AMIINGG 1ANostWiMN ER OFMIES. PLATE HATS_ UP TO zm -7" I/2" = I'-0" 1/211 �, 1�_mtl ice„ 12"O/C OR GYPSUM-TO-POST W/MIN 5d'a a d" o/c JOB NO. STANDARD ir_0n •TYPICAL CONVI=CTION{S . STUD MULTIPLE LY" POST CONNECTIONS SQFTDETAILS COLUMNS,JACK-TO-KIMIGs STUD ASSEMBLI=S�GORNER I Post.I=TC. (U WOOD ROD ADJACENT 70 STUD POST IF PORCH BEAM IS TOP PLATE MAY BE V2" = i'-�" NOTCHED TO ALLOW PORCH CONVENTIONAL LAGW SIDE OF POST PORCH BEAM ID•TIE ROD BEAM TO BE LET iN TO ROOF SHEATHINGADJACENT WALL PROVIDED TWAT(1) A •, SUPPORTED EDGE ENGINEERED LUMBER(LSL,LVL,PSL,ETC) 2x4 01 SPF POST 15 ADDED � NAILING PER PLAN TO EAGW SIDE OF PORCH DETAIL 70 53=PoLILO1IED At ALL The WOOD"'TieAnchoring RociSyslem consist ofvertically oriented 1/i"diameter,A307 threaded steel rods � � SEE TRUSS ENGINEERING FOR MAX BEAM CO SUPPORT TOP fl__ LOCATIONS WHERE EXTERIOR WALL secured to the foundation via an embedment ofnot less than 6"into 2,500psi concrete with an edge distance (� � �• _� NO,2 SYP 2x COW,TO TRUSS t o%SPACING OF BRACING-SEE PORCH SEAM MAY BE NOTGW>=p IN ADDITION (1)WOOD-Tie �S BETWEEN t0 IP4RQLLEL tR1J58E8. of 2"(3"when 1x6 framing is used)and secured with Simpson Af Ac tic-Tie tw ad epoxy,or other � t••�� '. `, x H.IU3. 91 FOR ADDITIONAL TRUSS ry o 1' 1l 1/4•" MAX TOP PLATE W/-131x3° -MATCH AROIAUD TDP PLATE PROVIDED ROD bNOIJLp BE INSTALLED two-part epoxy with equal or higher allowable tension loads for the identical application two-part epoxy.rhe � tw_ •. ` BRACING INFORMATION ROOFAr-LOOR rods,a single,continuous rod or Tod segments coupled together,culminate directly above the top plate with a w W BOTTOM CWDRD OF TRUSS EDGE NAILING SPACING OFZT THE TOTAL DEPTH OF THE SEAM IS Tp EACH SIDE OF PORCH �ggs�S if 00.(UP TOA 2X12) 3"x3"x,¢"or thicker steel washer,fender washer and nut where it secures the plates against vertical movement. - : 514)=ARWALL SHEATHING �9-1/4"UNLESS NOTED ON THE SEAM AND(U MSTA,24 t • '>Pf (EITHER 6"o/c OR 3"o/e)- STRUCTURAL SWEET 81. SHOULD BE ATTACHED TO The nut should be tightened about%to%mm past finger-tight. At exterior walls,one WOOD+Tie rod should4'., (1)SIDE OF EACH TOP IE be installed at each comer oat-on the side of the post with the overlapping SHEATH TRUSS CLOSEST TO 1x4 SYP CONT BRACING p p pp' g upper-most top plate-at each �y t ��'j1"j� �t Og CENTERED ON THE JOINT. * �j x INTERIOR WALL W/1/16"AP.A,0R w/(2)10d TO EA TRUSS, 2X4.rl gPF side of each opening and at not more than six feet on center there after- At interior walls,one WOOD I'ie rod �„� p �J. TECO RATED SHEATHING W/tad a 3"� DO NOT SPLICE - OVERLAP LEDGER w/ should be installed at each comer post-on the side ofthe post with the overlapping upper-most top plata-at ' •.• � ' JOINTS MIN(2)7RUSSE5 !4).131 X 3" each side of each opening and at not more than four feet on center thereafter. Additional) if no other OJ~.At ALL EDGES AND 12"O.C. IN P 8 y,� THE FIELD - BLOCK ALL EDGES NAIL P05T TO TO EACH hold-down is present,a IYOOD*Tie rod should be placed at each end of each shear-wall segment if the end of VINYL SOFFIT- (MATCH NAIL PATTERN SPECIFIED LPORCH HEADER INTERSECTING the augment does not coincide with a comer or opening. For two-story walls,walls over 11'lilgh,or certain FOR SHTN'G a SW BELOW). SWI AND 2x4•2 SYP TOP fe W/(U ROW OF TRUSS other applications when a single,continuous threaded rod can't be used a coupler should be used to join two 31112 WALLS ONLY. 3/5"APA PORCW SEAM, .131x3"NAILS a 2" OBER - u ormom pieces ofrod together to create a continuos path from top plate to foundation.The coupler should be EDGE OF 2x NEED NOT BE SWTN'G w/b" SEE O/C. USE WHEN NAILS low-carbon steel with a cross-sectional area ofnot less than.20 square inches,ideally 1r/."long X 11/16". FLUSH W/EDGE OF TOP P. FASTEN SOFFIT 1TO � o% 6d STid1CTURAL BOTTOM 2x FASCIA ORixd NAILER w/(2)Imd ;I-- FASCIA Each rod should be threaded not less than''/t"into the coupler and the two rods should make contact at ornear r EA 190 O/G STUD OR 8d TO 1x4 SWEET SI FOR CHORDS ON EACH the middle of the coupler and be lightened so as to vent the movement of the coupler or either threaded rod. SHEET MTF FASCIA tH1�11,_1z (o" 1 1AR 16 NAILER t 2x MINIMUM SIRE- DIFFERENT TRUSS OR P B L p SOFFIT t0 2x FASTEN CHANNEL TO FRAPIING, FASCIA BEE DETAIL '4/B FOR STUD HEIGHTS ON LEDGER At exterior walls,APA or TECO rated sheathing,or 5/16"Flanli-Panel should W applied to one side ofthe w/ SIDING OR MASONARY VENEER w/ SIZE/SPACING REQUIREMENTS. OPPOSITE TO wall.An additional row offid nails(6d with Hardi-Panel)should be placed at 6"o/c into the top plate APPV'D NET O_H APPv'D FASTENERS MAX a 6" o/c ET O.H. SIDES OF BLOCKING- assembly in addition to any other nailing specified for securing the sheathing to the frame. SWEARIllALL (SHEATHING t FASTENERS a AT 1`01'C -0 NOT SPLCFICALLY lPMCFIEp UTH A McnE WALL, At exterior wall applications where the WOOD"'TieAnchoringRods are used to resist roof uplifts and MAX 6 old. To•e►r4TW PCRCH CLILNCr,•but eerrrlraloue MRActr� OVERHANG DETAIL FOR (3).131x3" overturning moments,additional intermediate shear connectors are required to resist lateral wind loading CONNECTORS PER PLAN MAY ENE UW0 IN CCrUNi:VlCN IIM 4 FJ A vl YM TOENAILS a (perpendicular to the wall)and distribute shear-wall loads(parallel to the wall}.Thu intermediate shear STI CEILNG o 11.4TEf=I t2B TED FOR HL-AF 6T•PBtM " STUD POST - I l 2x4•2 8PF POST connectors may be either/: diameter X 4/4 embedment threaded/epoxied rods located at or near third-points cetLttlG tsoAr�,�][m t4ATED FOR Tt•�AP1'LICApt.k EACH � �• 1 " OV(=RHAN-s DETAILFOR DFAW4 PRESGWWS FOR T149 BPECFtc APP6ICATICR TLW PER PLY OF PORCH 2x BEAM FOR 2x4"2 SPF BLOCKING 70 between IYOOD*TreAnchoring Rods,but in no case more than 36"from any two anchor,or''/s"diameter X O F bot CCWN1CUB t3RACIrY" [.EEQ 12•ola O T (ATTAGFf;{.7 To t<.tea t NTe1xBCGTtrk3 Trdleb ori 2x S LOCKING a TOP PLATE 13'•"embedment TapCon anchors or.163"(or larger)diameter X IVs*embedment power-actuated fasteners, PLOCKINIG u✓(2)lad NAILS4 A4D MST Be Ar MD To CONVENTIONAL LUMOER. 2ply 2x4 24 O/C. OF EXTERIOR TrrE BOl roFt a1'TIM eOtToh1 C44 R .ErT«R MATERIAL •2 BPF POST PER PLY OF PORCH WALL. located at or near quarter-points between WOOD*Tie Anchoring Rods,but in no case more than 24"from any rues x ATTAer�p TO Tut:1210/o but'•A6 PEtffiCM=0 BEAM FOR ENGINEERED LUMBER, two anchor combinations or 16d case hard nails at not more than 12"o/c. N 110 N6TALLATICN MTrblG h"Aft=ATED wrtu EXTERIOR THE 6PECFIC MATMAL At each side of the shoe plate joint,any one of the four intermediate shear connectors outlined in the WALL / preceding paragraph may be used to secure the plate and prevent horizontal movement.The shoe-plate joint HOTS: GONTINUOLUS WOO GINCx fastenershouldbelocatedwithin6"ofthejoint. THIS INTERIOR bl-AFAR WALL DETAIL IS INTENDED FOR USE IN AREAS WHERE- TWE SHEAR WALL RUNS PARALLEL TO THE TRUSSES, THIS 15 AN ALTERNATIVE TO The typical maximum allowable tension load for each unit is 3,000ti at interior locations exterior locations, when installed as designed. T UIhIG SHEAR WALL FRAMING Ai30Vlr THE PLATE LINE CO THE ROOF plGlc N P012C1-I �3�,A1"t TC] STUD IF THE HOUSE 18 TIED DOIIIhI USING , 1�i /►�/ CONVENTIONAL STRAPPING,REFER N TRUSS BLOCKING sTi ALTERNATE NTE_RIOI�_5HEARWAL ,, FRAMING ST1 TRUSS BRACING 4 OVERHANG ALTERNATIVES STI WALL DETAIL 7O THE BI AM CONNECTION FDR 5T1 DETAIL 1/4n � i'-0" II PORCH BEAM EAM COhUhIECTIDN I/2 11-011 3/8" 2 1'-ID" 1/2u a 1t_0u TH15 DOCUMENT 15 AN LU INSTRUMENT OF ENGINEER'S SERVICE nj FOR OTHERS FOR CON- >>7 5TRUCTION OF PROJECT SW (2)2x6-1/3 SW SW SW rznx6-1/3 5W Z N A5 TITLED BELOW_ INFORMATION DERIVED ` ILI+ <1 Z FROM TH15 INSTRUMENT r ff %+I I I I I I°a N I '� -A D Z U CAN NOT BE USED FOR �__� r__a G____�, a tit LLI I lle 11l �' � h 4 OTHER WORKS UNLESS W cv �� It!Ck cn � AUTHORIZED r=3Y' THE _W�,� _. N fl) d)f 1 :z ENGINEER WITHOUT I I I I, p 0 Q LU p INFRINGEMENT OF LEGAL II I a G I II UU RIGHTS_ i0 OI Q I __JI 2x4 02 SFF d) 2x4 n SPF a� a Q 2x4 02 SPF N 2x4 "2 5PF N O w Z RE DESGRIPTIpN STUDS m 12" I I STUDS m 12" `) d m- 5TUOS 12" STUD m 12 0 ID O/C. O/C. i i O/C. O/C.101. 110 n W ^-I CV 2 STORYEL MOD2 STORY MODEL Mw0 2 - 3 ENTRY RIGHT ENTRY RIGHT I I _ I pp � - � 4 w (I all' ff- cUn4N 20-0" 20'-0' !t t 2'-0u 8'-0■ ��-0u 10'-00 81-04 2'-0■ �\ 10 1 1 1l, \I LLI U I I- Z � 1 \ 5T2 5T2 Z � -- -- - <1 u U 2x4 +2 SPF 2x4 62 5PF STUD5 g 12" STUDS 0 12" ILI ll) - - TI _ - _l C O/C. O/C. ILI s m d N Builders I O 2x4 n SPF °� 2x4 *2 5FF z � Q t'J (L R- I D �'1 r I STUDS 12" M (1) N5 a EACH FLOOR TRUSS Ci) H5 m EACH FLOOR TRUSS STUDS 12" U Z E X W stSou c 44" t__ O/C. TO TOP 117. FULL DEPTH TO TOP fE. FULL DEPTH O/C o r J a c A s o n v i l l e ---- ----------- ---- - - BLOCKING BETWEEN FLOOR EsLocKMG [3ETWEI~hl FLooR � � � � � � E � F- - - - - - - - T - - - _ - - w � J015T5ATWALL. JOISTS AT �j 1.11 In � ZI 0 � I 5T2 j 0 o I I 5/10 1A% it 6.0 111 �- p c0 ST2 I I ST2'. I ( „ .f �L P `f 6550 Roosevelt Blvd. -' 12 I I 12 I SW 5W (2)MT-512'5 OR(2) SW (2)MT512'S OR (2) SW SW ILI Jacksonville, FL 322�f4 ---- ----� M$TA24'S m F09 M5TA24'S s F09 �_- a a X tf1 F711 I ST2 � 5T2 1 3-m ---�------- -- --------- ---- V � Tel 904.772-6100 10'- " 3'-5" 2 11" 3'-2 '-2" 2' I" 3'-5" 10 -6" (2)MTS12'S OR(2) TO 2ply 2x4 "2 TO 2ply 2x4 '�2 (2)MTS12'5 OR (2) r x 1# 1i`1STA24'S a FIl TO 2pl SPF POST w/ (1) SPF POST w/ 11) M5TA24'S ,w FIl TO 2pl ' ` Fax 904.317-2835 01 y N I _ 2x4 62 SPF POST w/ (i) WOOD•Tle ROD. WOOD'Tle ROD_ 2x4 '"2 SPF POST w/ 11 i[l Zj N r�fSLP I - J L - _ _ I g�P� e WOOD•Tle ROD. WOOD-Tie ROD_ 4u r -- - - I - - - � � ' u cn Cl IL L I - Lr - T - T mm -- - - i �`" J 2 1�`� FLOOR �TRU�TL�RAL FLAN w o 1z I I I I I 12 I Si 3/1 11 = 11-011 z N >u --j I 5rT2 cn I - m , . I I i I I SW SW SW M C1 PC 34 3,_m. uo Ij X - F_ - - - I 3'-m" 1 I I I fit Iu \9 I I 1 cl) 07 I I III I I j I I 4" CONC. SLAYS 12 I I I2 4" CONC. SLAB I I j (Z)MTS12'S OR (2) (2)MT512'S OR (2) (2)MT512'S OR (2) (2)MTSI2'8 OR (2) ��- ro I ST2 REINFORCED W/ I I I REINFORCED W/ 1 M5TA24 S m T0l TO MSTAZ4'S g T01 TO MSTA24 5 e T01 TO MSTA24'S m T01 TO 0 EITHER 6x6 10/10 ST2 ST2 )WITHER FaxF� 10/10) - ST2 , TOP fE w/ (1) TOP fE w/ (1) TOP fE w/(I) TDP iP w/ (1) VI U u S I I �., WWh1 OR FItUERMESH I I I WW'1 OR FIBEf�"1E56H i,, I S' I WOOD#TIB ROD. WOOD•Tis ROD. WOOD'Tle ROD. WOOD-Tie ROD. U 0 VI p n ON 6 MIL VAPOR I I ON 6 MIL VAPOR'. 1 '� I X ``-� BARRIER OVER 12 BARRIER OVER `-`� I j �/ X �, _�_!l 8/10 TERMITE TREATED, I ST2 TERMITE TREATED, S/10 I cv V ST2 CLEAN, I I CLEAN, ST2 I I rLLI COMPACTED FILL. I I I COMPACTE=D FILL. 17- LH L_ - _ J _ _ _ _ i O CONVENTiONALLY x1 o v VI I II II II I I STRAF' ALL SECOND _ - X o � II II it V V � � ; ��� ------ ------ �- FLOOR ROOF v I FEARING WALLS TO X 11 1 II I I I cn L - - -J 5T2 i 1 ST2 L - - J iii i 1 i I i i iii BEA1"1S / HEADERS �l II �� 5T2 5T2 �� �� SELGW PER DETAIL (D -A lu�l1 II I I j II )~3/ST1. VI u v m X W VI U I L I U V 0 ® Q X U `n uhf p w v 5'-0" 12'-6" 12'-6" 5' _ _ 0 Ln ILI L Jr 9 V Q A Z F u _0 (2)MTSITS OR (2)MT51215 OR U u tt (2)MSTA24'S e (2)M5TA24'S e Z f F- U T01A TO 21 T01A TO 2ply 0 w p 0 f2)MT512'S OR f2) 2x4 +"l 5FF 2x4 "2 SPF (Z)MT512'S OR CZ) II MSTA2415 m T01A TO POST w/ (2) 48" P05T w/ (2) 48" MSTA2415 m T01A TO (1) 2ply 2x4 02 SPF POST C516'S m BASE CSIVS m BASE 2ply 2x4 rz 5PF POST -q Y_ W w/ (2) 48" C51ro'5 m TO PDR TO HDR w/ (2) 48" CSIVS m w BASE TO HDR BELOW. BELOW. BELOW. BASE To HDR BELOW. Z 73 T FOUNDATION PLAN i � � �-4F IlI, z DRAWN WOB 51 3/1�11 11^�u SW SW SW ' O Q CHECKED LAP i z SCALE 3/16 2ND FLOOR 5TRUCT�URAL. FLAN DATE 15-20-05 3 STRUCTURAL ENGINEERING FOR USE WITH JOB NO. J1188ro3 51 3/1611 = 11_011 !GJ TRUSSES BY BUILDERS FIRST SOURCE. SG2,FT. 2432/2484 END ZONE PRESSURES ° %' '%% END-ZONE COMPONENTS d I ' ,';, „ COMPONENTS t GLADDiNCs PRE85URE5 - IN PW COMPONENTS 4 CLADDINCs PRESSURES(M PSF)FOR GARAGE DOORS WItW ONE � +�+• , END UP TO 5' INTO AN END ZONE_(ALL PSE55URE5 NEGATIVE,EXCEPT AS NOTED) �, j CLADDING PRESSURES APPLY END-ZONES INTERIOR-ZONE6 3 'S TO WINDOWS DOORS IN AREA DOOR SIZE LEWSTW(IN FEET)OF DOOR INTO END ZONE POSITIVE in =� it�VfP:1%^t•n1.��� OE w (SIP) I'Qs-(+)NEG.(-) POS_(+)NEG.f-) 1 2 3 4 5 PRESSURE ?i - _ ' h. m HIGHLIGHTED AREAS TYP. ) ,r onal b9i, 9r'� 0-20 sr 4l ro 59.9 47b 50.7 e'-m°x 7'-m" _4lb -48.1 -48.9 -495 -50� +43.1 THE X DIMENSION ILLUSTRATES r ' 21d�5' ''ti LGR SGL DOORS 20-50 5r 46.1 568 46.1 49.1 THE MEASUREMENT OFF THE S 50-100 5r 43.1 52.2 43.7 46.8 1�''0"x-1'-0" � -455 -45.rt -45.9 -46 2 -46.4 +42.1 CORNER OF CORNER 01= THE HOUSE WHERE cu : L (� � > 100 5r 42.1 49.1 42.1 45.2 LGR DBL DOORS (NOT INT-ZONE) �UII 1tSorc� { S : PAD FOOTINGS UP TO 30"x30" SHOWN AT THE FOUNDATION-EDGE MAY BE OMITTED IF A STEM-WALL FOUNDATION 15 USED IN LIEU OF A MONOLITHIC FOUNDATION PAD FOOTING-z5 LARGER THAN 30"x30" ARE REQUIRED WITH EITHER A STEM-WALL OR MONOLITHC DOORS WITW BOTW ENDS IN AN END zoNE trust USE FULL END HOU6E END-ZONE Fof Jacks+�nvi FOUNDATION ADDITIONALLY, WHEN A PAD FOOTING 18 REQUIRED WITH A STEM WALL FOUNDATION (IE 30"x30"), IT NEED ONLY BE PLACED EITHER BELOW-GRADE FOOTING OR IN THE SLAB, BUT NOT IN BOTH LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH. EXP.G,120mph4 ZVI ,35c-,ca,z TO 30' ZGNi; PRE55URE5 FROM CtC TAOLE (TYP) PRESSURES SHOULD BE USED. yr,".t$J u�eg0 4c,- IUOODfTie LEGEND PLAN NOTES CONNECTIONS ',,1,# ) .• , P �0. NOTE THAT CERTAIN WOOD*Tie RODS MAY BE DELETED FROM THIS PROJECT 5A5ED ON THE FOLLOWING. NON-LOAD BEARING WALLS I) SEE SHEETS STI AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR METHOD OF ATTACHMENT M5TA SERIES STRAPS CANNOT BE TWISTED. THAT ARE NOT A SHEAR-WALL DO NOT REQUIRE WOOD•Tie ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EXISTING (2) 2x(o-i / 2 �- - HEADER/BEAM CALL-OUT DETAILS_ MSTA18 (14) 10d Common5/Total. THEY MAY BE APPLIED FLAT AND/OR BENT LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD+Tie RODS INSTALLED AS FOLLOWS: 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT SHEET " NUMBER OF KING STUDS EACH SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 M5TA2 (Ira) 10d Commons/Total- TO CONFORM/ACCOMMODATE REQUIRED O/C WOODfTie ROD TOLERANCES MST48 (48) lOdxl-1/2"/Total. APPLICATIONS, BUT THEY MUST NOT BE TNUMBER OF JACK STUDS EAGN SIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC „ ROOF TRUSS UPLIFT (LU5) WOOD*Tie 120D(S) EXTERIOR SIZE OF HEADER MATERIAL DE516N CENTER (BF5DC) IS NOT RESPONSIBLE FOR THE ACCURACY OF GSI6 (28) Sd or (22) 10d Commons/Total. TWISTED_ USE MTS- or NTS-SERIES TWISTED $TOLERANCES C151(o /8 (12) 10dx1-I/2". STRAPS" AT APPLICATIONS WHERE TWISTED #0-1000 ROD(S) -w 4' O/C (INTERIOR) OR ro' O/C (EXTERIOR). NUMBER OF PLIES IN HEADER THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. STRAPS ARE REQUIRED_ #1001-201ro ADD (1) ROD ADJACENT TO TRUSS. SHOULD NOT 3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT MTSI2 (14) lod Commons or 10dxl-1/2"/Total_ 3'-0" 1 3'-0" OVERRIDE ALL EXTERIOR HEADERS rznx�_In UNLESS NOTED OTHERWISE HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HTS20 (20) 10d Commons or (24) 10dx1-1/2"/Total. of "201 $ GREATER CONSULT DESIGN CENTER -� WUIDELI E ALL INTERIOR HEADERS rznx6-i/1 UNLESS NOTED OTHERWISE INTERIOR GUIDELINES DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) lhd Sinkers/Each to Truss and Stud Column. � � iA � OUTLINED PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED BLOCKS. MGT (22) 10d Commons to Wood Member - 5/5" diameter or Larger Threaded Rod per Accompanying X WOOD,Tie ROD LOCATION. X 2,-0" 2,-01„` BELOW IN LIEU OF SPECIFIED HEADER Note on Page $l. XI ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOAD5 HGT-2/3 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page $l. RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION_ (UNLESS NOTED A_ GRAVITY LOADS: B_ I-ATER.AL LOAFS. HGT�-4 5/8" diameter or Larger Threaded Rods per Accompanying Nate on Page 51. OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, V-0" EXTERIOR) SHOULD BE FOLLOWED_ IN ADDITION, RODS SHOULD BE LOCATED AT SW" SHEARWALL SEGMENT - REFER TO DETAIL F/STI AND/OR D/5Ti ROOF LOAD TOP CNORD__LL=20PSF DL=IPSP WIND LOAD - 120 MPH HTTI& (IS) 16d Sinkers to Wood Member - 5/8 dimaeter or Larger Threaded Rod per Accompanying CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER 130T GHORD_LL=10P5F DL=5f 5F SEISMIC ZONE - 1 Note on Page 51. APPROXIMATE WOOD'Tie LOCATION DETAIL E/STI). RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHiN 4") OF PROPERLY CONSTRUCTED CORNER POST OR SEE WOOD-Tie SECTION FLOOR LOAD PL-15 PSF HTT22 (32) lrod Sinkers to Wood Member - 5/8 dimaeter o�Car �e rT��"per Accompanying OTHER SOLID FRAMING_ LL=40 PSF Note an Page Sl. I CITY 0P ATLA�ITIG BFAGFR � k1lBuilderss° s �� � Builders DO11 �' k'!Builders &',18uilderSAwoad ''" '' Builders 3�, $t&wvv 4, F�ILI!Builderswcoz�-'Barni,�4, FirstSource Wel FirstSource vUVt yb kIBuilderS FirstSourceT'r iFirstSourcer�'` FirstSourcewoo C� �l. / FirstSourceW ar �FirstSource.r t,C?`�L PX/ l 1� 1� Gir t a B r ATTCH 2" METAL C-CHANNEL TO DECK OF SEPARATION WALL "FLAME CONTROL" 1910-•-10 INTUMESCENT COATING I --PLYWOOID DECK APPLIED PER MANF SPEC TO UNDERSIDE OF DECK & TRUSSES TO 4'-0" MIN HORIZONATL DISTANCE BOTH SIDES FROM CL OF UNIT SEPARATION MALL.-w-\ RRA GINEERm Fire Resistance Ratings - AN511UL �S3 TRUSS Design No. U3136 �� - �• '--� December 06, 1 X96 Exposed to fire from separation Wall side only r' Nonbearing Wall Ratting-2 Hr HABITAT FOR Finish Rating-1201 Min Y'Y SEPARATION WALL: (Max Heightt-44 ft) HUMANITY OF FIBER W NZ, ALIGN TRIUSSES 1. Floor, intermediate or Top Walll- 2 in.wide channel shaped with 1 in.long legs BAI'J' INSIDE EDGE farmed from No. 25 MSG gale steel),secured with suitable fasteners spaced 24 in. THE INSULATIMI �;' + FOF FRAMIE WALL oc. ;. 2. Metal Studs - Steel members foormed from No.25 MSC gahr steel having"H" -shaped flanged spaced 24 in.OC; overall depth 2 in. and flange width 1-3/8 in. N {{; 3. Gypsum Board' Two layers off 1 in.thick gypsum wallboard liner panels, J A CK"S OV I L L E M supplied in nom 24 in.widths.Verticcal edges of panels friction fitted into"H" BEACHES -shaped studs. CANADIAN GYPSUM COMPANY -Type SLX. '7 4' ' I UNITED STATES GYPSUM CO - Type SLX 167'1 FRANCIS AVENUE CONTINUOUS FIRE CAULK SEALANT BT1 tN SILL PLATE 2 USG MEXICO S A DE C V -Type,SLX. ATLANTIC BEACH, FL & SHAFTLINER EACH SIDE '; 1/2>y "TYPE C" OR MO 3/8" GYP ® CLG32233 PROTECTED WALL: (Bearing or tNonbearing Wall) .063 4.Wood Studs- Nom 2 by 4 in.mlax spacing 24 in. OC.Studs cross braced at SPACE AS REQ'D. "11HERMAFIBER' INSULATION mid-height where necessary for clips attachment.Min 3/4 in.separation between (904) 241-1222 FIRE BLOCKING AS REQ'D wood framing and fire separation wrall. FAX: (904) 241-4310 + 5. Gypsum Board- Classified or Unclassified*Min 1/2 in. thick,4 ft wide,applied {' either horizontally or vertically.Wallboard attached to studs with 1-1/4 in. long steel 1/r2" G" OVER 2x2SPF „ drywall nails spaced 8 in,OC.Vertical joints located over studs.(Optional)Joints W� STUDS ® 16 OC covered with paper tape and joint compound. Nail heads covered with joint compound. R 11/19 FIBERGLASS BATT INSULATION „ 6.Attachment Clips- Aluminum angle, 0.063 in.thick,2 in.wide with 2 in.and 1" AIR SPACE BOTH SIDES 2-1/4 in.legs.Clips secured with Type S screws 3/8 in. long to"H"studs and with Type Pcrews 1-1/4 in.long to pod framing through holesprovided in cp. O= SHAFTLNER (3/4MIN) 6A.Clip screws tItem 6for se iaration walls up 23 ft high.Space clips a max (2'VdELS USG BRAND 1" GYP LINER Z of 10 ft OC vertically between wooed framing and"H"studs. + �w PAINSTALLED PER UL--U336 66.Clip placement(Item 6)for seporation walls up to 44 ft high.Space clips as described in Item 6A for upper 24 fft. Remaining wall area below requires clips spaced a max 5 ft OC vertically beltween wood framing and"H"studs. CONTINUOUS FIRE CAULK "Bearing the t Classification Marik ;, � Reprinted from the Online Certificatiions Directory with permission from Underwriters SEALANT STO SILL PLATE + W Laboratories Inc. Copyright©2003(Underwriters Laboratories Inc.0 SHAFTLINER EACH SIDE U r FIRE CAULK `t 23/32" T&G PLYWOOD F` CL 2"' METAL H--CHANNEL � � 6 SUBFLOORING GLUED ANDt ff � A MEAL AGSAE AS REQ'D.SCREWED OVER PRE-ENG �`�,-�`-`-� "- ,ter""�` ."�"= r� "'T 2 T Y WD FLR TRUSSES S, 2X SILL PLATE 3 00 rrr�rr�rcccrrrrr�rrrirr���� ���r�rrr�rr� f > _ . CONTINUOUS ACOUSTICAL SEALANT BOTH SIDES CONTINUOUS IJP ` k: sY.w..• i�r'LUX1xy1.:,L' �„ BEAD �4z rtrtmfrrrrrrZrrL'CAL ACOUSTi ,�'•�',;S• ��.�"T��i.Y.T' +�W .F=rti.:1, ® SEALANT AT . cl%_ L E 7' SEALANT DETAILS 1 : ; 1108 & 1110 SCHEIDEL COURT NTSr • R 30 SOUND RAT® � ' : ; � ATLANTIC BEACH, FL FIBERGLASS BATT --- �- 32233 INSIJL.ATION2 "THERI�AFIBER' INSULATIdN 4 4 A10t FlIRE BLOCKING AS Ri~Q'D DUVAL COUNTY 1/2" TYI'1= aC- OR ACOUSTICAL SEALANT BOTH SIDES 5 5/8' GYP 0 1/2- GWB OVER 2X #2SPF WOOD STUDS 0 16" OC 1'° .AIRSPACE (3/4b MIN) 1" Ail SPACE BOTH SCES S E C TI ON .-A OF SHAFTLINER (3/4" MIN) R 11/19 FIBERC4-ASS BATT INSULATION (... _ �(2) USG BRAND 1" GYP LINER � P&'I l!L-"07,13 7' I7TM I ,iK t i1 r 1'lrl� JIM) ,fall. /irl iL x.:01. jIV V r_,C .�1"1',0,:. i .I=?,�L �' i,a;l?I"i-- __ APPRO'jrE HCUSZ +R.` i U ccl ic. aw A-r 24' Gi; MAX, --2_`1 SSLL PLATE W1 FOMI SILL SEAL / --EXTERICR SHEATHING WALL,h_LUJIi4, M_ �cALAi'Ii bUIi1 6il✓c.SI ,�.r\ �� ' —Tot UNIT SEPr%:TATIC�1 rJi�LL i SECTION d \4 ° 2" METAL C--CHMINEL °• v e v DETAILd 1/2" G71B OF SEPARATION .WALL CONCRETE GRADE Bim. (2) USG BRAND 1" GYP LINER SEE FC3UNI�AlOM PLAN. E NOTE: PAWS INSTALLED PER UL—U336 SOUND RATED ASSEMBLY. ( UNIT SEPARATIGPI WALL DETAIL) CAULK ALL PENETRATIONS W/ ACOUSTICAL SEALANT U.N.O. �N�TSEPARAT10N WALL SECTION r� PLAN DTAIL DATE; Q6/29/2QQ5 1 `� N7S DRAWN BY: LAT HABITAT FOR ELECTRICAL LEGEND /� "B HUMANITY OF :9m 110 VOLT DUPLEX O)ITLET WALL MOUNTED 2 STORY MODEL 2 STORY MODEL THE � 110 VOLT SPLIT DUPLEX OLITL.ETWS'd�ITCHED ��� ENTRY LEFT _,.__.- - -.,�--- . �...-_..._._.. ^ SEpf1RAT1(�d W� ENTRY RIGHT %- 110 VOLT DUPLEX OUTLET—WEATHER PROOF r--�.- _.- � JACKSONVILLE %:(Q-- 110 VOLT WADPLEX OUTLET-WALL MOUNTED BEACHES 49� 110V DUPLEX -CFCI OUTLET 1671 FRANCIS AVENUE 4;J-- 110V DUPLEX -GFGI OUTLET-SWITCHED I ( I ATLANTIC BEACH, FL ■ 110V DUPLEX --APCs OUTLET 32233 =Lil-- 110V DUPLEX --AFCI OUTLET—SWITCHED (904) 241-1222 110 VOLT DUPLEX OUTLET—FLOOR MOUNTED � I FAX: (904) 241-4310 220 VOLT OUTLET--WALT. MOUNTED ....._ __� ■ -_ ► TELEPHONE OUTLET _.-.. LTLT -ter- SWITCH L - - - - (PREWIRE FAN) I (PREWIRE FAN) - -- --- - --- -1 -64 SWITCH--THREE WAY <\� �0 0� �0 SWITCH-FOUR WAY ■ <�-/ �J I 4/ \` -0- SNATCH-DIMMER r y � w PUSH BUTTON SWTCH ! cm DOOR BELL CHIMESQ 0- :- - I — so 0-i CABLE TELEVI Ss ON OUTLET - - ® SPEAKER LOCATION 2 T u" Y - LIMIT FIXTURE-CEILING MOUNTED - It u LIGHT FIXTURE-WALL MOUNTED Fl I 1 OSD SDO I I 3 BEn I � I - } LIGHT FIXTURE—CEILING SUSPENDEDUm F, L E— u u ® n LIGHT FIXTURE-CEILING RECESSED ® LIGHT FIXTURE-RECESSED EYEBALL u_ - -i - u 1108 & 1110 SCHEIDEL COURT CEILING FAT) T I K I I SD SD ( SO I 1 X I BEACH, FL - - - - ATLANTIC SMOKE DETECTOR-CEILING MOUNTED (D Sri EXHAUST FAN O 32233 ` DUVAL COUNTY - EXHAUST FAN/LIGHT FIXTURE COMBO FLOOD LIGHTS--DUAL HEAD LT ELECTRIC PANEL 0 a (PRNIRE FAN) (PREWIRE FAN) D D STRUCTURED WIRING PANEL �// LTLT `J QUICK DISCONNECT F�1S�1) .-��___-- I ---_ --- - --- --- -J (PREWRE FAN) -- -- SECURITY KEYPAD LOCATION FA A l0:1/ANCE == LIGHT FI;C'IURE-UTIDER XrAl31>'Ic.l" r �RATICN 1111ALL. I �LH IHER'JOSTAr SE ECOD 1'X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED __..� �..� -__. FLOOR 2'X4' FLUCRESCENT LIGHT FIXTURE CEILINX9 MOUNTED ELECTRICAL COND FLOOR ELECTRICAL PLAN (])�F - 1 -0^ PLAN NM T�C 3A�D (SUiTCH TO MERA-M LT Lx'L DATE: 06/29/2005 DRAWN BY: LAT i 4--- HABITAT FOR ELECTRICAL LEGENDB C HUMANITY OF ' , 4D:; 110 VOLT DUPLEX OUTLET-WALL MOUNTED 2 STORY MODEL 2 STORY MODEL THE ENTRY LEFT SEPARATION WALL ENTRY RIGHT =Q,c 110 VOLT SPLIT DUPLEX OUTLET-SWITCHED -'-w JACKSONVILLE 110 VOLT DUPLEX OUTLET-WEATHER PROOF I _ . BEACHES 110 VOLT gUADPLEX OUTLET WALL MOUNTED 4E� 110V DUPLEX -GFCI OUTLET 1671 FRANCIS AVENUE 4�1-- 110V DUPLEX -GFCI OUTLET--SNITCHED ( I I ATLANTIC BEACH, FL 32233 :11� 1110V DUPLEX —AFCI OUTLET (904) 241-1222 ji�- 11 10V DUPLEX --AFCI OUTLET-SNATCHED FAX: (904) 241-4310 110 VOLT DUPLEX OUTLET-FLOOR MOUNTED I 4D-- 220 VOLT OUTLET-WALL MOUNTED ► TELEPHONE OUTLET - SWITCHWF� f 4 SWITCH--THREE WAY - SNITCH-FOUR WAY Q I - SVATCH-DIMMER I I 00 PUSH ®LITTON SWTCH craa DOOR BELL CHIMES _ J I 0-i CABLE TELEVISION OUTLET �j - , " T I II ® SPEAKER LOCATION (D Ld III III LIGHT FIXTURE-CEILING MOUNTED - I c= = Eo 34 E - LIGHT FIXTURE-WALL MOUNTED • E-CEILING SUSPENDED ` � LIGHT FIXTURE-CEILING . J / --------J `. J ED"' U P` L E Xv .0 LIGHT FIXTURE-CEILING RECESSED ® LIGHT FlXTURE-RECESSED EYEBALL 1108 & 1110 SCHEIDEL COURT CEILING FAN � LT LT � ATLANTIC BEACH, FL O SMOKE DETECTOR--CEILING MOUNTED \ (P�1RE 0) I (P�R�Ei�1RE F0) / 32233 ® EXHAUST FAN \� �\ DUVAL COUNTY 41 EXHAUST FANLIGHT FIXTURE COMBO N� Ci/ OD LIGHTS-DUAL HEAD uRY FT_ FLOOD / ELECTRIC PANEL r \ STRUCTURED WIRING PANEL ( � y] QUIcx DISCONNECT [ 1 KH SECURITY KEYPAD LOCATIMI wrp _- L � _ _ - - _ -_ _ _ _ _ _ - -.- _ _ - _ _ - rP, f�AllrtCt ,�I.L.Urlr�l'11rG LIGHT FIXTURE-UNDER CABINET t1� I FLO "m �'r3 r�'BIG SAT SEEPARATICN WALL I II I 1 X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED ELECTRICAL 2'XV FLUORESCENT LICIT FIXTURE PLAN CEILING MOUNTED 14IRSFLOOR ELECTRICAL PLAN 1 4" = 1'"0" Fftt (sWMI M OFERATE LT (moi. DATE: 06/29/2005 DRAWN BY: LAT DRIP EDGE ON TOP ROOF DECD OF UNDERLAYMENT ® RAKE 2" MIN OVERLAP 0 SIDE 36" WIDE UNDERLAYMENT INSTALLED W/O WRINKLES, WALL SHEATHING USE ONLY ENOUGH INAILS (7/16 OSB) TO HOLD IN PLACE IUNTIL COVERED BY SHINGLES. Vol, VINYL LAP SIDING OVER - TYVEK HOMEWRAP HABITAT FOR HUMANITY OF NON—CORRODING •- METAL FLASHING NAILED METAL. DRIP EDGE TO ROOF DECK THE z1.11-:_ 4" MIN OVERLAP 0 END CAP SHINGLE INSTALLED JACKSONVILLE r W/ ROOF CEMENT. DO BEACHES/� �- — UNDERLAYMENT ON TOP NOT NAIL. OF D-RIP EDGE EAVES SHINGLES 1671 FRANCIS AVENUE &112�" DERLAYMENT DETAIL 4:12 or GREATER sLOP�E ATLANTIC BEACH, FL _ 1' 0. ROOF CEMENT A 32233 (904) 241-1222 PLACE SHINGLES 2 STORY MODEL 2 'STORY MODEL FAX: (904) 241-4310 ENTRY LEFT SPARA� ENTRY RIGH 3/6„ OVER EAVE & RAKE EDGES 0 RAKES, CEMENT SHINGLE TO UNDERLAYMENT & TO EACHWALL FLASHING DETAIL OTHER IN A 4” WIDTH OF 5 3" = 1'-0° _ ASPHALT PLASTIC ROOF CEMENT =-;--_— — — — — _ -- _ _ — NON—CORRODING -�" �a I i Jill METAL EAVE DRIPIIII IIII II L — - � ---- 1 I I iIl I IL _ =—.— — I j " I 1 \ I ii TRIM 6"-7" FROM END � "� TRIM TABS FROM I llI F_OF 1ST SHINGLE STARTER COURSE R 30 BATT INSULATION I 1 �� IIIJilI ��4 I L SHINGLES N '� 11 IIII I I � UK T ) 12 1� FIBERGLASS SHINGLE I III I I j ROOFING OVER 15# FELT I I IIII I II IIII II3 ED` STARTER STRIP DETAIL INSULATION BAFFLE I I � _ _ _ -1I I L — _ _ _ _ _ _ _ _ _ 2 1/2" = 1�_0" BETWEEN EACH TRUSS 1 u c _ - C C = — 4 ORV 7 III r I HURRICANE CLIP ® EACH TRUSS 11 Jill I I DUL E X"r (VERIFY W/ STRUCTURAL) I 1 IIII I I -M_v PLACE SHINGLES _ (2) 2x PLATE #2 SYP I _ _ CLOSE TOGETHER BUT I r-- -- ---- -- - - - > RIDGE 1111 RIDGE > — — - — — — --, DO NOT CROVID ALUM DRIP EDGE OVER FASCIA I i I 1 IIII I I I I 1108 & 1110 SCHEIDEL COURT 11 IIII 11 ®® " 1 I 1111 L I I ATLANTIC BEACH, FL GYP B D 0 CLGI I -J L _ 1 G —_�r-- _ 7IIr - - - - --- -1r- I 32233 I I I I I I DUVAL COUNTY ®, ® • 1 2- GYM' BR 1 1 I I 1111 I I I I ®�► PLACE SHINGLES I � — -- - -I �Q _ __S L_ _j L � L m• 3 S OVER EAVE R--13 BATT INSUL FULLY VENTED VINYL SOFFIT I — _i I I r — — - L — G RAKE EDGES 11 11 II 1111 II II II VINYL LAP SIDING OVER j L - I I I NDN—CORRODING @ RAKES, l _ =J CEMENT SHINGLE TO TYVEK HOMEWRAP I I III CE 9ETAL EAVE DRIP UNDERLAYMENT & TO EACH II I1 1111 11 II OTHER IN A 4" WIDTH OF II II IIII II II ASPHALT PLASTIC ROOF CEMENT I I w� I I 1111 11 I i � SOFFIT DETAIL -1111 L ROOF PLAN 11 1/2 to 12 1 2° 11 1/2' to 12 1 ' I - — ----- - DETAILS 1 to11 2' 1* to1 12a (Tl°P) SEPARATIal WALL (T1r'P) Ln r ROOF PLAN 1/4" = 1'-0" DATE: 06/29/2005 SHINGLE NAILING DETAIL 3" — 1' o" DRAWN BY: LAT -. ------- II I a a " � V 12 12 4 4 T.O. BEARItIG 174-70 HABITAT2ND FLR FOR ------ ----- ----- -- - - - --- - ----__ _ _.._. _-- - HUMANITY CSF NE OF WALL ErMNO THE JACKSONVILLE BEACHES VINYL SIDINGI ' �' _ 2ND FLR T.O. BEARING 8-1 1L" 1671 FRANCIS AVENUE 1 ST FLR ATLANTIC BEACH, FL 0 32233 VINYL SIDING (904) 241-1222 FAX: (904) 241-4310 FINISHED FIRST FLOOR 0$ -0" 1ST FLR 1 LEFT SIDE ELEVATION 2 %r"'o J*2` T r mo" Y C B A ' 2 STORY MODEL 2 STORY MODEL 3 BEU ENTRY LEFT SEPARATIONS ENTRY RIGHT H 71 -390 uul LEA 1 12 12 1 1108 & 1110 SCHEIDEL COURT ATLANTIC BEACH FL 32233 DUVAL COUNTY _ T.O. SEAIRING 17'-7" ...... _. a]D FLR I I VINYL SIDING ._ w ---- - --- VINYL SIDING FINISHED SECOND FLDOR 9'-5 1 r 2ND FLR c" IDE IUI ILi L E ; T VINYL. SIDING i VINYL SIDING Q REAR - N��iID FIRST FILaQR of-" ELEVATIONS 1 ST FLR 2 REAR ELEVATION 1/4" = 1'-0" DATE: 06/29/2005 D RAW N B Y: LAY t r 12 12 4 '�4 _ r.o. BEING 2N1, . HABITAT F O R FLA H U ANITY OF UNE OF W L BEYOND THE vINYL SIDING JACKSONVILLE BEACHES 2N0 FLR MM s°-1 1 1 1671 FRANCIS AVENUE 1sT FLIM ATLANTIC BEACH, FL 0 32233 (904) 241-1222 VIPIYL SIDING FAX: (904) 241-4310 N,(ED FIRST 01-00 1ST FLIM RIGHT SIDE ELEVATION 'A B c 2 STUKY ) 2 STORY MODEL 2 STORY MODEL 3 B% E D ENTRY LEFT ?ISo:, ATI WALL RIGHT lm%u Um% L EX I 412- - 12 I 1108 & 1110 SCHEIDEL COURT 4 I ATLANTIC BEACH, FL 32233 DUVAL COUNTY T.O. ,� ;4 ING 7'- -- 2ND FLR %AMYL SIDING - `AI•IYI. SIDING El — LL-L w1 ST FLR RIGHT SIDE VINYL SIDING VINYL SIDING & FRONT ELEVATIONS 1 ST FLR � FRONT ELEVATION DATE: 06/29/2005 DRAWN BY: LAT 1 � e * r a <Y, TYPICAL OF TWO AREAS STAIR NOTES Icrt LEVEL LIVING: 614' [� �1135� E0 0 7 1 a 2nd LEVEL LIVING: NOSNO 602' [� c NOT-: TOTAL � wTH - 10 1A? IMN TOTAL.�,I�N� 1298' 2 STORY MODEL 2 STORY MODEL Z � UAB OF W2 GLUM & NAuLM (M AS HABITAT FOR ENTRY LEFT ) 28' SEPARATION WALL ENTRY RIGHT MSUM MADS OF 1x8 t,'1,UM & NMM ® HUMANITY T� ERon�� 1242' �) ° AS O F . 4. LANDINGS MADE cr 2a a , r � w/ 3/4' THE 20—0" 20'-0" T&O PLY tom"g &. N.AIL� 6'-7 1/2" 131-2 1/a" 13,-2 1/2, B�-7 1/2� 5. Sly NGMS l� U2 EQUALLY SP (TYF�) JACKSONVILLE ON'` ( LLE 8'--5" 4'-9 1/2" 2" n4'^9 1/2° 88 BEACHES ACHES 2 1671 FRANCIS AVENUE A5 3 ATLANTIC BEACH, FL A13BREVIATIONS A10 32233 ABV ABOVE 4052 SH 4052 SH (904) 241-1222 AC AIR CONDITIONER -' (8'-10 1/2" HDR) I •` (6'-10 1/2" HDR) FAX: 2 241-4310 AFF ABOVE FINISHED FLOOR ' - - BU(U BLOCK CL UNIT Kill, J.1 CABS CABINETS1CL CEILING UNE 1CLO MUMSOWNERS A'° , OWNERS DR DOOR R&S - -- - Res DRY DRYER 8' CLG g' CLG Def DISHWASHER EB EYEBROW VERIFYFLR FLOOR wQ�; VERIFY r- N FP FIREPLACE _ TU B R.O. W/ TUB R.O. W/ o FM FIXED ;� i�f CONTRACTOR I CONTRACTOR z FXT FIXTURE w 4' 0" 4'-9" 3'-7 1/2" 3'--7 1/2" 4'-9r 4' 10" � f GLS GLASS HB HOSE BID j N a 2"KS KNEE SPACE 8' CL6 LAV LAVATORY �v m VINYL � 8' CLG N I VINYL w' LT LAUNDRY TUB .� i' 1— , MRBL (WARBLE MC MEDICINE CABINET '� DN M dc' MIR MIRROR b I DN I cl I b MTL METAL � UlAill I � 2 STORY , OHC OVERHEAD CABS r - OPNG OPENING _ N - - -7 I C- OPT OPTIONAL Mai n 1 - III I H I I I I U11 W / r� WALL W I oR�cS CLATHES ROD anti SHELF - 1 I n � 3 ED REF REFRIGMATOR r i � I I R SD SMOKE DETECTOR — -j 8' CLG _ SDLTS SIDE LIGHTS 1 ic) I V1NYL �NnG r - A4 SGA SLIDING GLASS DOM to R&S I in SH (2) SHELVES (CWANITY) A5 1 I 1 2668 I — - I R� t0 SHWR SHO1R u- — Tv Tv T., 2888 _ I SOAP SOAP DISH04 2668 2688 ` u TB TOIL BAR R&S 1�1 _ _ 1108 & 1110 SCHEIDEL COURT TPM T01LET PAPER HOLDER wl — I X ,�AHUI t N �v �'� I X R&S — — TEM TUB and SHOWER 2688 2888 ATLANTIC BEACH FL TEMP TEkIPER® w IL � _1 � � I � �\ ��� y � TR TRANSOM T013 TOP OF N? BLOCK (C1AU) ��� fj n c,� 'v b 32233 VOL VOLLIWATT dE '-7 1/2" 3'-�0" 2'-11'2 0 1/ " 4'11 2" � '--11" 2 0 1/.'!"2'-1 1" '-4 3'_0" 3'-7 1/2 DUVAL COUNTY WC WATER CLOSET WD WOOD ' ' . i WATER HEATER � BED 3 � �... BED �3 � • BED 2 BED 2 0 8' CLG 8 CLG B CLG o I hill rw# •- 8 CLG W52 SH 00 r 3052 SH L (8'--10 1/2" HDR) 6'-10 11r HDR 3052 S�4 5t—ow 5I—on 4'-10 4 " '_14' 6' " ti9 U 1� J so jo 109-0 911-1011 91-100 —Q , " SECOND 20 ' " 20--0 FLOOR PLAN SEPARATICN WALL SECTD FLOOR PLAN 1/4 = DATE: 05/29/2005 DRAWN BY: LAT A3 , 0 t TYPICAL OF TWO C AREAS A g STAIR,., NOTES• -- t. �13 8 E0 Rs � ;r log W/S FORY MODEL 2 S TORY MODEL 5� E* RM" a 7 to W/ 1° N ® 2n L LDANG: 602 ENTRY LEFT SEPARATION WAIL ENTRY RIGHT NOTE: MAL D � - 1D 1/`r wN 2nd LEVEL uVING: sot' z 7tEADS MADE CF 12 cum NAILED ( HABITATFOR roTAL uVIN�: 1216' 40'-0" RECM) 2B' 20'—o" 20'-0~ a I ) -9 1/2" MADE OF 1x8 �ED & NAMED (, ,ED AS HUMANITY O TC"TAL UHO "t cut3F_ 1242' g'-0 1/2" 4'-g 1/2" 4' 9'-�0 1/2" 89-030 46 LAf�DIM MACE C 0 18" Com. W/ 3/4' V T&OPLt THE 2'-0" 8'--a 2" " 8'-„0" 21-090 S. SMIgMM AE 2x12 M&LY SPACED (TV) JACKSONVILLE BEACHES 2 1671 FRANCIS AVENUE •h 3 I ATLANTIC BEA CH , FL PA PAIDAgQREVIATIONS A10 32233 (904) 241-122233 %1 3030 ABV� ABOVE AC AIR CONDITIONER 6088 SGD (6' -10\" HDR) 440 � (8'-10\" HDR) 6088 5G0 FAX: (904) 241-4310 AFF ABOVE MNI�",M 7 OOR ?�— �_r AHU AIR HANDLER UNIT' 01.10 OHC17 OHC C31i1 C BLK BLOCK BASE CAB ;L __ — J L — , r — _J L — — J ° �� • BASE CAB CABS CABINEtS Acc9 Y` _a I I I ASS CL CEILING LINE 10' EXTEN)M i SINK I I SINK i 10" EXTE140M CLO CEILING ool�NT>rR - I I - -I COUNMTW DR DOOR COLUMN .t HB ;I I I I HB DINING DINING DRY DRYER m � L kw I 1111 ow 1 Dw DISHWASHER 8' 0L I KITCHEN10 I� I 01 -- J 1 I- ED EYEBROW � � . KITCHEN � W 8' CLG FLR FLOOR 8' CLG Q 10 01 8' CLG FP FIREPLACE G'-4 1/2" 4' 0" 2'-11"VINYL 6'-6 1/2 2- Ix '--6 1/2' VINYL 2'-11" -ON 6'-4 1/2" FXD FIXED FXT FIXTURE - - - i1I r - -OFEF , GLS GLASS s STORAGE 208s I I I I I I IE2Ms STORAGE HB HOSE Bila : � � � �. ._ _ _ KS KNEE SPACE $ 1 8' C 3-» r (3) %1 E _ - - 1 A1iC oHc -:_ .. 8� CLG LAV LAVATORY / " 1 ��_.._- - _. . 3--9 $ 1 1 LT LAUNDRY TUB �+ Z� r1. - - - ...... _1 f-U _ MRBL MARBLE �_�� I � I Al I MC MEDICINE CADINE7 '� ` - I \ I r ___�_ Rom% Y MIR R91RRO�t I � 3-0 � � I � I S� R " �.-0a \ � � Z03 T MTL METAL. s �v � ..�__ � - 30 0 ¢ �v OHC OVERHEAD CABS - CPNG OPENING I cv ��__� 1/� 40 H D 1 2 -- 3 BEU - 03aT OPTIONAL o P O WD E R _ as WALL 42�I WAu - P O WD E R _ N 1 RAS CLOTHES RCD cnd SHELF ' UP- REF REFRIGERATOR I 1 i VINYLG �' j UPT cp 8' CLG ; A/C �j �. "� SCJ S? OK>~ DETI~CTOR '�i ` / ( J1 M VINYL � �/ SALTS SIDE LIGHTS 1 N C - = - - ------- -- - - 17 , A4 _ L c _X SGD SLIDING GLASS DOOR A5 � R&S H ` +�� � `,WALL— '-i" R� SH (2) SHELVES (QUANITY) wr M 5HWR SSHOWER - P SH1�d SNAP SOAP DISH k' ' 2068 2088 1 M TB TOL BAR 1108 & 1110 SCHEIDEL COURT r, TPH TOILET' PAPER HOLDER � � Alb � TAS TUB and SHOWER � � x 2" � m �I ATLANTIC BEACH, FL TEMP TEMPER® TOB TAP OF BLC (GI~�IU) 0 31_1" 3'-3 1/2" 4' 4'_310 5'--2 1/2" 5'-2 1/2" 46--3" 4' 0" 3'-3 1/2" 3,_..1" '/ N 32233 TR TRANSOM we L ME WATER CLOSET to I b � �, DUVAL COUNTY WD WATER HEATER to GREAT RM GREAT RM v r a WSH WAS 8' CLG 8' CLG = I awn VSD 2rao �� 3068 ENRTY -- HB — 30132»SH -t- !�A- 3052 SH H8 3068 ENRTY LINE CF , iy Zv L_.... I (6'-10\' HDR) (6'-10\" HDR) I If—CAN� 2ND �N I 10 O" j J I —--------- ------------, n12'-4"I 12'-4" 5'-0w 10'-0" 4'-10" 4'_10" 10'-0" � 20'-0" 20'-0" FIRST FLOOR PLAN 40'-0" SEPARATION WALL. FIRST FLOOR PLAN 0. DATE: 06/29/2005 DRAWN BY: LAT 9 i r. A 2 STORY MODEL B 2 STORY MODEL c HABITAT FOR ENTRY LEFT ENTRY RIGHT SEPARATION WA HUMANITY O 40'-0" 20'-0" 20.-or THE 2'—or e'—o" 10'—o" 10'—or 6 $'-019 2'-0" JACKSONVILLE 4'-0" 4'-0" 4'-0" 4'-0" BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH, FL I 32233 (904) 241-1222 SLAB NOTES --0'--4 r o FAX: (904) 241-4310 .t I (MIN) I ".� 1. FOUNDATION DESIGNED FOR ASSUMED ' sm RECCEn ' SIS RECMS MIN SOIL BEARING PRESSURE 0 2500 --___- PSF. CONTRACTOR TO VERIFY LOADING SUSTAINIBILITY. 24-) 2500 PSI CONC SLAB W1 6x6 10/10 IP WM OR (4") 2,500 PSI � I Al I I I 1 FIBERMESH C LA C SD ,0VER 0 MLPW'M74E VAPOR .h Al .¢ CLEAN' ER COMPACTED TERMITE iTREATED SOIL (TYP). HB I I I ( HB 3. VERIFY LOCATION OF INTERIM LOAD BEARING PARTITIONS W TRUSS ENGINEERING. PROVIDE THICKENED SLAB AT ALL LOCATIONS, I I I 4. STEP-DOYN HEIGHTS Si OYM ARE MIN REQUIRMENTS. MODIFY AS SITE o I I I I SLP o REQUIRES. r �' � 4-m2 I I 4" Q VERIFY LOCATION OF PIPING & ' CONDUIT BELOW SLAB. SEE FLOOR I ( I PLAN FOR FIXTURE LOCATIONS, 3 E D b i _�'_ • I ' I I �fl N S� IM DWM _gyp >�� M I ,t --�� '�4 D I r= vu u c� FMC 24 c:CN� I 1 P 1 l � I - «oNE 1 FEFi Fr (MIN) 13-0" la I I I I e") 3'—or I I 1108 & 1110 SCHEIDEL COURT ATLANTIC BEACH, FL I I 32233 ROOF TRUSS ENGINEERING NOT r. I I I I I 00 AVAILABLE PRIOR TO ISSUANCE OF N I r DUVAL COUNTY THESE CONSTRUCTION DRAWINGS. VERIFY INTERIOR ROOF TRUSS BEARING ZVY ROOF' TRUSS ENGINEERING P ROOF SPECIFICALLY FOR 'ms I I I I I PSC,: I I t— i , HB HB ti 9I ,yS SCO TRACX W/ _ - C:.NTINCUS CAUILK B1 ,,� 1/24 j � n I `�iIM II # L I- L _ J SLOPE CONCRM 0FOUNDATION1f6" PER FOOT MAX '• .;: . ;;• , • '... � ' d' •i +: 2'-�B" 5'-0" 12'-B" ,. PLAN 12-B" 5 --0 2-8 p 20'-0" 20'-D" • 4• 440-LO' , THRESHOLD DETAIL &OUNDATION 1-0'• PLAN ARCHITECTURAL MONOLITHIC DATE: 06/29/2005 DRAWN BY: LAT H A mLmm3"6 I TAT Fuo� R M' ' " M A N I T Y 41 F T HE 'J ��CK�Of� i/ ILLE � � ACH � S _M , 1671 FRANCIS AVENUE ATLANTIC BEACH , FL 32233 � � (904 ) 241 - 1222 FAX: (904 ) 241 -43 '10 . . 2 � OM% RYE DRO09ln DUPLEX 11u8a i110 8CHEIDEL COURT ATIADIi'iC BEACH , FLORIDA 32233 DY7VAL ',C9UNTY DRA\/AIING INDEX Al - ,FOUNDATION PLAN F A2 - 'I�: IST FLOOR PLAN - trrlNlfl F I OC) P PI 4 N �q A4 - BUILDiNk'G ELEVATIONSf Copy A5 - " U1LDIfviG ELEVATIONS I� R6 - x= OOF PLAN & DETAILS , A7 - FIRST FLOOR ELECTRICAL PLAN � A8 - c� ECOND FLOOR ELECTRICAL PLAN ��4� ACJ - VVALL SIECTION & DETAILS o ��edu� 2 a zoasox � IOB � II10 Scheldei � c H A mLmm3"6 I TAT Fuo� R M' ' " M A N I T Y 41 F T HE 'J ��CK�Of� i/ ILLE � � ACH � S _M , 1671 FRANCIS AVENUE ATLANTIC BEACH , FL 32233 � � (904 ) 241 - 1222 FAX: (904 ) 241 -43 '10 . . 2 � OM% RYE DRO09ln DUPLEX 11u8a i110 8CHEIDEL COURT ATIADIi'iC BEACH , FLORIDA 32233 DY7VAL ',C9UNTY DRA\/AIING INDEX Al - ,FOUNDATION PLAN F A2 - 'I�: IST FLOOR PLAN - trrlNlfl F I OC) P PI 4 N �q A4 - BUILDiNk'G ELEVATIONSf Copy A5 - " U1LDIfviG ELEVATIONS I� R6 - x= OOF PLAN & DETAILS , A7 - FIRST FLOOR ELECTRICAL PLAN � A8 - c� ECOND FLOOR ELECTRICAL PLAN ��4� ACJ - VVALL SIECTION & DETAILS o ��edu� 2 a zoasox � IOB � II10 Scheldei � c 9 i r. A 2 STORY MODEL B 2 STORY MODEL c HABITAT FOR ENTRY LEFT ENTRY RIGHT SEPARATION WA HUMANITY O 40'-0" 20'-0" 20.-or THE 2'—or e'—o" 10'—o" 10'—or 6 $'-019 2'-0" JACKSONVILLE 4'-0" 4'-0" 4'-0" 4'-0" BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH, FL I 32233 (904) 241-1222 SLAB NOTES --0'--4 r o FAX: (904) 241-4310 .t I (MIN) I ".� 1. FOUNDATION DESIGNED FOR ASSUMED ' sm RECCEn ' SIS RECMS MIN SOIL BEARING PRESSURE 0 2500 --___- PSF. CONTRACTOR TO VERIFY LOADING SUSTAINIBILITY. 24-) 2500 PSI CONC SLAB W1 6x6 10/10 IP WM OR (4") 2,500 PSI � I Al I I I 1 FIBERMESH C LA C SD ,0VER 0 MLPW'M74E VAPOR .h Al .¢ CLEAN' ER COMPACTED TERMITE iTREATED SOIL (TYP). HB I I I ( HB 3. VERIFY LOCATION OF INTERIM LOAD BEARING PARTITIONS W TRUSS ENGINEERING. PROVIDE THICKENED SLAB AT ALL LOCATIONS, I I I 4. STEP-DOYN HEIGHTS Si OYM ARE MIN REQUIRMENTS. MODIFY AS SITE o I I I I SLP o REQUIRES. r �' � 4-m2 I I 4" Q VERIFY LOCATION OF PIPING & ' CONDUIT BELOW SLAB. SEE FLOOR I ( I PLAN FOR FIXTURE LOCATIONS, 3 E D b i _�'_ • I ' I I �fl N S� IM DWM _gyp >�� M I ,t --�� '�4 D I r= vu u c� FMC 24 c:CN� I 1 P 1 l � I - «oNE 1 FEFi Fr (MIN) 13-0" la I I I I e") 3'—or I I 1108 & 1110 SCHEIDEL COURT ATLANTIC BEACH, FL I I 32233 ROOF TRUSS ENGINEERING NOT r. I I I I I 00 AVAILABLE PRIOR TO ISSUANCE OF N I r DUVAL COUNTY THESE CONSTRUCTION DRAWINGS. VERIFY INTERIOR ROOF TRUSS BEARING ZVY ROOF' TRUSS ENGINEERING P ROOF SPECIFICALLY FOR 'ms I I I I I PSC,: I I t— i , HB HB ti 9I ,yS SCO TRACX W/ _ - C:.NTINCUS CAUILK B1 ,,� 1/24 j � n I `�iIM II # L I- L _ J SLOPE CONCRM 0FOUNDATION1f6" PER FOOT MAX '• .;: . ;;• , • '... � ' d' •i +: 2'-�B" 5'-0" 12'-B" ,. PLAN 12-B" 5 --0 2-8 p 20'-0" 20'-D" • 4• 440-LO' , THRESHOLD DETAIL &OUNDATION 1-0'• PLAN ARCHITECTURAL MONOLITHIC DATE: 06/29/2005 DRAWN BY: LAT , 0 t TYPICAL OF TWO C AREAS A g STAIR,., NOTES• -- t. �13 8 E0 Rs � ;r log W/S FORY MODEL 2 S TORY MODEL 5� E* RM" a 7 to W/ 1° N ® 2n L LDANG: 602 ENTRY LEFT SEPARATION WAIL ENTRY RIGHT NOTE: MAL D � - 1D 1/`r wN 2nd LEVEL uVING: sot' z 7tEADS MADE CF 12 cum NAILED ( HABITATFOR roTAL uVIN�: 1216' 40'-0" RECM) 2B' 20'—o" 20'-0~ a I ) -9 1/2" MADE OF 1x8 �ED & NAMED (, ,ED AS HUMANITY O TC"TAL UHO "t cut3F_ 1242' g'-0 1/2" 4'-g 1/2" 4' 9'-�0 1/2" 89-030 46 LAf�DIM MACE C 0 18" Com. W/ 3/4' V T&OPLt THE 2'-0" 8'--a 2" " 8'-„0" 21-090 S. SMIgMM AE 2x12 M&LY SPACED (TV) JACKSONVILLE BEACHES 2 1671 FRANCIS AVENUE •h 3 I ATLANTIC BEA CH , FL PA PAIDAgQREVIATIONS A10 32233 (904) 241-122233 %1 3030 ABV� ABOVE AC AIR CONDITIONER 6088 SGD (6' -10\" HDR) 440 � (8'-10\" HDR) 6088 5G0 FAX: (904) 241-4310 AFF ABOVE MNI�",M 7 OOR ?�— �_r AHU AIR HANDLER UNIT' 01.10 OHC17 OHC C31i1 C BLK BLOCK BASE CAB ;L __ — J L — , r — _J L — — J ° �� • BASE CAB CABS CABINEtS Acc9 Y` _a I I I ASS CL CEILING LINE 10' EXTEN)M i SINK I I SINK i 10" EXTE140M CLO CEILING ool�NT>rR - I I - -I COUNMTW DR DOOR COLUMN .t HB ;I I I I HB DINING DINING DRY DRYER m � L kw I 1111 ow 1 Dw DISHWASHER 8' 0L I KITCHEN10 I� I 01 -- J 1 I- ED EYEBROW � � . KITCHEN � W 8' CLG FLR FLOOR 8' CLG Q 10 01 8' CLG FP FIREPLACE G'-4 1/2" 4' 0" 2'-11"VINYL 6'-6 1/2 2- Ix '--6 1/2' VINYL 2'-11" -ON 6'-4 1/2" FXD FIXED FXT FIXTURE - - - i1I r - -OFEF , GLS GLASS s STORAGE 208s I I I I I I IE2Ms STORAGE HB HOSE Bila : � � � �. ._ _ _ KS KNEE SPACE $ 1 8' C 3-» r (3) %1 E _ - - 1 A1iC oHc -:_ .. 8� CLG LAV LAVATORY / " 1 ��_.._- - _. . 3--9 $ 1 1 LT LAUNDRY TUB �+ Z� r1. - - - ...... _1 f-U _ MRBL MARBLE �_�� I � I Al I MC MEDICINE CADINE7 '� ` - I \ I r ___�_ Rom% Y MIR R91RRO�t I � 3-0 � � I � I S� R " �.-0a \ � � Z03 T MTL METAL. s �v � ..�__ � - 30 0 ¢ �v OHC OVERHEAD CABS - CPNG OPENING I cv ��__� 1/� 40 H D 1 2 -- 3 BEU - 03aT OPTIONAL o P O WD E R _ as WALL 42�I WAu - P O WD E R _ N 1 RAS CLOTHES RCD cnd SHELF ' UP- REF REFRIGERATOR I 1 i VINYLG �' j UPT cp 8' CLG ; A/C �j �. "� SCJ S? OK>~ DETI~CTOR '�i ` / ( J1 M VINYL � �/ SALTS SIDE LIGHTS 1 N C - = - - ------- -- - - 17 , A4 _ L c _X SGD SLIDING GLASS DOOR A5 � R&S H ` +�� � `,WALL— '-i" R� SH (2) SHELVES (QUANITY) wr M 5HWR SSHOWER - P SH1�d SNAP SOAP DISH k' ' 2068 2088 1 M TB TOL BAR 1108 & 1110 SCHEIDEL COURT r, TPH TOILET' PAPER HOLDER � � Alb � TAS TUB and SHOWER � � x 2" � m �I ATLANTIC BEACH, FL TEMP TEMPER® TOB TAP OF BLC (GI~�IU) 0 31_1" 3'-3 1/2" 4' 4'_310 5'--2 1/2" 5'-2 1/2" 46--3" 4' 0" 3'-3 1/2" 3,_..1" '/ N 32233 TR TRANSOM we L ME WATER CLOSET to I b � �, DUVAL COUNTY WD WATER HEATER to GREAT RM GREAT RM v r a WSH WAS 8' CLG 8' CLG = I awn VSD 2rao �� 3068 ENRTY -- HB — 30132»SH -t- !�A- 3052 SH H8 3068 ENRTY LINE CF , iy Zv L_.... I (6'-10\' HDR) (6'-10\" HDR) I If—CAN� 2ND �N I 10 O" j J I —--------- ------------, n12'-4"I 12'-4" 5'-0w 10'-0" 4'-10" 4'_10" 10'-0" � 20'-0" 20'-0" FIRST FLOOR PLAN 40'-0" SEPARATION WALL. FIRST FLOOR PLAN 0. DATE: 06/29/2005 DRAWN BY: LAT e * r a <Y, TYPICAL OF TWO AREAS STAIR NOTES Icrt LEVEL LIVING: 614' [� �1135� E0 0 7 1 a 2nd LEVEL LIVING: NOSNO 602' [� c NOT-: TOTAL � wTH - 10 1A? IMN TOTAL.�,I�N� 1298' 2 STORY MODEL 2 STORY MODEL Z � UAB OF W2 GLUM & NAuLM (M AS HABITAT FOR ENTRY LEFT ) 28' SEPARATION WALL ENTRY RIGHT MSUM MADS OF 1x8 t,'1,UM & NMM ® HUMANITY T� ERon�� 1242' �) ° AS O F . 4. LANDINGS MADE cr 2a a , r � w/ 3/4' THE 20—0" 20'-0" T&O PLY tom"g &. N.AIL� 6'-7 1/2" 131-2 1/a" 13,-2 1/2, B�-7 1/2� 5. Sly NGMS l� U2 EQUALLY SP (TYF�) JACKSONVILLE ON'` ( LLE 8'--5" 4'-9 1/2" 2" n4'^9 1/2° 88 BEACHES ACHES 2 1671 FRANCIS AVENUE A5 3 ATLANTIC BEACH, FL A13BREVIATIONS A10 32233 ABV ABOVE 4052 SH 4052 SH (904) 241-1222 AC AIR CONDITIONER - (8'-10 1/2" HDR) I •` (6'-10 1/2" HDR) FAX: 2 241-4310 AFF ABOVE FINISHED FLOOR ' - - BU(U BLOCK CL UNIT Kill, J.1 CABS CABINETS1CL CEILING UNE 1CLO MUMSOWNERS A'° , OWNERS DR DOOR R&S - -- - Res DRY DRYER 8' CLG g' CLG Def DISHWASHER EB EYEBROW VERIFYFLR FLOOR wQ�; VERIFY r- N FP FIREPLACE _ TU B R.O. W/ TUB R.O. W/ o FM FIXED ;� i�f CONTRACTOR I CONTRACTOR z FXT FIXTURE w 4' 0" 4'-9" 3'-7 1/2" 3'--7 1/2" 4'-9r 4' 10" � f GLS GLASS HB HOSE BID j N a 2"KS KNEE SPACE 8' CL6 LAV LAVATORY �v m VINYL � 8' CLG N I VINYL w' LT LAUNDRY TUB .� i' 1— , MRBL (WARBLE MC MEDICINE CABINET '� DN M dc' MIR MIRROR b I DN I cl I b MTL METAL � UlAill I � 2 STORY , OHC OVERHEAD CABS r - OPNG OPENING _ N - - -7 I C- OPT OPTIONAL Mai n 1 - III I H I I I I U11 W / r� WALL W I oR�cS CLATHES ROD anti SHELF - 1 I n � 3 ED REF REFRIGMATOR r i � I I R SD SMOKE DETECTOR — -j 8' CLG _ SDLTS SIDE LIGHTS 1 ic) I V1NYL �NnG r - A4 SGA SLIDING GLASS DOM to R&S I in SH (2) SHELVES (CWANITY) A5 1 I 1 2668 I — - I R� t0 SHWR SHO1R u- — Tv Tv T., 2888 _ I SOAP SOAP DISH04 2668 2688 ` u TB TOIL BAR R&S 1�1 _ _ 1108 & 1110 SCHEIDEL COURT TPM T01LET PAPER HOLDER wl — I X ,�AHUI t N �v �'� I X R&S — — TEM TUB and SHOWER 2688 2888 ATLANTIC BEACH FL TEMP TEkIPER® w IL � _1 � � I � �\ ��� y � TR TRANSOM T013 TOP OF N? BLOCK (C1AU) ��� fj n c,� 'v b 32233 VOL VOLLIWATT dE '-7 1/2" 3'-�0" 2'-11'2 0 1/ " 4'11 2" � '--11" 2 0 1/.'!"2'-1 1" '-4 3'_0" 3'-7 1/2 DUVAL COUNTY WC WATER CLOSET WD WOOD ' ' . i WATER HEATER � BED 3 � �... BED �3 � • BED 2 BED 2 0 8' CLG 8 CLG B CLG o I hill rw# •- 8 CLG W52 SH 00 r 3052 SH L (8'--10 1/2" HDR) 6'-10 11r HDR 3052 S�4 5t—ow 5I—on 4'-10 4 " '_14' 6' " ti9 U 1� J so jo 109-0 911-1011 91-100 —Q , " SECOND 20 ' " 20--0 FLOOR PLAN SEPARATICN WALL SECTD FLOOR PLAN 1/4 = DATE: 05/29/2005 DRAWN BY: LAT A3 t r 12 12 4 '�4 _ r.o. BEING 2N1, . HABITAT F O R FLA H U ANITY OF UNE OF W L BEYOND THE vINYL SIDING JACKSONVILLE BEACHES 2N0 FLR MM s°-1 1 1 1671 FRANCIS AVENUE 1sT FLIM ATLANTIC BEACH, FL 0 32233 (904) 241-1222 VIPIYL SIDING FAX: (904) 241-4310 N,(ED FIRST 01-00 1ST FLIM RIGHT SIDE ELEVATION 'A B c 2 STUKY ) 2 STORY MODEL 2 STORY MODEL 3 B% E D ENTRY LEFT ?ISo:, ATI WALL RIGHT lm%u Um% L EX I 412- - 12 I 1108 & 1110 SCHEIDEL COURT 4 I ATLANTIC BEACH, FL 32233 DUVAL COUNTY T.O. ,� ;4 ING 7'- -- 2ND FLR %AMYL SIDING - `AI•IYI. SIDING El — LL-L w1 ST FLR RIGHT SIDE VINYL SIDING VINYL SIDING & FRONT ELEVATIONS 1 ST FLR � FRONT ELEVATION DATE: 06/29/2005 DRAWN BY: LAT 1 � -. ------- II I a a " � V 12 12 4 4 T.O. BEARItIG 174-70 HABITAT2ND FLR FOR ------ ----- ----- -- - - - --- - ----__ _ _.._. _-- - HUMANITY CSF NE OF WALL ErMNO THE JACKSONVILLE BEACHES VINYL SIDINGI ' �' _ 2ND FLR T.O. BEARING 8-1 1L" 1671 FRANCIS AVENUE 1 ST FLR ATLANTIC BEACH, FL 0 32233 VINYL SIDING (904) 241-1222 FAX: (904) 241-4310 FINISHED FIRST FLOOR 0$ -0" 1ST FLR 1 LEFT SIDE ELEVATION 2 %r"'o J*2` T r mo" Y C B A ' 2 STORY MODEL 2 STORY MODEL 3 BEU ENTRY LEFT SEPARATIONS ENTRY RIGHT H 71 -390 uul LEA 1 12 12 1 1108 & 1110 SCHEIDEL COURT ATLANTIC BEACH FL 32233 DUVAL COUNTY _ T.O. SEAIRING 17'-7" ...... _. a]D FLR I I VINYL SIDING ._ w ---- - --- VINYL SIDING FINISHED SECOND FLDOR 9'-5 1 r 2ND FLR c" IDE IUI ILi L E ; T VINYL. SIDING i VINYL SIDING Q REAR - N��iID FIRST FILaQR of-" ELEVATIONS 1 ST FLR 2 REAR ELEVATION 1/4" = 1'-0" DATE: 06/29/2005 D RAW N B Y: LAY DRIP EDGE ON TOP ROOF DECD OF UNDERLAYMENT ® RAKE 2" MIN OVERLAP 0 SIDE 36" WIDE UNDERLAYMENT INSTALLED W/O WRINKLES, WALL SHEATHING USE ONLY ENOUGH INAILS (7/16 OSB) TO HOLD IN PLACE IUNTIL COVERED BY SHINGLES. Vol, VINYL LAP SIDING OVER - TYVEK HOMEWRAP HABITAT FOR HUMANITY OF NON—CORRODING •- METAL FLASHING NAILED METAL. DRIP EDGE TO ROOF DECK THE z1.11-:_ 4" MIN OVERLAP 0 END CAP SHINGLE INSTALLED JACKSONVILLE r W/ ROOF CEMENT. DO BEACHES/� �- — UNDERLAYMENT ON TOP NOT NAIL. OF D-RIP EDGE EAVES SHINGLES 1671 FRANCIS AVENUE &112�" DERLAYMENT DETAIL 4:12 or GREATER sLOP�E ATLANTIC BEACH, FL _ 1' 0. ROOF CEMENT A 32233 (904) 241-1222 PLACE SHINGLES 2 STORY MODEL 2 'STORY MODEL FAX: (904) 241-4310 ENTRY LEFT SPARA� ENTRY RIGH 3/6„ OVER EAVE & RAKE EDGES 0 RAKES, CEMENT SHINGLE TO UNDERLAYMENT & TO EACHWALL FLASHING DETAIL OTHER IN A 4” WIDTH OF 5 3" = 1'-0° _ ASPHALT PLASTIC ROOF CEMENT =-;--_— — — — — _ -- _ _ — NON—CORRODING -�" �a I i Jill METAL EAVE DRIPIIII IIII II L — - � ---- 1 I I iIl I IL _ =—.— — I j " I 1 \ I ii TRIM 6"-7" FROM END � "� TRIM TABS FROM I llI F_OF 1ST SHINGLE STARTER COURSE R 30 BATT INSULATION I 1 �� IIIJilI ��4 I L SHINGLES N '� 11 IIII I I � UK T ) 12 1� FIBERGLASS SHINGLE I III I I j ROOFING OVER 15# FELT I I IIII I II IIII II3 ED` STARTER STRIP DETAIL INSULATION BAFFLE I I � _ _ _ -1I I L — _ _ _ _ _ _ _ _ _ 2 1/2" = 1�_0" BETWEEN EACH TRUSS 1 u c _ - C C = — 4 ORV 7 III r I HURRICANE CLIP ® EACH TRUSS 11 Jill I I DUL E X"r (VERIFY W/ STRUCTURAL) I 1 IIII I I -M_v PLACE SHINGLES _ (2) 2x PLATE #2 SYP I _ _ CLOSE TOGETHER BUT I r-- -- ---- -- - - - > RIDGE 1111 RIDGE > — — - — — — --, DO NOT CROVID ALUM DRIP EDGE OVER FASCIA I i I 1 IIII I I I I 1108 & 1110 SCHEIDEL COURT 11 IIII 11 ®® " 1 I 1111 L I I ATLANTIC BEACH, FL GYP B D 0 CLGI I -J L _ 1 G —_�r-- _ 7IIr - - - - --- -1r- I 32233 I I I I I I DUVAL COUNTY ®, ® • 1 2- GYM' BR 1 1 I I 1111 I I I I ®�► PLACE SHINGLES I � — -- - -I �Q _ __S L_ _j L � L m• 3 S OVER EAVE R--13 BATT INSUL FULLY VENTED VINYL SOFFIT I — _i I I r — — - L — G RAKE EDGES 11 11 II 1111 II II II VINYL LAP SIDING OVER j L - I I I NDN—CORRODING @ RAKES, l _ =J CEMENT SHINGLE TO TYVEK HOMEWRAP I I III CE 9ETAL EAVE DRIP UNDERLAYMENT & TO EACH II I1 1111 11 II OTHER IN A 4" WIDTH OF II II IIII II II ASPHALT PLASTIC ROOF CEMENT I I w� I I 1111 11 I i � SOFFIT DETAIL -1111 L ROOF PLAN 11 1/2 to 12 1 2° 11 1/2' to 12 1 ' I - — ----- - DETAILS 1 to11 2' 1* to1 12a (Tl°P) SEPARATIal WALL (T1r'P) Ln r ROOF PLAN 1/4" = 1'-0" DATE: 06/29/2005 SHINGLE NAILING DETAIL 3" — 1' o" DRAWN BY: LAT i 4--- HABITAT FOR ELECTRICAL LEGENDB C HUMANITY OF ' , 4D:; 110 VOLT DUPLEX OUTLET-WALL MOUNTED 2 STORY MODEL 2 STORY MODEL THE ENTRY LEFT SEPARATION WALL ENTRY RIGHT =Q,c 110 VOLT SPLIT DUPLEX OUTLET-SWITCHED -'-w JACKSONVILLE 110 VOLT DUPLEX OUTLET-WEATHER PROOF I _ . BEACHES 110 VOLT gUADPLEX OUTLET WALL MOUNTED 4E� 110V DUPLEX -GFCI OUTLET 1671 FRANCIS AVENUE 4�1-- 110V DUPLEX -GFCI OUTLET--SNITCHED ( I I ATLANTIC BEACH, FL 32233 :11� 1110V DUPLEX —AFCI OUTLET (904) 241-1222 ji�- 11 10V DUPLEX --AFCI OUTLET-SNATCHED FAX: (904) 241-4310 110 VOLT DUPLEX OUTLET-FLOOR MOUNTED I 4D-- 220 VOLT OUTLET-WALL MOUNTED ► TELEPHONE OUTLET - SWITCHWF� f 4 SWITCH--THREE WAY - SNITCH-FOUR WAY Q I - SVATCH-DIMMER I I 00 PUSH ®LITTON SWTCH craa DOOR BELL CHIMES _ J I 0-i CABLE TELEVISION OUTLET �j - , " T I II ® SPEAKER LOCATION (D Ld III III LIGHT FIXTURE-CEILING MOUNTED - I c= = Eo 34 E - LIGHT FIXTURE-WALL MOUNTED • E-CEILING SUSPENDED ` � LIGHT FIXTURE-CEILING . J / --------J `. J ED"' U P` L E Xv .0 LIGHT FIXTURE-CEILING RECESSED ® LIGHT FlXTURE-RECESSED EYEBALL 1108 & 1110 SCHEIDEL COURT CEILING FAN � LT LT � ATLANTIC BEACH, FL O SMOKE DETECTOR--CEILING MOUNTED \ (P�1RE 0) I (P�R�Ei�1RE F0) / 32233 ® EXHAUST FAN \� �\ DUVAL COUNTY 41 EXHAUST FANLIGHT FIXTURE COMBO N� Ci/ OD LIGHTS-DUAL HEAD uRY FT_ FLOOD / ELECTRIC PANEL r \ STRUCTURED WIRING PANEL ( � y] QUIcx DISCONNECT [ 1 KH SECURITY KEYPAD LOCATIMI wrp _- L � _ _ - - _ -_ _ _ _ _ _ - -.- _ _ - _ _ - rP, f�AllrtCt ,�I.L.Urlr�l'11rG LIGHT FIXTURE-UNDER CABINET t1� I FLO "m �'r3 r�'BIG SAT SEEPARATICN WALL I II I 1 X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED ELECTRICAL 2'XV FLUORESCENT LICIT FIXTURE PLAN CEILING MOUNTED 14IRSFLOOR ELECTRICAL PLAN 1 4" = 1'"0" Fftt (sWMI M OFERATE LT (moi. DATE: 06/29/2005 DRAWN BY: LAT HABITAT FOR ELECTRICAL LEGEND /� "B HUMANITY OF :9m 110 VOLT DUPLEX O)ITLET WALL MOUNTED 2 STORY MODEL 2 STORY MODEL THE � 110 VOLT SPLIT DUPLEX OLITL.ETWS'd�ITCHED ��� ENTRY LEFT _,.__.- - -.,�--- . �...-_..._._.. ^ SEpf1RAT1(�d W� ENTRY RIGHT %- 110 VOLT DUPLEX OUTLET—WEATHER PROOF r--�.- _.- � JACKSONVILLE %:(Q-- 110 VOLT WADPLEX OUTLET-WALL MOUNTED BEACHES 49� 110V DUPLEX -CFCI OUTLET 1671 FRANCIS AVENUE 4;J-- 110V DUPLEX -GFGI OUTLET-SWITCHED I ( I ATLANTIC BEACH, FL ■ 110V DUPLEX --APCs OUTLET 32233 =Lil-- 110V DUPLEX --AFCI OUTLET—SWITCHED (904) 241-1222 110 VOLT DUPLEX OUTLET—FLOOR MOUNTED � I FAX: (904) 241-4310 220 VOLT OUTLET--WALT. MOUNTED ....._ __� ■ -_ ► TELEPHONE OUTLET _.-.. LTLT -ter- SWITCH L - - - - (PREWIRE FAN) I (PREWIRE FAN) - -- --- - --- -1 -64 SWITCH--THREE WAY <\� �0 0� �0 SWITCH-FOUR WAY ■ <�-/ �J I 4/ \` -0- SNATCH-DIMMER r y � w PUSH BUTTON SWTCH ! cm DOOR BELL CHIMESQ 0- :- - I — so 0-i CABLE TELEVI Ss ON OUTLET - - ® SPEAKER LOCATION 2 T u" Y - LIMIT FIXTURE-CEILING MOUNTED - It u LIGHT FIXTURE-WALL MOUNTED Fl I 1 OSD SDO I I 3 BEn I � I - } LIGHT FIXTURE—CEILING SUSPENDEDUm F, L E— u u ® n LIGHT FIXTURE-CEILING RECESSED ® LIGHT FIXTURE-RECESSED EYEBALL u_ - -i - u 1108 & 1110 SCHEIDEL COURT CEILING FAT) T I K I I SD SD ( SO I 1 X I BEACH, FL - - - - ATLANTIC SMOKE DETECTOR-CEILING MOUNTED (D Sri EXHAUST FAN O 32233 ` DUVAL COUNTY - EXHAUST FAN/LIGHT FIXTURE COMBO FLOOD LIGHTS--DUAL HEAD LT ELECTRIC PANEL 0 a (PRNIRE FAN) (PREWIRE FAN) D D STRUCTURED WIRING PANEL �// LTLT `J QUICK DISCONNECT F�1S�1) .-��___-- I ---_ --- - --- --- -J (PREWRE FAN) -- -- SECURITY KEYPAD LOCATION FA A l0:1/ANCE == LIGHT FI;C'IURE-UTIDER XrAl31>'Ic.l" r �RATICN 1111ALL. I �LH IHER'JOSTAr SE ECOD 1'X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED __..� �..� -__. FLOOR 2'X4' FLUCRESCENT LIGHT FIXTURE CEILINX9 MOUNTED ELECTRICAL COND FLOOR ELECTRICAL PLAN (])�F - 1 -0^ PLAN NM T�C 3A�D (SUiTCH TO MERA-M LT Lx'L DATE: 06/29/2005 DRAWN BY: LAT t a B r ATTCH 2" METAL C-CHANNEL TO DECK OF SEPARATION WALL "FLAME CONTROL" 1910-•-10 INTUMESCENT COATING I --PLYWOOID DECK APPLIED PER MANF SPEC TO UNDERSIDE OF DECK & TRUSSES TO 4'-0" MIN HORIZONATL DISTANCE BOTH SIDES FROM CL OF UNIT SEPARATION MALL.-w-\ RRA GINEERm Fire Resistance Ratings - AN511UL �S3 TRUSS Design No. U3136 �� - �• '--� December 06, 1 X96 Exposed to fire from separation Wall side only r' Nonbearing Wall Ratting-2 Hr HABITAT FOR Finish Rating-1201 Min Y'Y SEPARATION WALL: (Max Heightt-44 ft) HUMANITY OF FIBER W NZ, ALIGN TRIUSSES 1. Floor, intermediate or Top Walll- 2 in.wide channel shaped with 1 in.long legs BAI'J' INSIDE EDGE farmed from No. 25 MSG gale steel),secured with suitable fasteners spaced 24 in. THE INSULATIMI �;' + FOF FRAMIE WALL oc. ;. 2. Metal Studs - Steel members foormed from No.25 MSC gahr steel having"H" -shaped flanged spaced 24 in.OC; overall depth 2 in. and flange width 1-3/8 in. N {{; 3. Gypsum Board' Two layers off 1 in.thick gypsum wallboard liner panels, J A CK"S OV I L L E M supplied in nom 24 in.widths.Verticcal edges of panels friction fitted into"H" BEACHES -shaped studs. CANADIAN GYPSUM COMPANY -Type SLX. '7 4' ' I UNITED STATES GYPSUM CO - Type SLX 167'1 FRANCIS AVENUE CONTINUOUS FIRE CAULK SEALANT BT1 tN SILL PLATE 2 USG MEXICO S A DE C V -Type,SLX. ATLANTIC BEACH, FL & SHAFTLINER EACH SIDE '; 1/2>y "TYPE C" OR MO 3/8" GYP ® CLG32233 PROTECTED WALL: (Bearing or tNonbearing Wall) .063 4.Wood Studs- Nom 2 by 4 in.mlax spacing 24 in. OC.Studs cross braced at SPACE AS REQ'D. "11HERMAFIBER' INSULATION mid-height where necessary for clips attachment.Min 3/4 in.separation between (904) 241-1222 FIRE BLOCKING AS REQ'D wood framing and fire separation wrall. FAX: (904) 241-4310 + 5. Gypsum Board- Classified or Unclassified*Min 1/2 in. thick,4 ft wide,applied {' either horizontally or vertically.Wallboard attached to studs with 1-1/4 in. long steel 1/r2" G" OVER 2x2SPF „ drywall nails spaced 8 in,OC.Vertical joints located over studs.(Optional)Joints W� STUDS ® 16 OC covered with paper tape and joint compound. Nail heads covered with joint compound. R 11/19 FIBERGLASS BATT INSULATION „ 6.Attachment Clips- Aluminum angle, 0.063 in.thick,2 in.wide with 2 in.and 1" AIR SPACE BOTH SIDES 2-1/4 in.legs.Clips secured with Type S screws 3/8 in. long to"H"studs and with Type Pcrews 1-1/4 in.long to pod framing through holesprovided in cp. O= SHAFTLNER (3/4MIN) 6A.Clip screws tItem 6for se iaration walls up 23 ft high.Space clips a max (2'VdELS USG BRAND 1" GYP LINER Z of 10 ft OC vertically between wooed framing and"H"studs. + �w PAINSTALLED PER UL--U336 66.Clip placement(Item 6)for seporation walls up to 44 ft high.Space clips as described in Item 6A for upper 24 fft. Remaining wall area below requires clips spaced a max 5 ft OC vertically beltween wood framing and"H"studs. CONTINUOUS FIRE CAULK "Bearing the t Classification Marik ;, � Reprinted from the Online Certificatiions Directory with permission from Underwriters SEALANT STO SILL PLATE + W Laboratories Inc. Copyright©2003(Underwriters Laboratories Inc.0 SHAFTLINER EACH SIDE U r FIRE CAULK `t 23/32" T&G PLYWOOD F` CL 2"' METAL H--CHANNEL � � 6 SUBFLOORING GLUED ANDt ff � A MEAL AGSAE AS REQ'D.SCREWED OVER PRE-ENG �`�,-�`-`-� "- ,ter""�` ."�"= r� "'T 2 T Y WD FLR TRUSSES S, 2X SILL PLATE 3 00 rrr�rr�rcccrrrrr�rrrirr���� ���r�rrr�rr� f > _ . CONTINUOUS ACOUSTICAL SEALANT BOTH SIDES CONTINUOUS IJP ` k: sY.w..• i�r'LUX1xy1.:,L' �„ BEAD �4z rtrtmfrrrrrrZrrL'CAL ACOUSTi ,�'•�',;S• ��.�"T��i.Y.T' +�W .F=rti.:1, ® SEALANT AT . cl%_ L E 7' SEALANT DETAILS 1 : ; 1108 & 1110 SCHEIDEL COURT NTSr • R 30 SOUND RAT® � ' : ; � ATLANTIC BEACH, FL FIBERGLASS BATT --- �- 32233 INSIJL.ATION2 "THERI�AFIBER' INSULATIdN 4 4 A10t FlIRE BLOCKING AS Ri~Q'D DUVAL COUNTY 1/2" TYI'1= aC- OR ACOUSTICAL SEALANT BOTH SIDES 5 5/8' GYP 0 1/2- GWB OVER 2X #2SPF WOOD STUDS 0 16" OC 1'° .AIRSPACE (3/4b MIN) 1" Ail SPACE BOTH SCES S E C TI ON .-A OF SHAFTLINER (3/4" MIN) R 11/19 FIBERC4-ASS BATT INSULATION (... _ �(2) USG BRAND 1" GYP LINER � P&'I l!L-"07,13 7' I7TM I ,iK t i1 r 1'lrl� JIM) ,fall. /irl iL x.:01. jIV V r_,C .�1"1',0,:. i .I=?,�L �' i,a;l?I"i-- __ APPRO'jrE HCUSZ +R.` i U ccl ic. aw A-r 24' Gi; MAX, --2_`1 SSLL PLATE W1 FOMI SILL SEAL / --EXTERICR SHEATHING WALL,h_LUJIi4, M_ �cALAi'Ii bUIi1 6il✓c.SI ,�.r\ �� ' —Tot UNIT SEPr%:TATIC�1 rJi�LL i SECTION d \4 ° 2" METAL C--CHMINEL °• v e v DETAILd 1/2" G71B OF SEPARATION .WALL CONCRETE GRADE Bim. (2) USG BRAND 1" GYP LINER SEE FC3UNI�AlOM PLAN. E NOTE: PAWS INSTALLED PER UL—U336 SOUND RATED ASSEMBLY. ( UNIT SEPARATIGPI WALL DETAIL) CAULK ALL PENETRATIONS W/ ACOUSTICAL SEALANT U.N.O. �N�TSEPARAT10N WALL SECTION r� PLAN DTAIL DATE; Q6/29/2QQ5 1 `� N7S DRAWN BY: LAT TH15 DOCUMENT 15 AN LU INSTRUMENT OF ENGINEER'S SERVICE nj FOR OTHERS FOR CON- >>7 5TRUCTION OF PROJECT SW (2)2x6-1/3 SW SW SW rznx6-1/3 5W Z N A5 TITLED BELOW_ INFORMATION DERIVED ` ILI+ <1 Z FROM TH15 INSTRUMENT r ff %+I I I I I I°a N I '� -A D Z U CAN NOT BE USED FOR �__� r__a G____�, a tit LLI I lle 11l �' � h 4 OTHER WORKS UNLESS W cv �� It!Ck cn � AUTHORIZED r=3Y' THE _W�,� _. N fl) d)f 1 :z ENGINEER WITHOUT I I I I, p 0 Q LU p INFRINGEMENT OF LEGAL II I a G I II UU RIGHTS_ i0 OI Q I __JI 2x4 02 SFF d) 2x4 n SPF a� a Q 2x4 02 SPF N 2x4 "2 5PF N O w Z RE DESGRIPTIpN STUDS m 12" I I STUDS m 12" `) d m- 5TUOS 12" STUD m 12 0 ID O/C. O/C. i i O/C. O/C.101. 110 n W ^-I CV 2 STORYEL MOD2 STORY MODEL Mw0 2 - 3 ENTRY RIGHT ENTRY RIGHT I I _ I pp � - � 4 w (I all' ff- cUn4N 20-0" 20'-0' !t t 2'-0u 8'-0■ ��-0u 10'-00 81-04 2'-0■ �\ 10 1 1 1l, \I LLI U I I- Z � 1 \ 5T2 5T2 Z � -- -- - <1 u U 2x4 +2 SPF 2x4 62 5PF STUD5 g 12" STUDS 0 12" ILI ll) - - TI _ - _l C O/C. O/C. ILI s m d N Builders I O 2x4 n SPF °� 2x4 *2 5FF z � Q t'J (L R- I D �'1 r I STUDS 12" M (1) N5 a EACH FLOOR TRUSS Ci) H5 m EACH FLOOR TRUSS STUDS 12" U Z E X W stSou c 44" t__ O/C. TO TOP 117. FULL DEPTH TO TOP fE. FULL DEPTH O/C o r J a c A s o n v i l l e ---- ----------- ---- - - BLOCKING BETWEEN FLOOR EsLocKMG [3ETWEI~hl FLooR � � � � � � E � F- - - - - - - - T - - - _ - - w � J015T5ATWALL. JOISTS AT �j 1.11 In � ZI 0 � I 5T2 j 0 o I I 5/10 1A% it 6.0 111 �- p c0 ST2 I I ST2'. I ( „ .f �L P `f 6550 Roosevelt Blvd. -' 12 I I 12 I SW 5W (2)MT-512'5 OR(2) SW (2)MT512'S OR (2) SW SW ILI Jacksonville, FL 322�f4 ---- ----� M$TA24'S m F09 M5TA24'S s F09 �_- a a X tf1 F711 I ST2 � 5T2 1 3-m ---�------- -- --------- ---- V � Tel 904.772-6100 10'- " 3'-5" 2 11" 3'-2 '-2" 2' I" 3'-5" 10 -6" (2)MTS12'S OR(2) TO 2ply 2x4 "2 TO 2ply 2x4 '�2 (2)MTS12'5 OR (2) r x 1# 1i`1STA24'S a FIl TO 2pl SPF POST w/ (1) SPF POST w/ 11) M5TA24'S ,w FIl TO 2pl ' ` Fax 904.317-2835 01 y N I _ 2x4 62 SPF POST w/ (i) WOOD•Tle ROD. WOOD'Tle ROD_ 2x4 '"2 SPF POST w/ 11 i[l Zj N r�fSLP I - J L - _ _ I g�P� e WOOD•Tle ROD. WOOD-Tie ROD_ 4u r -- - - I - - - � � ' u cn Cl IL L I - Lr - T - T mm -- - - i �`" J 2 1�`� FLOOR �TRU�TL�RAL FLAN w o 1z I I I I I 12 I Si 3/1 11 = 11-011 z N >u --j I 5rT2 cn I - m , . I I i I I SW SW SW M C1 PC 34 3,_m. uo Ij X - F_ - - - I 3'-m" 1 I I I fit Iu \9 I I 1 cl) 07 I I III I I j I I 4" CONC. SLAYS 12 I I I2 4" CONC. SLAB I I j (Z)MTS12'S OR (2) (2)MT512'S OR (2) (2)MT512'S OR (2) (2)MTSI2'8 OR (2) ��- ro I ST2 REINFORCED W/ I I I REINFORCED W/ 1 M5TA24 S m T0l TO MSTAZ4'S g T01 TO MSTA24 5 e T01 TO MSTA24'S m T01 TO 0 EITHER 6x6 10/10 ST2 ST2 )WITHER FaxF� 10/10) - ST2 , TOP fE w/ (1) TOP fE w/ (1) TOP fE w/(I) TDP iP w/ (1) VI U u S I I �., WWh1 OR FItUERMESH I I I WW'1 OR FIBEf�"1E56H i,, I S' I WOOD#TIB ROD. WOOD•Tis ROD. WOOD'Tle ROD. WOOD-Tie ROD. U 0 VI p n ON 6 MIL VAPOR I I ON 6 MIL VAPOR'. 1 '� I X ``-� BARRIER OVER 12 BARRIER OVER `-`� I j �/ X �, _�_!l 8/10 TERMITE TREATED, I ST2 TERMITE TREATED, S/10 I cv V ST2 CLEAN, I I CLEAN, ST2 I I rLLI COMPACTED FILL. I I I COMPACTE=D FILL. 17- LH L_ - _ J _ _ _ _ i O CONVENTiONALLY x1 o v VI I II II II I I STRAF' ALL SECOND _ - X o � II II it V V � � ; ��� ------ ------ �- FLOOR ROOF v I FEARING WALLS TO X 11 1 II I I I cn L - - -J 5T2 i 1 ST2 L - - J iii i 1 i I i i iii BEA1"1S / HEADERS �l II �� 5T2 5T2 �� �� SELGW PER DETAIL (D -A lu�l1 II I I j II )~3/ST1. VI u v m X W VI U I L I U V 0 ® Q X U `n uhf p w v 5'-0" 12'-6" 12'-6" 5' _ _ 0 Ln ILI L Jr 9 V Q A Z F u _0 (2)MTSITS OR (2)MT51215 OR U u tt (2)MSTA24'S e (2)M5TA24'S e Z f F- U T01A TO 21 T01A TO 2ply 0 w p 0 f2)MT512'S OR f2) 2x4 +"l 5FF 2x4 "2 SPF (Z)MT512'S OR CZ) II MSTA2415 m T01A TO POST w/ (2) 48" P05T w/ (2) 48" MSTA2415 m T01A TO (1) 2ply 2x4 02 SPF POST C516'S m BASE CSIVS m BASE 2ply 2x4 rz 5PF POST -q Y_ W w/ (2) 48" C51ro'5 m TO PDR TO HDR w/ (2) 48" CSIVS m w BASE TO HDR BELOW. BELOW. BELOW. BASE To HDR BELOW. Z 73 T FOUNDATION PLAN i � � �-4F IlI, z DRAWN WOB 51 3/1�11 11^�u SW SW SW ' O Q CHECKED LAP i z SCALE 3/16 2ND FLOOR 5TRUCT�URAL. FLAN DATE 15-20-05 3 STRUCTURAL ENGINEERING FOR USE WITH JOB NO. J1188ro3 51 3/1611 = 11_011 !GJ TRUSSES BY BUILDERS FIRST SOURCE. SG2,FT. 2432/2484 END ZONE PRESSURES ° %' '%% END-ZONE COMPONENTS d I ' ,';, „ COMPONENTS t GLADDiNCs PRE85URE5 - IN PW COMPONENTS 4 CLADDINCs PRESSURES(M PSF)FOR GARAGE DOORS WItW ONE � +�+• , END UP TO 5' INTO AN END ZONE_(ALL PSE55URE5 NEGATIVE,EXCEPT AS NOTED) �, j CLADDING PRESSURES APPLY END-ZONES INTERIOR-ZONE6 3 'S TO WINDOWS DOORS IN AREA DOOR SIZE LEWSTW(IN FEET)OF DOOR INTO END ZONE POSITIVE in =� it�VfP:1%^t•n1.��� OE w (SIP) I'Qs-(+)NEG.(-) POS_(+)NEG.f-) 1 2 3 4 5 PRESSURE ?i - _ ' h. m HIGHLIGHTED AREAS TYP. ) ,r onal b9i, 9r'� 0-20 sr 4l ro 59.9 47b 50.7 e'-m°x 7'-m" _4lb -48.1 -48.9 -495 -50� +43.1 THE X DIMENSION ILLUSTRATES r ' 21d�5' ''ti LGR SGL DOORS 20-50 5r 46.1 568 46.1 49.1 THE MEASUREMENT OFF THE S 50-100 5r 43.1 52.2 43.7 46.8 1�''0"x-1'-0" � -455 -45.rt -45.9 -46 2 -46.4 +42.1 CORNER OF CORNER 01= THE HOUSE WHERE cu : L (� � > 100 5r 42.1 49.1 42.1 45.2 LGR DBL DOORS (NOT INT-ZONE) �UII 1tSorc� { S : PAD FOOTINGS UP TO 30"x30" SHOWN AT THE FOUNDATION-EDGE MAY BE OMITTED IF A STEM-WALL FOUNDATION 15 USED IN LIEU OF A MONOLITHIC FOUNDATION PAD FOOTING-z5 LARGER THAN 30"x30" ARE REQUIRED WITH EITHER A STEM-WALL OR MONOLITHC DOORS WITW BOTW ENDS IN AN END zoNE trust USE FULL END HOU6E END-ZONE Fof Jacks+�nvi FOUNDATION ADDITIONALLY, WHEN A PAD FOOTING 18 REQUIRED WITH A STEM WALL FOUNDATION (IE 30"x30"), IT NEED ONLY BE PLACED EITHER BELOW-GRADE FOOTING OR IN THE SLAB, BUT NOT IN BOTH LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH. EXP.G,120mph4 ZVI ,35c-,ca,z TO 30' ZGNi; PRE55URE5 FROM CtC TAOLE (TYP) PRESSURES SHOULD BE USED. yr,".t$J u�eg0 4c,- IUOODfTie LEGEND PLAN NOTES CONNECTIONS ',,1,# ) .• , P �0. NOTE THAT CERTAIN WOOD*Tie RODS MAY BE DELETED FROM THIS PROJECT 5A5ED ON THE FOLLOWING. NON-LOAD BEARING WALLS I) SEE SHEETS STI AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR METHOD OF ATTACHMENT M5TA SERIES STRAPS CANNOT BE TWISTED. THAT ARE NOT A SHEAR-WALL DO NOT REQUIRE WOOD•Tie ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EXISTING (2) 2x(o-i / 2 �- - HEADER/BEAM CALL-OUT DETAILS_ MSTA18 (14) 10d Common5/Total. THEY MAY BE APPLIED FLAT AND/OR BENT LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD+Tie RODS INSTALLED AS FOLLOWS: 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT SHEET " NUMBER OF KING STUDS EACH SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 M5TA2 (Ira) 10d Commons/Total- TO CONFORM/ACCOMMODATE REQUIRED O/C WOODfTie ROD TOLERANCES MST48 (48) lOdxl-1/2"/Total. APPLICATIONS, BUT THEY MUST NOT BE TNUMBER OF JACK STUDS EAGN SIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC „ ROOF TRUSS UPLIFT (LU5) WOOD*Tie 120D(S) EXTERIOR SIZE OF HEADER MATERIAL DE516N CENTER (BF5DC) IS NOT RESPONSIBLE FOR THE ACCURACY OF GSI6 (28) Sd or (22) 10d Commons/Total. TWISTED_ USE MTS- or NTS-SERIES TWISTED $TOLERANCES C151(o /8 (12) 10dx1-I/2". STRAPS" AT APPLICATIONS WHERE TWISTED #0-1000 ROD(S) -w 4' O/C (INTERIOR) OR ro' O/C (EXTERIOR). NUMBER OF PLIES IN HEADER THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. STRAPS ARE REQUIRED_ #1001-201ro ADD (1) ROD ADJACENT TO TRUSS. SHOULD NOT 3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT MTSI2 (14) lod Commons or 10dxl-1/2"/Total_ 3'-0" 1 3'-0" OVERRIDE ALL EXTERIOR HEADERS rznx�_In UNLESS NOTED OTHERWISE HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HTS20 (20) 10d Commons or (24) 10dx1-1/2"/Total. of "201 $ GREATER CONSULT DESIGN CENTER -� WUIDELI E ALL INTERIOR HEADERS rznx6-i/1 UNLESS NOTED OTHERWISE INTERIOR GUIDELINES DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) lhd Sinkers/Each to Truss and Stud Column. � � iA � OUTLINED PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED BLOCKS. MGT (22) 10d Commons to Wood Member - 5/5" diameter or Larger Threaded Rod per Accompanying X WOOD,Tie ROD LOCATION. X 2,-0" 2,-01„` BELOW IN LIEU OF SPECIFIED HEADER Note on Page $l. XI ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOAD5 HGT-2/3 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page $l. RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION_ (UNLESS NOTED A_ GRAVITY LOADS: B_ I-ATER.AL LOAFS. HGT�-4 5/8" diameter or Larger Threaded Rods per Accompanying Nate on Page 51. OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, V-0" EXTERIOR) SHOULD BE FOLLOWED_ IN ADDITION, RODS SHOULD BE LOCATED AT SW" SHEARWALL SEGMENT - REFER TO DETAIL F/STI AND/OR D/5Ti ROOF LOAD TOP CNORD__LL=20PSF DL=IPSP WIND LOAD - 120 MPH HTTI& (IS) 16d Sinkers to Wood Member - 5/8 dimaeter or Larger Threaded Rod per Accompanying CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER 130T GHORD_LL=10P5F DL=5f 5F SEISMIC ZONE - 1 Note on Page 51. APPROXIMATE WOOD'Tie LOCATION DETAIL E/STI). RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHiN 4") OF PROPERLY CONSTRUCTED CORNER POST OR SEE WOOD-Tie SECTION FLOOR LOAD PL-15 PSF HTT22 (32) lrod Sinkers to Wood Member - 5/8 dimaeter o�Car �e rT��"per Accompanying OTHER SOLID FRAMING_ LL=40 PSF Note an Page Sl. I CITY 0P ATLA�ITIG BFAGFR � k1lBuilderss° s �� � Builders DO11 �' k'!Builders &',18uilderSAwoad ''" '' Builders 3�, $t&wvv 4, F�ILI!Builderswcoz�-'Barni,�4, FirstSource Wel FirstSource vUVt yb kIBuilderS FirstSourceT'r iFirstSourcer�'` FirstSourcewoo C� �l. / FirstSourceW ar �FirstSource.r t,C?`�L PX/ l 1� 1� Gir MSTA24 W/(9)10d/END,(t ON STUD (2)2x4"2 SYP ASSEMBLY(TYP 4 r HEADER 4 a SILL) BLOCKING(TYP) OVERWANGS IN EXCESS OF 16"AND UP TO 24" APPROVED tl�)ss-to-llw CONNECTORS UPll rs - THIS DOCUMENT IS AN -- T NNE -- ___.--- D- � USE 2x4 SYP IT"LOOKER At d.OV CLIP to UPLIFT(LBS) CONNECTION -----11 - --- STUD WALL BPEGIfICATION6, , 5A»t;R ISITE DSI.TOP M.WITH(2)I f5 W/IBJSd.OVi=RHANG6 INSTRUMENT O SHE1116" A.P.A.OR TECO RATED _v... 0-745 (U 148 W/(5)10d x 1-1/Z Np 1000 SEE 0 9 11/8 2x4 •1 SFS StuP6 s 16 O/C G �8 P�'dTE I6" OR LEBa USi= 2x4 6Yp OUtLOOiG>=p�At 24" m-465 lU 145 W/(4)8d/END a HT-(FT) STUD SCHEDULE Z PER CALLOUT ON �P�14/6 E STRU E S SERVICE SHEATHING ON ROOF DECK - -- ----�-••-••..-.-�._-_ STRUCTURAL WITH ad NAILS AT 4"OC,At - - PLAN HEADER PER STRUCTURAL PLAN ' (2)SPWd/6/$ PLAN)OR TRUSS I 7QRS NOT C0 BLOCK SWEACHINL EDGES o%WITH(11-{5 W/(A)ed FOR OTHERS FOR CON- ALL SUPPORTED PANEL 46'5-930 (21 145 W/(41 ad/1=Np/E4 - - - 0-I0'-I 1/8" 2x4"2$PF STUDS + 12"O/C - n SYr EXCEPT A5 h�MD, °2 9FF II WITHIM 4'OF GAI3l E TRUSS EDGES AND 8" OZ.IN FIELD. X45-10fb0 (21 W8 W/(5)10d x I-Irl"/ENp/FA _ 0-II'-I 1/8" 2x4•2 SYP STUDS a 12"0/C <(" LAYOUT IF SYS d2. $NEATHII I�j NAILED ASTEN SWEATHINCs TO FRAMING AT 3"o% STRUCTION OF PROJECT _-_.--_. _._.. -- )10d x _-_- • QNL COMER Or- INTO TOP fE ASSEMBLY 1 (6)I-1/4"GAL V-ROOFING m-Immo _-- (U WI6/HI6yS W1(_10-)_10d.x I-I/2"TO TOP PL. -- - " 2x6 02 SFF S7UD5 r 16. D/G IF BOTH 51 �RAMIW 15 GARAGE II II WEIN2ER W/fl)Raul C ON EDGES,6" o/G IN FIELD W/8d. AS TITLED BELOW. IF ROTI 4 SIDES OP• NAILS a EACH SHINGLE TO 0-1000 (1)MT512 W/(7)10d x 1-112'VEND m-T2rrr/� zz6�1- DS a 1 o/c " INFORMATION DERIVED 81'144/6/8 a 32"o/a 3 o/c ad NAIL- FROM THIS INSTRUMENT SWEATING: M TWE £VtENT THE CONCRETE +• TOP IE TO HDR II II i'URLIN BOTTOM CHORD of ALL CONTRACTOR OMITS THE COINER OF A.P.A.RATED SHEATHING TD CAN NOT BE USED FOR TRISBEB WITH 1x4 SYP �� (2)MSTA24 W/ TRUSS-TO-e CONNECTOR SEE NAIL TWROUGW APA RAtEp SWEATWING WPAHD22 EMBEDDED (13A0d/END/STRAP W EA II II GARAGE MATCH ROOF SHEATWING TRUSS SCHEDULE FOR PRE-ENGINEERED RDOF 1'Ei 'INpIGULAR TO TRtUSSEs a INTO NO.2 SYP FRAMING W/8d At 3" STRAPS, IT IS ACCEPTABLE END OF:HEADER uu0_ OTHER IUORiC8 UNLESS CDNNiwG70R 24 O/C w/(3)10d NAILS AT TRUSS OR RAFTER EAGW 181155 - UNO- O.C.At ALL EDGES AND IWO EACH PLY TO SUBSTITUTE n)M6t4a u u AUTHORIZED eY THE OF EACH DOUBLE INTERIOR PLATE, 12" SERIES FLAT STRAP PIER WALL SHEATHING SHALL BE 7/16" •SWEATWING NEED ONLY SPF STUDS O.G.ELSEWHERE, HPAWD22-FAc1=MOUNT THE AI'A RATED SHEATHING WITH ad-� 2x 62 SYP DBL .TOP PL-(SLOPED) ENGINEER WITHOUT COVER LOWER P OF TOP e ALL EXTERIOR WALL SHEATHING Ul Ul STRAP TO THE FOUNDATION NAILS AT 3"O.G.AT ALL PANEL ASSCtMLY IF: SHALL BE"1/16" APA RATED 81'144/6/8 a 32"O/c 013 FOR OTHER UPLIFT HARDWARE INFRINGEMENT OF LEGAL WOOD-Tie RODS s 4'O/C AND CONNECTIONS,SEE TYPICAL W17H EITHER(4)Irl"0 EpGES ANp 8"OG IN FIELD A 1/16"APA RATED SHEATHING WITH RIGHTS. (2)2x4 S SYP TOP fE- FU N W/ SHEATHING WITH 8d NAILS A7 D w/3x3x1/8"WASWER5. EPDXIED ALL THREADS W/ (TYP-UNDJ. SWEATWING PANELS II II NAII_£D TOGEt14ER l 8d NAILS a 6"o%ALONG ALL PANEL !2)ROWS IOd a 12" O.C.(UN DJ MIN - OG.AT ALL PANEL EDGES AND WALL SECTION AND TYPICAL 4 1/4"MIN,EMBEDMENT OR SHOULD BE ORIENTED B)TRUSS CLIPS/STRAPS EDGES AND 8"a/c IN FIELD, BLOCK D 3 IAP W/ R Od IN LAP-SPI-14/6/8 a"O.C.IN FIELD lCYP-UNAJ. HEADER FRAMING DETAIL. (16)3/16"0,c 1 3/d"tAPCON PERPINDIGULAR TO FRAMING II II ARE C o Irl"GYP ALL EDGES(CONTINUE STUDS t SHEATHING �E DESCRIPTION D 32" O/C QR WOOD•Tte RODS a 6' SHEATHING PANELS SHOULD BE O/C W/3x3x1/8" WASHERS. ORIENTED PERPINDICULAR TO Irl"0 x 4-I/1" EMBEDMENT WEDGE SIL x4'2 BY A7 DOUBLE INTERIOR ANCHORS.FASTEN STRAP TO MEMBERS,URD. FOUND t0 UNDERSIDE'OF OUTLOOKERS) FRAMING MEMBERS IF EXTERIOR ANCHORS QS EPDXIED ALL SILL(TYP) SILLS/PIATES/BLOCKING,NAIL STUDS W/(20A6d- JACKS PER PLAN II II TRUSSES/RAF7ERS SHEATHING t0 BE ORIENTED PERP- 1 THREADS a 32 o/c W/2x2xl/a" RAFTER-TO-JE C FINISH IS STUCCO,UN O. WASHERS OR WOOD•Tie RODS a FIRST PLATE TO SECOND PLATE W/ MIN 3 KING STUDS EACH TO FRAMING MEMBERS,U.RO. CEILING WEIGHT VARIES (2)ROWS i2d COMMONS AT 8 OC. SIDE OF OPENING WHEN LENGTH CONNECTOR "2 SYP PT BOTTOM P w/ 4"c/c.WOOD-Tie RODS r •- HPAWD22 W/(23A6d TO USING 2x6 FRAMING,5 KING PURL.IIN BOTTOM CHORD OF F11­14/6/8 a 3 0/G Q$ INTERIOR SHEARWALLS App SIDE PANEL HEIGHT t0 ALL TIRUSS�S WITH 1x4 SYP 3 WOOD•Tte RODS a 6' o/c- EITHER 24"o/c SHOT PINS Q$trod STUD ASSMESLY(2) STUDS EACH BIDE WHEN II -�- -------- � � WIDTH REQUIREMENTS (2)W5'S OR Wa'5 OR 1/2"0x1"EMBED A.B,w/2"x2"A/8"WASH CASE HARD NAILS a W'o/c. PER SIDE OF OPENING lJBfNG 2x4 FRAMING UN O_ i'ERPfINpICI1LAR TO ANG BOLT(S) h ert) MIN.w WOOD-Tie ROD „ 7'-14' - ---- - ---- At 32"o%QR 1/1"0 WOOD•Tle RODS a TRUSSES a 24 o/G w/(3) 1 2'1" JACK/8TUD8) IOd NAILS AT EACH TRUSS - II II M5CA24 W/(9)Ilad - (i)WI6 MTSI2 PER TAIL PINS PERTYP. SECTION. (2"MAX.FROM b II MSTA24ND 1 Elo SIDE OF 12 6' O/G W/EITHER SHOT PINS a 24" O/C "1 SYP Pr BOTTOM fE NAILS/E UNZ. 6' I'-8 Irl" II N EA-STUD ABOVE ] 14' SEE PLAN DR 16d CASE HARDS + 18" O/G. 5' I'-5" •�.gL1D22 NPI REQ' d" SLAB W/8"x8"THICK- II II JACKS 1' AND SHORTER MAY r`+ s IS CONDI.EDGE UNDER DOOR N N USE (4)10d IN LIEU OF �� _ 33 �• � 4' I'-2 Irl" HEADER t JAGKa To TRUSS-TO-fE CONNECTION ►f ---� • -"1 WALL,I..EwITH 7 aa' It II HEADER (SEE DEi•AIL 6/6T2) FINISH N N /. •.: • FINIS GRADE •TYPICAL WALL 11 N q e / ,.a '• a 1.9 Bill 111 GRADE - I CONNECTIONS: if'- JL1�IL P 6 x 6 - WIA x WIA WJJF a •ALL CONCRETE MINIMUM -------- �1 to 14': 2x6 SPTU FINISH 1 •�• � OR FIBFRI"1ESH - ---____-- PEAK- To II': 2x4 STUDS GRADE a>! •��ti%•. 2500 PSI GOMPRE551VE - TO-STUD, WATERPROOF BARRIER 57RENGTH a 25 DAYS.- � - ' TO-STUD,SHOE. TO 16': 2x6 SYP62 STUP-To• < � FOOTING TO BEAR ON UNDISTURBED SOIL W7T22 W/5/8"0 ALL '- - - - SHOE-TO-FOUNDATION fE I6': 2x8 SYP"1 FOOTING(SEE TYPICAL WALL SECTION) - T NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BDLT,IF USED,WITHIN 8"OF THREAD(5 Irl" BEARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS IN SEARING WALLS- SEE TYPICAL CONCRETE SECTIONS FOR EMBEDMENT)(TYP) - REIi+�ORGING AND DIME=NSIONING OF POD71NG5- D 1-I 1111Q-Q24,Tie ANCHOR) RQ� P sTl T1'1='iC,4L l.U/4LL SECTION sTl ' Ste- Si='EC1,4 SHE ALL PETAi sTl TYPICAL C Cx 00 O ENING TAI sTl GABLE END BALLOON FRAMING DETAIL I/211 = 11401! I/2" 1'-0° I/2" = I'-0" Builders •SWI t (2 )WEAR WALLS REQUIRE P1 MIN 48"OVECES OR(2) w1 BYE!OUT F i rStS O u rG V W/MIN. 'a W.1(1x3"NAILS a COP PLATE SPLICES OR(2) OVERHANGS 16" •2d"o/G UJ/(U 145 a ACW MSTA2d'e W/[9)Imd/ENp,CENTERED ON EACH SPLICE. �C E of Jacksonville APF'tZOvEp tRUSb-TO-P_CONNECTORS STUD WALL SPECIFICATIONS UPLIFT(LB5) CONNECTION ...••._ - --- ----- ---- -._ HEADER PER STRUCTURAL K L OUTLOOKER TO TOP CHORD OF GABLE TRU UPLIFTS ] --_ 1000 SEE 1@ HT-(FT) STUD SCHEDULE PLAN OR TRUSS LAYOUT " •OVERPANGS 16 ?24 a Wo o/c W/(2)W5 a EAC ® JTI JTi BLOCK SHEATWING-s EDGES DUTLOOKER TO TOP CHORD OF GABLE TRUSS 0-465 (U 145 U)%'r4)Sd/END -------- �- -- ---.-..._.-_- ---------._.-..-- STRUCTURAL 0-9'-1.1/8" - 2x4'"1 SPF 6TUDS a 161,O/C NAIL THROUGH APA OR TECO RATED SHEATHING WITHIN 4'OF GABLIE TR1J55 m-145 (I)•µ8 U)/(5J 10d x I-Irl"/END - - ' a 1 FASTEN SWEATHNG t0 FRAMING I - PLAN- 0-10 I I/8" 2x4•2.5PF STUDS a l2"O/C 465-930 (2)145 W/(4)Sd/ENp/FA. - - -.----- CJ"�# INTO NO.2 BPF FRAMING PER SWEAR ,. 2x4 02 SYP STUDS a 12" O/C WALL TABLE• (2XISTA24 W/(9AOd/END A7 3"/6"O.C.W/ad NAILS- I 145-1000 (2)Wa W/(5)12rd x 1-Irl"/END/EA 0-Ir-I I/8" __2x6 02 BPF STUDS r 16"O/G APA DR TECO RATED SHEATHING FASTENED TO BWl T-UP OR BOXED COLUMN MAY - - -n�- -- 0 ��-T1/S 2x6�2 SPF STUDS ® 16 D%C [BLOCK PANEL £ S) CENTER STRAP i+ JOINT , ] 0-1000 !1)WI 51WIGS 1)10d Imd x 1-Irl TO �'L .. FRAMING PER SHEAR WALL tABLt= ad Corn TON . FROM CEN ON BEAM a JOINT _._.._ TO POST l/l6"APA 0-10001 TECOIRATEDW/(iJ 10d x 1-1/2"/END SWEAR"LNG tD TYP.WALL SECTION ADDITION t use s IS PIES�}xd OR 6x6_ 5WEATHING ON ROOF DECK PtURLIN BOTTOM (IACD DOWN! ENDS IN ADDITION I 11 SPF 2x4 (4).131x3- E D$END APA OR TFGO RACED __ __ WITW 8d NAILS At 4"O.G.AT CHORD OF ALL " BUILT Up COLUMN ILD bx4 NAILS a H SWEATWING TO MATCH SPACING USED LIEU ROD MAY BE ROOF SHEATHING zz ALL SUPPORTED PANEL TRUSSES WITH 1X4 USED IN LIEU OF SPECIFIED HOLD- OUTLOOK 70 701'IF. 6550 F(OOSBVeIl Blvd. EDGES AND 8"Q.C. IN FIELD. SYP DOUBLE STUDS a EACH END Pr 02 SYP 4x4 POST USEp y Jacksonville, FL 32244 (6)1-1/4"GALV.ROOFINGS PR'S-)=NGINEFREt7 PERPINDICULAR OF SWEAR WALL pOUNlBI r SW t SW2 WALLS. -COLUMNS GREATER BUILT-UP 5 I "2 SYP OO1 5 I •2 SPF 2x6 GABLE TOP CHORD TRU58 DR RAFTER EDGE FIELD I-STORY 2-STORY BUILT-UP COLUMN IL.O 6x6 NAILS a EACH SWINDLE TO 70 TRuss>=5 +•24" THAN 10' QS tI408E � 2x L-BRACE ON GABLE VERTICALS AS Tel 9D4.'772-fi100 SWEATI D/C w/(3)10d I WALLS 2 15'LONG:NONE l�bt6 SUPPORTING E SPECIFIED BY tR1J88 MANIIF.(MIN.2x4 02 6W 6 a Fax 904.317-2835 NAILS AT EACH REQ'Dt WALLS [15' LONG. TRAP ENGINEERED WOOD a U 81=F W/6"ole.131x3 NAILS a MAX 24"o/c). •SSS _ URO- HEADER KING STUDS MAY SERVE !2)5P44/6/5 W/1/110 x PRODUCT: USE PT •2 p AS IDOL STUDS AT THE ENDS of 4-1/2"EMBED EPDXIED SYP 6x6 POST. (UND, GABLE TRUSS (2J 2 SYP TOP fE. FASTEN W/(2) 6WEARWALLS ALL THREAD 1 3x3x1/S" ON STRUCTURAL PIAN) ROWS loci 12"o/c(UN-OJ MIN-24" IA SPWd/6/8 a 32"0%Og WASHER WITHIN 3"OF - TRUSS-TO-fe CONNECTOR SEE W/(12)10d IN LAP. WOOD-Tie RDDS W/ (2)•2 SPF 2x4 a EA CORNER TRUSS SCHEDULE FOR " STUDS/SPWd/6/8. N CLIP END OF LATERAL BRACE TO GABLE 3"x3'xl/8' WASHER s 4 a/c I.L.O.4x4 POST.(3I+l SPF 2xd -B INC 7 MI T CONNECTOR 2x4'8 a CORNERS DIRECTLY A POINT OF GA13 E „X„ 50TTOM CHORD WITH(2)H5 CLIPS. !IA-ITT22 W/5/8"0 x 5-Irl" 3>rbl6 " SWI 3 8 EMBED EPDXIED ALL POST TO BLAB CONNECTION BENEATH BEAM WHEN 6x6 15 m 5 CES INWA IRS' t A H EA RAFTER-TO-113 CO TORS SPW4/6/8 a 32 0/4 Sf STUDS STUDS PER PLAN TRAM WITH ABU44 OR AE"6 W/ REQ'D• GABLE:BOTTOM CHORD TO TOP iE W/MSTA16 �- OR WOOD•Tie THREAD. JACENT TrdJS W/(3)-131x3" STRAP W/(1)lod/END o 48"o/c OR-131x3" TOE 02)16d � 1/2"0x4 1/4" EMBED HTTI6 1 5/8"OX5-1/1" m "X" GIN SPACING: LENGTH CONNECTOR RADS W/3"x3"x1/8 (2)SPW4/6/8 W/1/1"0 x 4-i/4' EPDXIED ALL THRI=AAD 1 NAILS TO TOP IE a 3"o/c-STA/aCxERED AS REQ'p- WASW<"R a 6"o/c 8111.1 3 8 27GSIb " 2R FME3££D EPDXIED L+ C 4/12 PIT 8'o/e EMBED EPDXIED ALL (1)HTTI6 t 5/8"0 x 5-1/1 ALL TOREAD r 02 5YP LEDGER FolSTEN I=D '1/16"A.P.A.OR TECO RATED SHEATHING W/8d NAILS - D-7 (U W5)a8,Ht6,O-g MTSIZ THREAD W/3x3xl/a" TRAPS EMBED EPDXIED ALL -- --- - EACH TO 16"o/c STUDS w/-131x3" n 4/12 2 '1/12 I CH - 6'o/G r 6"O.C.ALONG ALL PANEL EDGES AND a"O.G- IN 11� !2R 7 T/12 PITC, d'o% Ir !21 W5'S OR 148'6 O$ -- s WASHER • THREAD. ALTERNATIVE AS GUN NAILS a EA STUD % FIELD- BLOCK ALL EDGES!CONTINUE SHEATHING 1'-14' --- - -- 9TR4PPINC:,fE �_- BF10tLN ON (TRUSS-TO-LEDGER TO MIDPOINT OF GABLE BOTTOM CW0RD1 GOWECTORS,CLIPS, NOTES` I STRUG'TURAL PLAN. Ct01•AIECTOR SPECIFIED (U WI6 Off'M7S12 U 5/16" HARDI-PANEL IS PERMITTED A8 SUBSTITUTION � _ APA.A TI=Go RATED EXTERIOR SHEATHING OVER SPF Ak3'5 AAN2/o WOOD'Tie FOR RATED SHEATHING ON EXTERIOR �_ BY TRU55 ENGINEER) II II II LU ] 14' SEE PLAN STUDS-ALL EXTERIOR WALL SHEATHING SHALL RODS ARE NOT REQID WALLS ONLY IF NOTED DN THE 87RUCTURAL PLAN ° \ \ \ \• �/�\ \ I IF FIRST oUTLOOKER IS MORE J JL JACKS T AND SHORTER MAY BE 1/16 APA RATED SWEAtWING WITW ad NAILS Y)` BEAM ABOVE i USE (4)I0d IN LIEU OF AT 6" O.C.AT ALL PANEL EDGES AND 8"O-C. IN 0 INTERIOR BEARINCx \ \ \\ \\ \ I 1A2x4"2 SYP LATERAL BRACE-(3)-131x3" FIELD ltYP-UN OJ SHEATHING PANELS SHOULD WALLS SUPPORTING 2) OPENINGS$ IN SHEAR WALL SEGMENTS PERMITTED ONLY 1/16" APA OR NAILS THROUGH 13RACE INTO EACH THAN 32",FROM FASCIA,USE TRU88-t0-1E CONNECTION \ (2)•2x4'5 a FIRST OUTLO R ONLY BE ORIENTED PERPINDICULAR TO FRAMING oN�Y FLOOR LOADS_ LHOLD moms IF SHouN ON THE FRAMING PLAN REFER TO DETAIL \ \ \ I TECO RATED LEDGER t GONNETION SCNEeUL9(PER TRt158) tI41155 BOTTOM CI IOaJ- EXTEND PER TABLE PATI \ SHEATHING W/ BRACE TO FM"W INTERIOR TRJSS- $TUp WALLS WITH BRICK VENEER--� MEMBERS IF EXTERIOR FINISH IS STUCCO,UN.O. FOOTING(SEE TYPICAL WALL SECTION) \ FOOTINGS[SEE FOUNDATION' 6"/12"0%8d RV•0-776-.3x6 w/(9)NAILS *+EACH STUD. ti C) OPTION: SECURE BRICK VENEER PLAN FOR SIZE) RV"111-1241--2x8 w/(8)NAILS a EACH STUD. MAX ¢ 3)HTr22 SPECIFIED FOR SWI MAY BE suesTiTuTED WITH NAILING- 4 SIDES • C 4/12 PITCH - 8'a/c MSTA15 STRAP a .• TO WOOD FRAME w/ TAL 4 TIES a N SYP12"olBOTTOM fE 6 G2)ROWS OF 10d HPAWD22 W/l23A6d RV 1242-1062_2A2 w/(12)NAILS r EACH STUD, 4/12 [7/12 PITCH- 6'o% 4a"c%QR.131x3" 16"n/�HORIZONtAIVtRTICAL NAILS I2'o%.67AGGEt�ED. TY' . PO CH POST 4 ,ALT. BOXED R ]7/12 PITCH+ - 4'o/c - TOE NAILS E 5HEA WAL A55 i~i Y TAI EAM FRAMING TAI COLUMN DETAIL TRUSS LEDGER DETAIL STI GABLE END BRACING DETAIL NAIL SPEATHING TO BOTTOM 1£ 6/6To c 1od NAILS t GLUT=WOOD - ST1 1/211 I'-0" 1/2"y I'-ID° i/2"a i'-tan lug IIwIDn 1/2n 11_0u LU AND BAND BOARD PER REQ'p W/LIQUID NAIL OR EQUAL. SWEAR WALL EDGE NAILING. (2)-131x3" NAII_5/fOE-NAILS FROM 781155 TOP CHORD Ii STRAP ACRO55 JOINTS IN USE 4a" STRAPS Il D NAILER TO HDR OR JACK STUD. �1 BAND BOARD W/ I L / A24END SPECIFIED 40"STRAPS HORIZONTAL 2x4 6f •2 WOOD•TIE ROD FROM ABOVE, �� - -• W/(9)Imd NAILS/END IF LOOR DEPTW iE 16" SECURED TO BEAM VIA HTTI6 W/ NAIL SWEATWINrx t0 TOP 1E (NOT REQ'D WHEN USING HEADER PER BLOCKING STUN TR158 (ISA6d NAILS,MIN a �= 13FAM SECURED VIA WOc7p•71E ROD t PER REOt'p SHEAR WALL WOOD-TIE IaOpS7 PLAN URAL- II f4AD- KING GONt 2xd!MAYBE OMITTED IF(1)MSTAI8 IS USED CENT!" R RDD tWROl W/ /:iii.. (1)HTTI6 W/(W16d (MAY BE ROTATED Iy�l►y �y PLAN FROM BLOCK-To BLOCK ACROSS EA-TRUSS) ! -%j EDGE NAILING STUD-To-WI=APER /� GENTIERI,INFOF SEAM W/ i EACH END AND 1=Cj� 3x301/b"WASHER t NUT. . � ISm"t0 CONGEAL FLANGE) ATTACH 2ND FLOOR LLI SCUDS t0 FLOOR TRU55 OR I-JOISTS I EACH PLY- IST FLOOR STUDS OR FLOOR / •! ,L UPPER FLOOR STUDS TO LOWER / 10d r b"o/c FROM f '.f:;-. _ •. BEAM W/40"LENGTH(48" IF FLOOR STUDS OR LOWER FLOOR TRUSS-TO-IE AND APA OR TECO RATED CONT-2x4 TO 2x4 FLOOR DEPTH fp 16")OF C51 C2)•2 8YP TOP fE. BEAM WITH 40"LENGTH OF CSI6 fE-TO-5TUD CONNECTOR SHEATHING W/(1)ROW OF BLOCKING fir'''��" STRAPS a 32"O/C W/(il)10 FASTEN W/(2)ROWS 10d STRAPPING w/(IIAOd/END- SCHEDULE FOR SPACING ATTACH FIN OF WIND 8d NAILS 3"O.C.AT TOP HORIZONTAL 2x4 SF`F 02 d/END (CENTERED ON FLOOR SPF STUDS I2"o%W/MIN-(12)10d IN CENTERED old FLOOR SYSTEM TO HDR /NAILER CONNECTOR(SHEET STI) (INTO fE'S)AND BOTTOM �� BLOCKING STUN TRUSS / _ ��' SYSTEM)OR USE WOOD•TIe LAP(UN-O-)MIN.24" LAP QS WDDp•Tla RODS 4 4'c/o (INTO RED W U NO SPW'S 2x4 "2 SPF NAILER II REQUIRED W/UPIIF7B UP ROOF SHEATHING �I RODS a L S). (4'0/C a TO 1000•/rRUSS. IF TRUSS 5 WOOD BEAT 1 INTERIOR WALLS) CONTINUE SPF STUDS All JAGUC9 TO HEADER, JACK AND KING STUDS, II UPLIFTS EXCEED 1000! QUANTITY/SIZE/GRADE/5PECIES APA OR TECO RATED MSTAI8 UU/(bAOd IN Ql1ANTITY PER CALLOUT OF STUD COLUMN SPECIFICATION SWEATHIWJ OVER SPF STUDS HEADER,(6A0d IN JACK. ON STRUCTURAL PLAN. EAGW TRUSS MUST BE STi /�•�'��-•� CONNECTED TO THE CONTINUOUS 2x4 SPF n W/!31 WOOD s T i E BEAM CONNECTION ALTERNATIVES � ON STRUCTURAL SWEET!SI OR 01 SYP PT BOTTOM f>?w/SPW4/6/8 a Irl"0 x d-1/2"EMl'aEDM1=117 WEDGE II HEADER SEE SI .Y '- -131x3"NAILS TO EACW TRUSS 82)THROUGH FLOOR SYSTEM TO 32"a/c OR WOOD•Tle RODS o 6'o%• ANCHORS QS EPDXIED ALL ENGINEERING SWEET. - - - -- -- - - VERTI a 6"o%-131x3" FOUNDATION AND ADD (1)CSi6 THREADS a 32"n/c W/2x2x1/8" E11 WINDOW II TRUSS TOP CWORp /^ r NAILS TO INtERf tEpIATE PER PLY ACROSS FLOOR WASHERS OR WOOD•Tie RODE a OPTION FASTEN ADJACENT BLOCKING_ADD(1)MSTAI8 SYSTEM(OR U1OFOUNDOD,Tte RODS „ 4"o/c-WOOD•Tle RODS a FASTEN ADJACENT KINGS KINGS AND JACKS W/(2) STRAP W/(1)10d/ENC] a EA O CONT-TO Fo1.A�pA71DN). Irl"0x1"EMBED Ate.wrl x2'xl/8" II !3J ROWS OF imd NAILS a WASHER AT 32"0/0 OR Irl"0 WODD•Tie INTERIOR-SWEARWALLS ADD AND JACKS W/CZ)RAU1S� ROWS OF 10d a 8"O G- WEEL/END VERTICAL SPLICE(CONT,2x4 MAYBE _ � a- 8" OG.,STACy[:FRED AS RODS 6'o/c tU/SHOT PINS a 24'O/G QS T !U ROW T Imd NAILS s � EiTHER 2d"o/C SHOT PINS 16d OF iDd a 8 oc- OF TRUSS �C " " I OR 16d CASE WARDS a IS"o%. CASE HARP NAILS a 18"o/c- U1ooD•tIE ROD ADJACENT ■ OMITTED IF(U MSTAI8 15 USED �`+ t• � 4 O.C.STAGGERED,1 r`+ . • SHOUN,EA PLY. FROM BLEATRU BLOCK T „ V! 70 KING STUDS EACH SIDE , � ACROSS EA TRUSS) � (I)ROUI OF Imd NAILS a 6"D.C. • I/4 OFF �OF 2xb- • � II OF OPENING 2t 6'-0" STI STAGGERED,WITHIN 3/4"of q All JACKS TO BOTTOM OPENING$GREATER THAN A.PA OR TECO RATED CENTERLINE OF 2x4 1 Fa/8 • • ,,r s! " ' • + SHEATHING Ul/6"/8"O/c 8d"L.6 • • - 99 Yom/ /' ••: ° E. 8141'4/6/8 MR JACK 6'USE Ir!"0 OR 3/8"0 u r - BLOCK ALL PANEL EDGES. 2 1/2 FINISH , + ANCHORS AT 48" O.C.OR - GRADE ( a 6 x 6 - Wl.d x WL4 UALF �° 1/4"0 TAPCONB A7 32" OC. • 1 OR FIBERMESW1.0 II • WATERPROOF p0l1sIE TOP fe OF WALL + 1 1/2" - BARRIER ALL GONCREti MINIMUM TRUSS-TO-e COrAIEGtOR J 2500 PSI COMPRESSIVE SEE TRUSS SCHEDULE FOR • STRENGTH r 28 DAYS.- TYP ING(SEE TYPE(DTL A t B/STI) • " DRAWN 1'ES FOOTING t0 SEAR ON UNDISTURBED SOIL �y +� DETAILS) Iw =*29F* OR SYP fx� 2u 1 �a/8" CHECKED L,AP NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING, INSTALL ANCHOR BOLTS STUDS/SWEAR WALL � 11/2 (IF USED)WITHIN 8" of BEARING WALL ENDS AND WITHIN 8"OF DOOR oPENMGb IN BEARING WALLS. SEE TYPICAL CONGRET{= SECTIONS FOR REINFORCING AND DIMENSIONINCs OF FOOTINGS_ BUILT-UP COLUMN SCALE 3/fro � E °3 SPF OR SYP x4 PLATE HCsTS. UP TO 16'-1 1/a" � SPF OR symxa 1'1 BRACING OF TRUSS HEELS 5UILT-UP COLUMN BUILT-UP COLUMN DATE 5/15/02 5T1 MULTI-STORY TYPICAL. WALL SECTION STI TYPICAL OPENING F MING TAI - U.N.O. STl COVET' i�" TALL) AT SHEA I.U,AL 5 PLATE HGTS- UP 'TO12'-1 1/8" �ast�N�WALTILI S�'HE.Fat�"AMIINGG 1ANostWiMN ER OFMIES. PLATE HATS_ UP TO zm -7" I/2" = I'-0" 1/211 �, 1�_mtl ice„ 12"O/C OR GYPSUM-TO-POST W/MIN 5d'a a d" o/c JOB NO. STANDARD ir_0n •TYPICAL CONVI=CTION{S . STUD MULTIPLE LY" POST CONNECTIONS SQFTDETAILS COLUMNS,JACK-TO-KIMIGs STUD ASSEMBLI=S�GORNER I Post.I=TC. (U WOOD ROD ADJACENT 70 STUD POST IF PORCH BEAM IS TOP PLATE MAY BE V2" = i'-�" NOTCHED TO ALLOW PORCH CONVENTIONAL LAGW SIDE OF POST PORCH BEAM ID•TIE ROD BEAM TO BE LET iN TO ROOF SHEATHINGADJACENT WALL PROVIDED TWAT(1) A •, SUPPORTED EDGE ENGINEERED LUMBER(LSL,LVL,PSL,ETC) 2x4 01 SPF POST 15 ADDED � NAILING PER PLAN TO EAGW SIDE OF PORCH DETAIL 70 53=PoLILO1IED At ALL The WOOD"'TieAnchoring RociSyslem consist ofvertically oriented 1/i"diameter,A307 threaded steel rods � � SEE TRUSS ENGINEERING FOR MAX BEAM CO SUPPORT TOP fl__ LOCATIONS WHERE EXTERIOR WALL secured to the foundation via an embedment ofnot less than 6"into 2,500psi concrete with an edge distance (� � �• _� NO,2 SYP 2x COW,TO TRUSS t o%SPACING OF BRACING-SEE PORCH SEAM MAY BE NOTGW>=p IN ADDITION (1)WOOD-Tie �S BETWEEN t0 IP4RQLLEL tR1J58E8. of 2"(3"when 1x6 framing is used)and secured with Simpson Af Ac tic-Tie tw ad epoxy,or other � t••�� '. `, x H.IU3. 91 FOR ADDITIONAL TRUSS ry o 1' 1l 1/4•" MAX TOP PLATE W/-131x3° -MATCH AROIAUD TDP PLATE PROVIDED ROD bNOIJLp BE INSTALLED two-part epoxy with equal or higher allowable tension loads for the identical application two-part epoxy.rhe � tw_ •. ` BRACING INFORMATION ROOFAr-LOOR rods,a single,continuous rod or Tod segments coupled together,culminate directly above the top plate with a w W BOTTOM CWDRD OF TRUSS EDGE NAILING SPACING OFZT THE TOTAL DEPTH OF THE SEAM IS Tp EACH SIDE OF PORCH �ggs�S if 00.(UP TOA 2X12) 3"x3"x,¢"or thicker steel washer,fender washer and nut where it secures the plates against vertical movement. - : 514)=ARWALL SHEATHING �9-1/4"UNLESS NOTED ON THE SEAM AND(U MSTA,24 t • '>Pf (EITHER 6"o/c OR 3"o/e)- STRUCTURAL SWEET 81. SHOULD BE ATTACHED TO The nut should be tightened about%to%mm past finger-tight. At exterior walls,one WOOD+Tie rod should4'., (1)SIDE OF EACH TOP IE be installed at each comer oat-on the side of the post with the overlapping SHEATH TRUSS CLOSEST TO 1x4 SYP CONT BRACING p p pp' g upper-most top plate-at each �y t ��'j1"j� �t Og CENTERED ON THE JOINT. * �j x INTERIOR WALL W/1/16"AP.A,0R w/(2)10d TO EA TRUSS, 2X4.rl gPF side of each opening and at not more than six feet on center there after- At interior walls,one WOOD I'ie rod �„� p �J. TECO RATED SHEATHING W/tad a 3"� DO NOT SPLICE - OVERLAP LEDGER w/ should be installed at each comer post-on the side ofthe post with the overlapping upper-most top plata-at ' •.• � ' JOINTS MIN(2)7RUSSE5 !4).131 X 3" each side of each opening and at not more than four feet on center thereafter. Additional) if no other OJ~.At ALL EDGES AND 12"O.C. IN P 8 y,� THE FIELD - BLOCK ALL EDGES NAIL P05T TO TO EACH hold-down is present,a IYOOD*Tie rod should be placed at each end of each shear-wall segment if the end of VINYL SOFFIT- (MATCH NAIL PATTERN SPECIFIED LPORCH HEADER INTERSECTING the augment does not coincide with a comer or opening. For two-story walls,walls over 11'lilgh,or certain FOR SHTN'G a SW BELOW). SWI AND 2x4•2 SYP TOP fe W/(U ROW OF TRUSS other applications when a single,continuous threaded rod can't be used a coupler should be used to join two 31112 WALLS ONLY. 3/5"APA PORCW SEAM, .131x3"NAILS a 2" OBER - u ormom pieces ofrod together to create a continuos path from top plate to foundation.The coupler should be EDGE OF 2x NEED NOT BE SWTN'G w/b" SEE O/C. USE WHEN NAILS low-carbon steel with a cross-sectional area ofnot less than.20 square inches,ideally 1r/."long X 11/16". FLUSH W/EDGE OF TOP P. FASTEN SOFFIT 1TO � o% 6d STid1CTURAL BOTTOM 2x FASCIA ORixd NAILER w/(2)Imd ;I-- FASCIA Each rod should be threaded not less than''/t"into the coupler and the two rods should make contact at ornear r EA 190 O/G STUD OR 8d TO 1x4 SWEET SI FOR CHORDS ON EACH the middle of the coupler and be lightened so as to vent the movement of the coupler or either threaded rod. SHEET MTF FASCIA tH1�11,_1z (o" 1 1AR 16 NAILER t 2x MINIMUM SIRE- DIFFERENT TRUSS OR P B L p SOFFIT t0 2x FASTEN CHANNEL TO FRAPIING, FASCIA BEE DETAIL '4/B FOR STUD HEIGHTS ON LEDGER At exterior walls,APA or TECO rated sheathing,or 5/16"Flanli-Panel should W applied to one side ofthe w/ SIDING OR MASONARY VENEER w/ SIZE/SPACING REQUIREMENTS. OPPOSITE TO wall.An additional row offid nails(6d with Hardi-Panel)should be placed at 6"o/c into the top plate APPV'D NET O_H APPv'D FASTENERS MAX a 6" o/c ET O.H. SIDES OF BLOCKING- assembly in addition to any other nailing specified for securing the sheathing to the frame. SWEARIllALL (SHEATHING t FASTENERS a AT 1`01'C -0 NOT SPLCFICALLY lPMCFIEp UTH A McnE WALL, At exterior wall applications where the WOOD"'TieAnchoringRods are used to resist roof uplifts and MAX 6 old. To•e►r4TW PCRCH CLILNCr,•but eerrrlraloue MRActr� OVERHANG DETAIL FOR (3).131x3" overturning moments,additional intermediate shear connectors are required to resist lateral wind loading CONNECTORS PER PLAN MAY ENE UW0 IN CCrUNi:VlCN IIM 4 FJ A vl YM TOENAILS a (perpendicular to the wall)and distribute shear-wall loads(parallel to the wall}.Thu intermediate shear STI CEILNG o 11.4TEf=I t2B TED FOR HL-AF 6T•PBtM " STUD POST - I l 2x4•2 8PF POST connectors may be either/: diameter X 4/4 embedment threaded/epoxied rods located at or near third-points cetLttlG tsoAr�,�][m t4ATED FOR Tt•�AP1'LICApt.k EACH � �• 1 " OV(=RHAN-s DETAILFOR DFAW4 PRESGWWS FOR T149 BPECFtc APP6ICATICR TLW PER PLY OF PORCH 2x BEAM FOR 2x4"2 SPF BLOCKING 70 between IYOOD*TreAnchoring Rods,but in no case more than 36"from any two anchor,or''/s"diameter X O F bot CCWN1CUB t3RACIrY" [.EEQ 12•ola O T (ATTAGFf;{.7 To t<.tea t NTe1xBCGTtrk3 Trdleb ori 2x S LOCKING a TOP PLATE 13'•"embedment TapCon anchors or.163"(or larger)diameter X IVs*embedment power-actuated fasteners, PLOCKINIG u✓(2)lad NAILS4 A4D MST Be Ar MD To CONVENTIONAL LUMOER. 2ply 2x4 24 O/C. OF EXTERIOR TrrE BOl roFt a1'TIM eOtToh1 C44 R .ErT«R MATERIAL •2 BPF POST PER PLY OF PORCH WALL. located at or near quarter-points between WOOD*Tie Anchoring Rods,but in no case more than 24"from any rues x ATTAer�p TO Tut:1210/o but'•A6 PEtffiCM=0 BEAM FOR ENGINEERED LUMBER, two anchor combinations or 16d case hard nails at not more than 12"o/c. N 110 N6TALLATICN MTrblG h"Aft=ATED wrtu EXTERIOR THE 6PECFIC MATMAL At each side of the shoe plate joint,any one of the four intermediate shear connectors outlined in the WALL / preceding paragraph may be used to secure the plate and prevent horizontal movement.The shoe-plate joint HOTS: GONTINUOLUS WOO GINCx fastenershouldbelocatedwithin6"ofthejoint. THIS INTERIOR bl-AFAR WALL DETAIL IS INTENDED FOR USE IN AREAS WHERE- TWE SHEAR WALL RUNS PARALLEL TO THE TRUSSES, THIS 15 AN ALTERNATIVE TO The typical maximum allowable tension load for each unit is 3,000ti at interior locations exterior locations, when installed as designed. T UIhIG SHEAR WALL FRAMING Ai30Vlr THE PLATE LINE CO THE ROOF plGlc N P012C1-I �3�,A1"t TC] STUD IF THE HOUSE 18 TIED DOIIIhI USING , 1�i /►�/ CONVENTIONAL STRAPPING,REFER N TRUSS BLOCKING sTi ALTERNATE NTE_RIOI�_5HEARWAL ,, FRAMING ST1 TRUSS BRACING 4 OVERHANG ALTERNATIVES STI WALL DETAIL 7O THE BI AM CONNECTION FDR 5T1 DETAIL 1/4n � i'-0" II PORCH BEAM EAM COhUhIECTIDN I/2 11-011 3/8" 2 1'-ID" 1/2u a 1t_0u THIS DOCUMENT 15 AN OF STRUCTURAL GENERAL NOTES - ENGINEER'BT5ERVIGE FOR OTHERS FOR CON- STOP LATH AND SEE 5TI FOR VERTICAL WALL CONNECTION. 5TRUCTION OF PROJECT STUCCO CORNS AS TiTLED BELOW. CODE BEAD I" BELOW 4" GONG SLAB W/ R BARRIER WWF INFORMATION DERIVED STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. FINISHED FLO OVER 6 MIL VAPOR BARRIER OVER 2001 FLORIDA BUILDING CODE (FBC) 4" GONG SLAB W/ 6X&XI0/10 WWF SLOPE 3/4" X 12" STUCCO CORNER CLEAN, WELL COMPACTED, TREATED FILL FROM THI5 INSTRUMENT OVER , MIL VAPOR BARRIER OVER AT GARAGE DOOR BEAD I" BELOW 4" GONG SLAB W/ 6X&X10/10 WWF MAY BE USED CAN NOT BE USED FOR ASCE 1-98 CLEAN, WELL COMPACTED, TREATED FILL ExP_ JOINT --------------- 1991 NDS FINISHED FLOOR OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDG -_ _ OTHER WORKS UNLESS VARIES _ �� - - L COMPACTS TREATED FILL g RA _- I -- ( d RE A N �_._. _� OP UTI 4 (ZED F 1' T CLEAN, L D t -SLOPE G D I ,4 OR HE _--- 4" GONG SLAB W/ 6X6XI0/10 WU.F = SLOPE ---------- - - I)" REIBAR CONT, - HEADER COURSE ENGINEER WITHOUT M - -� T. - - -_ L �E ERAL� : D FILL ENT OF LEGAL • � GRADE DIMENSIONS ARE - CLEAN, WELL 1TREATER — p III INFRINGEMENT 1 MIN. v(sTANcl=s 4" I STORY i • I i I — � -'- � !� _ DIMEN510N5 ARE Rf CxHTS_ A.Design is void after two years From original date OF issue, unless updated to acceptable codes and practices at thalt time. I I`' = rte- GLEAN COMPACTED "� -- _ - .1.) �- �H��rL� .----- '`' - r r ^III I 6�� 2 STORY MIN. DISTANCES ILDo not scale. Use dimenslons From the architectural plan. NotiF9 engineer immediately iF discrepancies are Found beta<een plans. - _. ___ _ _ , --= l ._ _-I I _: - --- --- c0 • ---- - - - _ - l ! — = r r SAND FILL - RE DESCRIPTION - - . I _ - _ 1 STORY W/ 2 OR LESS COURSES, G.AII details shall be in accordance with instructions From manufacturer or designer. = FOUR STEMWALL SOLID OR USE 10"x20" FTN'G D All temporary shoring shall be the responsibility of the contractor. - I - -. (2J�4 CONT. - I-STORY III 1 161. I )w- OR (3)+4 CONT.- 2-5TORY I. _ -- MIL VAPOR BARRIER /O BRICK (TYP.VERTICAL REINFORCEMENT), 04 DOWELS ` - 15 CORNERS 4 d8"o% TWEREAFTER - BEND -� Hill i _ ALL DOWELS to TOP 4 BOTTOM,EMBED 3 -- (I)"4 CONT. - - STORr III.. _ - NG /12tl INTO SLAB A.This design has been completed in accordance with pertinent standards, recommended deslgn soil parameters, and accepted , j - .I _= 12„ -I - W/ ICK III III -- I (GROUT ALL CELLS W/MINIMUM &" INTO (REINFORCEMENT) _ engineering design procedures, and is based on the best information available at the time of Completion. The design lis Intended 1 - 1--I --I' I slor�t ��TIf�,slz t MAX_ 5TEMWALL i IEIGI-4T: (5) 4 9 g g p p 9 2 SC 70RY9 - I WiO BRICK 12"WIDE= W/(2r4 OR(2)'5 CONT. s" COURSES WALLS 7 (5) 8" I sro r FOCTIW3 SIZE to minimize differential movement resulting from the heaving OF expansive soil or settling of subsurface solls_ It must bei recognized I f I' I W/BRICK 20"WIDE(INCLUDw�LEDGE)wi(3)'4 OR(2)'5 COUR5E5 HIGH REQUIRE Win BRICK 16"xa"W/(2r4 OR(2,05 CONT. that Foundation components will undergo movement. Any subsequent owners shall be appraised of the Boll condition an(r1 advised to TURNED DOWN EDCBE 2STORY ADDITIONAL ANALYra•Ira 4 W/BRICK 20"xs"W/(3)94OR MS CONT, maintain good practices in the Future with regard to surface and subsurface drainage, Framing of partitions above Floorr slabs, and C r ��++ I' I win BRICK 16°WIVE wi 13X4 OR[2)"5 CONT. REINFORCEMENT. z 5TORY 9 v g g g p I (_ /\ I NCS �1 T E I"�O UJN W/BRICK 24"WIDE(INCLUDING LEDGE)W/(4r4 OR(3)5 W/O BRICK 20"x10"W/(3)'4 OR M05 CONT. finish work above the Floor slabs, etc. SLJ �-•t 1✓ W/BRICK 2d"xl0"w/(d)r4 OR!3)"5 CONT. Id Design has been based on a non-expansive soil with an allowable soil bearing capacity oF.$�0 pot. Active EFP- 307 pCf (level backslope). TYPICAL FOUNDATION D E TA II L 1 TYF i CAL FOUNDATION DETAIL C..Backfill adjacent to Foundation walls shall not be placed until the walls have sufficient strength and have been anchorted to the floor system above or adequately braced to prevent damage to the wall_ G Refer to the Geotechnical Engineer's report For all soil requirements for this site. E-All foundation pads shall be Farmed to proper dimensions as indicated on the drawings and centered on column or walll. SEE STI FOR VERTICAL WALL CONNECTION. P_The location OF Foundation Jogs, steps and top of wall elevations and connectlons are critical to foundation perFormarnce. These items 4" GONG SLAB W/ 6X6XI0/10 WWF 5 1/2�� are shown an the plans but may Change during the actual construction_ As a result, this design can not address proper (Foundation OVER 6 MIL VAPOR BARRIER OVER r MAX. 2 COURSES p y g h 9 p p CLEAN WELL COMPACTED, TERMITE d"OVER 9, SLAB W/ R BARRIER WWF 5 I/2" WIDE CONIC. SILL TOP AT MAIN ABOVE SLAB LEVEL. SEE 5T1 FOR VERTICAL configuration unless stated specifically on the drawings. TREATED FILL OVER 6 MIL VAPOR BARRIER OVi=R STOP LATH AND SLAB LEVEL• TOP TO GARAGE FLOOR WALL CONNECTION. Builders GLEAN,WELL COMPACTED, TR)~ATE FILL vARIESt MAX 5 1/2" (HEIGHTS EXCEEDIW* (i�'4 CONT. IN SOLID GROUTED CONCRETES _ sTUICICD ICDRNi R • cv BEAD 1" BELOW WIDTH REQ ADDITIONAL ANALY5i5) FLOCK COURSE �� VARIES ;- ----- --- : -_ --- --- FINISHED FLOO rstSource 4„ C TYPICAL SLAB A-Detall reinforcement in accordance with AGI 315-80 (Revised 1988), Detailing Manual. Minimum concrete cover For reinfmrcement "' _ - --- -�---�-� - OVER 6 MIL VAPOR BARRIER OVER .. _ y � x10/10 WWF - CLEAN, LL COMPACTED, TREATED FILL TYP. VERT. i; '_ - -- C�fJacksonvNlle shall be as follows: - -- - -', 6 MIL VAPOR BARRIER PIE _ DesignCenter,lnc. 1) Concrete cast against earth 3" I I SLOPE - 2)Formed concrete exposed to earth or weather 1-1/2" I.-- I 1-I - III ==1(I =- - GRADEIN -' nl--•-•I I•T _ 3) Interior slabs, walls 3/4° i.-_ __Hli -; �__ _,III T I ll! -!I t -I CLEAN COMPACTED I"I I I - lTI I - TrPicAL FOOTING - SEE v5T2 i=oR 6550 Roosevelt Blvd. = i --. . „ (I 14 CONT. l _ SiZE/REINFORCEMENT IL Minimum compressive design strength OF concrete used for foundations and slabs shall be 15 pale 26 days. - 8 __ 1= __ SAND FILL -�� I" III �Y - JdClcg,OnY1IIe, Florida _ —:--- all G..Reinforcing steel shall conform to ASTM A615, grade 40. I�- I 32244 D Longitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner bars sf+oll be used. Minimum lap of reinforcing shall be 40 bar diameters, but not less than 20". TYPICAL FOUNDATION = Tel SO4."Il2-6100 FL All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and (placing, curing, DOWN I I --- Fax 9043171-2835 and testing shall be done 1n accordance with the requirements and application or AGI 301-i34 (65), "Specifications For Structural Concrete". STEP DOWN IMENSIONS A .. IN. DISTANCES - - --- I I I I - waov ii NON- LOAD E3E,4I�iN� � TURNED DOWN EDGE A„Fram(ng lumber shall be as follows or better: 2 FOUND,AT ION AT GARAGE 2 FOUND,AT ION AT Cr,4 A( E 2 x Rafters/Beams/Joists "2 5YP 19q M.G. I-Joists Provided by TrusJolst, or equivalent. Engineered Beams Provided by TrusJolst, or equivalent. 4" GONG SLAB W/ 6X6XI0/10 WWF Plates i'2 5YP 195 M.G. OVER 6 MIL VAPOR BARRIER OVER GLEAN,WELL COMPACTED, TERMITE OVERLAP SLAB RECESS SLAB 3/4" FOR Studs "2 SPF 19% M.C. - Typical I ^ Unless Noted Otherwise HEADER BLOCK OR „ yp TREATED FILL 2 THRESHOLD Stud Grade SPF 19% M.G. (2x4 up to S'-1 1/8", one story residence only except partially enclosed structures) STEP DFOFZTIEF- 4 CAST DEPTH = STUD + 1 1/4" (FROM fI EL All nails shall be type 'QNwean' unless noted otherwise. Optlons to using common nails are as follows: STEP DOWN I-1/2 -'!I OUTSIDE FAGS OF BLOCK) 12d=10d=0.131"x3" Gun Nails RECESS SLAB 3/4" FOR SGO tLL VARIES " Sd=0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3. I.E.: ad s+ 6"/12"o/c becomes - 4" GONG SLAB W/ 6X6X10/10 WWF- OVER WF -- - - i - ^ T - T l r_- TT -- = OVER 6 MIL VAPOR BARRIER OVER .0999 x2 1/4 4 /8 o/c.) G.Where not otherwise shown on plans, all nallin or screwing shall be as indicated in the current Florida Building Code, A5CE 1-98, l -=1 I I -=111, _ i TYP. SLAB L COMPACTS MATED FILL I i I_„�i I I I”��- ,, _� ----- I i -- TYP_ SLAB p g g 9 -_7-- ___�-� .�r �__�_��_-- --�--- - '' =1 CLEAN, WELL D T and/or 1991 NDS -_ - - - - I _ - i-- I --------- referenced II I- I r1 I I I I-= II II II referenced above. All sheathing must be nailed Or screwed 4 adhesives SHALL NOT be used in place OF nulling. III -- C>Metal connectors to be provided b SIMPSON. Alternate connectors w/ equivalent or higher allowable loads may be cased in lieu of -- - II I I I _..., _ GLEAN COMPACTED = TYPICAL FOOTING - SEE 1/ST2 FpR -III - ---!I _ fO y q g y -- -- - ---EN III - III =. I={� PICAL FOOTING SAND FILL --(III -.. .I I I` "' S1ZE/REINFORGEMEN specified components. _ _ I I__ _ _ _ --- - 2J�'4 CONT. - I-STORY - _ SEE 1/ST2 F_All exterior wails to be sheathed with min. 1/16" 0.5.5. with ad 1@ 6, O.C. alongpanel edges, 12" o.c. in Field (S" with partially enclosed III - - I _I _- - _ -- - _ ._I I -_._ FOR SIZE/ =-.�_.: I I (2)05 OR C3�4 CONT.FOR -- _... REINFORCEMENT structures), except as noted on Structural plan. 12-STORY P_ Engineered componets (trusses, I-jolst, etc.) shall be installed per manufacturers specifications 4 cilrectlos. _- I STORY - _-_ TYPICAL FOUNDATION = -_ -