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360 Dutton Island Road West 2 4 6 A Ka 111111 1 0 111111 I'll 0 Wu W��I 'j—"LLU Jill 11 Mi C3 13 B RIGHT SIDE ELEVATION REAR ELEVATION HIP OPTION 1/4"-1'-0" HIP OPTION 1/4"-l'-O" PLAT HEICHT 'UH11111111 131:1 FIN FLR ENTRY ELEVATION LEFT SIDE ELEVATION HIP OPTION 1/4"-l'-O" HIP OPTION 1/4"-l'-O" c: LLJ > Ld z < LGH IIIIIIIIII12AULAMUMMM SICETI .313-1h -J c,j�. J.A.CRAMMONF- BM IS OW MM ON BEACHES HAE31TAT ...Neley-coble-dan ORKWAL DRAWING u BEACHES 9360 CHURCH PROJ LLJ ff NOT OW DICH ON V NO. VO TMS SMECT.AWAY REVISION BY APVO HABITAT SCALES ACCORDIMOLT Exterior Elevations (HIP OPTION —DATE I*bd V) 0910612002 11.20.18 AM 2 3 4 6 A 0 ZL/t, ASPHALT SHINGLES OVER 7/16 MIN. 12"OC FIELD W1 d NAILS ON PRE- ENGINEERED ROOF TRUSSES AT 24'OC SANIBEL 2X5 SPF FASCIA ----rEA TR TTS W/VINYL WRAP SANIBEL STRAP. YL US R VIE.T 2x4 OVER TYVEK HOUSE WRAP 2x4 SPF-2 STUDS 016" 0 N 7/16-DSB SHEATHING '--HEADER OC FIELD W 8d NAILS— HEADER—, NAILED 6"OC EDGE.12" R-13 BATT INSUL CHANNEL SET VINYL EA TRUSS DOUBLE 2X4 TOP PLATE DOUBLE 2X4 TOP PLATE SOFFIT W/CENTER VENT 08L 2x4 SYP-2 TOP PLATE VINYL SIDING OVER KING STUDS- KING STUDS-,, ROUGH OPENING ""'OUGH OPENING—, 2X4 FIT SOLE PLATE MASANCHOR BOLTS 24-OC WASHERS B JACX STUDS 300 PSIFIBERMESH CONC SLAB \---IAIII STUDS-," ON ML POLY VAPOR BARRIER 5 ON CLE AN.CO�PACTED.TERMTE FINISH FLOOR TREATED FILL FINISH GRADE SINGLE TREATED 4 SOLE PLATE P 2X4 SOLE LATE 2-41 STEEL,CONT TYPICAL DOOR FRAMING TYPICAL WINDOW FRAMING EXTERIOR WALL SECTION N.T.S. N.T.S. N.T.S. c RELIC" HEADER OF KING OF JACK ITEM MARK DESIMPrION OPENING SIZE STUDS STUDS WINDOW 30110 SH X A*Cy r Ngh-ift"AM w1rdow W z r- DBIL M z Y-3-%* 4 2 3000 SH r wfdo w r moh-simm hAv wirdow(com" y-Y4,z F Yw m as x y-A* 4 2 M50 SM Y Wide S'No-sfrg*kM wfnftv r-V4,z y-A* DaL ZX8 X y-J-X* 4 z 400 SH If wide 5'Ngh-Sfn*AM windbw 4-Y4'X 5-Y4' D&2mO z 4-A 4 2 4/12 BFOILD DOOR MM Mr I Z wk*ty ff-Crio-b1fold dMr 2'41z'z 6-9112" 2z4 z Z-4* 4 2 4 1b JOW BF X WOO tV ff-a� bffdd doW Y41Z*z 6-V/2' Zz4 IT Y-,r 4 2 0 4058 BF 4'wido Cy 6`8WO b1fold dXr r-fh's 6-9h'� 2x4 s 4-,r 4 2 SOW BF SIoirlde tv 6-4710-bVW Y41?'z 6-911j' 2z4 z Y--f 4 2 DOOR MW EX Z-r wide W 6WN90-axWtor dOW Z-17 s 6-MY DOL Zxff z Z-fi** 4 2 MM EX X-awlde ty 6'-OWgh-aderkr dow r-r z Iv- DeL zxe x y-A- 4 2 z ROOF PLAN 2" Z-r WOO IV 4r-dWgh-111WAV dCor 0 z 6- Zr4 z Z-A* 4 0 2 mm wide ty 6-8fth-IAWkr Mw 6-,Vl-* &4 z r-3%* F- D (-) Z) F U) z SGN SHEETI 3B-4 0 E —F Ow Bic"04 R J.A.ZTA—MMUN 13EACHES HABITAT \@I--.cbIe,dg0 =AL DRAWING DATE I Apri 2002 BEACHES O�t* 9360 CHURCH PROJ F NOT ONE INCH ON V vo THIS SHEET.POMST NO. NO. DATE REVISION BY APV0 HABITAT SC^1S ACCORDINGLY Exterior WallSectiona end Roof Plan 0 7� 0910612002 11.20.27 AM LL. 2 4 6 A CC r------- --------------------- bO� f D Ap. Lx 8 B L IL I L----MCL 9 Fu" 6 S z rn Ix c r-------- I I 1 1 6 1 ———————————————j I ELECTRICAL PLAN -------L----- 1/4"-V-0" WATERPROOF SWITCH -e SINGLE 0 RECESSED LIGHT SMOKE DETEC70R GROUND FAULT SWITCH =I� SWITCHED OUTLET C>-> WAIL MOUNT SPOT 2S*-0- 9 -@' DOORBELL OWMER 3: WATERPROOF > CLC.MOUNT SPOT FLOOR PHONE JACK 4-WAY SWITCH 220V OUTLET 3-WAY SWITCH CLG MOUNTED FIXTURE TELEPHONE JACK EXIT LICHT/CLC TELEVISION JACK FOUNDATION PLAN z SWITCH EXIT LICHT/WALL �0 WALL MOUNTED (D THERL40STAT 1/4--V-0" 0 = TRACK LICHT DUPLEX IIOV C:z EMERGENCY LIGHTS FLOOD LIGHT D FLOOR IIOV & EXHAUST FAN GROUND FAULT CEILING FAN FLUORESCENTS Of C]� HARD WIRE + QUADRUPLEX GN z S 0 S SHEETI M-3 J.A. CRAMMO I *h , , C" In -Aeley-cable,dan ORIGINAL DRAW*4 13EACHES HABITAT DATE I Apr12002 BEACHES 0 1�� *360 CHURCH PROJI APVD THIS SKIT.ADJUST NO. DATE REVISION BY APV13 HABITAT SCALES ACCORDINGLY Electrical and Foundation Plans 0 LL. 0910612002 112- 0--35 AM 2 3 4 5 6 47'-0" 12'-6 1 5'-2" 4'-91/4" 14'-2Y4" T T T T A J050 SH J050 SH 3068 EX 2868 EX 10. STORAGE ? 15'-0" 5'-0" 31-4"' /2.-l" 9'-61/2" ?2 31/2" 3 Y2' 4" 2' BEDROOM 3 LIVING u- u- m cc 3 - — BEDROOM 2 ROOM ca 04 A/C ko B R&S i HW 2868 U 2z 9'-6" 2'-4" S� to n T-4" -1 C? [Al 5--4 P) ER&S -1 R&S 04 3068 EX v 3 Y2 3/2"Al 31/;,Q'l 5068 BF \. 1 4" - \2868 3068 J068 BF —7 L4 8 BF V-1. T-8" T-11/2" ZF 4- 1'/2 pq -2 Z/ I I '.- / : /4/ --7 --7 1 0 31/2" < �0 -------- 1 0.. Fri c KITCHEN DINING 0 to rn to 7 ROOM 2 --- ------------- Ln c MASTER 0 -1 0 BATH 2 r-- -------------------- BEDROOM ............ 2z LO to 13ATH 1 4 2 13'-0" Z- -------------- 7� J05� SH J039 SH 20JOiOBS 5'-0" 8.-8.. 12'-10" 15'-Y z 0 47'-011 0 15 L) W FLOOR PLAN 1 12 V) z OSGN -2 0 0905023mmm SHEETI 3B am a CHE Nm ON [R CRAMMONIT BEACHES HABITAT O*r4NAL DRAWNG c C_ BEACHES 9360 CHURCH PROJ Ckf w 0�r r NO ow 94CH ON NO. APVO THS 0 --U,- , - REVISION BY AP 10 HABITAT I , Floor Plan 0_q10612002 ll..20.4.3 �Y LL- THIS DOCUMENT 15 AN INSTfRUMENT OF STRUCTURAL GENERAL NOTES ENGINEER'& SERvICE FOR OTHERS FOR CON- STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. 5TRUCTION OF PROJECT STUCCO CORNE AS TITLED BELOW. CODE 15EAD V BELO 4" CONC SLAB W/ &X&X10110 WWF 14" CONC SLAB W/ &XroXICII0 WLLF SLOPE 3/4" X 12" STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. FINISHED FLOO OVER ro MIL VAPOR BARRIER OVER INFORMATION DERIVED 2001 FLORIDA BUILDING CODE (175C) ORNER OVER ro MIL VAPOR BARRIER OVER STUCCO CORNER CLEAN, WELL COMPACTED, TREATED FILL FROM THIS INSTRUMENT CLEAN, WELL COMPACTED, TREATED FILL EXP. JOINT I AT GARAGE DOOR BEAD I" BELOW 4" CONC SLAB W1 roX&XI01I0 WWF- MAY BE USED CAN NOT BE USED FOR ASCE 1-138 FINISHED FL MIL VAPOR BARRIER OVER AS BRICK LEDG -- -------------- 15131 NDS CLEAN, W�Ll_ COMPACTED, TREATED FILL OTHER WOR<5 UNLE55 VARIES OOR­\ F OVER ro SLOPE GRA -40RIZED BY THE .7 ----;.� I AUTI 4 CONC SLAB W1(oXro)(10110 W SLOPE:- L-----------4 (1)#4 REBAR CONT. 10 HEADER COURSE ENGINEEfR WITHOUT OVER ro MIL VAPOR BARRIER OVER DIMENSIONS ARE INFRINGEMENT OF LEGAL GENEK)AL I I Rd I I I CLEAN, WELL COMPACTED, TRE,61TED FILL MIN, C d practices at that time. I STORY A,De5ign 15 void after two years from original date or issue, unless updated to acceptable codes an I I ffffl I I IEEE I DIMENSIONS ARE] C14 CLEAN COMPACTED [MIN. DISTANCES I E-E 2 STORY 115-Do not scale. Use dimensions From the architectural plan. Notify engineer immediately if discrepancies are Found between plans. SAND FILL FRr=\/ DESC:fRIF`TION C,All details shall be in accordance with instructions From manufacturer or designer. L I STORY W/ 2 OR LESS COURSES, I I I N-Ed I 101 1 M-1 I I 1--- 2)04 CONT. - I-STORY I E_EE E-1 I I I MI ;Ez I� FOUR STEMWALL SOLID OR USE ION20" FTN'G 0_All temporary shoring shall be the responsibility of the contractor. (2)S OR (3,04 CONT, 2-STORY IL VAPOR BARRIER -W/O BRICK (TYP. VERTICAL REINFORCEMENTA "4 DOWELS 2 CORNERS 4 46"ola THEREAFTER - BEND FOUNDATION6 ALL DOWELS e TOP 4 BOTTOM,EMBED TI 4�T RY 1111 BRICK (1 4 CO INIMUM (o" INTO FOOTING /12" INTO SLAB A,This design has been completed in accordance with pertinent standards, recommended clesign soil parameters, and accepted 2011 12 1 STORY FOOTING SIZE MAX. STEMWALL HEIGHT: (5) GROUT ALL CELLS W1 REINFORCEMENT) engineering design procedures, and is based on the best Information available at the time or completion. The design Is intended '�2 STORY" (5) 4 W10 BRICK 12"WIDE W1(2,*4 CONT. COURSES WALLS > (5) 8" 1 STORY FOOTING 51ZE to minimize differential movement resulting From the heaving of expansive soil or settling of subsurface soils. It must be recognized W1 BRICK 20"WIDE (INCLUDING LEDGE)W1(3,*4 COURSES WIGP REQUIRE �TO BRICK 16--XS"W1 M-4 CONT. that Foundation components will undergo movement. Any subsequent owners shall ic)e appralsed or the soil condition and advised to TURNED DOWN El--)GE 2 STO ADDITIONALANALY515 4 W/BRICK 20"x8"W/(3)*4 OR(2,M5 CONT. maintain good practices in the future with r-eeard to surface and subsurface drainage, Framing or partitions above Floor slabs, and WIO BRICK 16"WIDE W/(3)04 OR(2)15 CONT. REINFORCEMENT. 2 STORY 10 5EARING STEf= DOWN W1 BRICK 24"WIDE (INCLUDING LEDGE)W1(4)N4 OR(3)15 W10 BRICK 20"xI0"W1(3,"4 OR(2n CONT. Finish work above the floor slabs, etc. W/BRICK 24"xIO"W1(4)14 OR(3)S CONT, 5-Design has been based on a non-expansive soil with an allowable soil bearing Capacity of 20M pef. Active EFP= 30 pcf (level backslope). TYPICAL FOUNDATION DETAIL TYF='ICAL FOUNDATION DETAIL C.Backfill adjacent to Foundation walls shall not be placed until the walls have sufficient strength and have been anchored to the Floor 0 0 system above or adequately braced to prevent damage to the wall. 0.Refer to the Geoted-nicall Engineer's report for all soil requirements For this site. I-All Foundation pads shall be Formed to proper dimensions as Indicated on the drawings and Centered on column or wall. SEE STI FOR VERTICAL WALL CONNECTION. F_The location of Foundation jogs, steps and top or wall elevations and Connections are critical to Foundation performance. These items 4" CONC SLAB W/ roXroXI0110 WWF 5 1/2" are shown on the plans but may change during the actual construction. As a result, this design ran not address proper foundation OVER ro MIL VAPOR BARRIER OVER 4" CONC SLAB W1 (oX(oXI01I0 WWF - MAX. 2 COURSES CLEAN,WELL COMPACTED, TERMITE OVER ?o MIL VAPOR BARRIER OVER 5 1/2" WIDE CONC. SILL TOP AT MAIN ABOVE SLAB LEVEL. SEE 5TI FOR VERTICAL configuration unless stated specifically on the drawings, TREATED FILL CLEAN, WELL COMPACTED, TREAT FILL STOP LATH AND SLAB LEVEL. TOP TO GARAGE FLOOR WALL CONNECTION. N_- STUCCO CORNER VARIE5i MAX 5 1/2" (HEIGHTS EXCEEDING (1)04 CONT. IN SOLID GROUTED Builders /I AWIDTP REQ ADDITIONAL ANALYSIS) U-BLOCK COURSE CONCRETE-; BEAD I" BELOW VARIES FINISHED FLOOR\ 4" CONC SLAB W1 rox&xI01I0 ULF TYPICAL 51-AB FirstSource OVER & MIL VAPOR BARRIER OVER d A,Detail reinforcement In accordance With AGI 315-50 (Revised IeSB), Detailing Manual. Minimum concrete cover for reinforcement All TYP. VERT. OfJacksonville shall be as Follows- ...I .—.1. 7 CLEAN,W�Ll_ COMPACTED, TREATED FILL MIL VAPOR BARRIER REINF. 1) Concrete cast against earth 3" g., I... SLOPE DesignCenterjnc. 2) Formed concrete exposed to earth or weather 1-112" IIR�I 11 — I GRADE ................. YPICAL FOOTING SEE I/ST2 FOR 3) Interior slabs, walls 3/4" =1 111=11 101] Nf. -1 CLEAN COMPACTED 550 Roosevelt 51vd SAND FILL IL Minimum Compressive design strength of Concrete used For foundations and slabs shall be 25M PSI 6 25 days. __R I I R I I I RM I I RM I I I SIZE/REINFORCEEMENT C.Reinforcing steel shall Conform to ASTM A615, gracle 40. Jacksonville, Florida 0.Longlitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner bars shall be used. 1=1 I IP' 32244 Minimum lap of reinforcing shall be 40 bar diameters, but not less than 20". TYPICAL FOUNDATION Tel 904,112-6100 I-All concrete operations, Including but not limited to mix design, Mixing, transporting, placing, relnforcine detailing and placing, curine, and testing shall be done In accordance with the requirements and application or ACI 301-84 (85), "Specifications For Structural Concrete". 5TEF DOWN IMENSIONS Fax IB04311-2835 NON-LOAD 5EARING TURNEE) DOWN EDGE PIN.DISTANCAESR9 -FII woo (D 0 @ AT A,Framing lumber shall be as Follows or better: _fOUNDATION �GAR_AGE UN[)ATI_ON _AT �GA_RAG�E 2 x Rafters/15came/Joists *2 SYP 1139- M.C. I-Joists Provided by TrusJoist, or equivalent. 411 CONC SLAB W1 &X&XI0110 ULF Engineered Beams Provided by TrusJoist, or equivalent. OVER & MIL VAPOR BARRIER OVER Plates *2 SYP IS% M.C. CLEAN, WELL COMPACTED, TERMITE HEADER BLOCK OR OVERLAP SLAB RECESS SLAB 3/4" FOR Studs *2 SPF 1139. M.C. - Typical - Unless Noted Otherwise TREATED FILL 211 FORMED 4 CAST -S 1 1/2 THRESHOLD Stud Grade SFF IS9. M.C. (2x4 up to V-1 I/a", one story residence only except partially enclosed structures) STEP DOWN 1-1/2 DEPTH = STUD -b 1 114" (FROM &�All nails shall be type "C4ximm' unless noted otherwise. Options to using Common naile, are as follows: i/ OUTSIDE FACE OF BLOCK) 12d=I0d=0.I3I"x3" Gun Nails RECESS SLAB 3/4" FOR 6GD VARIE 8d=0.0S5"x2 1/4" 5crew/Glue Shank Gun Nails (provided that the o1c spacing is reduced by 1/3. I.E.. ad -9 V'112"olr_ becomes ...... 4" CONC SLAB Wl &XroXI0110 IAIF OVER ro MIL VAPOR BARRIER OVER .01B55"x2 1/4" 0 4"/8"o/c.) CLEAN C-Where not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, ASCE 1-138, TYP. SLA5 W LL COMPACTED, TREATED FILL JEEI I IEEEI lf�- TYP. SLAB ---------- andlor 113131 NDS CLEAN COMPACTED I I referenced above. All sheathing must be nalled or screwed 4 adhesives SHALL NOT be used in place of nailing. flill—IIIIEH 11 Ed I I 0-Metal connectors to be provided by SIMPSON. Alternate connectors wl equivalent or higher allowable loads may be used in lieu or YPICAL FOOTING I I AL FOOTING - SEE I/ST2 FOR �=R.. ..... SEE I/ST2 SAND FILL specified components. (2,*4 ONT. - I-STORY SIZE/REINFORCEMEN FOR SIZE/ E-All exterior walls to be sheathed with min. 111ro" 0,9.5. with ad a ro" o.c. along panel edges, 12" o.c. in field (a" with partially enclosed (2)05 OR (3)04 CONT.FOR REINFORCEMENT structures), except as noted on Structural plan. 2-STORY I N F-Eneineered componets (trusses, I-joist, etc.) shall be installed per manufacturers specifications 4 directios. TI STORY 4" TYPICAL FOUNDATION 0.. 0-All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per P15-131 spaced not more than 16 feet o.c. and L 20" not more than 4' From end of continuous lateral brace. T2 .5TOR-6 INTERIOR 5EARING <1 0 A,Detail, fabricate, and erect steel according to AI5r_ 5TEMWALL STEP DOWN FOUND, AT 5,G.D, "5pecification for the Design, Fabrication, and Erection of Structural Steel Buildings", 5th edition. _J IL Structural steel shall be: LL Except as below A5TM 43(o Pipe A5TM A53, Type E or 6,Gr. 5 411 CONC SLAB W/ roxroxiollo utiF HOLD WDR. BLK_ OVER ro MIL VAPOR BARRIER OVER UJ Tulz)e A57M 4500 MARBLE SILL CLEAN, WELL COMPACTED, TERMITE TO OUTSIDE C,All bolts shall be A301 unless noted otherwise. TREATED FILL 1 1/2 _J 0,All welding sha 11 be by a Certified welder. 1-1/2 TYP. SLAB LL 5" MAY VARY TILE HAND TOOL ALL CONTROL JOINT MASONS (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE 4" CONC SLAB W1 &X&X]0/10 WWF OVER (o MIL VAPOR BARRIER OVER A,Concrete block shall have a minimum compressive strength, F'm or 15W pof. Masonry shall be laid up using type 6 mortar only. PLAN) 16 WORKABLE t El CLEAN, WELL COMPACTED, TREATED FILL Any masonry In contact with earth shall be grouted full. Grout shall have a minimum compressive strength of 34XPV pat. ---------- ILAII concrete masonry operations, -shall be done In accordance with the provisions or the latest applicable recommendatlons of the ACI Manual or Standard Practice. C.-Lap all vertical reinforcing a minimum OF 20". 7 PICAL FOOTING SEE 1/5T2 and ASTM A161 TYPE 304. 5 1 ZE/RE INFORCEM0,T 0_Provide horizontal joint reinforcing at 16" o.c. vertically. Reinforcing wire shall conform to ASTM AS2 IN 1111=7 TYPICAL FOUNDATION I I RM I I N I I I— MIN. 5UNKEN 5HOWER DETAIL CONTROL JOINT (D 4 FOUND. AT DOOR 5ILL D RAWN 5,4M,f;RW CHECKED LAP STANDARD FOUNC)ATION DETAILS SCALE NOTED DATE 1/1-1/02 I" AIR SPACE A JOB NO. STANDARD FLASPING MUST PA55 THROUGH 7 1 (9114 x 2'-0" OVER TRUSS DETAILS V'xS" CHASE IN BRICK VENEER is A LEVEL BELOW FJ 7'- BLOCK STEM EXTEND FLASHING BELOW SHOE PLATE SLOPE WALL. W o\11 SHEATHING FLUSH WITH THE FOUNDATION. (POLY)FLA5HING EXTERIOR WALLS PAVE THE EXTERIOR METAL OR PLASTIC _7777,1 GROUT 50LID GRADE L Founda t Ton Note AROUND PIPE r: PULL ALL INTERIOR WALL DIMENSIONS WEEP 14OLES 4611 O/C GROUT SOLID .............. FROM OUTER EDGE SLAB. CLEAN COMPACTED AROUND PIPE Wood vertica I construction 3/4" (NOM.) STUCCO OVER LATH 4 PAPER SAND FILL ;;!0 Z 8" MIN. - DEEPEN ,shown atop Foundation 114" GAP BETWEEN SHEATHING 4 CONCRETE FOOTING 1w CHASE TYPICAL FOUNDATION TYPICAL FOOTING - SEE I/5T2 LOCATION AS REQ'0 TO FOR SIZE/REINFORCEMEN r < PROVIDE PROPER FOOTING DEPTW. oletaiII5 For clarit�, wood, W GRADE -6TUCCO STOP C-MU/ icF (or other 5tructura I LIGHT COAT MASONRY "DRESSING" TO FILL FILL VOID BETWEEN 5RI0<— UTILITY CHASE UTILITY CHASE BLOCK VOID& AND/OR HONEYCOMBS VENEER 4 FOUNDATION ver t i ca I con,5 tr uct i on WALL W/MORTAR OR r2ROUT,FILL SOLID FROM FOOTING TO UNDERSIDE OF PLA (accelotable see 5T ] For STUCCO DETAIL FLASHING BRIG< DETAIL FOUND -Speciplc&. MONOLITHIC: FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTEIRC14ANGEA5LE WITH THE STUCCO ADDENDUM 5 R I 1-1 A D D E N D U M STEM WALLS FOUNDATION DETAILS. MONOLITHIC, FOUNDATION DETAILS ST2 I OF SHEETS I 11E I,- r7r� ,TE F C-LEA SAND 4" r-ONC S OVER 6 MI .Fral CLEAN, W AHE F-ii i T�416 DOCUMENT 15 AN K IN6TRUt-JEENT OF HEADER PER STRUCTURAL STI ENG1NEEfP,'& 6EF,\/IC:E PLAN OR TRUSS LAYOUT FOR OTPER5 FOR GON- 5TRUCTION OF PROJECT E3UILT-UF= OR 50XED COLUMN MAY A5 TITLED BELOW. r (2,M5TA24 W/(5)IC)d /END E5rz USr= oxro, % I P IN LIEU OF 4x4 OR r FROM 15EAM TO POST CENTER STRAP v JOINT USE 4pl� 02 SYP QS 5pl� 02 SFF 2x4 FRO'l TPI5 INSTRUMENT UN.O.ON STRUCTURAL 5UILT-UP COLUMN I.L.0 4X4 GAN NOT BE U5ED FOR PLAN. USE 5plV 02 6YP Q9 5pl� 02 SFF 2xe, OTPER WOR<6 UNLESS PT 02 5YP 4x4 POST 5UILT-Uf'COLUMN IL-O bxb AUTI­4ORIZEC> E3'T' TI­4E -COLUMNS GREATER x ENr--INf=-EfR LUITI­4OUT THAN 10' QS TH05E LU INFRINGEMENT OF LEG,4L SUPPORTING ENGINEERED WOOD PRODUCT: USE fr #2 SYP roxro POST. (U.N.C. > 0 V [:)r=!5SRIf=TION ON STRUCTURAL PLAN) r (2)*2 BPF 2x4 ig EA.CORNER BAM 3.4.02 I.L,O.4x4 POST.(3)12 5PF Q 2x4'S Q CORNERS DIRECTLY Z3 POST TO BLAB CONNECTION: BENEATH BEAM WHEN rox(b 15 2 WITH 45U44 OR AIBU(oro W1 I REQD. (12)Irod &� 1/2"Ox4 1/411 EMBE011 HT71fo 4 5/a'Ox5-1/2" 3 EPDXIED ALL TPFZEAAD QS1 EMBED EPDXIED (1)WTTI& 4 5/8"0 x 5-1/2" I ALL THREAD Im 02 SYP LEDGER FASTENED x 4 EMBED EPDXIED ALL ------ EACH QS TO 16" o1c STUDS w/.I31X3" THREAD. ------ GUN NAILS is EA STUD ------ ALTERNATIVE AS SHOWN ON (TRU55-TO-LED6ER I ��[ L --- STRUCTURAL- PLAN. CONNECTOR SPECIFIED BY TRUSS ENGINEER) BEAM ABOVE -111ro" A.P.A.OR -HEDUL TECO RATED LED59R 4 CeONNETI 4 Be- -E (PER TRUSL) SHEATHING W/ RVO 0-116-2xro w/(5)NAILS Q EACH STUD. FOOTING(SEE FIOUND,4TION: (�"1511olc ad NAILING PLAN FOR SIZE) Rv0-111-1241-2)(8 wl(6)NAI L5 im EACH STUD. 4 SIDES Rv*1242-la62-2xI2 w/(12)NAILS 's EACH STUD. TYP- PORCH POST 4 ALT. BOXED BEAM FRAMING DETAIL '. COLUMN DETAIL TRUSS LEDGER DETAIL TRUSS TOP CHORD OVERHANGS IN EXCE55 OF Iro" AND UP TO 24" 1`15TA24 W/ (S)10djl:-ND,c� ON 5TUD (2)2x4 02 SYP APPROVED TRJ55-TO-IE CONNECTORS Builders USE 2x4 SYP OUT LOCKER AT 16" ASSEMBLY eTYP 4 a HEADER 4 ID SILL BLOCKING (TYP) UPLIFT (LB5 CONNECTION UPLIFTS > $TUIP WALL SPECIFICATIONS o/c CLIP TO 1116" A.PA OR TECO RATED 1000 SEE HORIZONTAL 2x4 5PF 02 015L.TOP PL.WITH(2A45 W/(8,ed.OVERHANG5 SHEATHING ON ROOF DECK 0-465 (1)Hb W/(4)ad/END STRUCTURAL R HT.(FT) D CHIEDULE FirstSource 10"OR LEBS USE 2x4 SYP OUTLOCKER AT 24" 0-145 (1)wa W/(5)loci x I- 2x4 02 0 IV & O/C BLOCKING 5TWN TRU55 WITH ad NAILS AT 4" O.C.AT PLAN- )HE�W/(4)ad/END/EA. OfJacksonville 5LOCK SHEATHING EDGES ala VT�4 CIA-15 W/mad 46� HEADER PER STRUCTURAL PLAN ALL FRAMING MATERIAL TO B ALL SUPPORTED PANEL - �)�4 *2 f5ff!��DS�a 12--0 W�_ CONT 2x4(MAYBE OMITTED IF(1)MSTAI& 15 USED WIT14IN 4'Or GA5LE TRU55 EDGES AND 5" O.C. IN FIELD. (2)HD W1(-5)10d x 1-1/2VEND/EA, 0_11. O/C FROM BLOCK-TO BLOCKACROS5 EA�TRUSS) FASTEN SHEATHING TO FRAMING AT 3"o1c $12 &YP EXCE1mT AS NOTE12. -2 5 0-1000 /a., 2x4 *2 SYP STUD5 12 Design Center,Inc. ON EDGES,b"c/c IN FIELD W/ad. MAY J5E USED 11-0, 0 2 SYE ONLY (90 1-1/4"GALV.ROOFING (I)wIrb1wIr25 W/(10)loci X-1-1/2" T TOPPL. 2x(o 12 5PF STUDS Irb" OIC N 1-1/2VEND I&" O/C ............. AILS -m EACH SWINGLE TO lod 6) (01'0/c FROM IF 50T�4 SIPES OF FRAt 15 SWEATING CONT.2x4 TO 2x4 5�4EATjPSD BLOCKING Z7 PURLIN BOTTOM CHORD OF ALL 550 Roosevelt 51vd A.P.A.RATED 5HEATANG TO TRUSSES WITH IX4 5YP HORIZONTAL 2x4 5FIF *2 TRUS5-TO-FE CONNECTOR SEE MATCH ROOF 5HEATHIW5 51115 =5 Jacksonville, Florida r2ECTIO BLOCKING BTWN TRUSS NAIL THROUGH A.P.A.RATED SHEATHING TRUSS SCHEDULE FOR PRE-ENGINEERED ROOF PERPINDICULAR TO TRU55- CONNECTOR. TRUSS OR RAFTER 24"O/C LU/(3)10d NAILS AT 32244 INTO NO.2 SYP FRAMING W/ad AT 3" EACH TRUSS - U.N.O. ROOF SHEATHING 2x 12 SYP D5L TOF1 PL.(SLOPED) O.C.AT ALL EDGE5 AND INTO EACH PLY r-0 EAr -I SPF STUDS -12 -P DOUBLE INTERIOR I -ATE, 12 ALL EXTERIOR WALL Tel e04.1 -6100 CONTINUOUS 2x4 5PF-2 W/(3) 11 11 w w 4 SHALL BE 71116"A.P.A.RATED SPH4/ib/86 32"O/C�S -7-7 EACH TFRU55 1/1(,"A.P.A.RATED SHEATHING WITH (2)2x4 02 SYP TOP P- PAS EN W; 5HEAT14ING WITH ad NAILS AT to" WOODITIC RODS 10 4' O/C Fax W4311-2535 .13lx3"NAILS TO ad NAILS a ro"ola ALONG ALL PANEL FOR OTHER UPLIFT HARDWARE (2)ROWS 10d 6 12" O.C.(U.N.O.)MIN. O.C.AT ALL PANEL EDGES AND w/3x3xI/5" WASHERS. X rl� VERTICAL 4 0 &"o/c .13lx3" EC*E5 AND 8"cla IN FIELD. BLOCK AND CONNECTIONS,SEE TYPICAL 24" LAP W/(12ACd IN LAP.SPH4/&/,S 5" O.C. IN FIELD (TYP-UN.O.). VV,GYP ALL EDGES(CONTINUE STUDS I 5HEATWING WALL SECTION AND TYPICAL S 32" 01C 29 WC)OD-Tis RODS Q ro' SHEATHING PANELS SHOULD BE 1/2"0 x 4-1/2" EMBEDMENT WEDGE TRU55 TOP CHORD NAILS TO INTERMEDIATE < BLOCKING.ADD (1)MSTA15 TRUBSES/RAFTERS-i FOUND TO UNDERSIDE OF OUTLOOKER5) HEADER FRAMING DETAIL. O/C W/3x3xI/8" WASHERS. PINDICULAR TO -7)I0d/END a EA. ENTED PERPINPICULAR ORIENTED PER y- STIRAP W1 5HEATHING TO BE CRIr ANCHORS 29 EPDXIED ALL TO rRAMlNG MEM13ER5,U.N.O. (2)2x4 -2 SYP AT DOU15LE INTERIOR FRAMING MEMBERS IF EXTERIOR HEEL/END VERTICAL SPLICE (CONT.2x4 MAYBE y F BILL (TYP) RAFTER-TO-fE P 1�q THREADS 10 32"O/c W/2x2xl/V' OMITTED IF(1)MSTAIS 15 USED CEILING HEIG�4T VARIE5 SILLS/P�ATE5/51LOCKING,NAIL -�CTQ� FINISH 15 STUCCO,UN.O. WASHERS OR WOOD-Tle RODS G OF TRU55 FIRST PLATE TO SECOND PLATE W1 LENGTH CONNECTOR 02 SYP PT BOTTOM 12 w/ 4"o/c.WOODITie RODS to FROM 5LOCK-TO BLOCK PURLIN BOTTOM CHORD OF 5PI44/6/6 0 32" O/C PS 4 ACPZOSS EA.TRUSS) ALL TRUSSES LUITP Ix4 5YP P Z (2)ROWS l2d COMMON$AT 8" O.C. Q9 MT512 INTERIOR.5HEARWALLS ADD WOCD*Tle RODS 0 (01 O/C. PERPINDICULAR TO J EITHER 24"o/c SHOT PINS 29 lbd 1116" A.P.A.OR TECO RATED ILI TRUSSES 19 24"O/C w/(3) 510E PANEL. HEIGHT TO (2)H5.5 ps wa's QS 1/2"Ox'l" EMBED A.B.w/2"x2"xl/V' WASI,4 RD "LS a lallolr­ SHEA HING W/ 8dNAIL5 CASE PA T loci NAILS AT EAC�4 TFPU65 M5TA24 W/(S)10d WIDTH REQUIREMENTS 1'-14' --- AT 32"o1c OR 1/2"0 WOOO-Tie RODS ID (1)Hlrb !2S MTS12 BLOCK ALL PANEL EDGES. UN.O. NAILS/END a EA.SIDE OF ANCW(�l Z BOLT(5) h(ft) MIN.w ro' O/C W1 EITHER SPOT FINS 9 24" O/C *2 SYP PT E30TTOM fe EA.STUD AE30VE OR 5f-�T FINS -1. > 14' OR Irod CASE HARD5 a 15" O/C. 2'-1" SEEPLAN HEADER 4 JACKS,TO PER C E TAIL E /5TI r, HEADER y 0 1'-8 1/2" JACKS 71' AND SHORTER MAY 5. 1.-5.1 USE (4)IOCI IN LIEU OF DOUBLE TOP P- OF WALL = Z -7---------- ------- 7RUSS-TO-F- CONNECTOR: TYPICAL WALL 4- 1--2 it"' TRUSS-TO-fE CONNECTION -m f I" - SEE TRUSS SCHEDULE FOR PEAK- TO II': 2x4 5TUD5 4 CONNECTIONS: 112- TYPE (DTL A 4 5/STU TO 14': 2x& 5111`12 4 .4 TO-STUD, TO lro': 2x(b 5YP02 (o x 6 - LUIA x WIA WJ.F 'ALL CONCRETE MINIMUM WOE-TO-FOUNOATION 11/11/"�......=7777772,77�Z4.... ..�zz/ GRADE OR F15EFRMESH 2500 Pst COMPRESSIVE STUD-TO-SPOE, 2x5 syr,12 RNISP WATERPROOF BARRIER STUDS/5HEAR WALL 5 STRENGTH 0 28 DAYS. FRAMING PER PLAN FOOTING TO BEAR ON UND15TURBED 501L L LU "A "�'- HTT22 W1 5/8"0ALL NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLT,IF USED,WITHIN 8" OF LBRAGING OF TRUSS HEEL FOOTING(SEE TYPICAL WALL SECTION) THREAD (5 1/2" BEARING WALL ENDS AND WITHIN 6"OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE 5ECTION5 FOR (OVER 16" TALL) AT SPEAR WALLS EMBEDMENT)(TYP) K74� REINFORCING AND DIMEN510NING OF FOOTINGS. 11211 a V-011 GABLE END -BALLOON FRAMING VETAIL SwB - SPECIAL SHEARWALL DETAIL "..,�Tl TYPICAL WALL SECTION C� 11211 V.011 11211 zV-011 2x4 02 SYP OUTLOOKE SLUI 4 BUJ2 SHEAR WALLS REQUIRE MIN.45" OVERLAPS A *OVERHANGS :5 Irb" 6 24"olr- W/(1)H5 0 EACH W/MIN.e24),I3lx3"NAILS 0 TOP PLATE SPLICES OR(2) <1 r OUTLOCKER TO TOP CHORD OF GABLE TRUSS 1`15TA24's W/(IB)10d/END,CENTERED ON EACH SPLICE. APPROVED TRIJ58-TO-IE CONNECTORS ,OVERHANGS Iro" -�>24" 0 Iro"olc W/(2)H5 a EAC STUD WALL SPECIFICATIONS UPLIFT(LBS)_CONNECTION UPLIFTS > ROO[= SPEAT�41NG SUPPORTED EDGE BLOCK SHEATHING EDGES (1)H5 W/(4)5d/END OUTLOOKER TO TOP CHORD OF GABLE TRU55 1000 SEE e PT.(FT) STUD SCHEDULE NAILING PER PLAN STRUCTURAL 1/5" WITHIN 4' OF GABLE TRUSS -1/2"/END - 2x4 02 5PF STUDS S Iro" O/C -`B30 -:Fx-4'2 5PF FASTEN SHEATHING TO FRAMING NAIL THROUGH AJz',4.OR TECO RATED SHEATHING W8 W/(5)10d x I PLAN. 10 11 1 AT 3"/&" O.C.W1 ad NAILS. Iwo -V INTO NO.2 SPF FRAMING PER SHEAR (2)H5 W1(4)8d/END/EA. 2x4 02 SYP 5TUD5 12" O/C No 2 SYFO 2x CONT.TO TRU55 4 WALL TABLE. 145-1000 (2)148 W1(5)lam�x 1-1/2VEND/EA. TO� PLATE W/.131x3" - MATCH A.P.A.OR TECO RATED SHEATHING FASTENED TO 0-1000 (1)wirb/ 1 5 /(1-)I d x 1-1/2" 2XI& -2 5PF 6TUDS 16" O/C i0­Tp-ff-aL­. --- -6--fT-1 1/69 2xro 11 1/40 MAX x x BOTTOM CHORD OF TRUSS EDGE NAILING SPACING OF .I .OR TECO RATED FRAMING PER SHEAR WALL TABLE SHEAR WALL (I)MT512 -�-;-ic�d-x-i:T/-2"-/E-N5 SEC (UP TO A 2x12) SHEARWALL SHEATHING (4).131x3" TOE QS END (BLOCK A I PANEL M) ES) SHEATHING TO MATCH -1/19," AP-A.OR TECO RATED N, (EITHER 611cla OR 3"o1c). NAILS (D E�ZW ad COMMON HOLD DOLLN a ENDS IN ADDITION SHEATHING ON ROOF DECK PURLIN BOTTOM ROOF SHEATHING / CHORD OF ALL- OUTLOOKE R TO TOP FE. NAILING TO TYP.WALL SECTION(A/STI i WITH ad NAILS AT ,4" O.C.AT INTERIOR WALL W1 111(o" A.P.A.OR GABLE TOP CHORD SPACING B/STI). WOOD-TIE ROD MAY BE TRUSSES WITH Ix4 SHEATH TRUSS CLO 'T To ALL SUPPORTED PANEL USED IN LIEU Or ANY SPECIFIED EDGES AND 5" O.C. IN FIEL.D. SYP TECO RATED SHEATHING W1 ad 10 2x L-15RACE ON GAE3LE VERTICALS AS DOUBLE 5TUDS G EACH END HOLD-DOWN. (6)1-1/4"GALV.ROOFING PRE-ENGINEERED RO PERPINDICULAR SPECIFIED BY TRUSS MANUR(MIN.2x4 02 OF SHEAR WALLS Z RAFTER OR 3" O.C.AT ALL EDGES AND 12" -F-DEr-=7FIELD 7-STORY 2-STORY NAILS 0 EACH SHINGLE TO TO TRUSSES -a 24" O.C. IN THE FIELD - BLOCK ALL 5PF W1 NAILS 0 MAX 24"01c). O/C U/(3)lod WALLS ->15' LONG:NONE (I SHEATIN EDGES(MATCH NAIL PATTERN I I NAILS AT EACH SPECIFIED FOR 5HTN'G a 5W BEL (SABLE TRU55 SW ro a REO'Di WALLS < VLONS; STRAP TRUSS H HEADER KING STUDS MAY SERVE (2)SPH4/b/8 W/1/2"0 x U.N.O. >< AS DBL STUDS AT THE ENDS OF 4-1/2" EMBED EPDXIED OW)- T EDGE OF 2x NEED NOT BE 1 (2) 2 6YF`TOP FP-. FASTEN W/ SHEARWALLS ALL THREAD 4 3x3xl/a' LU ;�2)AT--�' *SHEATHING im TRUSS MAY BE FLUSH W/ EDGE OF TOP fR. CLIP END OF LATERAL BRACE TO GABLE RO 5 10d 12"c/c(UN.O.)MIN.2, L 5f'H4/&/8 III 32"o/c QS 2x4 -5 ING T M1 p ND AT WASHER WITHIN 3" OF OMITTED ONLY IF SHEAR WALL 15 M ..XII E30TTON CHORD WITH(2)H5 CLIPS. TRU56-TO-12 CONNECTOR SEE W/(12)lod IN LAP. WOCP,Tf&RODS w/ Ld INT CFF G e- E STUDS/5PH4/6/8. TRU55 SCHEDULE FOR 3"x3"XI/8" WA-044ER 11 4"010 6W OR 5W+DESIGNATION AND 2x 5 CE� INUJAR IN. 4 AT EA GABLE 50TTOM CHORD TO TOP fE W/M6TAI5 CONNECTOR, CONNECTOR BTWN 504�EARLUALL I DJAC ENT TRUS W/(3 .13N3"IN STRAP W/(1)10d/ENO 10 48--olc OR.131x3" TOE (I)PTT22 W/5/allo x 5-1/211 13)c5lro TRU55 >2x 5HEARWALL LENGTH. MAX "X" BR CIN5 SPACING 5W 3 a EME3ED EPDXIED ALL 61"1441618 v 32"olr- BFIF 5TUDS NAILS To TOP fE im .3"o/c-STAGGEREP As REQ'D. 5TU05 PER PLAN STRAPS RAFTER-TO-fE CONNECTOS -A THREAD, OR WOOD,Tie < 4,112 PITCJ= VC/C 1/16" A.P.A.OR TECO RATED SHEATHING W1 ad'NAILS H SPEARWAL.L (SHEATHING 4/12 < 1/12 F IrCw - (0,0/c ROP6 W/3"XV,xl/a w b" O.C.ALONG ALL PANEL EDGES AND 8" O.C. IN Z" (2)5PP4/r0/8 W/1/2"0 x 4-114'(2n9jr. LENGTH CONNECTOR_ CONNECTORS PER PLAN�--� >-1/12 PITC11- 4'o/c SPACING EMBED EPDXIED ALL 5TRAP5 o-il (1)HrpH5,HI6,Q9 MT612 WASHER a &"olc > FIELD. BLOCK ALL. EDGES(CONTINUE SHEATHING L PER PLAN . .......... L THREAD W/3x3xl/a,, TO MIDPOINT OF GABLE 150TTOM CHORD) WASHER, (v H5.6 QR He's Q8 'STRAPPING, R -1'-14' - NOTES: (1)PC> 29 M CONNECTORS, CLIPS, 1) 511ro" PARDI-PANEL 15 PERMITTED AS SUIBSTITU71ON A�e'5 ANP/O WOOD-Tic /2x4 02 SYP LATERAL 15RACEAT 4,5"o/c. IF FIRST OUTLOOKER 19 MORE FOR RATED SHEATHING ON EXTERIOR > 14'.SEE PLAN RODS ARE NOT REO'D (3).131x3"NAILS THROUGH BRACE INTO THAN 32",FROM FASCIA,USE 77 11//'111,'1'7�111 WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. JACKS I I AND SHORTER MAY A.P.A.OR TECO RATED 6 INTERIOR 5EARINr-z EACH TRUSS BOTTOM CPORD. EXTEND (2)2x4'S 6 FIRST OUTLOO<�R CNIL USE (4)10d IN LIEU OF SHEATHING OVER 5PF STUDS TRUSS-TO-1`12 CONNECTION WALLS SUPPORTING NOTE: RE TH BRACE TO FOURTH INTERIOR TRU 2) OPENINGS IN SHEAR WALL 5EGMENT5 PERMITTED ONLY 1! --- <1 T�HIS INTERIOR SHEAR WALL DETAIL 15 INTENDED FOR USE IN AREAS WHIE 5 95. HOLD DOWNS J IF SHOWN ON THE FRAMING PLAN. REFER TO DETAIL ONL FLOOR LOADS. q SHEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS IS AN ALTERNATIVE TO M5TA18 STRAP a 7 FOOTING (SEE TYPICAL WALL SECTION) PER TABLE D/BTI. 5TUD WALL5 WITH 5RICK VENEER---) CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF C)ECK. 45"o/c aR.131x3" OPTION- SECURE 5RICK VENEER ALL EXTERIOR WALL SHEATHING TOE NAILS TO WOOD FRAME w/GALV.TIES 0 *2 SYP BOTTOM IR W1(2)ROWS OF loci 3) PTT22 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH �'D L PPAPD22 WI(23A( -SHALL 15E 111roll AP,A.RATED ALTERNATE INTERIOR SPEARWALL FRAMING od lro"ola HORIZONTAL 4 32"olc NAILS a 1211o1c,STAGGERED. SHEATHING WIT" 8d NAILS AT ro" GABLE END BRACING ETAIL SWEAR WALL ASSEMBLY DETA�L VERTICAL O.C.AT ALL PANEL rzc)GEs AND 11.011 11211 1 11.013 8" O.C. IN FIELD (TYP-UN.O.). IDR14WN fRui " T4G PLYWOOD - SHEATHING PANELS SHOULD BE NAIL SHEATHING TO 50TTCM e ro"Iro'c1c 106 NAILS 4 GLUE ORIENTED PERPINDICULAR TO WOOD-TIE ROD FROMA50vE, AND BAND 13CARD PER REQ'P W/LIQUID NAIL OR EQUAL. FRAMING MEMBERS fr- EXTERIOR CPEG<ED LAF % SHEAR WALL EDGE NAILING. FINISH 15 STUCCO,UN.O. SECURED TO BEAM VIA PTTI(b W1 % HEADER(SIZE 1$ . h - I WOOD-TIE ROD THROUGH (18)1&d NAILS,MIN. BEAM SECURED VIA WCOD-TIE ROD 4 PER CALLOUT ON 15FI4416/5 PLAM STRAP ACROSS JOINTS IN SCALE NOTED CENTERLINEOF ]BEAM W1 (1)PTT]ro W1(10(od (MAY BE ROTATED STRUCTURAL CONNECTOR$NOT REQ'D 5AND 50ARD W/(IXISTA24 USE 48" STRAPS I.L.O. 3x3xI/S" W IaO' TO CONCEAL FLANGE) (2)SPH14 PLAN)OR TRUSS IF APAITECO RATE W/(Z)10d NAILS/END PECIFIED 40"STRAPS D,4TE 316102 .45HER 4 NUT. LAYOUT IF SYS 42. -SHEATHING IS NAILE IF LOOR DEPTH = No INTO Tol-IR 5SEMBLY A HEADER PER NAIL 5PEATPING TO TOP e (NOT REQ'D WHEN U51NG JC5 NO, STANDARD CORNER OF STRUCTURAL (4)lod KING PER REQ'D SHEAR WALL WOOD-TIE RODS) GARAGE HEADER W/(1)ROW 0 PLAN 5TUD-TO-HEADER, EDGE NAILIW-z 5111­141ro15 ,m 32"o/c ad NAIL EACH END AND TfRU55 DETAILS TOP F- TO HDR. EACH FLY. ATTACP 2ND FLOOR STUDS TO IN THE EVENT THE CONCRETE (27115TA24 W/ CCFNER OF TRUSS-TO-112 AND FLOOR TRUSS OR I-JO111111 UPPER FLOOR STUDS TO LOWER IST FLOOR STUDS OR FLOOR CONTRACTOR OMITS THE (SA0d/END/5TRAP 9D EA GARAGE BEAM W1 40" L.ENGT14 (48' IF FLOOR STUDS OR LOWER FLOOR HPAHD22 EMBEDDED END OF HEADER UN.0- FR-TO-STUD CONNECTOR A.P.A.OR TECO RATED BEAM WITH 40" LENGTH OF C516 STRAPS, IT 15 ACCEPTABLE SCHEDULE FOR SPACING FL:)CR DEPTH 112 Ifo")OF C51 r (2)#2 SYR TOP 12. SHEATHING W1(1)ROW Of: STRAPS iv 32" O/C W/(11)10 FASTEN W/(2)ROWS 10d STRAPPING w/(II)lod/END. CONNECTOR(SHEET STI) -0 S/ CENTERED ON FLOOR SYSTEM WOOD BEAM TO SU55TITUTE (1)M5T45 WALL SHEATHING SHALL BE SHEATHING NEED ONL N- ad NAILS 3" O.C.AT TOP d/END (CENTERED ON FLOOR 12"ola W/MIN.(12)10d IN -k SERIES FLAT STRAP PER SPF STUiDS Tie RODS ID 4'c WOODITIE PEAM CONNECTION ALTERNATIVES HPAHD22.FACE MOUNT THE A.P.A.RATED SHEATHING WITH 8d COVER LOWER 1`2 OF TOP fE (INTO fe'S)AND BOTTOM SYSTEM)OR USE WOOD-Tie LAP(UN.O.)MIN.24" LAP r\ OR WOOD T- NAILS AT 3" O.C.AT ALL PANEL ASSEMBLY IF (INTO HEADER).NO SPH'S STRAP TO THE FOUNDATION ALL JACKS TO HEADER:_/ JAC<AND KING STUDS,T-----�� REQUIRED. ROC)5 6 to' OIC(4' O/C Tj -U.N.O.). SHEATHING PANELS NAILED TOGETHE A - ;A 11211 V-01, WITH EITHER(4)1/2"0 EDGES AND 8" O.C. IN FIELD A)f2 ARE PROPERLY MSTAIB WI(roflOd IN QUANTITY PER CALLOU INTERIOR WALL$). CONTINUE A.P.A.OR TIECO RATED 6PF STUDS (TYP EPDXIED ALL THP QUANTITY/6IZrz/GRADE/6PECIE6 15�TRUSS CLIF5/5TRAP 4j� SHOULD BE ORIENTED HEADER(6)10d IN JACK. ON STFZJCTURAL PLAN. SHEATHING OVER SPF STUDS 4 1/4" MIN.EMBEDMENT OR il FASTEN ADJACENT OF:STUD COLUMN SPECIFICATION A PERPINOICULAR TO FRAMING ARE ATTACH TO 50TH fE!' KINGS AND JACKS W/(2) -i-=2 (3)ROWS OF 10d NAILS (16)3/16"Ox 1 3/4" TAPCON r ON STRUCTURAL SHEET (51 OR *2 SYP PT 50TTOM fP- wISPI-141616 0 1/2"Ox 4-1/2" EMBEDMENT WED6�� W , ANCHORS.FASTEN STRAP TO MEMIBER5,LIND. L ROWS OF: Iod Q 81C.C. 62)THROUGH FLOOR SYSTEM TO 32"O/c OR WCOD,Tis RODS w ro'olc. ANCHOR 99 EPDXIED L 1r , (1)ROW OF 10d NAILS 6 8" O.C.,STAGGERED FOUNDATION AND ADD (1)C516 CA A 4"O.C.STAGGERED,I SHOLUN,EA PLY. STUDS W/(20)1(od. JACKS PER PLAN THREA0Sw32IIo/cW/2)<2xl/5" PER PLY ACROSS FLOOR jpqra e 11, -�FF C, Or 2x(o. WASHERS OR WOOD-Tie ROD5 Q 1/4" C OD ADJACENT SYSTEM(OR WOOD-Tie RODS w (1)ROW OF Od NAILS ID ro" O.C. FASTEN ADJACENT KINGS WOOD-TIE R - -'!,, 9 - - " V L MIN.B KING STUDS EACH 11 ii 1/2.. --411olr­WOOD*Tie RODE) 6 STAGGERED,WITHIN 3/4" OF SIDE OF OPENING UJ14EN AND JACKS U/(2)ROWS 'k--- TO KING STUDS EACH SIDE CONT.TO FOUNDATION). 0x*1" EMBED A.B.w/2'x2"xi/8" OF Iod a 8"O.C. UF OPENING � ro'-O' JJASHERAT 32"olr-OR 1/2"0 WOOD,Tle INTERIOR.SHEAR.LIALL5 ADD I EITHER 24"o/c SHOT PINS 0 CENTERLINE USINC KING CF2x4 HPAPD22 W1(23)lbd TO -9 RODS tv Volc W/SHOT FINS m 24"ola 21/2"- PER SIDE OF USING 2x4 FRAMING UN.0- WOODITI. FROD OPENINGS GREATER THAN OR Ibd CASE HARDS -8 18"olr­ 1/2" ANCHOR BOLT AS (2"MAX.FROM &'USE 1/2*0 OR 3/8"0 JACK/STUDS) ALL JACKS TO 50TTOM ANCHORS AT 4B" O.C.OR ,"PFR TYP.WALL SECTION. A---------A--.f 11121, -� 1/4"0 TAFCONS AT 32" O.C. X STUD ASSMEBLY (2) STUDS EACH SIDE WHEN CASE HARD NAILS la"In/c. OPENING 14PAPP22 NOT REQ, ENED EDGE WI(1)14 E: 6R­41rola PER JACK--�-- FINISH 4 0 TIHIS LOCATION 1 4" SLAB W/8"xb" THICK- L 10 - 1111 L-M". CONT.UNDER DOOR. .. ... ji ORA 6 x fo - WIA x WIA i WALL LENSTH >-48' (SEE DETAIL (2/ST2) FINISH OR F15ERMESP I "NSTFRUCT j'!I I GRADE y WATERPROOF *ALL CONCRETE MINIMUM 2" FINISH 02 9FT- OR SYP 2x GRADE:!::'' ''''' =j M1 11FM DOTING(SEE BARRIER SHEET F Mff�rl I- I 1=1 I L - -�--h , 2500 FBI COMPRESSIVE BUILT-UP COLUMN M I 1EE1 I TYP FOUNDATI FOOTING TO BEAR ON UNDISTURBED SOIL STRENGTH 0 25 DAYS., I 1EE1 I 1=1 1=Ed 1 t DETAILS) 1 Efl-Mri-Mi I M I 1EEl I 1=. 82 SPF OR GYP 2x,4 F`LATE �4GT5. UP TO 1&'-1 1/8" 02 SFF OR BY I= NOTE. MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS I I FE1 I IEI I 1�1 I 1��l I 1EEl I lEE (IF USED)WITHIN 8"OF BEARING WALL ENDS AND UJIT141N 5" OF DOOR OPENINGS IN BEARING BUILT-UP COLUMN 5UILT-UP COLUMN I I- WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. PLATE Hr PLATE Pa zT5. UP TO 12'-] 11011 SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. T.S. UP TO 20'-71" FASTEN WALL 5HEATHING-TO-1=05T W MIN ed'e, w r"4%,N TRADITIONAL METAL CONNECTOR WOOD-Tie ANCHORING RODS STI 12" O/C OR GYPSUM-TO-PC5T W/MIN 5d'e, 10 4" O/C p TIR,4DITIONAL METAL GONNECTOIR WOOD-Tie ANCHORING FRODS MULTI -STORY TYPICAL WALL SECTION -TYpICAL CONNECTION9 0 5TU MULTIPLE FLY POST CONNECTIONS t""F TYPICAL OPENING FRAMING DETAIL - C:OLUMN5, JAC<-TO-!��STU� TYF=ICAL GARAGE DOOR OPENING DETAIL -STI / 11211 , 11-011 ASSEM51-IES, CORNER, I OST, ETC 112" V-0" 112" V-011 OF 51-4EET5 5,5E Fop _To PRE-ENGI Tp or TU-'r r L E RICF XTE SHALL r 5 z �s N Wj _7 'r"T M, E 141 >< (2n.4 -2 SYF- SILL (Tyr.) 'N. 7 7 12--01 - I . I .1 0 . * � ; � a I � I . . ,! � . . I I - !� . as . . !I I : !I . . t! : : 0 - I. THIS DOCUMENT 15 AN 1� . LU . :; di - I . I 0 T _j INSTRUMENT OF - ; . . =3 ENGINEER'S SERVICE ; � . Q 5� () .: I FOR OTHERS FOR CON- � ,, 0) w : 11 M SITRUCTION OF PROJECT I ! 0 T � t : 111 U ly AS TITLED BELOW. i i . . Q _j � ! _, 0 . Z M >_ INFORMATION DERIVED . . 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I.. ".f: I I..P. -A-,.sVA..I,.­-­. . ­� - --__________ .4 if.'.. I; . !"-! . _1 ­_ . . L . . --.---------,_____________________- IIIIIIIIIIIIIIIIIII __ I .),ztA _ - '41 .. _11-i- . tsiI, 4101..L --__---------.-------. __ . . . . __ ______ . . - . -,1;.;�:--I_...*. ,,;1 --:� . - --:--- -,-- . . . . . ---------- I _� � -----.-- STIRUCTURAL EN&INEERING FOP, USE WITH - 1 1 a I . :I . - - I I TRUSSES BY BUILDERS FIRST SOURCE. -­... W`il IM I it' )� ! 0 1 - I \1 ­�Ihjjjj /// . I . - .. I . ­ � I ..�_� , 11\ C, �A� ... i . ��,�� k.6' . . I . . ,I . . N , ... fr.. �I,I I . . .. N ...!AiiI ,... I N . , :_,��%' J � - .0" . . . . ! . L �i I . . �,�,N_ � F1 I `*. I I : . . . _.Z� - .. � I ..... � i 0 I . I . . .._,,� ., � . I END ZONE PRESSURES Z - -,I i. IV. ,I� X+I � ,.- - .1. S I I .. . : . . . !.I . . :i ;-: 9.4i , Ili 1.4. -0 I .t II . . I , . . i . 0 ! -1 - . : I ... : :._1_11..... I . : . . . I 1. ­ 0111 , : . I i I . 0 CZMPONENTS 4 CLADDING MMSSLIRIES - IN PSI__ -, �ak, 0. )Sra- : 1. . 1 11 STRUCTURAL FL AN I :Ij�_ .. -'�; 156.�,y, ��- ! IWTE - . F 0 U N 11D) , TION FLAN ! OFN'G END-ZONES INTERIOR-ZONES ' I I . 4 I ;. . . AREA i?101 *.. .:.1�....* : - I I I (4) NEG.(-) 1��_ *'�...4 .... i !I . -oil FOS.(.)INEG.(-) FOS. � . 4%. � 51 11 �I 11 I '! 311ro = I . esA--) 11 .., ...... I lr�4, (" 4% 11- . = I qff I . .. i 311ro 0 !� . 0-20 o f 34.0 42b 34.0 36.2 .41;;��;-�,,�,,, �I.. I ,� � . I . -50 of 41� I ,%% I . 20 32B 40.6 351.1 � I! 3 2_r. ; it I 1 ! j 1 - ,.?%,1,-_ I it 110 ! ! 50-100 of 31.4 31B 31A 3310 � I . ;i ,___ _.L1- I � . >100 of I 300 355 30.0 32B " ; - - 120mph 05K4_55GCIII,z TO 30' : i PLAIS E3 D fRtII-1 I . WOOD*Tie I LEGEND . PL�N NOTES CONNECTIONS . NOTE TWAT CERTAIN WOOD-Tie RODS MAY BE DELETED FROM TWIS PROJECT BASED ON THE FOLLOWING: NON-LOAD BEARING WALLS . C:QNNEC:T0R METPOD OF ATTACHMENT END-ZONE COMPONENTS 4 I I TWAT ARE NOT A 5WEAR-WALL DO NOT REQUIRE WOOD-Tle ROD INSTALLATION. WALLS TWAT WAVE BECOME LOAD BEARING OR EX15TING ( ) 2x(b-I / 2 1% 'WEADER/5EAM CALL-OUT 1) SEE SHEETS STI AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND `;CLADDING PRESSURES APPLY SWEET LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST WAVE WOCD*Tie RODS INSTALLED AS FOLLOWS: I!j - 0 #4 DETAIL5. � MSTAI8 (14) 10d Commons/Total. - TO WINDOWS 4 DOORS IN - NUMBER OF KING STUDS EACW 51DE OF OPENING MSTA2 (16) 10cl CommonslTotal. WIGWLIGPTED AREAS - TYP. - L - OPENING THE X DIMENSION ILLUSTRATES O/C WCOMITle ROD TOLERANCE-95 __ NUMBER OF JACK STUDS EACW SIDE OF 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MST48 (48) 10dxl-1/2"/Tote 1. I - ? f;R0QF TfRUSS UPLIFT (LE36) W00E),Tie RO[)(5) � I EXTERIOR ! -TOLERANCES SIZE Of: HEADER MATERIAL LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, TWAT 15 CSI(O 1 (25) 8cl or (22) 10cl Commons/Total. -\TWE MEASUREMENT OFF THE E) I � 00-1000 ROD(S) Q 4' O/C (INTERIOR) OR ro' O/C (EXTERIOR). � SWOULD NOT NUMBER OF PLIES IN HEADER PROVIDED BY OTWER5. BUILDERS FIRST SOUCE OF JACKSONVILLE, INC SPI441615-02) 10dxl-1/211. . COF;N� ER Or- CORNER OF THE HOUSE WHERE , ADD (1) ROD ADJACENT TO ' 59. I DESIGN CENTER (BFSDC) 15 NOT RESPONSIBLE FOR TWE ACCURACY OF MTS12 (14) 10d Commons or 10clxl-1/2"/Total. . � 111001-201ro TRU, � 31-off 30-01, OVERRIDE ALL EXTERIOR HEADERS 1 (2;2X&-I/2 1 UNLESS NOTED OTHERWISE THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. POUSE END-ZONE (NOT INT-ZONE) � i 02011 4 GREATER CONSULT DESIGN CENTER. I ! ( X I WOOD-TIE __� - HTS20 (20) 1001 Commons or (24) 10clxl-1/2"/Total. (TYP) PRESSURES SHOULD BE USED. I I INTERIOR I ALL INTERIOR HEADERS I (2)2x(,-In UNLESS NOTED OTHERWISE i . I GUIDELINES P � LGT2 (14) Irod Sinkers/Each to Truss and Stud Column. ' ��� __ ! , OUTLINED ROPERLY RATED OPEN WES TRUSS WEADER MAY BE USED MGT (22) 10d Commons to Wood Member - 1/2" diameter or Larger Threaded Rod per Accompangin ; i WOOD-Tie ROD Lo ATION. t is X � DESIGN LOADS . Q 1111111111111111111111111 X AFFROXIMATE ; 1 2._24 IN LIEU OF SPECIFIED HEADER . ; 21-0 � BELOW Note on Page 51. I . I ;< i I � A. GRAVITY LOADS: - ; .1 - - - -I ANY WEADER MAY BE REPLACED WITH ONE OF GREATER DEPTW B. LATERAL LOADS WGT-2/3 (5) 10cl to Truss - 1/211 diameter or Larger Threaded Rod per Accompan�ing Note on Page 51 - IIIIIIIIIIIIIIIIIIIIIIIIIIIII I RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AN� DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED ROOF: LOAD TOP CHORD-LL-20FSF DL-'lFBF WIND LOAD - 120 MPW WGT-4 0(0) lod to Truss - 1/211 diameter or Larger Thr�acled Rod per Accompanging Note on Page 51. I _, 07WERWISE PROPER O/C SPACING (4-0" INTERIOR, ro'-O" EXTERIO ) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD BE LOCATED AT SWO SWEARWALL SEGMENT - REFER TO DETAIL F/STl AND/OR D/STI BOT CWORD_LL=I0P9F DL=5PSF- SEISMIC ZONE - I HTTI& (18) I(od Sinkers to Wood Member - 1/2" dimaeter or Larger Threaded Rod per Accompan�lng �� ! I OAD DL=15 FBF . IIIIIIIIIIIIIIIIIIIIIIIIIIIIII i . CORNERS, PLATE WEIGHT CWANGE5 AND AT EACW END OF EACH 5 EAR WALL (UNLESS REPLACED WITH APPROVED WOLD-DOLLIN5 PER FLOOR L Note on Page 51. � DETAIL E/STI). RODS SHOWN IN CORNERS MAY BE LOCATED TO El WER SIDE (WITHIN 4i) OF f ROPERLY CONSTRUCTED CORNER F-05T OR APPROXIMATE WOOD,Tle LOCATION . WTT22 (32) frod Sinkers to Wood Member - 1/2" dimaeter or Larger Threaded Rod per Accompanging __ IIIIIIIIIIIIIIIIIIIIIIIIIII , : . X SEE WOOD,Tle SECTION � � . I OTWER SOLID FRAMING. i ji I I I . Note on Page 51. IIIIIIIIIIIIIIIIIIIIIIIIIIIIII ! i � i ! �. I . ! . I . 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