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Barefoot Trace 2317 (3) • ON 0 INDEX OF DRAWINGS . o :� Q • opo, o T- 1 INDEX OF DRAWINGS O C1 SITE PLAN I W Al FOUNDATION FLOOR TRUSSES I, A2 EXISTING FLOOR PLAN M DEMO PLAN oM NEW FLOOR PLAN A3 ELEVATIONS w � D1 TYPICAL SECTION pq E1 NEW ELECTRICAL PLAN j S- 1 STRUCTURAL PALN 0 ON cd I � I i I I ^ w 3•• � W o N M O LLLL L/ �. / N ILjLFF 114, 11 11 1 d- / Irk / % r �t v 4�p4t t oppq'�b4Q r--i aonino, rtubdiviolon and other toast land --1 / / approval facer ill g3®issuance oapatute mf4es�Compliatnao — ' — — Wth Florida Bulidino Cod*and all other applicable — — — / — — — — 7/— — — — ;' —�—� — — ioCPei.64®49 and Federal pcsrmthtn0 requirements must h®vatitd by oignatura of that City of Atlantis PT..f Beach f luildinGWIdIM9 Perm i� lm101�9ttatt`f9�f i8 i�>l0t".mA R7t o mmqt evpmsn 0 2✓f -2 Uv3-/7 CITY OF ATLANTIC BEACH arab BI i'I F;I N r; a, 7r;•;\IIN`7 IL MAR 0 1 2004 • Drawings By:LEI David Willis APPLICABLE ' CODES : CAD Drafting FLORIDA BUILDING CODE — 2 0 01 1031 N. 21st Street FLORIDA FIRE PREVENTION CODE — 2001 ax Beach, FL 32250 (904) 249-4040 NATIONAL ELECTRICAL CODE - 1999 3 n I I I f I ob ,F. Ili TYPE OF CONSTRUCTION : VI J188. OCCUPANCY CLASS : GROUP R —3 RESIDENTIAL BUILDING HEIGHT : 25 ' - 10 " CITY..PpR©`� � Date: BUILDING OFu YQ c` 0 2/17/0 4 Sheet #. III . rn 48 . 77 ' N 50 .01 _ •Cd o, QU ■ I U O • Z • I � M N � o 30' i p I ' I Family Room ' ■ I I • I I ■ I Kitchen • EXISTIING HOUSE I I ■ aI BR#3 _ AREA OR REVO➢ I ' Foyer e I • U 1-+ d' . ._� p N Dining oCOO n RTAM I VJ o f Gi7 10•4 ..TR I r� MMn L3Ji BR#2 ,L I I V ■ � I I � N Gera'e I I I I I I I I I (OCEAL`�WA ct — - - - ■ ���- C BCH• I O _,,R cATZANTI 5' � 2 con ■ LOT 60, OCEAN WALK UNIT • AS RECORDED IN PLAT BOOK 42, PAGES 13 — 13D, Z OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ■ _ �. DRAINAGE ■ - CH=340WATER FLOW FOR DRAINAGE — . '', '� — ' - 35 821 COVERAGE: �I HOUSE C11=1( . $' EXISTING HOUSE AND GARAGE 3,819 Drawings By: EXISTING DRIVEWAY & WALKS 1,263 NEW ADDITIONAL GARAGE 304 David Willis NEW ADDITIONA DRIVEWAY 265 CAD Drafting TOTAL COVERED AREA 5,651 1031 N. 21st Street LOT AREA 15,441 Jax Beach, FL 32250 904 PRECENTAGE OF COVERAGE 36.6% ry 249-4040 0ory it Job #: PLAN NOTE: 188NEWSITE SETBACKS: OCEAWALK ARB 35' FRONT Date: SCALL": 1/10" — 1'-0" CITY OF ATLANTIC BEACH 25' FRONT .5' SIDE 02/17/04 30' REAR Sheet #: I I. I I I d- r , � o 0 / j O W N ; oma ' e / o - o U N N / FoyeE-0 .2.r4- 0 111 � rr- -1 / STAIRS: I / 16 RISERS @ 7.37"f J xxTREAE S @ 10" IIF -] I I LTJ I # LL Jto 00 00 W L / 2NDi FLOOR AREA / I ` v o N! % ,. 4K2 FLOOR TRUSSES w/ 3/4 / d- / T&G FLOORING II o SEE TRUSS MFR. FOR DETAILS U i rr ll un o � LI, N i I I / EM ENVDO C E 0 �NIN ! I •�"'� j FIN.FLOOR BRICK VENEER ON CONCRETE FOOTING II II . . 03 ELEV.=MATCH EXISTING �T . GARAGE FLOOR I I 1+1 SLOPE FLOOR Co 8,.C.M.U. FOUNDATION STEM WALL 'rom I I NEW 3RD CAR GARAGE I I ON CONCRETE FOOTING u MM (SEE STRUCTURAL DETAILS) I F� STOEM WALL FOUNDATION ON GRADE CONCRETE SLAB w/WWM 6x6, OR FIBER MESH ADDITIVE, OVER 6 MIL. VAPOR BARRIER ON COMPACTED, TERMITE TREATED FILL TYPICAL - H 0 SEE STRUCTURAL DETAILS) � I I I � � — _ —� �� =�I w A. 2'—1 i Drawings By: David Willis s'-5" — 10'=1" — 6'-5" CAD Drafting 22'-11 1031 N. 21st Street ax Beach, FL 32250 FLOOR AREA ROOF DOWN VIEW 904 249-4040 NOTE: SCALE: 1/8" - 1 -0 SCALE: 1/8" - 1 -0 SEE STRUCTURAL DETAILS FOR Job #: ALL FOUNDATION DETAILS 188 Date: µ FOUNDATION PLAN 02/17/04 Sheet #: SCALE: 1/4" = 1'-0" I Al ! j Family Room ! aA C 1 / itehe I x / �/ II 22 19' M ARE OF M EL / / -/2' I O / ' / 61 3' 611 131 311 v' � o , / oED V/ U / o_ L 5o6s 5o6e r--� Foyer o / ,/ New BR # 4 �, IN PLLj00 111 rr —1Ono / I i I 0 STAIRS: i - !, ' r / Stora e 16 RISERS 7.37"± lD I @ � _ xxTRE S @ 10" / / Closet I Cos t BR # A / 00 (0 00 O — — :' I �— / 0 r co w ` to cc I� N W I / con Io n � W C� 0 u 1 » 1 » 11 N g 63-2 '3 6 3 6 - I in O � N M o T I - M O LO 8 U / ! / o (D o O O\ _ U W g1- -6- 00 '-6 0 0 N I � � / Con r i , _ nC 4'-10».. i are/ New BR # 5 1 N i 266 / C' j < N L0 e i /, o oft I I � - ' � Kid s�V m ,S/T 00o — N •JJ to o, er/ o x� I I o I I >0 TNEW 3RD CAR GARAGE I I z pq �LL 1 0 0 SH 3o5o HI 4o e �: � � 11 � a / , I --- - — — — —L— 31-311 1_311 3'-2'F / I7 1 11 3050 SH 305o SH 3 -2 3 -3 a�e 51_0211 51_0211 6'-5" 10'-1" 6'-511 Drawings By: F _ _ — _ David Willis 6'-5" 10'-1" 6'-5" 22'-11" CAD Drafting 22'-11 1031 N. 21st Street ax Beach, FL 32250 / NOTE : (904) 249-4040 1 . ALTHOUGH GREAT EFFORT HAS BEEN Job #: TAKEN TO 'ACCURATELY REPRESENT THE - EXISTING (BUILDING AND THE PROPOSED 88 ADDITION; IT IS THE SOLE Date: EXISTING FLOOR PLAN R�EMODELED I ST FLOOR RESPONSIBILITY OF THE CONTRACTOR TO NEW 2ND FLOOR PLAN 02/17/04 FIELD VERIFY ALL DIMENSIONS. „ _ ', „ „ _ , „' Sheet SCALE: 1/8 1 -0 SCALE: 1/4" = 1 -011 SCALE: 1/4 — 1 -0; #' A2 o � � o CIS ' N N •� j Q P47Z 74 ./ MATCH EXISTING AREA OF ADDITION —ROOF - / j � M EXISTING LEFT SIDE ELEVATION o M IIIH ICH EXISTING 4IIIII III Hill O ROOF ''d - t SCALE: 1/8it — 1 -0 n ., U 0IM71 111111111111 ui TOP OF PLATE Cd XISTING = M i FINFLOOR � I� rn i BRICK H 'i FIN.FLOOR �j M H _ O ELEV. 0 0 LINE OF EXISTING BLDNG I0N O C N i' CIO O O Fl LEFT SIDE ELEVATIONW _ t U SCALE: 1/4tt — 1 -0tt U N O W AREA OF ADDITION i / MATCH EXISTING ROOF PLATE . LLI 00 Zi 305o sH 3o5o sH ikFIN.FLOOR EXISTING FRONT ELEVATION i ,' : - TOP OFPLATE - / SCALE' 1/8" - 1 -0 A � / Q / 00 Drawings By; Ll CAD Drafting 1031 N. 21st Street - - - - — _Z/_ — — /— / - - — — - -� — - - — — — — L — � — - - FIN.FLOOR /- , — — ELEV.=0' ax Beach, FL 32250 (904) 249-4040 Job #: 188 RONT ELEVATION gate: NEW 02/17/04 SCALE: 1/4" = 1t-Ott Sheet #: A3 . 1 I CIA N •> o AREA OF ADDITION / MATCH EXISTING ROOF MATCH EXISTING M M r N ROOF LL IJN� ['� M ; oma �+ w o U , 1 —S U 1111111111 TOP OF PLATE D 0 HS7// N MATCH EXISTING I 2 —1 ROOF Lil 3o5QsH 305o sH' - 305o sH / 01 FIN.FLOOR �, IJ011 I I 1 1111 1 111111 / TOP OF PLATE mKr l i � MATCH EXISTIYG 00 BRICK � O •'0,o=.VaSa - - N-EW LINE OF EXISTING BLDNG Uj ►� d- oN NEW RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" ch jj II pQ / i r� it 2e e5o - I 0 EXISTING RIGHT SIDE ELEVATION SCALE: 1/8" = 1'-0" ai Z 4J I i Drawings By: David Willis CAD Drafting 1031 N. 21st Street ax Beach, FL 32250 (904) 249-4040 Job #: 188 Date: I 02/17/04 Sheet #: II i Q 1 8 40 12 7 /2" ROOF SHEATHING O SEE STRUCTURAL DETAILS) O RE—ENGINEEREED ROOF TRUSSES W SEE TRUSS ENGINEERING) URRICANE STRAP AS PER CONNECTOR SCHEDULE SEE STRUCTURAL DETAILS) M M N M O N MATCH EXISTING FASCIA fi+ I % I � O n 5/8" DRYWALL -CIELING r v U . R-30 INSULATION MATCH EXISTING SOFFIT M N NEW _j 00I 1/2" GYPSUM—BOARD V (TYP.) R-11 BATT INSULATION 2 x 4 STUDS ® 16"O.C. 1/2" ROOF SHEATHING ^ W TYPICAL ALL EXTERIOR WALLS (SEE STRUCTURAL DETAILS) W E-a SHAKE SIDING CA 20" 4x2 FLOOR TRUSS SYSTEM PRE—ENGINEEREED ROOF TRUSSES W/ 3/4' T&G PLYWOOD FLOORING (SEE TRUSS ENGINEERING) O A N HURRICANE STRAP AS PER CONNECTOR SCHEDULE M O (SEE STRUCTURAL DETAILS M MATCH EXISTING ) x p 1/2 WALL SHEATHING (SEE STRUCTURAL DETAILS) I 5 X 5 FLASHING CD 2 —1 0000 21 -13 9 H "—EXISTING 6" EAVE METAL 5/8" DRYWALL CIELING V � N '*" EXISTING 2x8 FASCIA O EXISTING 3" R-30 INSULATION M F+i e PLYWOOD SOFFIT 1/2" GYPSUM-BOARD M BO / ARD ' M ATCH EXISTING OVERHANG ANG AND SOFFIT IT (TY P.) NEW GARAGE 1/2 WALL SHEATHING 00 EXISTING oo (SEE STRUCTURAL DETAILS i R-11 BATT INSULATION TYPICAL ALL EXTERIOR WALLS C r� ' 2 x 4 STUDS @ 16"O.C. C.M.U. STEM WALL FILLED WITH CONCRETE (SEE STRUCTURAL DETAILS) 5 'AW rr�N H CONTINUOUS CONCRETE FOOTING 2x4 P.T. SHOE w/ SEAL SILL (SEE STRUCTURAL DETAILS) BETWEEN SLAB AND SHOE °. ... .. ..d ........ ........... °a o \ \ \ \ X/ \ \// \ \ \ \i /\�\ / \ \\/\\ David Willis %//////////% CAD Drafting 1031 N. 21st Street ax Beach, FL 32250 (904) 249-4040 Job #: 188 - TYPICAL WALL SECTIONNEWIGARAGEDate: WALL SECTION SCALE: 3/4"=1' 02/17/04 'SCALE: 3/4"=1' Sheet #: D1 I i Family Room ren / / i M N / O M ARE OF R$ 10 EL / ° col : — — — — — — — 0 N / x: w - 0- 1 r--� ` _ o o � I New BR # 4 N LEGEND / i ► IZ 0 1 w ,o ONE PH STAIRS II p TELEPHONE OUTLET o N RISERS 7.37"f stora e m @ g xxTRE S 10" i C.A.T.V. OUTLET r�r = @ doset ' $ ,SINGLE POLE LIGHT SWITCH / o i I U $ SWITCH w/ DIMMER �-�- — J � `i I `'� I ► "' I3 WAY SWITCH 49 C 1 1 h W CEILING LIGHT .:.: CIN WALL SCONCE LIGHT 11011 RECESSED CAN LIGHT P�0 0 SMOKE DETECTOR -- q N 0 s.n. M O .WALL OUTLET C', ® M / ; :: qpi G9 G I OUTLET d' U 220 VOLT OUTLET 220V ON EXHAUST FAN � i � � � O UST FAN W LIGHT / / `\ O EXHAUST /' � W svz CEILING MOUNTED HANGING LIGHT V i Hanging 9 9 0 Light / d' O i BR # 5 I New � CEILING FAN /Y1 4120:- 1-1p CEILING FAN W/ LIGHT Of Kid's`TVj o m WIRED FOR FUTUREE FANLIGHT ONLY i � � I T J � DOUBLE 4 FLOUR ESCENT • 2 X 4 SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE / o w � w ® UNDER-CABINET FLUORESCENT LIGHT LO 0 LOCbm I r, SP STEREO SPEAKER � o CD U o MM �1 STEREO VOLUMN CONTROL c. ! I o 5, I CD : CD 0 NOTE : I — — I I MEW I 1 . PROVIDE AFCI S (ARCH-FAULT _ CIRCUIT INTERRUPTERS IN ALL DWELLING UNIT BEDROOMS PER NEC ARTICLE 210-12) it Drawings By: David Willis 2 . ALL SMOKE DETECTORS ARE TO BE — — — — — HARDWIRED AND INTERCONNECTED. ' CAD Drafting 1031 N. 21st Street l ax Beach, FL 32250 (904) 249-4040 Job #: NEW I st FL ELECTRICIAL PLAN 188 NEW nd FL ELECTRICIAL PLAN ! I Date: I ! SCALE: 1/4" 1'-0" 02/17/04 SCALE: 1/4" = 1'-0 Sheet #: i I E1 i i II j DESIGN CRITERIA AND LOADS LEGEND AND FRAMING NOTES: Building Code THRIEADED ROD EM IEDMENT REO -,;,• INTERIOR HEARING WALL 2001 Ffo-rida Building Code -6 TYPICAL EMBEDMENT■ 7" i SHEARWALL ENDS- 12" Code for CDesign Loads } STEMWALL REINFORCEMENT OTHERS AS NOTED ON DETAILS HEADER FRAMING ANSI/ASCE I-98 UP TO 6 COURSES: 04 VERT. •m 48" O.C. all CMU J-E31-OCK W/CU w.) CONT. M '1 TO 10 COURSES: 04 VERT. a 24" O.C. (2)2x6-1/2 I. HEADER/BEAM CALL-OUT g CCd= 125) ^¢ 11 TO 12 COURSES: 04 VERT a 8" O.C. VERT. REINFORCEMENT TO HAVE 12" Roof Loading NUMBER OF KING STUDS EACH SIDE OF OPENING; N Tap Chord Diad Load '1 Def 61 � STEMWALLS OVER 6 COURSES TO HAVE BEND m TOP AND 9" BEND a BOTTOM NUMBER OF JACK STUDS EACH SiDE OF OPENING To Chord Live Load 20 6f C4 TRUSS TYPE',HORIZ. JOINT RE INF BETWEEN EVERY OTHER COURSE. 6x6-WIA x WIA wuF SIZE OF HEADER MATERIAL (NO. 2 SYP) Bottom Chord Dead Load 5 per = — — — — 411 NUMBER OF PLIES IN HEADER Bottom Chord Live Load 10 per � GRADE $° MIN L. \�/\\/\�/\\\\\/�\\��/. —r o ALL HEADED JACKS AND KINGS SHALL BE FASTENED TO j \ \/�\ EACH OTHER WITH (8)126. O_ /�\\/\�j�\j \>� CAST-IN-PLACE FOOTING SPECSo IF BUTT JOINT IN PLATE OCCURS OVER HEADER, CONNECT pE3L Floor Loading (Cdr 1,0(6) w \/ I-STORY: 8 x 16 W/(2) 4 CONT. TOP PLATE TO HEADER WITH SPH4/6 W/00)Sd EACH SIDE OF top Chord )lead Load 10 per 2-5TORY: 10" x 20" W/(3)04 OR (2) 05 Top Chord Live Load 40 per I' II II r L •,• 4: •° o WINDOW OPENINGS 6' AND GREATER REQUIRE 1/2" ANCHOR BOLTS Bottom Chord Dead Load 5 per DLII-U SPECIAL CARE SHOULD 5E EXERCISED •• • 3-STORY: 12" x 24" W/(3) 4 OR (2) +'5 OR REDHEADS W/ 1-1/2" DIA WASHERS AT 48" ON CENTER UNDER WINDOW CONNECTING BOTTOM PLATE TO SLAB. Bottom Chord Live Load 0 per RY CONTRACTOR WHEN BACK FILLING I . .'�' ••• . �•"•• BEHIND A STEMWALL, PARTICULARLY L \ \/` FOOTING t0 BEAR ON o IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD WHEN IT 15 OVER 4 COURSES HIGH. FIRM UNDISTURBED SOIL SHOULD THIS CONDITION EXiST, RECOMMENDATIONS MAY BE OBTAINED Wired Loading (Cd= 1.60) (Yl FROM THE ENGINEER OF RECORD. 4 OPT. BRICK LEDGE NOTED ON FNp PLAN -IiCFH U1�� IST CONNECTIONS ASCE '1-S6, 3s Gust 120 MPH Exposure Cate or C CV 19 g y PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN, Importance Factor 1.0 CMU STEMUI�4LL SECTION 1 CONI BRCS FOR LVL O NUMBER Cr- STUDS EQUALS NUMBER OF PLiES IN TRUSS (UNO). c(1 CONNECT TRUSS To TOP PLATE WITH (2)LGT2 W/(28)16ci SINKERS Building Category 11 OR (3)HTS W/(20)10d. iF USING LGT2 ON SINGLE PLY TRUSS, Partia Ily Enclosed APPLY 48" LONG SCAB To BOTTOM CHORD AT 5RG W/ll6)I6d. Interior Pressure Coeff 0.55 Q PLACE ATC WITHIN 3" OF STUD GROUP, CaC Design Pressures (see table 1) LL 1L EMBED ALL-THREAD 12" IN STEMWALL APPLICATION. SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3,2000 UPLIFT (Cd=1.60) ACCEPTABLE IF APPROVED BY EOR 16° x 23' LONG MICROLLAM TABLE 1 COMPONENT AND CLADDING LH PLACE STUB GROUP UNDER TRUSS SPECIFIED ON PLAN. a 6u 04 W/9" BEND BOTTOM 60" O.G. 2 I \\\ 11 3 O NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSv (UNO). DESIGN PRESSURES Ij HGU8212-2 2 CONNECT TRU55 TO TOP PLATE WITH (1)LGT2 WK28)l6d SINKERS Xon® OR (2)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TSS esignatian Interior zon® End zone ' VARIES 02)2X12 APPLY 48" LONG SCAB TO BOTTOM CHORD AT MPG W/06)16d. EFFectrve (per) (psf) 8" MIN �� I C Wtnd Area ° _ y PLACE ATC WITHIN 3" OF STUD GROUP. i I rD _ 2rd sq. et. +$S ' 4 11- 'I — EMBED ALL-THREAD 7" IN STEMWALL APPLICATION !` i' ��I I SUBSTITUTION OF TRUSS t0 PLATE CONNECTOR RATED FOR 1,7850 -51 +�18 -(00 \\I xIo-WIA x WIA WWF I I II � UPLIFT (Cd=1.60)ACCEPTABLE IF APPROVED BY EOR 1� L•- �. I II -$9 4(o -5-i i•i WATERPROOF BARRIER l I L g PLACE STUD GROUP UNDER TRU38 SPECIFIED ON PL 4N. 6 OPT. EXTENSION b ? ® NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRU58 (UNO). IN'BRICK LOCATIONS (2�'4 CONT FOR b=12" UNDER i STORY WALL Il 51 - 100 sq. ft. +43 _$g +43 -52 ON FIND PLAN (3)04 CONT FOR b■16" UNDER 2 STORY WALL C1 I CONNECT TRU38 TO STUD GROUP WITH (2)LGT2 W/(28)l�oci SINKERS OR (3)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUS5, I. I APPLY 48" LONG SCAB TO BOTTOM CHORD AT SRG W/06)16d. 101 - 200 sq.ft. +$2 -4E7 +$2 -4,B CONNECT STUD GROUP TO BEAM BELOW WITH (3x'1STA24 WK18)10d C,4RACxE EXT WALL CURB SECTION 2 I i SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3,2000 IN LIEU OF BENT VERTICAL BARS, CONTRACTOR MAY -- I UPLIFT (Cd=.1.60) ACCEPTABLE IF APPROVED BY EOR SEE FRAMING PLANS: iZ■INTERIOR ZONE, EZoEND ZONE INSTALL 1/2" ANCHOR BOLTS WITH 12" EMBEDMENT AT 48" 'O.0 FOR BOTTOM PLATE ANCHORAGE j PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). I q- - —— — — — -� I CONNECT TRU85 TO STUD GROUP WiTH (ULCzT2 W/(28)16'd SINKERS FOUNDATION I�1O I 1. OR (2)NT5 W/(20)10d. IF USING LGT2 ON SINGLE PLY T . 55, REUSE EXIST HEADER APPLY 48" LONG SCAB TO BOTTOM CHORD AT BR&W/C16)I(od. IZ CONNECT STUD GROUP TO BEAM BELOW WITH (2XI$T,424 W/018)106 W SUBSTITUTION OF TRUSS to PLATE CONNECTOR RATED FOR 1,785 1. Concrete compressive strength for footings= UPLIFT (Cd=1b0) ACCEPTABLE IF APPROVED BY EOR 2,500 psi at 2a days (UNO). ***CONTR, CTO ' WARE *** I I l j 2. Concrete compressive strength for slab = 2,500 THIS FOUNDATION PLAN AND THE REMAINDER OF I I ! psi at 25 days CUNO). � — 1 CONNECT FIfi�ST I=LooR TOP PL SHEARUJ,4LLS 3. ,411 reinforcing steel #3 and bigger shall be THESE DRAWINGS WERE PREPARED FROM AUTOCAD — — ? TO SLAB WITH ,ATC AT INDICATED g gg E FILES THAT WERE SUPPLIED BY THE DESIGNER. END OF HEADER. SI.0 FASTEN '1/16" OSB TO FRAMING WITH ad AT 3" ON CENTER ON EDGE ASTM A�15 grade $P� deformed bars lUNO�. Ci THOUGH A REASONABLE EFFORT WAS MADE eY THE AND 12" ON CENTER IN THE FIELD. $. All reinforcing steel shall have 90 degree bend / ENGINEER OF RECORD TO CONFIRM THE ACCURACY PLACE DBL STUDS AT EACH END of SHEARWALL. at corners with a 25" la OF THE DIMENSIONS SHOWN HERE, CONTRACTOR 15 PLACE (1) ATC WITHIN 3:' OF END OF SHEARWALL. FOR STEMWALL ! p' ca CAUTIONED TO CONFIRM THE DIMENSIONS OF THE AND BOND BEAM APPLICATIONS, ATC's AT SHEARW4LL ENDS MUST 5. Fibermesh is an acceptable alternative and shall FOUNDATION PLAN AGAINST THOSE REPORTED ON HAVE A 12" EMBEDMENT, not regUlre UJU1F. r THE ARCHITECTURAL DRAWINGS PRIOR TO POURING (o. This foundation was designed for use on THE FOUNDATION CONCRETE. NOTE: REUSE EXIST HEADER g -0 � .� BRICK VENEER SIDING fZ relatively level terrain with n0 sudden changes In U O HORIZONTAL TIES M 30" O.C. soil conditions (either material composition or 3 VERTICAL TIES 14° O.C. ! elevation) within 15 feet of the foundation WEEP HOLES -W 45" O.C. v'TRl.1�-�"1.1RL. �0`�' C`7: j footprint. Should the contractor find that the Supporting material is not relative) homogeneous (-r- CONFIRM EXIST GARAGE DOOR 6"x8" DEEP THICKENED EDGE N0.2 SYR BEARING BLOCK pp g y g BRICK OVER OPENINGS II HEADER 18 35" x 16" MICROLLAM AA W1(I)#4 CONT � FASTENED TRd. 5 W/126 within that area or that there are retaining walls or TO BE SUPPORTED WITH I OR EQUAL W/ (2) JACKS AND l4J COMMON NAILS. USE (2) other sudden changes in elevation within the (� {— L38 x 35 x I/4 STEEL II KINGS EACH SIDE of OPENING. ROWS .0 3" o.GJFOR 2x4 described area, contact the engineer Of record ANGLE (UNO) II IZ A5 12" DEEP FTG W/04 ia" BLOCK OR l3)ROWS 3" for consultation prior to concrete placement. EW UNDER BOX COLUMN O.C.FOR 2x6 BLOCK. II 1. Earth fill supporting slabs on grade shall be free of organic material and cohesive soils. Ir 11 �- X I t" a L55 x 3.5 x V4 (LLV) STEEL II 16°5Qx12° DEEP FTG W/ U TOP PLATE SPLICE5 TO BE', Compact the fill in 12" lifts to at least 95% of ANGLE OVER GARAGE I I Ar, (3 $ EW BRIDGED W/(2)rtSTA24 W/018) Concttraled ctorProctor Maximum or homeowner shall emmeloit the services N 10d COMMON EACH, (U y y, The �� L�— — STRAP EACH FACE OF WALL. I -- p a4"8Qxa0" DEEP F-ra W/ �{ of a registered Florida geotechnical engineer to 0 (3)''$ EW K FASTEN MEMBrzR TO HEADER confirm that the subject site is suitable to support 0 OR BEAM W/HTS W/(20) 106 ', the proposed structure" Geotechnical engineer 30"SQx20" DEEP FTG W/ OR EQUAL CONNECTOR shal�serve as delegated engineer and shall AE ($)0$ EW APPROVED B I EOR,RATED perform subsurface Investigations in pursuit of FOR 1,4500 UP' IFT (Cd.1.60) p g Idata required by ro1G15-31.,x08 F.A.C.. 36"SQx20" DEEP FTG W/ r TIE NEW FOOTING TO FASTEN MEMBE To HEADER 6. Stemwa lis over $ courses tall require special l$ $ EW L OR BEAM WK2ATS W/(20) attention to bracingduring construction. Contact EXIST WITH C2)0$ 10d EACH OR EQUAL engineer Of record if this condition exists. x 24" LONG EPDXIED TIE NEW FOOLING TO g & 8" DEEP INTO EXISTING EXIST WITH (2) 15 FOOTING x a4" LONG EPDXIED 48"SQx24" DEEP FTG W/ CONNECTOR �hPROVED BY 9, To control cracking in the slab, cut 1" dee saw 8" DEEP INTO EXISTING REUSE EXIST HEADER A C5�'4 EW,TaB EOR, RATED F R 2,9000 g p FOOTING UPLIFT (ca=16 ) cuts in a 15 x 15 grid throughout the slab within 12 �I hours of concrete placement. _ — -- — — — — — — — — — — — — — — — —— — — — /*�\ 1a2EPDXIEDW/2' SQUAREDRILLED OR BEAM W/(3 ITS W/020) R 10. Do not scale footing dimensions and locations FASTEN MEMS t0 HEADE _ _ _ _ from the Foundation Plan. Do not determine -' WASHER MIN. 6" EMBEDMENT loci EACH OR LUAL footing location from architectural plans or REQUIRED o EACH END CONNECTOR A,�iPRou1=D BY Framing Plan. If footing size or location is not OF OPENING EOR, RACED F R 43x0» determinate from use of Foundation Plan alone, 1L PROVIDE I/4" I 3S" x 11.25" MICROLLAM UPLIFT CCd=1.6� ) EXPANSION contact the engineer of record. JOINT BETWEEN I l2) JACKS l3)KINGS NEW AND EXIST I EZ 11. Simpson Strong-Tie Acrylic Tie (REPORT CONCRETE 3 ER-5-f91) shall be used in ail drilled and epoxied "x8" THICKENED EDGE I _ connections to concrete. Anchor bolt, threaded W/#5 CONTINUOUS I 7 @ m I ! or doweled reinforcing steel must be embedded m 5.25" x 16" x 23' LONG MICROLLAM 2 to the specified depth, in a hole drilled 1/1�," 3 zzXXz1///// 1111111111111117 77777777777777/7/7,:,1 greater than the diameter of the anchor. - HGu541a HGus412 Manufacturer's specifications must be followed for Z �� proper installation. X U 3.5" x 16" MICROLLAM x W (OPT) 2 _i_ � I ILII cn� 4r , (2nx6-ire - - - - - - - - - - - 5W 1z Sw PROVIDE DBL 2x4 8YP CROSS PLATE BETWEEN WINDOW AND TRANSOM.FASTEN EACH END Drawings By: 22'-11" OF CROs PLATE TO STUDS DaU1C� Willis WITH (3)126 TOE NAILS EACH PLATE. CCD Drafting 1031 N. 21st Street STRUCTURAL ENGINEER: ax Beach FL 32250 BWi Consulting Inc. FBPE CA No. 9338 A (904) 249-4040 PO Box 51604, 0 \ T Jacksonville Beach,FL, 32240 Consulting Ine f=LAN (904 geBel13 Job #: . SWICansulting�Bellsouth,net SCALE: 1/4.11 II-011 IeT F WALL � ��� � I �� FLAN THESE STRUCTURAL DRAWINGS � G /� ,{ WERE PREPARED FOR THE ,� ,�� Date: S�i+='eL 1�`t II V-011 CONSTRUCTION OF THE PROJECT 1 . I °f � v� DESCRIBED IN THIS TITLE BLOCK \..� a 02/2a/04 x/04 AND ARE INTENDED FOR USE EsY `46aQ x ` A L ICEN6ED CONTRACTOR.DO Y•_. 7 t Sheet NOT PERMIT CONSTRUCTION s 0 Cf pt j WITH THESE PLANS BY AN Wa.r�� cC .rin•1v w OWNER-BUILDER OR OTHER ,(d�i�$i��.�.��'. UNLICEN6ED BUILDER. 2,, i s i i I I ! ; I i I DESIGN CRITERIA AND LOADS IBullclinCode 2200 l=lorida Building Code Code for Loads Design > i I I I - - - - - - - - -- - - - - - - - � I o II II - - - - - - - - - -- - - - - - - I -� Roof Loading (Col= 1.25) Top Chord Dead Load Z per 0 Q1 II II II '- - — — — — Top Chord live Load 20 par Q1 bottom Chord Dead Load 5psf ` Bottom Chord Live Load 10 per �9 II Floor Loading (Cd= 1.00) k Top Chord Dead Load 10 per Tap Chord Live Load 40 per I I I I I Bottom Chord Dead Load 5 per Bottom Chord Live Load 0 per — — —— — — — — — — —// Wind Loading. (Col= 1.60) � (Yl — — — — — — — — — — --- IIII ASCE "i-98, Be, Gust 120 MPH N Exposure Category C Importance Factor 10 II N II ` m Building Category II N (� Partially Enclosed Interior Pressure Coeff 055 --� C4C Design Pressures (see table 1) 1-L IL TAIBLE 1 COMPONENT AND CLADDING I 1 \\ DESIGN PRESSURES U !; ® � ®- ® •• ealgnet(o Interior zone End zone ® -x-► 1 Effective (pot) (pot) wind Area u I I r6 Iz O I I 0 - am sq.ft. +48 -51 +45 -(00 al - 50 sq.ft. +.46 -49 +4(o -57 t h `- .�- ;I 100 sq.ft. +43 -48 +43 -52 I O — III 101 - 200 scl.ft. +42 -45 +42 -49 i' SEE FRAMING PLANS: IZ■INTERIOR ZONE, EZ-END ZONE hh f I I CONNECT HEADER KINGS T' - - - - - - TOP I ILLATE W/SPH4 L- - - -- ==_ — AND PTO HEADER BELOW UJ! CSIG� w/(18)10e1. STRAP KINGS LEGEND AND F ,4 1 INC:; NOTEe. +- 21 M ED CID uI MM AT INDICATED END OF HEADER w r. I _- :� r., INTERIOR BEARING WALL w t II - - � I ONLY. z lZ 1-IADERR,4MiNG I (2)2x6-1/2 c� (2r2x6-1/2 - HEADER/1.3EAM CALL-OUT NUMBER o1= KING STUDS EACH SIDE OF: OPENING " NUMBER OF JACK STUDS EACH 510E OF OPENING SIZE OF HEADER MATERIAL (NO.2 SYP) NUMBER OF PLIES IN HEADER tYl On M ® E301En ® En =1MC3MM ® Im unMMMM w EDImMMEmEDM M � IZ o ALL HEADER JACKS AND KINGS SHALL BE FASTENED TO ® 1 EACH OTHER WITH (8)12d. �— (2)2x6-1/2 I u IF BUTT JOINT IN PLATE OCCURS OVER HEADER, CONNECT DBL TOP PLATE TO HEADER WITH SPH4/6 WKIO)Sd EACH SIDE OF (� BUTT JOINT. o u WINDOW OPENINGS 6' AND GREATER REQUIRE 1/2" ANCHOR BOLTS OR REDHEADS W/ I-1/2" DIA WASHERS AT 48" ON CENTER UNDER WINDOW � CONNECTING BOTTOM PLATE TO SLAB. n11 r — — — = In ED � M M � m M � ® � M � � ® M � 8 e m � � � M � � � M = j o IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD mcm ® caE � E C3oM03ImEncumcmMEMEMMI� IZ L CONNECT HEADER KINGS To HIGH UPL IST CONNECTIONS 2x12 PT No.2 SYP I TOP PLATE LU/SPH4 UJK10)Sci (2)2x -v2 — x 9' LONG WITH 11 AND TO HEADER BELOW UJ/ ROUP UNDER TRUSS SPECIFIED ON PLAN. U 31CANTiLEVE Fo � EDI�nEDIMamMEDrC3M =1 � umMgoanED O . I PLACE STUD G CSl(o LU/C18)lOd. STRAP KINGS � NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS LUNO) SCABBED TO - AT INDICATED END OE HEADER CONNECT TRUSS TO TOP PLATE WiTH (2)LGT2 W/(28)I&d SINKERS b EACH [-JOIST I N OR (3)HTS W/(20)10d. IF USING L(ST2 ON SINGLE PLY TRUSS, WITH (6)ROWS ONLY. APPLY 48" LONG SCAB TO BOTTOM CHORD AT BRG W/06)16d. IOdAT6" O.C. I ® � � � � � � � � �� � � � ® � PLACE ATC WITHIN 3" OF STUD GROUP, EMBED ALL-THREAD 12" IN STEMWALL APPLICATION. N SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3,200" UPLIi=T (C6=1.60) ACCEPTABLE IF APPROVED BY EOR PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN, IZ NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). CONNECT TRUSS TO TOP PLATE WITH (1)LGT2 W/C28)16d SINKERS � o � M � ED � � � I� E� ® � o � � m ® ® � m � � ® � � � ® ® ail ' OR (2)I-{T5W/(20)loci. IFUSING LCst20NSINGLE PLY tRUSS, l2)2x6-1/2 APPLY 48" LONG SCAB TO BOTTOM CHORD AT BRG W/C16)16d. ED to M to 10 W EM ED W MI M ED CM M I`IM IMMMM3 PLACE ATC WITHIN 3" OF STUD GROUP. _ EMBED ALL-THREAD 7" IN STEMWALL APPLICATION. SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 1,j851' UPLIFT CCd=lb0)ACCEPTABLE IF APPROVED BY EOR mmm01MMEMME � MMIMMIe� EDE3MIM SECOND FLOOR ATC NOTE: I ATC NOT APPLICABLE FOR WALL SEGMENTS LOCATED OVER 15T FLOOR t PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. BEAMS OR HEADERS INCLUDING GARAGE DOOR HEADERS d FLOOR BEAMS. �' ® NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO).IN THIS SITUATION THE FOLLOWING STUDS MUST BE STRAPPED: CONNECT TRUSS TO STUD GROUP WITH (2)LGT2 W/(28)16d SINKERS MEmM3MMIm ® toMEMMMImMM 03EDMMwEDM MM OR (3A4TS W/(20)106. iFUSING LGT2ONSINGLE PLY TRUSS, -TYPICAL WALLS: EVERY OTHER STUD TO BE CONNECTED TO TOP PLATE APPLY 48" LONG SCAB TO BOTTOM CHORD AT BRG W/06)l6d. (C� WITH SPH4/6 W/00) loci x 1-1/2" AND t0 BEAM/HDR BELOW W/MSTA36 WK18) CONNECT STUD GROUP TO BEAM BELOW WITH l3XISTA24 W/(18)106 106, 3UBSTITUTiON OF TRUSS TO.PLATE CONNECTOR RATED FOR 3200« LL E01MEMto03 ® ® cmMie �� C3 � � [0 ® MIMIMM ® ® ® UMEMEMEMEME -EACH KING STUD TO TOP PLT W/SPH4/6 W/(10) 10d x 1-1/2" AND TO UPLIFT (Ccl=ib0)ACCEPTABLE IF APPROVED BY EOR BEAM/HDR BELOW W/MSTA3(o W/118) 10d. - DBL STUD 36 AT SHEARWALL ENDS TO BEAM/HDR BELOW WITH (2)M5TAj PLACE STUD GROUP UNDER TRU35 SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRU55 (UNO). W/CIS) lOd. II CONNECT TRUSS TO STUD GROUP WITH (1)LGT2 WK28)l6d SINKERS F OR (2)14T5 WK20)10d. iF USING LGT2 ON SINGLE PLY TRUSS, APPLY 48" LONG SCAB /(16 TO BOTTOM CHORD AT BRG W )16d. m ® � ® � E ® ® te a E EZ EZ L CONNECT STUD GROUP To BEAM BELOW WITH l2,M5TA24 WK1006 SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 1,785 (2)2x6-1/2 C2nx6-I/2 UPLIFT (Cd=1b0)ACCEPTABLE IF APPROVED BY EOR 3 Q) I II I I SHEARWALLS SW FASTEN 1/16" OSB 1-0 F:RAMING WITH ad AT 3" ON CENTER ON EDGE q AND 12" ON CENTER IN THE FiELD. L — — — — — — — — —— — — — J I PLACE DBL STUDS AT EACH END OF 6HEARWALL. _ L — — — — — — — — — r _ PLACE CU ATG WITHIN 3 OF END OF SHEARWALL: FOR STEMWALL L —— — — —— J — — — — — — AND BOND BEAM APPLICATIONS, ATC's AT SHEARWALL ENDS MUST — — — — — — — — — ----- T HAVE A 12" EMBEDMENT. Drawings By: I David Willis 2NED FLFL00f;R FLAN_ CAD Drafting 2ND F L WALL F �� 1 � FLAN_ 1 31 N. 21st StYeet �IitSTRUCTURAL ENGINEER; Mr ax Beach, FL 32250 SGAL.E: 1/4 = i -0 BWI Consulting Inc. 5C,ALE: 1/4" = V-0II 1=15PE CA No. 93380 --- (904) 249-4040 PO Box 51604, �On5 in Inc Jacksonville Beach,FL, 32240 (504)249-8413 ri BWIConsultineeeallsouthnet Job # ,.' 3iit4Jc-*k THESE 5TRUCTURAL DRAWINGS `, ,G� /k`=•- WERE PREPARED FOR THE Date: CONSTRUCTION OF THE PROJECT N'` '4 ✓ $ 02/2a/04�/� DESCRIBED IN THIS TITLE BLOGiG , fi".-. j AND ARE INTENDED FOR USE BY If g p M A LICENSED CONTRACTOR.DO i $ TA �� 5 Sheet #'' NOT PERMIT CONSTRUCTION p _" WITH THESE PLANS BY ANiRi� ad1 OWNER-BUILDER OR OTHER UNLICENSED BUILDER.°'•. { � _ i _ I i I I II DESIGN CRITERIA, AND LOADS I - - - -- - - - - - - - - - - - - I I I i Building Code � (-- - - -- - - - - - - - - - - - - � I 2001 Florida Building Code -6 Code for Design Loads > ANSI/ASCE -i-98 EXTERIOR WALL ASSEMBLY INTERIOR WALL ASSEMBLY � — — — CAPACITY ■ 1,490#/TRUSS UP CAPACITY ■ iABOO/fRUSS UP Roof Loadin (Cd= 1.25) (TRUSSES At a4" o.c.) (TRu$GEs AT 24" o.c.) Top Chord D ad Load -1 per Top Chord Live Load 20psf `14 0► Bottom Chord Dead Load 5 Per z -1/1611 OSB 1/16 FASTENED TO FRAMING W/$d OGB FASTENED TO FRAMING W/$d Bottom Chord Live Load 10 psf lt7 AT 4" O.C. ON EDGE, 12" O.C. IN FIELD, AT 4" O.C. ON EDGE, 12" O.C. IN FIELD. II II II J I I I I I PRE-ENGINEERED ROOF TRU55E5 PRE-ENGINEERED ROOF TRUSSES Floor Loading (Cd= 1.00) jJ I I I I Top Chord Dead Load 10 psf TRUSS TO TOP PLATE - (2)SIMPSON 45 W/00)10d TRUSS TO TOP PLATE - (2)SIMPSON HS W/(10)10111 Top Chord Live Load 40 per c Bottom Chord Dead Load 5 per — — — — j Bottom Chord Live Load 0 per — —_ — I DBL 2x4 No.2 $YP TOP PLATE FASTENED TOGETHER III DBL 2x4 No. 2 SYP TOP PLATE FASTENED TOGETHER W/(2)ROWS loci AT 16" O.C. STAGGERED. BUTT JOINTS WI(2)ROWS loci AT 16" O.C. STAGGERED. BUTT JOINTS IIII IN EACH PLATE t0 BE OFFSET A MINIMUM OF 24" W/ IN EACH PLATE t0 BE OFFSET A MINIMUM OF 24" W1 (12)10d MIN IN LAP. j (12)104 MIN IN LAP. Wind Loading (Cd= 160) ASCE 7-95, 39 Gust 120 MPH CV Exposure Category C CV I 1/16" 055 FASTENED to FRAMING W/Sd Importance Factor 1.0 , m At 3" O.C.ON EDGE, 12" O.C. IN FIELD. Partdialy Enclosed II --I 2x4 No.2 SPF STUDS AT 16" OG. 2x4 No, a SPF STUDS AT 16Interior Pressure Coeff 0.55 Q)" O.G. C4C Design Pressures (see table v Y- LL. ATC AT 4$" O.G. - SEE SPEC BELOW. ATC AT 4$" O.C. - SEE SPEC BELOW. U 1 I I I I 1 I I 3/411 ttG PLYWOOD FASTENED To FRAMING W/ TABLE 1 COMPONENT AND CLADDING rl 1 1 C� 104 At 4" O.C. ON EDGE, 12" O.C. IN FIELD. 2x4 $PF BOTTOM PLATE FASTENED TO RIM DESIGN 1mRESSURES ® ® ® ® 1 I 1 I I I ® ® SQUEAK PROOFING AND SOUNDPROOFING OUTSIDE BOARD WITH 10d AT 3" O.C. IN DESIGNATED ® v 2nd FLOOR GW, Zone 1 I 1 I i THE SCOPE OF WORK FOR THE ENGINEER, eslgnatton interior Zone End Zone --� Effective (psfJ (psf) ® '® j 3/4" TSG PLYWOOD FASTENED t0 FRAMING W/ j 1 I 1 I 2x4 SPF BOTTOM PLATE FASTENED t0 RIM 10d At 4" O.G. ON EDGE, 12" O.C. IN FIELD. 0 . 20 sq.ft. -X-� 1 I I 1 1 1 BOARD WITH loci At 3" O.C. IN DESIGNATED 2nd FLOOR SQUEAk PROOFING AND SOUNDPROOFING OUTSIDE +48 -51 +48 -bola ® GIRDER® ® ® ® ® ® � �®� ® � ® ® ® ® — ®GIRDER ® � $lU AND 12" O.C. ELSEWHERE. THE SCOPE OF WORK FOR THE ENGINEER — _- 2 ® zt - 50 sq. rt. +4� -49 +46 -5-1 O FLOOR SYSTEM (I-JOISTS SHOWN) FLOOR SY5TEM (I-JOi5T5 SHOWN) >;I - 100 sq. ft. +43 -46 +43 -52 III — — — — — — — ® � ® ® ® ® ® - - - - - - - - - - I III 101 - 200 sq.ft. +42 -45 +42 -49 III II ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® — � SEE FRAMING PLANS: Iz■INTERIOR ZONE, EZ-END ZONE — RIMBOARD BLOCKING BETWEEN I-JOISTS OR HiG� 4 UPLiFT CONNECTiONS FLOOR TRUSSES REQUIRED OVER let FLOOR L — — J PLACE-STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. SHEARWALLS AND UNDER 2nd FLOOR ® NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). ® i ® ® ® '®' ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® '� ® _ SHEARWALLS ONLY. FASTEN TO let FLOOR TOP PLATE WITH I0d TOE NAILS AT 4° O.C. CONNECT TRUSS To TOP PLATE WITH (2)LGT2 WK25)166 SINKERS ?- OR (3)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, W IK APPLY 45" LONG SCAB TO BOTTOM CHORD AT BRG WKIro)16d. ® ® — ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® m ® PLACE ATC WITHIN 3" OF STUD GROUP. DBL 2x& No. 2 GYP TOP PLATE FASTENED TOGETHER DBL 2x4 No. 2 SYP TOP PLATE FASTENED TOGETHER ]-- EMBED ALL-THREAD 12" IN STEMWALL APPLICATION. NTS SUBSTITUTION OF TRUSS TO PLATT= CONNECTOR RATED FOR 3,2000 C� N C12EACH)10d MN IN LAP. iBE OFFSET A MINIMDUM OF 24 W1 N EACH PLATE TO LAP, W/(2)ROWS loci AT IBE OFFSET AA MINMDUM OF 24" UPLIFT (Cd=1b0) ACCEPTABLE IF APPROVED BY EOR LU® �. - - - - - - - - - ® .� ® ® ® ® ® ® ® 1/16" 055 FASTENED TO FRAMING W/Sd PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). {{l — ® — — — — — — — — — — — — — ® — — — — — ® — — — — — — — ® ® AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. CONNECT TRU$$ TO TOP PLATE WITH (I)LGT2 W/(2$)164 SINKERS � OR (2)HTS W/(20)IOd. IF USING LGT2 ON SINGLE PLY TRUSS, O APPLY 45" LONG SCAB TO BOTTOM CHORD AT BRG W/(Iro)lbd. ® � — — — — — — — ® ® ® ® ® — ® ® ® ® — ® ® ® ® ® ® ® ® ® ® 2x6 No. 2 SPF STUDS AT 16" O.C. 2x4 No. 2 SPF STUDS AT 16" O.C. PLACE ATC WITHIN 3" OF STUD GROUP. `— (� EMBED ALL-THREAD 7" IN 5TEMWALL APPLICATION. O SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR I,'i85a O ATC At 48" O.C. - SEE SPEC BELOW. ATC AT 45" O.C. - SEE SPEC BELOW. UPLIFT lCd■160) ACCEPTABLE IF APPROVED BY EOR '1 N ' PLACE SCUD GROUP UNDER TRUSS SPECIFIED ON PLAN. M / 2x6 PT GYP BOTTOM PLATE 2x4 PT SYP BOTTOM PLATE NUMBER OF STUDS EG2UALS NUMBER OF PLIES IN TRUSS (UNO). UU — — — — — — — — — — — — — — — — — — — — — — — — — ® CONNECT TRUSS TO SCUD GROUP WITH (2)LGT2 W/(28)16d S11�IKER$ 0 OR (3)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, �. Q FOUNDATION AND SLAB PER FOUNDATION PLAN FOUNDATION AND SLAB PER FOUNDATION PLAN APPLY 45" LONG 8CA5 TO BOTTOM CHORD AT BRG W/(l6)16d. }— AND CONCRETE SECTIONS AND CONCRETE SECTIONS CONNECT STUD GROUP TO BEAM BELOW WiTH (3)M$TA24 W/(I5)I0d — ® ® — — — — — — — — — — — — — — — — — — ® — — SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3,20oo UPLIFT (Cd=1b0) ACCEPTABLE IF APPROVED BY EOR Z PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. '�- - - - - - - - - ® — ® — ® — - - - - - - - - - - - - - ® - - ® NUMBER OF STUDS EQUAL$ NUMBER OF PLIES IN TRU88 (UNO). `Ly CONNECT TRUSS TO STUD GROUP WITH (1)LGT2 W/(25)16d SINKERS CV OR (2)HT6 W/(20)10d. IF U51NG LGT2 ON SINGLE PLY TRUSS, APPLY 45" LONG SCAB TO BOTTOM CHORD AT �5RG W/(16)16d. ® ® — ® ,� — ® ® ,� — ® — ® ® — ® ® ® — ® — •� ® ® ® — — ® ® ® CONNECT STUD GROUP TO BEAM BELOW WITH (2)MGTA24 WKia)I0d 111 SUBSTITUTION OF TRUSS t0 PLATE CONNECTOR RACED FOR I,'1$5" UPLIFT (Cd■160) ACCEPTABLE IF APPROVED BY EOR ® — — — — — — — ® ® — — — — — — — — — ® ® Z w SH W� S E R LL 5W FASTEN x/16" OSB TO FRAMING WIT14 8d AT 3" ON CENTER ON EDGE 2 e Cm T O � T I P I C A L WALL 5 E r`T I O I AND 12" ON CENTER IN THE FIELD. �✓ I I 1.,� I I ' �l PLACE DBL STUDS At EACH END OF SHEARWALL. ® PLACE (1) ATC WITHIN 3" OF END OF SHEARWALL, FOR 5TEMWALL AND BOND BEAM APPLICATIONS, ATC's AT SHEARWALL ENDS MUST HAVE A 12" EMBEDMENT. GiRDER GIRDER ® — ALL -THfREAD CONNECTION 5*'5T l l iNST4LL I _ ,LTi®N SPEC(FICATiON routed with Simpson 5tron Tie Acr llc-Tte into concrete, The t ical embedment is 6 for monoliths "y One All Thread Connection (ATC) 1s composed of 1/21136 ksl all-thread that runs the full vertical height of the wall,penetrating both the top and bottom plates, and �! g p g- y yp c concrete and � for stemwall and bond beam applications. The ! � 1 I I LL Simpson Strong-Tie Acrylic-Tie must fill both the hole in the concrete and the hole in the bottom plate. Use a tll6" drill bit for plate and concrete holes. The top end I I 1 I I 1 I of the ATG is bound to the top plate with a 3" square, 1/8" thick washer and a nut. The all-thread may be spliced with a coupler threaded onto the all-thread a minimum ® ® ® ® ® ® ® ® distance of 1/2" at each end of the coupler, the coupler shall berated for allowable tension of 3,200 pounds under wind loacitne, Maximum distance out of plum for 1 I 1 I I 1 all-thread shall be 3" from top of bottom plate to top of top plate. ® ® I 1 I I I I I 1 RECOMMENDED ROD PLACEMENT PROCEDURE-, 1 I 1. PLACE ROD$ AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. 1 I 1 11 I I i 1 2. PLACE RODS IN EACH CORNER OF BEARING WALLS. 3. PLACE RODS BETWEEN THE RODS PLACED IN STEPS 1 AND 2 ACCORDING TO THE SPACING SPECIFIED IN THE TYPICAL WALL SECTION AND ON THE FRAMING PLAN, II I I I I I I I I I I 4, PLACE RODS AT HIGH POINT LOADS PER PLAN, ; 3 ® ` I 5. CONNECT THE BOTTOM PLATE TO THE SLAB IN AREAS WHERE THE DISTANCE BETUJEEN RODS I5 GREATER THAN SIX FEET (PER TYP WALL SECTION). Z II II � - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - -- KING and JACK STUDS PER ENGINEERING Ix( GARAGE DOOR BUCK NAILED t0 STUDS W/ � � �� FLAN I i (2) 16D COMMON or I2D CC NAILS �+ 16" O.C. Drawings >:3y: David Willis WEATHER STRIPPING/STOP sc,�LE: 1/41' = ��-,�'1 CAD Drafting GARAGE DOOR 1031N. 21st Street STRUCTURAL ENGINEER: ax Beach FL 32250 F BWI Consulting Inc. FBPE CA No. 8335 (904) 249-4040 ------_____J PO Box 51604, BW1 Jacksonville Beach,FL, 32240 Consulting Inc C904rZ49-$413 �"'��"' 2x6 GYP JAMB ATTACHED t0 STUDS W/ BWIConsulttngwBellsouthnet Job #' ®�� � ��� ��� � (2)ROWS OF 3V2" CxALY DECK SCREWS at 12" O.C. GARAGE POOR TRACK ATTACHED } Ca THESE STRUCTURAL DRAWIN(xS ` WERE PREPARED POR THE ROOF TRUSSES FABRICATED TO ACHIEVE THE Roof PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION PER MANUF WRITTEN SPECIFICATIONS CONSTRUCTION OF TUE PROJECT Q- `• .-� Date: OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. FABRICATION DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH AN51/TPI1-ISS5 AND DESCRIBED IN THIS TITLE 5LOCI� 02/2a/0-4 SUBMITTED TO THE ENGINEER OF RECORD FOP, APPROVAL PRIOR TO FABRICATION. TEMPORARY BRACING DESIGN SHALL BE THE REPONSIBILiTY OF GARAGE ®OOR JAMB ®ET�AIL AND ARE INTENDED FOR USE BY A LICENSED CONTRACTOR DO T,� , "1317— Sheet , THE TRUSS ENGINEER AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE, NOT PER11IT CONSTRUCTION "It` WITH THESE PLANS BY AN OWNER-t3UILDER OR OTHER UNLICEN5ED BUILDER �'ii� / I