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Forsyth Court 1845 - 1847 TH15 DOCUMENT I5 AN INSTRUMENT OF 5TRUCTURAL GENERAL NOTES ENGINEER'SSERVICER FDR OTH)=R5 FOOCON- CON- STOP LATH AND SEE 5Tt FOR VERTICAL WALL CONNECTION. STRUCTiON OF PROJECT CODES: STUCCO CORNE 4" GONG SLAB W/ 6X&XiCAO WWF IN TITLED INFORMATION SLOP LATH AND BEAD I" BELOW OVER 6 MIT. VAPOR BARRIER OVER INFORMATION DERI`✓ED 14- GONG SLAB W/ 6X&X10/10 W.tF SLOPE 3/4" X 12" STUCCO CORNER SEE STi FOR VERTICAL WALL CONNECTION. FINISHED FL CLEAN, WELL COMPACTED, TREATED FILL FROM TH15 INSTRUMENT 2001 FLORIDA BUILDING CODE (FBG) OVER 6 MIL VAPOR BARRIER OVER " " FOR ASCE -98 CLEAN, WELL COMPACTED, TREATED FILLEXP,JOINT AT GARAGE DOOR BEAD I BELOW 4 CONC SLAB W/ 6XrnX10/10 WWW MAY BE USED — C OTB D FINISHED FLOOR- OVER b MIL VAPOR BARRIER OVER Aga BRICK LEDG OTHER WORKS UNl_Ecv'a 1997 NDS �_�__ - \ GLEAN,I'LL COMPACTED, TREATED FILL SLOPE GRAD AUTHORIZED BY THE VARIES r - -• --.--�- COPE --� �T-- -I (u�4 REAR conk. + HEADER CouRSE ENGINEER WITHOUT 4" GONG SLAB W/ 6X6X10/I0 WUF Q0 DimEN5ioN5 ARE INFRINGEMENT OF LEGAL GENERAL; - -- -- --- _=III(_)III OVER 6 MiL VAPOR BARRIER OVER GRADE = MIN 015TANGEB ° I _ _ _ GLEAN,WELL ZMI�PACTED, D FILL 4" 1 STORY pIMEN510N9RICz;-4TS_ A pest n (s void after two ears from original date of issue, unless updated to acceptable codes and practices at that time. I I=IIII" III' =I II I=III I-- - � — GLEAN COMPACTED 9 y - 2 STORY B. Do not scale. Use dimensions from the architectural plan. Notify engineer immediately if discrepancies are found between plans. — — r — _ _ RE DESGRIP710N _ _ _ _ W I I SANTA FILL --- 1 5TORY W/ 2 OR LE55 COURSES, G. All details shall be in accordance with instructions from manufacturer or designer. =IIII=IIII=III=IIII= I — 1 1 1 I=IIII I �' _ IIIi=„IIII,;,IIID L D. All tem orar shoring shall be the res onsiblllt of the Contractor. — — --:111011 — 2)"4 CONT. I-STORY cQ 8 • • POUR STEMWALL SOLID OR USE 10"x20' FTNG 1 P y g p y I=1 I I ISI I I I -I)I I=1 I I III (2,5 OR (3)'4 CONT.- 2-TORY IIII=_ _ -I -6 MIL VAPOR BARRIER /O BRiCK _ _ _ ( (TVP. VERTICAL Ri=fNFORCEM1=NTh " BOWELS —'t 11 - —I I I i—— • GOf�NER9 t 49"o/G TWEREAFTER - BEND FOUNDATION:I ON I=IIII= III=1 111= III=)III (III I=1 II I L I II- -I 111=1 I ALL DOLS a TOP BOTTOM,EMBED 3 D i $TORY (�/ ICK ((I III=11 MINIMUr1 rn" INTO FOOTING /t2” INTO SLAB A. This deaf has been completed in accordance with pertinent standards, recommended design soil parameters, and accepted --III 20" —1111=i I =)III l2" _ (Ir4 CONT' - I (GROUT ALL CELLS W/ REINFORCEMENT) 4 �' p P g P � �� . MAX. StI=MWALL r-IEI�+�t: (>�) engineering design procedures, and is based on the best information available at the time of completion. The design is intended 2 STORY i=ax FQ0Tir�VYE to minimize differential movement resulting from the heaving of expansive soil or settling of subsurface soils. It must be recognized uuo E"RIGK 2 WIPE ( rCLL vR(2)955 CONT. 8" COUR5E5 WALLS I (5) 8" 1 STORY rW�rw� slzE tiv I�RIGJC 2m•wipe(INCLUDIrrG Lend)uu lar4 ot¢rzr5 COURSES HIGH REQUIRE w/o�� f�"�"�(55)94 opt)92)9'55 conk. that foundation com onents will undergo movement. An subsequent owners shall be appraised of the soil condition and advised to 2 STORY ADDITIONAL MALY515 1 �� 2m""a"�(3r4 OR l21"3 C011r p 9 y q PP TURNED DOWN EDGE maintain good practices in the Future with regard to surface and subsurface drainage, framing of partitions above Floor slabs, and DOWN uuo 13RIGIC 24 WIPE (i CLU -C!2)'55 GOVT. REINFORCEMENT. �q K 24"x�IJV ( )04 OR(2)955 CONT. finish work above the Floor slabs, etc. ( L �Q} ��I NCS �T�� DOWN uv�RlGrc 2+"wlp�(IrteLUC71r�s Lt:.G7CsE)uu l4r�orz l3,� w/raRlcr� as"xlm•wl r4r¢OR c3r5 GONr. B. Design has been based on a non-expansive soil with an allowable sail bearing capacity of 2000 pef. Active EFP• 30 pcf (level backslope). TYPICAL FOUNDATION DETAIL 1 TYf=>IGAL 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 system above or adequately braced to prevent damage to the wall. D. Refer to the GeoteeMical Engineer's report For all soil requirements for this site_ E. 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 of wall elevations and connections are critical to foundation performance. These items 4" GONG SLAB W/6X&X10/10 WWF tj 1/2" OVER 6 MIL VAPOR BARRIER OVER ' MAX. 2 COURSES are shown on the plans but may change during the actual construction. As a result, this design can not address proper Foundation 4" CONC SLAB W/ 6X&X10/10 WWF 5 1/2" WIDE CONC. SILL TOP AT MAIN ABOVE SLAB LEVEL. SEE STi FOR VERTICAL Builders confi oration unless Stated s ecificall on the drawings. CLEAN, WELL COMPACTED, TERMITE OVER 6 MIL VAPOR BARRIER OVER g p y g TREATED FILL SLAB LEVEL. TOP TO GARAGE FLOOR WALL CONNECTION CLEAN, WELL COMPACTED, TREATS FILL STOP LATH AND (Ir4 CONT. IN SOLID GROUTED STUCCO CORNER VARIES* MAX 5 1/2" (HEIGHT$ EXCEEDING • CONCRETE- N ---`---�- �- �� µ BEAD t" BELOW WIOTH REGI ADDITIONAL ANALYSIS) U-BLOCK COURSE FIrsSourCe VARIES rµ-�•-- ----- ' _ _ FINI�aHED FLOO TYPICAL SEAS—�_- `_ _ 04N GONG SLAB W/ 6x6x10/10 WWF ofJ ac kSo n V 1 I I e A- Detail reinforcement in accordance with AGI 315-80 (Revised ISaa), Detailing Manual. Minimum concrete cover For reinforcement _ ___ _,� �' — TT-- J =I I I III(- 'I I(( I i I(= 01R 6 MIL VAPOR BARRIER OVER TYP. VERT. shaft be as follows: — — —�_)II1=)III CLEAN, LL COMPACTED, TREATED FILL REINF. against earth 3" _ IIII_ I =ro MIL VAPOR BARRIER SLOPE _ DesignCenter,lnc. 1) Concrete Gast IIII—I i=I I I I=I I I i— Mill _ 2)Formed concrete exposed to earth or weather 1-1/2" _ _ =IIII—i I I IIII= IIII 'III 1=1 I I I= �� IIII=IIII=III 3) Interior slabs, walls 3/4" IIII=IIII=IIII=IIII ,;,, !illi —_-(I04 CONT_--I CLEAN COMPACTED TIIIIIIIII-IIII II YPICAL FOOTING - SEE 1/5T2 FOR tv si strep th of concretes used for foundations and slabs shall be 2500 pat 28 days. =i I I i=IIII= IIII=IIII— = 8° — SAND FILL _ = SIZE/REINFORCEI"iENT �551D Roosevelt FloridaBIVd. B. Minimum compressive design g IIII—II III-IIII-=IIII JacicSonville, Fl C. Reinforcing steel shall conform to ASTM A615, grads 40. i=III I I i 1=1 i I 1=IIII II 1=IIII III —IIII=III(T D. Longitudinal reinforcing 1n walls and Footings shall be continuous at corners and intersections. Matching corner bars shall be used. IIII `IIII�`IIII—IIII—IIII — _ _ 22 4 9 g g Minimum lap of reinforcing shall be 40 bar diameters, but not less than 201. Tel 9(a�.172-61�ia E, All concrete operations, fncludin9 but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, �ry I I �� TYPICAL FOUNDATION Ii-!I III- -- —_—IIII— Fax 904.317-M5 and t8atinB shall be dons to accordance with tho raquiramente and applicaticn of ACI 301-8.4 (85), "^�peclr(catlons fpr Structural Concrete". TEF DO'S'/' `� I�N4I0K9 IIII IIII-III -IIII-II _ 11 NON-1_041D SE4IR'ING TURNED DOWN EDGE r_>Is7"r'c;�F_ wooD_ 2 FOUNDAT ION AT GARAG.E OUND4T ION AT GARAGE A. Framing lumber shall be as follows or better: 2 x Rafters/Beams/Joists 02 5YP 1(3% M.C. I-Joists Provided by TrusJoist, or equivalent. Engineered Beams Provided bOVER y TrusJoist, or equivalent. 4" GONG SLAB W/ rARRIE IIAdP I9n% , MIL VAPORR BARRIER OVER OVERLAP SLAB RECESS SLAB 3/4" FOR Plates "2 5YP M.G. CLEAN,WELL COMPACTED, TERMITE studs 02 SPF Ic-M. M.C. - Typical - Unless Noted Otherwiss TREATED FILL 2„ �I/HEADER BLOCK OR Stud Grade 5PF 19q. M.C. (2x4 up to 6-1 1/5", one story residence onty except partially enclosed structures) FORMED t CAST a I Imo" THRESHOLD B. All malls shall be type "Common" unless noted otherwise. Options to using common nails are as follows: STEP DOWN 1-1/2" DEPTH = STUD + t 15L (FROM OUTSIDE FAGS OF BLOCK) 12d=l0d=0.131"x3" Gun Nails - . RECESS SLAB 3/4" FOR 5GD 8d=0059"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3. I.E.- rad * 6"/12"o/c becomes - VARIES — �- =-=-- 44" CONC SLAB W/ 6X&Xi0I10 WLLF '[ pit �'-.- �,-r'�- = OVER 6 MIL VAPOR BARRIER OVER 0999"x2 I/4'" 4"/8"o/cJ TYP. 5LA8 CLEAN, LL GOMY�ACTED, TREATED FILL =1 I I I=1 I I= I=III 1—I I TYP. 5LA5 C. Where not otherwise shown on lana, ail nailing or screwin shall be as indicated in the current Florida Building Code, ASCE 7-98, �`I�11=111= 1=IIII=1i — — P g g y -v IEIIII=III_— —IIIL-111= I=IIII—III _ _ IIII and/or 1991 ND5 - — _p g. _ I I ..� . . _ _ � = = = =referenced above. All sheathing must be nailed or screwed t adhesives SHALL NOT be used in laces of nailin _ =IIII I I=11 (I=t„ GLEAN G�,P,�GTED I I I ISITYPICAL FOOTING - SEE i,5T2 FOR D. Metal connectors to be provided by sIMP50h1 Alternate connectors w/ equivalent or higher- allowable loads may be used in lieu of — =IIII=11) YPICAL FOOTING 5Ai P FILL 51XE/REIPFORCEMEN specified components. IIIIII1— III=1II _ IIIi— _ SEE �5 2)"4 CONT. _ I-STORY I I IIII IIII--_IIII FOR 512F/ —'!I I i—I I I I I I I-1 II I=1 I I I IIIIIIII=1111 =IIII=IIII =11 — _ — — <1 E. All exterior walls to be sheathed with min. "I/1rv" O.5$. with ad * 6" oz. along panel edges, 12" oz. In field l8" with partially enclosed (2)"5 OR (3)+4 CONT.FOR REINFORCEMENT structures), except as noted on Structural plan. IIII=IIII=1 = l� I—IIII 2-STORY0 F. Engineered componets (trusses, I-Jolst, etc.) shall be installed per manufacturers specifications t dlrecttos. - 1 5TORY I, �' + ':'.��. IIII= TYPICAL F< UyDATION =IIII G. All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per 1115-V spaced not more than 16 feet oz. and I I I I I I 1 II I I I I III 1=1 I I 1=1 I I 1=1 I I!=1 I - Q� not more than 4' from end of continuous lateral brace. 2 =IIII— —IIII 5T L: INTERIoiz BE�RINC IIII-IIIi-Illi- IIII=IIII=IIII- ,1 o �— i2n Detail, fabricate, and erect steel according to A15G '`►8 5TEMWALL STEP DOW3 FOUND. �T S.Cs.D. FOUND, .4T 5-C .D. A_ i--� ecirication For the Design,Fabrication, and Erection of Structural Steel Buildings", 9th edition. L " 5p 9LL B. Structural steel shall be: _ Except as below ASTM Agro Pipe ASTM A53, type E or 5,Car. B 4" GONG SLAB W/ 6X&X10/10 WWF HOLD HDR ELIC OVER 6 MIL VAPOR BARRIER OVER TO OUTSIDE Tuba A500 MARBLE SILL CLEAN,WELL COMPACTED, TERMITE 11/20 C. All bolts shall be A301unless noted otherwise. TREATED FILL TYP. SLAB D. All welding shall be by a certified welder. I-I/2" 5" MAY VARY TILE HAND TOOL ALL CONTROL JOINT „ MASONRY., �E�FOUNDATION OVER 6 MIL VBAPOR BARRIER OVER = COOL 1 DEEP WHILE CONCRETE _ 15 WORKABLE 0CLEAN, LL COMPACTED, TREATED FILL _ A. Concrete block shall have a minimum compressive strength, f'm of 1500 psi. Masorry shall be laid up using type 5 mortar only, with earth "it be routed full. Grout shall have a minimum compressive strength of 9000 psi. �,.___--____ =III{=IIII= I--IIII=IIII An mason (n contact g p 9 y y 1=II Ii=111 — —III I=11)i B. All concrete masonry operations, shaft be done: in accordance with the provisions of the latest applicable recommendations of the b .-d" :=`---- -�-T- AGI Manual of Standard Practice. _-- IIII IIII=IIII III I=IIII — IIII C. Lap all vertical reinforcing a minimum of 20", r� i I I�Ii _ — -_-__ - =IIII--IIII=II I I TYPICAL FOOTING - SEE 1/5T2 D. Provide horizontal Joint reinforcing at 16" oz, vertically. Reinforcing wire shall conform to A5TM A52 and A5TM AI61 TYPE 304. IIII I I � I I I =IIII=IIII III=IIII-�� 51ZE/REINFORGEM T TYPICAL FOUNDATION III„111 —II I i=IIII .” � IIII IIII 6 MIN SUNKEN 5HOUJE R DETAIL I I I i--•I I l i=""=1 I I I—I I � � 13 � CONTROL JOINT � FOUND. .4T DOOR SILL 4 FOUND. A7 DOOR SILL DRAWN BAM,RW CHECKED LAP STANDARD FOUNDATION DETAILS SCALE NOTED DATE 1/11/02 JOB NO. STANDARD i' AIR SPACE (Ir4 x X-0" OVER -FLASHING MUST PASS THROUGH B"xa" CHASE IN TRUSSDETAILS �•�,_-_� r-.ti:�• GONG. BLOCK STEM RI BCK VENEER * A LEVEL BELOW F EXTEND FLASHING BELOW SHOE PLATE ____-___ —_ _ WALL. SLOPE \WIIllllll/ ire if �J /�y� EXTERIOR WALLS HAVE THE EXTERIOR METAL OR PLASTIC GROUT SOLID GRADEI — I I=1 I.. .•. .. - `� e��?�` �,.�•.Jrlrp/,�/vim rIl P O Un toll a t I y 1 I Note : SHEATHING FLUSH WITH THE FOUNDATION. (POLY)FLASHING AROUND PIPE GROUT 50LID PULL ALL INTERIOR WALL DIMEN51ON5 a• + i FROM OUTER EDGE SLAB. WEEP HOLES * 48" O/C Q CLEAN COMPACTED AROUND PIPE III l o�strUctiori " C4 Woob vert i ca G SAND PILL 3/4 (NOMJ STUCCO OVER LATH d PAPER _ Z &" MIN DEEPEN =I i( - 1/ T2 - '( 51 l o w n atop FoundatIon 1/4" GAP BETWEEN SHEATHING A CONCRETE � FOOTING * cF1A5E — TYPICAL Fool1NG SEE 5 _ TYPICAL FOUNDATION FOR StZE/REINFORC �� _ ick ' LOCATION AS REQ'D TO 5h, r, ` T +rPROVIDE PROPER -w- _ �Ii �, y. cleta i l5 for clarity. wood, FOOTING DEPTH. —III—III—III f �"��j ` 1 •' '�"4 0 �tucco STOP GRADS � UT i L I TY C -,45 cmU, icfor other str�ct �ra ( LIGHT COAT MASONRY "DRESSING" TO FILL FILL VOID BETWEEN BRt UTILIT'r C - ASE BLOCK VOIDS AND/OR HONEYCOMBS VENEER 1 FOUNDATION vertical con,5tructlon WW/1"IORTAR OR 16 ALL GROUT,FILL SOLID FROM FOOTI sd To UNDERSIDE OF PLAN o acceptable - see STI for ep eci f ice. 15 STUCCO DETAIL 1� 5RICK DETAIL MONOLITI-4iC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET THESE DETAILS ARE INTERCHAN6EABLE WITH THE THE5E DETAILS ARE INTERCHANGEABLE WITH THE STUCCO ADDENDUM 5RIC< ADDENDUM 5TEM WALLS FOUNDAThL)N DETAILS. i"fONOLITHiC FOUNDATION DETAILS ST2 OF - 5HEETS -- 1 _----- _.. . .. _ _ M5TA24 W/(9)10d/END,ts ON STUD (2)2x4 n SYP OVERHANG$ N EXCESS OF 16"AND UP TO 24" TH15 DOCUMENT 15 AN ASSEMBLY(TYP 4 w HEADER 4 + SILL) BLOCKING(TYP) USE 2x4 SYP OUT LOOKER AT 16"o/c CLIP TO INSTRUh"1ENT O?` APPROVED TRUSS-TO-RE CONNECTORS HEADER(SIZE DBL.TOP PL.WITH(2)1-6 W/(a)ad.OV'ERJ4ANG8 UPLIFT$ > STUD WALL SPECIFICATION$ 1/16" APA oKa SEGO RATED '�-Ii=T(LESS) GQNNECtION I(�0 SEE � PER GAL.1-OUT ON .-�.� •ftFH4/6/8 F'LA7)= 16"OR LESS USE 2x4 SYP OUTLOOKER AT 24" ENC:INEER�S SERVICE 0-465 (U W5 W/ 4 /END a HT.(F7) STUD SCHEDULE Z STRUCTURAL GtX_UJECT,:}RS NOT F�� BLOCK SHEATWV4G>rPC $ O/c WITH(i)r I5 W/(8A3d FOR OTHERS FOR CON- STRUCTURAL ON taOOF DECK ST�CTURAL ALL FRAMING MATERIAL TO BE (M)5PH4/6/8 0-145 (1)Ha W/(5)10 x I-1/1" 0-9'-1 1/a" 2x4�! SPF STUDS + I6 O/C HEADER PER STRUCTURAL PLAN PL.AI•U OR TRUSS q IF APAlfEGQ RATES WITHIN 4'OF GABLE TRUSS 5TRUCTION GIF PROJECT WITH ad NAILS AT 4"OZ,AT -�L " _ X12 SYP EXCEPT A3 NO7& " 465-930 (2)H5 W/(4)SWEND/£A 0-147'-1 1/8" 2x4 STUDS • 12 O _ D LAYOUT IF STS 42. _rvFIE AtHWG 19 WAILED AST£N St-IEATHING TO FRAMING AT 3 o/G ALL SUPPORTED PANEL 145-100D (2)H8 W/l5)loci x I-i/l"/END/EA « 2x4'2 gTl�STUD$+ Cl"O/G MAY BE L*90 IL.O. •2 SYP ONLY G01 1ER OF INTO TOIL le ASBEIKBLY 1 ON EDGES,6"ola IN FIELD III/8d. A5 TITLED BELOW. EDGES AIJp a OC.N FIELD. 0-Il'-)U8 " H€ADER UW()ROW OF (6)1-v4"CrAL.V.ROCFNG 0-1000 (1)u16/W 9 WJ(10)10d x 1-1/2" TO t 2x6 '2 SPF STUDS+ I6 O/C IF BOTH SIDES OF FRAI'•'IING IS GARAGE J INFORMATiON DERIVED 51-IFdTt_iFt'�_ SPS-t4/b/8 w 32"o/c q II �-�-�L FROM THIS INSTRUMENT NAILS +E.4CJ4 SHgICsLE 7 0-1000 (1)Mt912 W/ll)loci x I-l/2"/ENID 0- - $ 2x6 SPF STUD + I6 OIC _..� ..,._ SWEATING v IN THE EVENT THE CONCRETE AFA RATED SHEATHINIG TO CAN NOT BE U5ED EOR w TOP if?TO HDR. FURLIN BOTTOM CHORD OF ALL I I' (2)MSTA24 TLV CORNER OF 5U"1t3 CONTRACTOR aMIT$TWE (9AOd/ErND/$7RAP+EA MATCH I'�aF SHEATHING TRUSSES UJITH W4 SYP NAIL THROUICaH APA RATED SHEATHIir HPAHD22 EMBEDDED 11 �'E OTHER UJORKS UNLESS tRUS$-TO-t!' CONNECTOR SEE PERPINDICULAR TO TRUSSES+ INTO NO,2 SYP FRAMING W/tad AT 3" STRAPS,IT IS ACCEPTABLE EIIP OF HEADER 1U1°- AUTHORIZED BY THE TRUSS SCHEDULE FOR PRE-ENGINEERED ROOF 24"O/C w/(3)loci NAILS AT O.G.AT ALL EDGES AND INTO EACH PLY TO SUBSTITUTE(1)MST48 U 11 CONNECTOR TRUSS OR RAFTER EACH TRUSS - UND. OF EACH DOUBLE INTERIOR PLATE.12" SERIES FLAT STRAP PER WALL SHEATHING SHALL FSE 1/16" •SHEATHING NEED_ONLY 2x*M SYP DSL .TOP PL.(SLOPED) ENGINEER WITHOUT SPF STUDS ors.ELSEWHERE. HPAHD22.FACE MOUNT THE APA RATED SHEATHING WITH ad II COVER LOWER RI!OF TOP!e INFRINGEMENT OF LEGAL LU W STRAP TO THE FOUNDATION NAILS AT 3'D.G.AT ALL PANEL 652U=Y IF. RICxHT5. ALL EXtERiOR WALL SHEATHING EDGES AND a"O.G.IN FIELD 6 9 Af9 PROPERLY 1/16" APA RATED SH£ATWWs UATH SHALL BE 1/16" APA RATEED SI>HD-Ti + ODS a Q$ FOR OTHER TI NT HARDWARE WITH EITHER(4)I/2"0 tU1ppD•Tia RODS + 4' OIG AND CONNECTIONS,SEE TYPICAL EPDXIED ALL THREADS WJ (TYP-URO.). SHEATHING PANELS U II Udtf_cr�rr�r,EruER2 Sd MAILS + 6"o/c ALONG ALL PANEL (2)2x4"?SYP TOP 1E FAS ESHE N lW Or—SPF- T AL WITH ad NAILS AT 6" w/.34,W/0'WASHERS. WALL SECTION AND TYPICAL 4 U4 MIN.EMBEDMENT DR (2)ROWS loci + I2"O.C.(U.NDJ MIN O.G.AT ALL PANEL EDGES AND ■ SHOULD BE ORIENTED tRLISs- .IPS/9� EDGES AND a"oJc IN FIELD. BLOCK (2)LAP W/(12)lod IN LAP. .O.)MI /8 8.O G IN FIELD(TYP-UNO�. HEADER FRAMING DETAIL_ (16)3/16"0x 13/4' TAPCON PERPINDICULAR TO FRAMING � II �ATTACI�TO BOTW fe. 1!Z GYP RE DESGRIPT ION " ALL EDGES(CONTINUE STUDS t SHEATHtt�Y-s ANCHORS.FASTEN STRAP TO MEMBERS,UNA. TRUSSES/RAFTERS FOUND t0 UNDERSIDE OF OUTLOOKER$) +32 O/C QE3 WOOD-TIO RODS +6' SHEATHNa PANELS SHOULD BE 1/2"0 x 4-Irl"EMBEDMENT(LEDGE (2)2x4"2 5'TP AT DOUBLE INTERIOR SHEATHING TO BE ORIENTED PERF? 1 O/C UN 3x3x1/8" WASK-ERS. ORIENTED PERPINDICULAR TO ANCHORS Qg EPDXIED ALL SILL(TYP) 11 SILLS//7L.ATES/BLOGCING,RAIL STlq�s lLV 120A6d JACKS PER PLAN q II TO FRBAMING MEMBERS,UNA. FRAMING MEMBERS q^EXTERIOR THREADS+32"o/c UV 2x2xVa" FIRST PLATE TO SECOND PLATE TLV MR 3 KING STUDS EACH CEILINCs HEhSHT VARIES 2 �,T,Jw,Ff:-TD-iL_' CONNECTORS FINISH IS STUCCO,UN.O. WASHERS OR UIOOp"Tla RODS + (2)ROWS IZd COMMONS A7 J3"Off. LENGTH CONAJECTOR 42 SYP PT BOTTOM iE W/ 4"o/c.WOOD•Tla RODS+ - SIDE OF OPENWG WHEN PURL24 BOTTOM CHORD OF - 51}114/6/a+32.O/C Q$ INTERIOR SI-II LLS ADD SIDE PANEL HEKsHT TO�L HP STUD W/MEBL(23A6d t0 USING 2x6 H SID 1Cs,5 KIKs 3 STUD ASSP'EBLY l2) STUDS EACH BIDE WHEN q ALL TRUSSES IJIITTd lx4 SYP (V H5,14a)••I ,QE3 MT512 WOOD•Tla RODS w V OIC. EITHER 24-o/c SHOT PIN$S2S I6d WIDTH REQUIREMENTS PER SIDE OF OPFJIgKs USING 2x4 FRAWIRKs UNA_ PERPINDIGULAR TO 4 (2)HS'S QS He'S QR "0x1"EMBED A.B.w/2"x2"xl/a" WASH CASE HARD NAILS • 18"a/c SOI-t(S) h(ft) MIN.w ON MAX.s ROD TRUSSES w 24"O/C w/(3) "ANCHOR BOLT AS !2"M/ FROM 10d NAILS A7 EACH TRUSS - 1'-14' AT 32"o/c Qg Ir2"0 UIOOD*Tia RODS + Z OR T PINS 1 y_1"" II II NAILS/ W/l9)had [U HI6 Q$MT812 PER TYP.WALL 5EGTIONL JAGIC/51UD$) UNA. 11 II NAILS/END +EA SIDE OF 6' OIC W/EITHER SHOT PINS+24"O/C *2 SYP PT BOTTOM IE PER TAIL E/STl 6' 1'-a 1/2" >14' SEE PLAN OR II CASE WAR:* + 15'O/C. " " ' q 11 q 11 £A.STUD JACK r,• 1•.g" +H��2M Not R9rQ'D 4 SLAB w/8 x8' THICK- HEADER t JACKS 70 + 4' i-2 I/2' ENED EDGE W/(U"4 HEADER JACKS 1' AND SHORTER MAY r- —r E CHIS LOCr1TtO1�JF JIL U q USE(4)loci D LIEU OF -- - • � " � � > `_ CONE.UNDER DOOR 11 11 TRUSS-TOCC�JIIEG710N •[ /':��: " ".• : ' ' " (SEE DETAIL 6/ST2) FINISH ; FIN( GRAD(? •TYPICAL WALL '111 1q1 PEAK- TO 11': 2x4 STUDS "A 6 x b - LU1A x WL4 ULF •° •ALL GONCRI=TE MINIMUMf1GRADE �. ---�_ -r----� TO-STUD, le- TO TO I6', 2x6 OY" t0 14', 2x6 $PF*2 11-- iE III 2xa SYP1l FINISH � .• � OR FlBERMESH � � �i"'^ .� 2500 F'SI GOP'IPRESSIVE t STUD-TO-SHOE, SHOE-TO-FOU DATION GRADE .f WATERPROOF BARRIER STRENGTH •28 DAYS! WTT22 W/5/a"0 ALL FOOTING t0 BEAR ON UNDISTURBED SOIL �T FOOTINk^s(S�TYPICAL WALL SECTION) THREAD(5 Lrl" I � �j NOTE: MASONRY STE"WAL.L MAY BE USED IN LIEU OF MONOLITHIC FOOTW3. INSTALL ANCHOR BOLTF USED,WITHIN a"OF EMBEDMENT)(TYP) BEARING WALL ENDS AND WITHIN a"OF DOOR OPENINGS N BEARING WALLS. SEE TYPICAL CCfICRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. D H T ITIONNAA M TA CONN GTO 5 WOD *T(� ANCHO INC I 5 P �Tl TYPICAL WALL SECTION 5T1 51.08 - 5PECIAL 5HEARUALL DETAIL sT1 TYPIC G DOOR OPENINGS DETAIL 5T1 CABLE END BALLOON FRAMING DETAIL 1,2" ,'_O" Builders •SUI t SM SHEAR WALLS REQUIRE MIN.46"OVERLAPS 2x4.M SYP OUTLOOKU_R Fi rstso u rce UV MIN.(24).131x3"NAILS +TOP PLATE SPLICES OR(2) •OvERHAi!<yg s�" w 24"o/r-TLV(U H5 w EACH of J a c k s o n v i l l e APPROVED TRUSS-TO-Ip GCXJNNEGTOP.S MSTA24's W/(W�d/END,CENTERED ON EdCl4 SPLICE. UPLIFT(LBS) CONNECTION Uf'LIFts ] STUD WALL 6F IE°IGATiON$ HEADER PER STRUCTURAL K L VERWA I TO TOP GHOFd7 LL GABLE TRUE 1000 SEE a Ht.(FT) STUD SCHEDULE PLAN OR TRUSS LAYOUT C� 5T 1 • OUTLOOKERl�O TOP CHORD OF (C,s1BL E TRUSS 0-465 (1)H5 LU/(4)ad/ENdD STRUCTURAL 0-9'-I I/a" 2xd'2 SIS STUDS• I6"RIC BLOCK SHEATHINGS EDGES 0-145 (1)Ha W/(5)10d x 1-Irl" . FASTEN SHEATHING TO FRAMING NAIL THROIKaH APA OR TECO RATED SHEATHING WITHIN 4'OF GA13LE T FLAN 0-10'-I UB" 2x4*1 S S+ IM O/C p INTO NO,2 SFT:FRAP'IINI.'s PER SHEAR 465-930 (2)H5 W/(4)8d/END/EA « 0-II'-I I/a" 2x4*M SYP STUDS + 12 DJG �� ULAL.I_TABLE. A7 3"/6.O:C.UUI 13d NAILS. 145-1000 [2)W8 t!U[5)loci x t-1rs /ENIp/tEA APA OR TECO RATED SHEATHING FASTENED t0 (2R1STA24 WK9Aod/END BUILT-UP OR BOXED COLUMN MAY 2x6 *2 SPP STUDS + 16 O/C FRAM WCs PER SHEAR WALL TABLE FROM 15EAM TO 0-1000 (1)Hl /H1bS U)J(10)10d x"1-I " TO r _ (BLOCK PANEL E S) I QR'?C . 0-1000 (1)MT612 TLV(1)loci x I-i/2 /EUIp - / x6 SPF STUDS • 16 O/G SHEARWALL GE�1T!~R STRAP ON7 USED IN LIEU OF 4x4 x�. APA OR TECO RATED UNA.ON STRUCTURAL (4).131x3 QR END sw 1/16" APA OR TECO RATED 8d COMMON HOLD DOW(w SENDS IN ADDITION SHEATHING TO MATCH PLAN. USE 4ply�SYP Q$5ply"2 SPF 2x4 NAILS w SHEATHING ON ROOF DECK PLI2l.W BOTTOM * NWILIWs TO TYP.WALL SECTION(A/St1 . ROOF SHEATHRIG G55q Roosevelt Blvd, WITH ad NAILS AT 4"Oar.At CHORD of ALL SPACING 15/STU WOOD-T(9 ROD MAY BE FL 32244 BUILT-UP COLUMN IU_.O 4x4 OUTLOOK TO DP TRUSSES WITH Ix4 USED IN LIEU OF ANY SPECIFIED Pr*1 s7P 4x4 POst CsA6LE TOP CHOR!P Jacksonville, ALL SUPPORTED PANEL SYP DOUBLE STUDS •EACH END HOLD DOLLN USE 5ply*2 SYP QE 5ply*2 SPF 2x6 Tel 904,772�i1p0 EDGE$AND a'O.C.IN FIELD. -COLUMNS GREATER 2x L-BRACE ON GABLE VERTICALS AS PRE-ENGINEE=RED PERPINDICU!AR OF SHEAR WALL BUILT-UP COLUMN I.L.D 6x6 (6)1-I/4"GAL.V.I:;." Ca TRUSS OR RAFTER €DG€ FI€LD I-STORY 2-STORY THAN 10'Q$THOSE= SPECIFIED BY TRUSS MANUF.(MIN.2x4'2 Fax 904.317-2835 zz TO TRUSSES +24 I CSIb NAILS +EACH SHINGLE TO I WALLS Z IS'LONG NONE NTNG � SPF TLV 6"o/c.131x3"NAILS+MAX 24"a/c). SHEAT O/C'ld(3)10d SW b 8 16€Q'Ds WALLS < 15'LONG• STRAP ENGINEERED WOOD :1 TRUSS A7 EACH READER KING STNS MAY SERVE (2)SPH4/6/S x1,11 lR"0 x PRODUCT: USE PT*2 O * TRUSS _all 0. AS DBL STUDS AT THE DUDS OF 44"EMBED 1 EPDXIED xVON STRUCTURAL ST. PLAN) — — — .4 GABLE TRUSS (2) 2 SYP TOP it. FASTEN av(2) SHEARWALL9ALLTHI ROWS 10d 12"o/c(UN.O.)MIN.24" SP'H4/6/a+32"o/c Qg WASHER tUITWiN 3"OF � — — (2)62 SPF 2x4 •£A.GORIER 0 CLIP END OF LATERA!..E3RACE TO GABLE TRUSS-TO-112CGNNEGTOR SEE W/(12AOd IN LAP. U1C7OD•Tla RODS Ul/ STUDS/SFH4/6/8. I IU.A.4x4 POST.l3)"M OFF 2x - R POINNT IT MI OF GAB T"X" BOTTOM GJdOkD UJITH(2)HS CLIPS. TRUSS SCHEDULE FOR 3"x3"xi/5'WASHER+4"o/c CONNECTOR F'037 70 SLAB CONNECTION 2x4' +COME Di " — (I)HT122 W/$/6"0 x 5-1/M" 31~516 I t3ENEATH BEAM WHEN 6x6 IS m B -E ql.3) t AT EA GABLE /(1)11M CHORD 4a TOP IC W/MSTAIa SUII 3 8 EMBED EPDXIED ALL STRAPS WITH AMU"OR AMUbb UY REOV. JACENT TRJS U)/(31.131x3"NA STRAP UU(1)10d/END +4a"o/C OR.131x3 TOE SPH4/6/a+ 32"o/c SPF STUDS STUDS ftR PLAN THREAD. n « � " : NAILS TO TOP!: •3"o/G-STAGGERED AS REQ'D. RAFTER-t0-1€CONNECTORS OR WOOD•Tia 12)16d Q iiM 0x4 U4 EMBED EMB 1 5/8"4oc5-i/2" C 4/12 PIT • a'O/G " (2)SPH4/6/a UV 1/2'0 x 4-U4 EPDXIED ALL THKEAAD 29 EMBED EPDXIED r 1/16 APA OR TECO RATED$H£ATHIIG WV ad NAILS RODS w/3"x3"xl/a" 21-516 n . *2 SYP L£C7rsER FASTENED 4/12 C 1/12 ICH + 6'o/G LENGTH CONNECTOR SWM 3 a R31BED EPDXIED ALL (1)WT* 4 5/a 0 x 5-1/2' __ _ ALL THREAD x +6.O%,ALONG ALL PANEL EDGES AND a"O.C. N WASHER+6"o/C " STRAPS >1112 PITC 4' o/c 0-1' I)H5)fr3}f16,Qg MTSI2 THREAD LLV 3x3x1/a EMBED EPDXIED ALL -- -- EdC4I¢ TO 16"o/c STUDS w/.131x3" (2)H5'$ Ha'9 Q$ •STRAPPING, fE WA$FIER" THREAD. F__ _ ALTERNATIVE A$ GUN RAILS ,@£A STUD FIELD. BLOCK ALL EDGES TTONTNUE SHEATHING NOTES: SHOWN ON (TRUSS-TO-LEOGIER TO MIDPONS OF GABLE BOTTOM CHORD) STRUCTURAL PLAN CONNECTOR SPECIFIEDEER)t 1-14 lU H16 QR MTgl2 CONNECTORS,CLIPa, IJ 5/16"HARD(-PANEL IS PERMITTED AS SUBSTITUTION ' •s- : • '� •• , � v BY TRUSS ENGIIEER) ] Ui' SEE FLAN A 3'S AND LIJOOD•Tlt FOR RATED SHEATHW s ON EXTERIOR r' i IF FIRST OUTLOCACER IS MOt RODS ARE NOT RE(= WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. :, / \�� h3€A)'i ABOVE JACKS 1' AND SHORTER MAY p 1/16'APA OR 2x4'2 STP LATERAL:RA"TOGE EAC4 1x3" THAN 32",FR MR FASCIA USE ®^ USE(4)10d IN LIEU OF APA OR TECO RATED INTERIOR BEARING '" I NAILS T 0TTO 14 BRAGS EXT EACH !2)2x4'$ +FIRST autL R ONLY n TRU$$-TO-2 CONNECTION SHEATHING OVER 5PF STUDS WALLS 5UF'POIZtiNG HOLD DOWNS 2) OPEWNG9 N SHEAR WALL FLAN. RE PR TO PERMITTED ONLY TECO RATED 5PACTRUSSBOTTOM FOCl*URTH IND. EXTEND IF SFIOLLFI ON THE FRAMING PLAN REFER TO DETAIL / I SWEATHWG 11V BRACE?TO FOURTH INTERIOR TRI". ONLY FLOOR LOADS. PER TABLE D/STI. \ FOOTING(SEE FOUNDATION RV*0-1'162x6 wK5)NAILS +EACH STUD. STUD WALLS WITH:RICK VENEER—) FOOTIIG CSEE TYPICAL WALL SECTION) I 6"/IM"v/c Bd RN 111-1241.2xa wKa)NAILS +EACH STUD. MSTAlB STRAP' * •'* OPTION: SECURE BRICK VENEER PLAN FOR SIZE) NAILING-4 SIDES C 4112 1/1 PI • a'a 3)HTT22 SPECIFIED FOR SWI MAY BE SUBSTITUTED WiTH \, RV•1242-1862x12 u✓(12)NAILS+l=,AGH STUD. 4112 C 1/12 PItGH • 6'o/c 48"o/c Q!�.131x3" TO WOOD FR4ME w/GALV.TIES + *2 SYP B07TOM t:W/(2)ROWS,OF 10d 5WALLMBE 1J*" APA.RATED SIG HF'AHD2M WK23Abd TYP. PORCH PO5T 4 I ALT. BOXED R >1112 PITCH • 4'a/c TOE NAILS t6"o/c HORIZONTAL t 32"o/C NAiL$ a 12"o/G,STAGGERED. SHEATHING WITH ad NAILS AT 6" I VERTICAL O.C.AT ALL PANE_L.EDGESAND E 5�IEAI'�'. WALL A55E1"18L.Y DETAIL BEAM FRAMING DETAIL I COLUMN DETAIL TRUSS LEDGER DETAI ST1 (SABLE END 5RACING DETAIL � a"OCG.IN FIELD(TYP-URO.). 1/2"=1'-0" I 1/2 I m 1`�-��-m" 1/2" 1r-Olt 3/4.14G PLYWOOD - SHEAT 4,*PANELS SHOULD BE Oj71 1/2 u = 1 1-011 tt- '. ret NAIL SHEA.THIIG TO BOTTOM le Wlao'o)c loci RAiLS 4 GLUE ORIENTED F ERPINDIGULAR TO AND BAND BOARD PER RE62T3 W/LIG UID NAIL OR EQUAL. FRAMiNY MEMBERS IF EXTERIOR SHEAR WALL EDGE NAILING. FINISH I$STUCCO,URO. (2).131x3" NAILS/'TOE-NAILS FROM C STRAP ACROSS JOINTS N -� NAILER TO WOR OR JACK °./?UD. TRUS$TOP CHORD �J Q BAND BOARD UUI l i h ISTA24 USE 4a"STRAP$ IU_O. IWOD•T RDD FROM ABOVE, �� Ul/(9)10d RAILS/END SPECIFIED 40"STRAPS SECURED TO BEAM 1/IA H7T16►WV IF LOOR DEPTH a 16" HORIZONTAL 2x4 SPF"M (18A6d NAILS,MN 0 (�� (NDT REQ'D U!I-IEJJ USING HisADER P£R BLCJGKIJCs BTTLN TRUSS UIOOD•Tlt:RDD TbJP�OIJ'aid BEAM SECIJ�D VIA WOOD TIE ROD t LL- NAIL SHEATHING TO TOP IE (4ACd +KING (1)HTTI(a W/(18116d (MAY BE ROTATED O PER REQ'D SHEAR WALL U000-TIE RODS) STRUCTURAL KI STUD-TO-HEADER CONT 2x4(MAYBE OMITTED IF(U MSTA18 IS USED CENTERLWEOH BE/>)'1 UV 180'70 CONCEAL FLANGE) EDGE NAILINIG PLAN EACH END AND FROM BLOCK-TO BLOCK ACROSS EA TRUSS) 3x3x1/a WASHER 1 NUT. z ATTACH 2ND FLOOR STUDS TO FLOOR TRUSS OR I-JOISTS EACH PLY. 10d +6"o/c FROM IST FLOOR STUDS OR FLOOR UPPER FLOOR STUDS 70 LOWER Yq AF'A OR TE W RATED CONT,2x4 TO 2x4 B£Af 1 W/40'L£NGTW(46" IF FLOOR$TUD$OR LOWER FLOOR TRJ$S-TO-RE AND SHEATHING TLV(1)riOW CF BLOGKRNs FLOOR DEPT14 a 160)OF CS (2)S 2 SYP'TOP iE. BEAM WITH 40 LENGTH OF CSI: RE-TO-STUD CONNECTOR ATTACH FIN OF LUINDO � ad NAILS 3"OZ.AT TOP HORIZONTAL 2x4°OPF*2 STRAPS +3M"OIC WI(IV 10 FASTEN W/(2)ROWS loci $TRAPPING WAllAOd/END. SCHEDULE FOR SPACING (� " CENTERED ON FLOOR SYSTEM CONNECTOR(SHEET STV TO HDR / NAILER (INTO iE'S)AND PO SPH' S GT IO SLOGGING STUN TRUSS WEND(CENTERED ON FLOOR 12 o/c W/MIL(12)III N (INTO HEADER)NO$PH'S SYSTEM)OR USE WOOD•Tra SF'F STUDS LAP(URO.)MIN.24"LAP Q$WOOD•Tla R03$ +4'o/c 2x4 02 5PF MAILER q REQUIRED W/UPLIFTS UP RODS •6'O/C(4'O/C • K AND KINI TO 1000'/TRUSS. P TRUSS ROOF SHEATHING 5 WOOD BEAM INTERIOR WALLS). CONTINUE APA OR TECO RATED SIS STUDS STA1JACKS �AOdTO HEADER yTITT MR GALLOUt UPLIFTS EXCEED 10004; �TI � OUANTITY/$IZE�G;RADE1$PECIES IN EACH TRUSS MUST 13E CONTINUOUS 2x4 SPF n LLv l3) UJOOD TIE ESE AM CONNE GT I ON AL T E RNAT I YE S OF SCUD COLUMN$PEGiFIGAtION SHEATHING OVER SPF STUDS HEADER(iI IN JACK ON STRUCTURAL PLAN CONNECTED t0 THE .131x3"NAILS TO EACJ-I TRUSS n, ON STRUCTURAL $HEEL(Si OR 02 SYP P7 BOTTOM M w/SPH4/6/a• i/2"0 x 4-1/2"EMBEDMENT WEDGE q HEADER,SEE $1 _-- _ _ ___ -- _ ____ " 1�n a �'-IDIS 82)THROUGH FLOOR SYSTEM t0 32"o/c OR Uk70D•t(s RODS +6'o/c ANCHORS Qg ER'OXIED ALL TRUSS TOP CHORD VERTICAL 1 •6 EDI T x3 FOUNI7ATICN AND ADD lV GSI: BOW WINDOW E�NsINEERiNGt SHEET' NAILS IN INTERMEDIATE(1)IM Ti PER PLY ACROSS FLOOR THREADS +32"o/c W/2x2x1/8" OPTION FASTEN ADJACENT --- BLDCUCiNI_s ADD(1)MSTAI9 SYSTEM PLY ACROS to RODS WASHERS OR WOOD•Tia RODS 0 KIN:aS AND JACKS LU/(2) STRAP U.V(1)10d/END +EA - _ (ORIrl"0x1"EMBED AUS.wJ2"xM"xUa" 4 o/c.W000•Tia ROD$ 0 FASTEN ADJACENT KINGS II HEEL/END VERTICAL (3)RoWg OF loci NAll9 0 SPLICE(CONT_Mx4 MAYBE (1)}Zp111 GF I0d NAILS += 8" O.C-STAIGCsERED AS � 1� CONT.70 FOtYIDATICW. >t OMITTED IF(1)MSTA18 IS USED S� u) INTERIOR SHEARUTALLS ADD AND JACKS W/(2)ROWS ROWS OF loci + 8 OG. c� - " N ]� ° UI £A PLY. WASTI);R AT EV32" A. . I/1"0 WOOD•Tia I, 4 OC.S7AGsrsER£D,1 I` `J RODS +6'o/c UA/SHOT PINS +24"o/c E31TI-(Eft 24"o/c.SHOT PWS Q6 16d OF loci • 8"O.G. U)OOC+•TIE ROD ADJACENT �fig`' i FROM BLoGC-t0 BLOCK T I/4"OFF �OF 2x6. . CASE HARD NAILS • 18"o/G 70 KING STUDS EACW SIDE ACROSS IEA.TRUSS) (1)ROW OF loci NAILS+ 6"OC OR I6d CASE WARDS • 18"o/c. OF OPENING 2 6'-0" CJ.71 STAC<3EFED,WITHIN 3/4"OF CENTERLINE OF 2x4 q 1/16"APA OR TECO RATED s ALL JACKS TO BOTTOM OF't»NIWsB GREATER THAN SHEATHING W/6"/8"o/C ed NAILS ,rt _ /� -� • tE, SHP4/6/8 PER J4rJC 6'USE trt 0 OR OR5 AT �/8 0 - BLOCK ALL PANEL.F_DGE& z I� FINISH -1• 4 :• •e q OZ.OR V4'00 TAAPCON At 32"O.C. 1 1/2" _ GRAD 1 6 x 6 - W44 x W.4 UILF e " " OR FRf"I"R OF TRUSS-TO-IE CONNECTOR: DOUBLE SOP t!"OF WALL DR,QII� YES WATERPROOF •ALL CONCRETE MINIMUM BARRIER 2500 PSI COR'IPFd=SSIVE SEE TRUSS SCHEDULE FOR 2500 SI +2a DAYS.• TING(SEE TYPE(DTL A s E3/STV E:5:F::F n nFOOTING t0 BEAR ON UNDISTURBED SOIL STnETAILFOgIIINDAti OR SYP 6 X� ?. 15/8 CHECKED LAP NOTES MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING-_ INSTALL ANCHOR BOLTS STUDS/SHEAR uLALL J (IF USED)WITHIN 8.OF BEARING WALL ENDS AND WITHIN 9"OF DOOR OPf rN1NG$ W BEARIIG �n p r� �7 f 5UILT-UP COLUMN S �t SCALE 3/16 WALLS. SEE TYPICAL CONCI Ir SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINY_sS. '4 SF'F OR 5YI G X•-h PLATE HGTS. UP 70 1Co'-1 I/8" '` 5F'F OR SYNC XS TRADITIONAL METAL CONNECTORS U100D*TJe ANCHORING RODS 1..1 BRACING OF TRUSS I•,.�EELS BUILT-UP COLUI-N STRUCTURALSEE BUILT-UP COLUMN DATE S/15/(d2 OYER ��II TALL AT 5�-IEA �ALLJ' PLATE HITS. UP TO 12'-1 I/8" f TEN WALL�AF�iWs-To-Pog�MIN aad'I NUMBER " F't.IES. PLATE HGT5. UP TO 20'--l" JOB NO. 5TANDARO ST1 MULTI -STORY TYPICAL WALL SECTION ST1 TYPICAL OPENINGS FRAMING DETAIL - U.N.D. 5T1 120OiCORGYPSUM-TO-POSTUY MIN 5d's +4"O/C 1/2" 1'-o" 1/2" :. 1'-0" 112" 1'-m" • Y I 1I-W J -KI STU MULTIPLE PLY P05T CONNECTIONS TOP PLATE MAY BE 4 u n TRUSS BOTTOM CJ.KORD MAY /2 " � � � 1\11111t11f!!ll/j/1 ,�1 I 6E BRACED WITH EITHER (1)WOOD-Tie ROD ADJACENT t0 STUD POST IF P=ORN BEAM I$ NOTCHED TO ALLOW PORCH Q •��' by S✓ J/ CONVENTIONAL LUMBER(2xa,2x10,2x12,ETC). (1)WOOD•t(E ROD BEAM TO Sia LET IN TO e SHE Ix4 METHOD OR THE C}�, .. !' / ADJACENT TO EACH SIDE OF POST IF PORCH BEAM IS WALL PROVIDED THAT(V ? / BLOCKING METHOD. EITHER `� ROOF SHEATHIIG SUPPORTED EDGE METHOD IS ADEQUATE AND fEN&NE_ERED LUMBER(L$L,LVL,PSL,ETC.)` 2x4 rI Si"F FOS: IS ADDED DETAIL TO 131!FOLLOWED AT ALL the ff`00D*DeAncho ng RcdSystr�n consist of vertically utien �,�r"diameter,A307 durade'd steel rods TO EACH SIDE OF PORCJ 1 NAILING PER PLAN DOES N07 DEFEND ON THE LOCATIONS WHERE EXTERIOR WALL secured to the foundation Nia an cmlx dment of uai less than 4-1.#"into 2,SUOpsi concrete with an edge OVERHANG DIMER510N. SEE TRUSS ENGINEERING FOR MAX BEAM TO SUPPORT TOP IE!. RUNS BETWEEN TO PARALLEL TRUSSES- 7 _ y o/c SPACING OF BRACING-SEE PORCH BEAM MAY BE NOTCHED IN ADDITION,(1)WOOD-Tis distance of 2"(3"when_x6 tiarrting is need)mid secured with Simluon.1T:lcq lio-lie two pari epoxy,or No.2 SYP 2x CONT.TO Tt3114g t H.19k'131 FOR ADDITIONAL TRUSS AR0lpN3 TOP PLATE PROYlDED ROD SHOULD BE INSTALLED ROOF/FLOOR atlter two part epoxy with equal or higher allowable tension loads for the identical application twerp ut epoxy. 11 u TOP PLATE W/.131x3' - MATCH THE TOTAL DEPTH OF THE BEAM IS I/�F MAX BRACING INFORMATIONL TO EACH SIDE OF FX E1 a gr,Eg I lee rods,a single,continuous rod or rod scgt"ents coupled together,culminate directly above the top plate BOTTOM CHORD OF TRU66 EDGE NAILING SPACING OF Z S-1/4"UNLESS NOTED ON THE r F with a 3"x3"xl aur 1.8"thick steel wasltcT and nut where it secures die tales against tertical tno�•etnent. BEAM AND(U MSTA24 F Ug p � �', l. -•.•� •• r i;' (UP TO A 2 xl2) SHEEARtLALI SHEATHINkCa STRJCruRAL SHEET SL SHOULD BE ATTACHED TO The nut should be tightened until dle washer shows the slightest example of&-:formation(about 25 lb*ft of (EITHER 6"o/C OR 3"d/G). (1)SIDE OF EACH TOP B torque). :1t exterior walls nue ff C)OU*lie red should be installed at each comer post-on the side of the post �Otra r 1x4 SYP GOWt:RAGING CENTERED ON 114!:JOINT. 2X4*2 SPF with the ov':lapping upper-must top plate arid at not nwte than six feet on Cemex there after.()}rcrurngs * /�s �k ��SZ gHEATH TRUSS CLOSEST TO col(2)loci t0!=A TRUSS, LEDGER gir3 r than six fed in length should have one W00D Tie rod placed at each side of the uperung.Al un[ct'iur % r•' ti TECO RATED I WALL W •UAFA 1/8d +03 DO NOT SPLICE -OVERLAP (4)J EACH walls,one g'00L)*Tie rode uLdd be installed at each comer post-on the side of the Post with the //I/I st "' �` "-� JOINTS MIN(2)TRUSSES overlapping u,tet most to late-and at not more than four feet on center thereafter. Additionally,if no 1// UNA L O.C.AT ALL EDGES AND IM"O.C. IN NAIL POST D NTE=RSECT WG other hold-down is present,a N'001)*Tie rod should be placed at each end of each shear-wall segment if the /JJ/11111!11 11111��,\ 1�VRGI4 HEADER THE FIELD - BLOCK ALL £PaF.5 VINYL SOFFIT I.V(1)ROW OF TRUSS end of the stgriwif does not coincide with a cur ner err npcning. Pur two-story walls,walls over I F ] or (MATCH NAIL PATTERN SPECIFIED PORCH BEAM, 2x4 02 SYP TOP le 131x3"NAILS w 2" MEMBER- (3)J3�„ eeriain uther applications when a single,continuous dux adod rod can't be,used,a coupler should be used to FOR SHTN'G 0 5W BELOW). $W1 AND USE WHEN 3Ja" AP 5W WALLS ONLY E13CrE OF 2X NEED NOT BE �TI`NIG in/6" SEE O/G BOTTOM NAILS+ join two or more bon s ofrud together-s create a continuos path from top Platt i foundation.•lite Iong'r FLUSH W/EDGED 70P fE. FASTEN-e+OFFIT rD Ix4 NAILER w/(21 loci 0/r.bd STRUCTURAL EACH should be Each ro whore d be with a cross sectional area to nut less than and square inches,ideally 1?c long X SHEET n " 1 TOR fad TO2x4 SWEETETT-51FORDIWE T 7 11 16".Each and should be t�treadcd not 1 that['4"into the coupler attd the two rods should Snake contact at 2x FASCIA OR w£A W O/C STUD MTL FASCIA T14 6 M VER 16 SEE DETAIL AJB FOR STUD HEIGHTS ON LEDGER or neat the tniddlt of cite coo ler and be ti•ntotred sa as to prevent the movtntent of the coupler or either SOFFIT TO 2x FASTEN CHANNEL TO FRAU•'IING, FASCIA OPPOSITE TO threaded rod. SIZE/SPACING IEQUIREMENT$. FASCIA w/ SIDIiNG OR MASONARY VENEER w/ SIDES OF BLOCKING. At exterior walls,APA or 1LCO rated sheathing,or Si 16"llardi-Panel should be applied to one side of the APPVID NET O.H APPV'D FASTENERS MAX w 6"oJC ET O.H. WALL. wall.An additional cow of 8d nails(6d with Hardi-t'aru l)sltuttld be placed at 6"o.'c into the top plate FASTENERS w AT r"tC4-06 NOT 6rerrtcAt_LY U154TWIEP WITH A NOTE (3)031(3" assembly in addition to any other nailing specified for securing the sheathing to the frame. STI SHEARUMLL (SHEATHING t MAX 6"oJC to'BHEAN eORC14 CEL24c,.'tat CONTIAVA 5RACRt1 OAF�HANr DETAIL FOR TOENAILS w At exterior wall applications where the N'CXD"'TieAnI;&wtng Ruts are used to a)resist roof uplifts,b)resist MAY sE U6Bp W CGfA.1JfJ=kM UTN EITimE A VKn " EACH ovcnurning rnorne nLs,c)resist lateral wind loading(perpendicular to the wall),and d)distribute shear-wall CON IIECTORS PER 60WW rra,MATERIAL pas exTOtr OR-crvane GYM" OVERL16LUa OYER i6 NET CEILN2 WARP�T:F PA="THR App�r,�e STUD POST - (ply 2x4'2 a F'�7 2x4 w2 c BLOCKING TO loads(parallel to the wall),additional intumicdiate shear connecters are required.Ilse inWmwdiate shear Of O�-RHANG l7ETAIL FOR t 024�a t�THE 8f'EC4RC APPLCATtaN.THE PER PLY OF PORCH BEAM FOR txA GGwTtt UI CItAC n ' A•oia 240 OK. SOP connecters may be either''z"diannctcr X 'i"ennhedtnortt threat or near rods os be diann;lcr X 4" OVERHAUNGS TO l '6'NET (ATUC" D TO B.AGJ ECTIN Tt "aR 2x CONVENTIONAL LUMBER 2ply 2x4 24"O/C. OF EXTERIOR embedment Powers Fasteners Blue•Tip R'cdgc-Bolts,located at or scar mid-puunta bo[ww n 3'00D*Tie T�&7rrnrWi ar T#-e C�nrl r�.4-<m. Ti MOT HrMttMMA�rt Tei� B SPFAM POST PER PLY OF PORCJ4 WALL g --BEAM I FOR ENGWEER>=D LUMBER Atulwrin Ruhr,but in no case more Ulan 48"from any two anchor combinations;err'.�"cliwnct r X 1?i"MST Off Off ATTACMP To Tr•�n•a/a"'"A3 FLF=P 5W EXTERIOR embedment TapCon anchors or.163"(or larger)diameter X 1!'i"embedment power-actuated fasn:ncrrx, aJ Ti-9 M6Fir, ATtaIJ N6T10JGTtgnt6 A96pGLATEp WTM WALL located at or scar Third-points between Jf'UOU*Tie Anchoring Ru:A,but in no case more than 32"from wry 1 TWE 9F>=CCJFIG MAT�t'tt14t_ NOTE; two anchor combinations or I6 case hard nails at not more than 18"ere. THIS INTERIOR SWEAR WALL DETAIL IS INTENDED FOR USE IN AREAS WHERE THE CONTINUOUS WOOD BRAG IN� 11 each side of the shoe plate joint,any one of the four intennvdiate shear curmcaors outlined in the SHEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS IS AN ALTERNATIVE TO �j G Y C GONTWUINNs SHEAR WALL FRAM WCs ABOVE THE PLATE LINE TO Tld£ROORa DECUG � �j 1 �+ ' I TRU 55 �LOC'`I NG pts:coding paragraph may be used w ste;w•e lite plate and prtvtttt hutizuntal muvtmtnt.The oo-p au)uutt N F'ORCI•-•I BEAM TO STUD IF THE NOISY IS TIED DOW(USINki The axiii ueatedwa letu ion!joint, CONVENTIONAL S7RAI=PING, R N The t}picas maximutn allowable ttruiun load for each unit is 3,6754 at interior locations and?,9�43N at 5T1 ALTERNATE INTERIOR SHEARWALL FRAMING 5T1 TRU55 BRACING 4 OVERHANG ALTERNATIYE5 5T) WALL D TAIL" TOTHE CRBE MCONR CONNECTION SHEET FOR STi DETAIL PORCH BEAM CONNECTION exterior locations,when installed as designed. Hylton a 3"edge dist rI is used with 2x6 framing,tine typical 11�11 - 11-Ott 112 11 = 1,-O'1 DETAILS. maximum allowable tension load for each amt may he ittcrea.,ed to 3,4994 at exWrior locations. 3/8" = 1'-Ort 1/2" I � THIS DOGUMENT 15 AN Lu INSTRUi•'fENT OF ENGINEER'5 SERVICE FOR OTHERS FOR CON- i[l 5TRUCTION OF PROJECT �? U1 4Y A5 TITLED BELOW. z m INFORMATION DERIVED c. Z � FROM TH 15 INSTRUMENT 11- - r _ O Z U CAN NOT BE USED FOR _z W p OTHER WORK5 UNLF-55 _0 z Wcv tu c0 73 AUTHORIZED B''r' THE ENGINEER WITHOUT F INFRINGEi"IENT OF LF-GAL Lu U RIGHTS- O0 fljo - w W U RE DESCRIPTION a) LL [Il z Z ATTAO.4 50TTOM PLATE TO SI-IEATW WALL W/TA&'Ar A.OR 1-- 9 1 CI.OGKING AND FLOOR4"0,*--i1SSE8 TEE RATED WII ATHINa W/8d•5' Q z (\ w r�fl W/0.131'KV NAILS•4"ON(2) O.T..AT ALL O ANA i'O.G.N \�1 lu STlC<11�Fo R7t113. THE FIELD.STRAP 5TUPS TO G3LOOKJIJC.6F.LWI wKU'5T44 aTRar•EAOrI STUA. 0 O 1-- 4 r r SW 5W 5"FATH ODOR TRU .4 3/4'APA F" r.---rte-----.--, 3'O.G.AT ALL EDGE$AND 4. Ti-IEFIEIA. r- T .{ W u Cn -4 (f) ".4 (2)2x&-I/3 , � 2PLY 1x1 6L0[:ICJFYi HET>•EEN - \ O CJ OaTkEEM FLOOR T"u9W_6 WGER ; _ d a PLOUR TRJ55(LF9 _ ATTACH 5LOGK11,4 TO FLOORS I I aLLI JA U OU TFL""✓5rww5aN(2)MT512'9 OR (2) rrW w�RA M5TA24'9 0 TDI TO 2pl 1Q W F_ ® FIR;;Z GLOCKJNS•ri"T FLOOR 5EE Sn FOR STANDARD 5FCA71f,4 (2)MT512'5 701 r, . 2x4 '1 5� P05T w/ (1J WALL OR OUILA UP 2x4 OR 1Ff1LZ OF DE XJW3 TO FLOOR 7R."ON X (2)MT512'5 a FOIA TO V WOOD°Tie ROD. 3 yUN-L TWart T u 5 s NTWOR 51PE OF 2Nv MOOR"L. j � 2ply 2x4 "2 SPF P05T d io I � C)TO HEADER h, �I c) ATTAG44'ffNT AS WALL MEL= � � w/ (1)WOOD'Tia ROD. 2x4 APA TOR TECO RATTED I I cn p X IW1LL. %ZATHRIY.uu ad•3'Or- I 2X4• 02 SPF STUDS I B U ' Ll r 3% Or-114 T FIELD AT A"EPc5&S ANP 6' SFE DETAIL S/ST1 •OR I r---- I F " 7f+ ! I U � O � � -i ------ .-._...-..._..__.J � Z � � � � f l 1�,. 1 r N 3DETAIL i 5W1 p u Xwv ��:� Qa��.�r�✓' C---��_--� �l�J>C D�T�Tf L I , _ (a (a yr of Jachacnville I I I I t \ TM d F\itI lJ . _ X vm � , LI z/\'� �._ 6550 Roosevelt -- ' ` I 3 alt Blvd, Jacksanvllle, FL.32244 m (2)M'TS12'5 + F01G TO 5W1 n X al O m 2 1 2x4 "2 5PF F05T U x Tel 904,772-6100 (2)MT512'S OR (2) CONVENT I ONALLI' p 1 Fax 904.317 2835 w/ (l) WOODOTis ROD. • c., M5TA24'S 0 T04 TO STROP ALL SECOND -3 _� ~ 2ply 2x4 02 SPF POST n w/ (1)WOOD'Tis ROD, FLOOR ROOF (2) A34'S 0 HDR TO �L a cri v 2r'Iy 2x4 02 SPF JAr.IC '� Q SEARING LUALLS TO POST• '� w w BEAf•'f5 / {- E�DE�•S (2)MT575 0 FOIA c U _j BELOW PER DETAIL � To HEADER . q z � X A r 4) 5W1V X O VL suil a� Q) r r iu SW 5W2 0 VI I I � �----- I X a VI u (2)MT512'5 OR (2) A I _J I -_ 3 V V `4 M5TA24'5 0 T03 TO I I I ( '• - cv 2ply 2x4 02 SPF Po5I I I I k � r Lu/ (U WOOD'Tie ROD. -- j I _ I �-' CA 1G��=� VI V - r I t r---fir -- I I V VI I I I I I II X 0 Q V cr X (2)MT512'5 OR (2) \9 V z M5TA24'5 a T013A TO I I fi 2ply 2x4 *2 6PF P05T I m w/ (1)WIOOD'Tie ROD. cp I I VI U m LL _ O 3 X 0 W vl 0 W_► 3 (2)MT51215 a T03 ; I w VV Q X TO HEADER . I W V If I (2)1x8-2R SW 5W1 u U 0 Z D(2) 3/4"x3U4" Lv11/ 5W1 5W2 N r r 0 3 Z W Q LU U Z U- Off 0 LL (� ii m z z � U- m 52 3/1011 = 11-011 STRUCTUIRAL. i=LAN D_ DRAWN BER 1 o Q 52 3/1011 = 11•-fZ�11 CHECKED LAP z SCALE 3/16 DATE 12-21-04 5TRUCTURAL ENGINEERING FOR USE WITH JOB NO. je6c iso TRU55E5 BY 5U!LDER5 FIRST SOURCE, 5QFT. 2408 END ZONE PRESSURES -- - J,, ,-•r\\\V^V ^ -GARACHE POOR PRE65URESEND-ZONE COMPONENTS - \- •• . GO1TPONENTS t CLADDING PRESSURES - IN 1`5F5F C0MFCNENTS 4 CLAPPING FRE55URES(IN P5F)FOR r4ARAGE DOORS WITW ONE �^ T � • END Le TO 5' INTO AN END ZONE.(ALL PF�SSURES NEGATIVE,EXCEPT As NOTED) GLADD INC PRE55URE5 APPLY £ND-ZONES INTERIOR-ZONEg �'-m" �• K• ••, .', �l AREA SIZE LEWSTW(IN FEET)OF DOOR INTO END ZONE POSITIVE © TO WINDOWS d DOOR5 IN r i e►.irlr', F,' r 'i (S/F) POO.(+) NEG.(-) PPS.(+) NEG. (-J I 7 3 4 1 5 PRESSURE HIGHLIGHTED AREAS - TVP. ' �" 0-20 5f 416 59.9 41,& 50.7 S' m"x 1'-0 -41.6 -48.) -48.9 -43.5 -50.2 +43.7 i m THE X DIMENSION ILLUSTRATES "t0-50 Sr 46.1 5/0 8 46.1 431 LCIR�-DOORS THE MEASUREMENT OFF THE 50-100 of 43.1 522 43.1 46B / +.w 1 `��`.�� c ; -455 -45.1 -45.9 -46.2 -46.4 +42.1 CORNER OF CORNER OF THE HOUSE WHERE / !- 7 IraO 5F 42.1 49.1 42.1 452 LCR DBL DOORS I /� -tr;f,;rsa�lt� .� • r PAD FOOTINGS UP TO 3D"x3D" 5�-IOWN AT THE FOUNDATION-EDGE MAY Bar OMITTED IF A ,STEM-WALL FOUNDATION 18 USED IN LIEU OF A MONOLITHIC FOUNDATION. PAD FOOTINGS LARGER THAN 30"x30" ARE REQUIRED WITH EITHER ASTEM-WALL OR MONOLITHC : To 3m' pOO��»OTW ENDS IN AN END ZONE htU87 u�FULL END HOUSE END-ZONE (NOT INT-ZONE) (r � .pf�;�c�SGflVlli".'° ^t � FOUNDATION. ADDITIONALLY, WHEN A PAD FOOTING 15 REQUIRED WITH A STEM WALL FOUNDATION OE 30"x30"), IT NEED ONLY BE PLACED EITHER BELOW-GRADE FOOTING OR IN THE 5LAB, BUT NOT IN BOTH LOCATION5 UNLE58 5PECIFiCALLY NOTED A5 SUCH. EXPC'�0" 26 55 Fa ZONE r'RE55URES FRAhT CIC TA6LE (T`(P) PRESSURES SHOULD BE USED. + + l %�I�rrt� :rrJ09• - WOODTie 11 LEGEND PLAN NOTES CONNECTIONS NOTE THAT CERTAIN WOOD-Tie RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING- NON-LOAD BEARING WALLS 1) SEE SHEETS 5T1 AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR METHOD OF ATTACHMENT MSTA 5ERIE5 STRAPS CANNOT BE TWISTED. ___-_.__.._--__-_;__...- ,-._,•,.....,- -__ THAT ARE NOT A 51NEAR-WALL DO NOT REQUIRE WOOD'Tie ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EX15TING (2) 2x6-1 / 2 HEADER/BEAM GALL-OUT DETAILS. SHEET �� MSTAIB (14) 10d Commons/Total. THEY MAY BE APPLIED FLAT AND/OR BENT LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOODOTie RODS INSTALLED A5 FOLLOWS: 2) TH15 DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT M5TA24 (16) VDd Commons/Total. TO CONFORM/ACCOMMODATE REQUIRED NUMBER OF KING 5TUD5 EACH SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENT5 AND DIMENSIONS, THAT 15 O/G WOODtTIe ROD 70LERANCES M5T48 (48) 1©dxl-I/2"/Total. APPLICATIONS, BUT THEY MUST NOT BE NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED $Y OTHER5, BUILDERS FIRST SOURCE OF JACK5ONVILLE, IN TWISTED- USE MTS- or HTS-5ERIE5 "TWISTED ROOF TRU55 UPLIFT (L85) LUOOPtTie ROD(5) EXTERIOR SIZE OF HEADER MATERIAL DE51GN CENTER (BFSDC) 15 NOT RESPON5I5LE FOR THE ACCURACY OF C51ro (25) Bd or (22) 10d Commons/TotaI, -TOLERANCES 5PH4/F,/B (12) 1(Ddxl-1/2". STRAPS" AT APPLICATIONS WHERE TWISTED #O-lmmrd ROD(5) � 4' O/C (INTERIOR) OR ro' O/C (EXTERIOR). � NUMBER OF PLIES IN HEADER THIS INFORMATION PROVIDED BY ,ANY OTHER SOURCE. y" SHOULD NOT STRAPS ARE REQUIRED. �mm1-2m16 ADD (I) ROD ADJACENT TO TRUSS. � �� OVERRIDE ALL EXTERIOR HEADERS (2)2x6-1n UNLESS NOTED OTHERWISE 3) ALL REQ'D BEARING LENCsTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT MT512 (14) lOd Commons or 1Odx1-1/2 /Total. of 02011 s GREATER CONSULT DESIGN CENTER ' 3 -O I 3 -O> HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HT520 (20) 1>ad Gammons or (24) 10dx1-lr1"/Total. WOOD TIE ALL INTERIOR HEADERS (znxb-vl UNLF-55 NOTED OTHERWISE INTERfOF; PROPERLY RATED OPEN WEB TRU55 HEADER MAY BE USED BLOCKS, MGT /ALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING MGT (14) )110dd Cinommon a o Wo TdruMemnbd Stu 5" diameter. or Larger Threaded Rod per Accompanyln GUIDELINES p� OUTLINED w � * � >s A�FRox (t-1ATE BELOW IN LIEU OF SPECIFII=D HEADER Note on Page 51. g p p y 9 g ' k *� X X WOOD Tia ROD LOCATION. X 2 © 2 -© > ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS HGT-2/3 Ea/8 diameter or Larger Threaded Rad per Accom an In Note on Faes 51. r ICxT-4 5/8" diameter or Lar er Thraaded Rod per Accom an in Note on Pa e 51. RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED A. GRAVITY LOADS: �3 LATERAL LOADS: g _ �� to, p y 9 9 OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, 6'-(a" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS 5HOULD BE LOCATED AT 5W" SHEARWALL SEGMENT - REFER TO DETAIL F/5T1 AND/OR D/5T1 ROOF LOAD TOP CHORD_LL=20F&F DL=-IPSP HTT16 Not trod Sinkers 1. Wood Member 5/B dlmaeter or Larger Threaded Rod per Accompanying WIND LOAD - 12m MPH Note on Fa2e SI, i CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWN5 PER BOT CHORD_.LL=10F5F DL=SPSF SEISMIC ZONE - 1 g -'- APPROXIMATE WOOD-Tie LOCATION ' DETAIL E/STl). RODS 5H0l.0N IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR �>= woop.Tre SECTION FLOOR LOAD DL=15 PSF NTT22 (32) irnd Sinkers to Wood Member - 5/8 dimaeter or Larger Threaded Rod per Accompanying OTHER SOLID FRAMING, LL=40 PSF Note on Page 51. . L umber ! � �� / f�rtc�r (20� ��°�� l�i�� f( � wow � V� L � �.��l�� 13 a4t B�.CTW VV � �� !l� , wovd•-Burru, �r ��a' / ►s�ffzt Sic %r�u ,1l� r` !l�+ 17oor �!�l� � ' � ►may r( p Fir �"P� . First ounce v .First ource�V' �FirstJouroerV'l�Yi/ First�ourcewC�� r[� :11AFirstSource w �First�ourcz� i.�YV t�Vl�l I l. . _... . OD - THIS DOCUMENT 15 AN a) 1.11 INSTRUi"iENT OF ENGINEER'S SERVICE v' Q FOR OTHERS FOR CON- i a U = STRUCTiON OF PROJECT U (Y 45 TITLED BELOW- INFORMATION DERIVED r F FROM THIS INSTRUMENT _ C1 z CAN NOT BE USED FOR 45'-4" r W " LU55 AUTHORIZED B1"T HIE 00 ` u ENGINEER WITHOUT p U ul La INFRINGEMENT OF LEGAL ST2 U (L1T1 RIGHTS. lm" - L1 �/,�, W W U RE DESCRIPTION I riv � 4 I u W � 1 - u - z 2 61 r -- - F -I `9 -1�� 3 ST2 4 aLAHG =MIEN NEW— aT2 z 0 U r- 4 - I I L" m C] - U i i w 9 :; I jy I 1 i LU o ST2 I cv 12 iU U m I �r ST2 � CLQ � x M 9'-0 3/4" I z r W -t T of Jacksonville CA 0 c0 i. ,rr L — 5T2 I .- .\, _ m m 3 CIA, J i 3'�I1 3 4" —� riIL cn r� I _ U F —I r � � � � 6550 Roosevelt Blvd. _I 4" GONG. SLAB REINFORCED W/ `� L - L - EITHER 6x610/10 WU,M OR N 0 _ A W Jacksonville, FL 32244 20"x:a0"x107" W/ I a x I 2-"5��'3 BOTH I FIBERME3�-I ON ro MIL VAPOR '� Tel 904172-6100 2--" (TTP) BARRIER OVER TERMITE TREATED, U s CLEAN, COMPACTED FILL. Fax 904,317-2835 Z ~ cv u I � on 12 I `� � � w c a 5T2 5T2 I U -tel I I F I I 6 I I X o -._ r _ _ — _ ��^. 5T2 4'-2 I/4„ � � � V � ST2 I 4 GONG 8/10 I \f © LU LU � � L, SLAB ST2 m � � 20"x20"xl6" W/ _ 1 Q 2-"5'5 0TH - - — — — � —I- - - - - - - .._ - - - - --- - - 7_' .1 u u (P WAYSm I 12 0 I I I ST2 VI I �l X VI o V `� x i� 572 T � _ _ _ ST2 L — — ._... J (- 5Ta rte— - — � - - - - J I 11'-5 3/4" 5'-11" B'-0 1/4" 4 GONG XI u ° VI u " I uo - I 12 I SEAS 1 V �, c1� I 12 5T2 8/10 ST2 r X 5t2 ST2 I 4'-0" I c0 m V `� 4" CONC. 5LA5 REINFORCED W/ I t 0) .- EITHER hxl& 10/10 ULM OR Ilk I 8/10 FOERMESH ON & MIL VAPOR LI— r 1 i m LL ST2 cr BARRIER OVER TERMITE TREATED, 12 I I ST2 � VI o o W u n� GLEAN, COMPACTED FILL. ST2 I r X = � XI 0 -- I i t i V N o e 5 j 13 _ v � z ►� 0 I 411 51-45 I ST2 4� ST2 U ST2 CITY f ,"a'.' 1 j U tX U 1� BI V_ D m Q O W IU DDC 313 20134 U_ � Co ? ca ca ST2 U_ z DRAWN BER CHECKED LAP Q z SCALE 3/16 DATE 12-21-04 1 FOUNDATiON FLAN STRUCTURAL ENGINEERING FOR U5E WITH JOB NO. J9ra9�ra 51 3/i�P II - I -0 I TRU55E5 BY BUILDERS FIRST SOURCE. 5QFT_ 2468 END ZONE PRES5URE8 END-ZONE COMPONENTS � Fw GCh1PONi=NtS t CL 4p171hlCs 55tlf S - IN P5 COP7PONENTS t CLADDIW-s PRE�11zES(IN P5F)FOR GARAC-de DOORS UJITH UNE END uF+ro 5' INTO AN END xoNE TALL FsstaREs NEC,ATIYE,ExGEPT a9 NOTED) CLADDING PRESSURES APP>s�'OFNn END ZONE9 INTERIOR-ZOES 3 -D = F tiAREA DooFZ 3rZE LE STW(IN FEET)OF DOOR INTO END lc F'051 11 VE 0 TO WINDOWS 4 DOOR5 iN(s ) Pos. « NEx - F . + Es - , a ¢ s rSSUr HIGHLIGHTED AREAS - T rP:` ',m-20 of 41b 59.9 416, 50.1 5'-O"x''-o" t -41b -48.1 -48.9 -495 -502 +43.1 `1 THE X D IMENSION ILLUSTRATES 2PJ-5d sF 46.1 SFoB 46.1 49.1 LGR SGL DOORS ,j ].�j4%5THE MEASUREMENT OFF THE i , 12 - 50-100 st 43.1 522 43.1 4Fa8 �' o"x�'-�" ' -455 -�45:t -45.9 -46.2 -46A +42.1 CORNER OF CORNER OF THE HOUSE WHERIr "� • f n �> = LGR D5L DOOR% / �•lif;�L Itir5t3 Ll r' f. PAD FOOTINGS UP TO 30"x30" SHOWN AT TH>? FOUNDATION-EDCsE MAY 5E OMITTED IF A STEM-WALL FOUNDATION I5 U5E0 IN LIEU OF A MONOLITHIC FOUNDATION. PAD FOOTINGS LARGER THAN 30"x30" ARE REQUIRED WITH EITHER A STEM-WALL OR MONOLITHC i IOm sf 42.1 49-1 42.1 45� DOoris tetra BOTW ENDS IN AN END ZONE must USE ruLL SND HOUSE END-ZONE (NOT INT-ZONE) � �� `"� � ," ,r'� t ZONE FRE56URE&FfROM GtC TALE (( ' •,1yiGk.Of 1'G r FOUNDATION ADDITIONALLY, WHEN A PAD FOOTING 15 REQUIRED WITH A STEM WALL FOUNDATION (e 30"x30"), IT NEED ONLY 5E PLACED EITHER BELOW-GRADE FOOTING OR IN THE 5LA5, BUT NOT IN BOTH LOCATIONS UNLE55 SPECIFICALLY NOTED A5 SUCH- �•G,I2raam �J+�..�s',r3cp4=TO 30' �*' c (TYP) PRESSURES SHOULD BE USED. '�A•1�Jr�ei 2r�ti«},-��_.. WOOD•Tie LEGEND PLAN NOTE5 CONNECTIONS NOTE THAT CERTAIN WOOD+Tie RODS MAY BE DELETED FROM THI5 PROJECT BA5ED ON THE FOLLOIUING: NDN-LOAD BEARING WALLS 1) 5EE SHEETS 5T1 AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR METHOD OF ATTACHMENT MSTA SERIES STRAPS CANNOT BE TWISTED- THAT ARE NOT A SHEAR-WALL DO NOT REQUIRE WOOD•Tle ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EXISTING (2) 2x&-1 / 2 �-- HEADER/BEAM GALL-OUT DETAILS. LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOODsTfe RODS INSTALLED A5 FOLLOWS: L. 2) THIS DRAWING CONTAINS 5PECIFIG INFORMATION, INCLUDING BUT NOT MSTA18 (14J 10d Commons/Total.i. THEY MAY BE APPLIED FLAT AND/OR BENT SHEET �� NUMBER OF KING STUDS EACH 51DE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 M15TA24 (16) 1@d Commons/Tota I. TO CONFORM/ACCOMMODATE REQUIRED O/C WDODsTfe ROD TOLFANCES I APPLICATIONS, BUT THEY MUST NOT BE NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED S�' OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC M5T48 C48) 1@dxl-Irl /Total. ROOF TRu55 UFLIFT «85) LUOOD Tie R0D(5) EXTERIOR SIZE OF HEADER MATERIAL DE51GN CENTER (5F5DC) IS NOT RESPON5IBLE FOR THE ACCURACY OF G516 (28) Sd or (22)lfdd Commons/Total. TWISTED. USE MTS- or HTS-SERIES TWISTED :TOLERANCES 5PH4/GIS (12) 1@dxl-1/2". STRAPS AT APPLICATIONS WHERE TWISTED 51 �-1000 ROD(5) -S 4' OIG (INTERIOR) OR 6' O/C (EXTERIOR). SHOULD NOT NUMBER OF PLIES IN HEADER THIS INFORMATION PROVIDED BY AMI' OTHER SOURCE. "lsa@1-2m16 ADD (1) ROD ADJACENT TO TRUSS. ' " x 3'-0" OVERRIDE ALL EXTERIOR HEADERS (a)2x�-1/2 UNLESS NOTED OTHERWISE 3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT MT512 (14) 1@d Commons or i0dx1-I/2"/Total. STRAPS ARE REQUIRED. s GONSU T DESIGN CENTER. I HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A PT520 (20) 10d Comrnpns or (24) 10dx1-1/2 /Total. of 0201 GREATER L DE E ER WOOD-TIE E ALL INTERIOR HEADERS (2nx�-ul UNLESS NOTED OTHERWISE INTERIOR DE51GN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) 16d Slnkers/Each to Truss and Stud Column. GUIDELINES � RX ` � OUTLINED ons to Wood Member - 5/8" diameter or Larger Threaded Rod per Accompanying /� I PROPERLY RATED OPEN WEB TRU55 HEADER MAY 8E USED BLOCKS. 1`'ICsT (22) 1>ad Comm WOOD■Tle ROD LOCATION. IN LIEU OF SPECIFIED HEADER 9 # , BELOW Note on Fa2e $1. `2-0 ANI' HEADER MAY REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS HGT-2/3 5/8 dlameter Or Larger Threaded Rod per Accompanying Note on Page 51. rwY ,raw`, RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED E DER BE RE L A GRAVITY LOADS: B. AT AL LOA 5: HGT-`� 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page 51.per Accom an In OTHERWISE PROPER O/C SPACING (4-®" INTERIOR, 6'-D" EXTERIOR) SHOULD BE FOLLOWED. 1N ADDITION, RODS SHOULD BE LOCATED AT 5W" SHEARWALL SEGMENT - REFER TO DETAIL F/STi AND/OR D/5T1 ROOF LOAD TOP GHORD_LL=20P5F DL=-IPSP WIND LOAD - 1S MPH HTT16 (18) 16d Sinkers to Wood Member 5/S dlmaeter or Larger Threaded Rod p p y e >r �3OT GHORD...LL=1@P5F DL 5P5F � Note on Page 51. i CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLE55 REPLACED WITH APPROVED HOLD-DOWNS PER APPROXIMATE WOODsTle LOCATION SEISMIC _ONE - 1 HTT22 (32) 16d Sinkers to Wood Member - 5/8" dimaeter or Lar er Threaded Rod per Accorr an in DETAIL E/5T1). RODS SHOWN iN CORNERS MAY BE LOCATED TO EITHER 51DE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER P05T OR FLOOR LOAD DL-5 PSF g p p y g OTHER SOLID FRAMING. SEE WOOD•TTs SECTION LL=40 PSF Note on Page 51. � j tl-Wo d,-B(, >w &r (5 / 4r' '" ,S Lt�I5 �, t/ � aW' LLUYI�TP.�''� � �T � t� ! w' Doo � �� YLi'l�R � VL+V11 OuifdwrJ haft, �IowYl, � �� J�rrrrUild r� �` NN�1�C '�� .��' D ° !Bui1defSAU*n6nUM_, w4af�i, . c� • , z� • . � a • . ' V'VVY?/ FirstSourceWOO [� i tel .�FirstSource wtfid'o�vk ,�FirstSourcre �First�ource Wel �First�our�,e v1�V1�l�i FirStSource i�' ,�.�First�ourt,e� .� i i OO ¢ a 1\1�z Esposito r- r -------------------------- FI5ERGLA SHINGLE ROOF-INS OVER Chieek zo 15" FELT OVER 1/16" 055 OVER PRE-ENG WD TRU55E5 9 24" OG W NSULATION BAFFLE 12 1--- BETWEEN EA TRU55 4 - HURR CLIP �x EA TR'U55 - (SEE STRUCTURAL DWGS) - Assoc u - LL (2) 2x PLATE "2 5Y7ii1 AIR INFILTRATION BARRIER ABOVE _71 - _ BRG — — 2nd LEVEL CE1"1EN7ITOU5 FINISHI TO PLATE Inc . 0 LO ALUMINUI.1 DRIP OYER P7 ................. - IO 14 OVER VINYL WRAPPED W 2x¢a FASCIA r R-30 BATT INSULATION r ho�tts2x4 BLOG<ING 1/2" TYPE "C" or 5/8" C�YP 5R:) V GG LVZ-) ID VENTED VINYL SOFFIT IN57,4LLED PER MANUF SPEC 4540 Southside Blvd, C VINYL J CHANNEL 7 FI5ERGLA55 5ATT5 PER UL DE51GN U344. suite 502 cn GWB INSTALLED PER UL DESIGN U344. Jacksonville, FL 32216 IO Arc SYSTEP'1 SEE ENSINEERINCx (904) 641-6649 w Design No. U344 June 10, 2003 VINYL SIDING OR FIBER-CEMENT BearingWall Rating 1 Hr. `� { ti'}-'• g - Not U ani Finish Rating -26 Min.SIDNG INSTALLED PER MANUF <' WRITTEN SPECIFICATIONS OVER APPROVED HOUSEWRAP 1.Woad Studs- Nom 2 by 4 in. spaced 24 in. OC, laterally braced,and effectively fire stopped at top and bottom. \/�r + 2.Wood Structural Panel Sheathing- Nom 15/32 in.thick,4 ft wide APA Rated Sheathing 32/16. Exposure 1,plywood or V v ��r' - �a 23/32' T8G PLYWOOD SUBFLOORING oriented strand board (OSB)per PS1, PS2 or APA Standard PRP-108. Installed with long dimension of sheet(strength axis)or SC�r1GtUrG �� CJ 2 32' AND SCREWED OVER face grain of plywood, parallel with studs.Vertical joints centered on studs,and staggered one stud space from wallboard joints. Seal, PRE-ENG WD FLR TRU55E5 Horizontal joints backed with nom 2 by 4 in.wood backing. Attached to studs on exterior side of wall with 6d cement coated steel ar1Y© tJ box nails spaced 12 in. OC along interior studs and 6 in.OG at perimeter of panels. 3. Batts and Blankets*- 3-1/2 in. thick foil-faced glass fiber batts. Supplied in rolls 23 in.wide.Density to be nom 0.70 pd. Placed in stud cavity and secured to studs with 5/8 in. long steel staples spaced nom 12 in.OC. FL Lie. No. AA0002&A Q 5U5 FIR _ 2nd_ LEVE g'-5�8" See Batts and Blankets* (BZJZ)category for names of Classified Companies. Fred R. Cheek ry — — — 3A. Fiber,Sprayed*-As an alternate to Batts and Blankets(Item 3)- Spray applied cellulose insulation material.The fiber is 0 INSTALL APPROVED HOU5EWR4P AIR applied with water to completely fill the enclosed cavity in accordance with the application instructons supplied with the product. NFIL TRATION BARRIER OVER 5/S" GWB Nominal dry density of 3.0 lb/ft3. OVER Not-1. 15/32' (1/16") 055 SHiEATNING U S GREENFIBER L LC -Cocoon stabilized cellulose insulation. OVER 2x4 1125P-- 5TUD5 at Ii" O,C. +� (PER UL DE51CxN U344) _ 4. Gypsum Board*- 5/8 in. thick,4 ft wide, applied horizontally or vertically. Attached to studs through plywood sheathing with Sd cement coated nails 2-3/8 in. long, 0.113 in.shank diam, 913.2 in.diam head nails spaced 7 in.OC along studs and at perimeter of panels.When used in widths other than 48 in.,wallboard is to be installed horizontally.Joints exposed or covered Q with tape and compound. CANADIAN GYPSUM COMPANY -Type AR, C, IP-X2, IPC-AR,SCX,SHX,WRC,WRX. (� BRG 15t LEVEL 8'-ilia" LAFARGE NORTH AMERICA INC -Types LGFC6, LGFC6A,LGFGC,LGFGC/A. — — ---- -—-—-—- U_ 2x *25YP TOP PLATE NATIONAL GYPSUM CO -Type FR or WR- 1� U M 5 E ENGINEERING UNITED STATES GYPSUM CO -Types AR,C, FRX-G, IP-X2, IPGAR,WRC,SCX,SHX or WRAC. O ATC 5Y5TE E 1/2" TYPE "G" or 5/8" GYP BRD I GLG JU USG MEXICO S A DE C V -Type AR, C, IP-X2, IPC-AR,SCX,SHX,WRC or WRC. v J Ca q U VINYL SIDING OR =1BER-GEMENT 5. Gypsum Board*- 5/8 in. thick,4 ft wide applied horizontally or vertically.Attached to studs or blocking at 7 in.OC with 6d L LAP 51SID I INSTALLED PER MANUF cement coated nails, 1-7/8 in. long,0.0915 in, shank diam and 1/4 in. diam heads.When used in widths otherthan 48 in., q WRITTEN NCz INS I INSTALLED OVER wallboard to be installed horizontally. Joints exposed or covered with tape and compound. �/ � APPROVED HOUSEWRAP W FI5ERGLA55 BATTS PER UL DESIGN U344. CANADIAN GYPSUM COMPANY Type AR, C, IP X1, IP-X2, IPC-AR,SCXorWRC. /� U LH UNITED STATES GYPSUM CO -Type AR, C, FRX-G, IP-X1, IP-X2,IPC-AR,SCX or WRX- HARDILAP BIDING q 5i8" GWB INSTALLED PER UL DE51GN U344. (� APPLIED PER h1ANUF , pL USC;NEX1C0 S ADE C V -Type AR,C,IP,X1,1P-X2,IPC-AR.,SCXor WRX. WRITTEN 51PEC UJ Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories nc (`� 0 U Copyright(�2003 Underwriters Laboratories Inc.® LU � 0 ;n z u Oi 3 5 `Z) VINYL 5IDING -.� SILL SEAL ) � STARTER 5TRIFi n, EXTEND BELOIU TOP MOTE: EXTEND HDU5E � EXTEND HOU5E WRAP OF 5<rA8 1 WRAP BELDUJ FIN FLR ��). BELOUI FIN FLR AND O AND SECURE W/ "•.¢) SECURE W/ STARTER a STARTER STRIP SILL SEAL r HOLD EXT 51-IE,4THINCx AND GWB `� Y`') ABV 5LA5 �`•N _�) / 2 4 (SEE DETAIL) 2x PT PLATE, SET BACK I" FROM SLAB EDGE, OVER FOAr-1 SILL SEAL T N HOUSE WRAP BELOW FIN (SEE 5TRUGT DWG5 FOR ANCIHORAGE) EXTEND ,N FLR AND SECURE W/ STARTER STRIP FIN FLR -- 1"1AIN �- O'-O" �-1- ---- --- -- - • PLASTER 5<1l 1 COAT OR PAINTED FOUNDATION WALL �� e ° � o � o J I J03": 0453g4 Z o —_� MIL POLYETHYLENE DATE: 12/1/CD4 - - -____ ___I=-11=-=-=— ° a -VAPOR BARRIER OVER _ - � -- CLEAN, coMPAGTED a DizAWN: DP �I . 0 0 -TERMITE TREATED SOIL G 14<[D: Lv FINISH SOD _ �I —_ ° 4 FOUNDATION VARIESSSJED= 0 _ (SEE STRUCT Dalt W ROUGH - 711 GRAD)= _ (SLOPE AWAY) - I� I � �_ DEVISED: LU LU Q Cn II = 11 - 011 Q I-0 — 4 WALL SECTION ( fRATED ) Z All I-HR RATED, EXP05URE BOTH 511DES-UL DESIGN No. U344 0 • (C� GOF"T-ii T 2004 E91iDo5170, C+4EE< 4 ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES N15 COPYRIGi�T AND OTHER PROPERTY RIGHTS IN THESE DRAWINCsS. THESE PLANS, DESICxNS AND) DRAWINGS ARE NOT TO ESE REPRODUCED, CWANCxED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST D$TAINING THE EXPRESS WRITTEN PERMi5510N AND CONSENT OF E5P051T0, CHEEK AvD ASSOC., INC_ NOR SHALL THESE PLANS BE A591�sNED 70 ANY PARTY WITHOUT FIRST OBTAINI�1Ca SAID WRITTEN PERM155'DN AN:) CONSENT. ..J i O ¢ B � � C �.,... ..�.�. �I. Lu D ATTACH 2" WIDE t-1ETAL CHANNEL TO OF 6EPARATION UJALL FI5ERGLA55 SHINGLE ROOFING OVER m ROOF DECK AT 24" O.C. PER U336i. 15 FELT OVER 7/16" 058 OVER S oS� o X PRE-ENG LUD TRUSSES AT 24" O.C. u r iC h Z o ............................... 1......................-....-----------.-..------ rrrrzzrz LIJ Ix I PROVIDE FIRE RETARDANT TREATED F-- PLYWOOD FOR A DISTANCE OF NOT Z STEEL "H' SHAPED STUDS AT LESS THAN FOUR (4) FT EITHER 51DE C W OF SEPARATION WALL OR ATTACH 5/8" SSo ALL LINER PANEL JOINTS PER U336 a TTFPE "X' GWB TO THE UNDER51DE OF ROOF DEGKINCs FOUR (4) FT EITHER LLL SIDE OF SEPARATION WALL o GONTINUOU5 FIRE-CAULK 5EAL4N7 F BETWEEN TOP PLATE AND 5HAFTLINER, PRI;-ENG WOOD ROOF TRUSSESIncL0 EACH 51DE AT 24' O.C.. ALIGN TRUSSES WITH UL Design No. U336 IN51DE EC)GE OF FRAME WALL. g 0 December 06, 1996 Lu Exposed to fire from separation Wall side only Architects Lu � Nonbearing Wall Rating -2 Hr Finish Rating - 120 MinLU _ 4540 Southside Blvd, C A SEPARATION WALL: (Max Height - 44 ft) CONTINUOUS FIRE suite 502 R-30 FIBERGLASS BATT INSULATION A10 CAULK/ 5,EAALANT AT 1/2" TYPE "G" or 5/8° 1. Floor, Intermediate or Top Wall -2 in. wide channel shaped with 1 in. long legs ATTIC 5EFARATION Jacksonville, FL 32216 L7 AD G''P BRD CLCD formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 in. OC. LU ACOU5TIGAL SEALANT, DOTH SIDES (904) b41-bb49 Lu "TH>�RrtAFIBt=R"7 INSULATION FIRE 2. Metal Studs - Steel members formed from No, 25 MSG gals steel having "H" 5LOCKING A5 REQUIRED -shaped flanged spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in. 3. Gypsum Board* - Two layers of 1 in. thick gypsum wallboard liner panels, supplied ` 2' ALUM ATTACHIi'•1ENT CLIP ANGLES in nom 24 in. widths. Vertical edges of panels friction fitted into "H" -shaped studs, CONTINUOUS CONTINuo SPACED a ANCHORED TO I-•ITL "IH" FBEAD of BEAD of Not �ql+r q V. 5TUD5 PER U336 �2" GYPSUM WALL. BOARD OVER ACOUSTICAL ACOUSTICAL Perri}lttti`1 G 2X "25PF WOOD 5TUD5 a I6" O.G. CANADIAN GYPSUM COMPANY- Type SLX. SEALANT SEALANT Withoutu- TSI b UNITED STATES GYPSUM CO - Type SLX SILL PEAT Slgrlatur6, d I � '�' 1.� USG MEXICO S A DE C V-Type SLX. Seal, and . .... Yp DETAILS N.T.S. FL Llc. No. AA0002564- ' Q R-lvl� FIBERGLA55 BATT INSULATION PROTECTED WALL: (Bearing or Nonbearing Wall) rA--�5EALANT 4. Wood Studs - Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced at Fred R, Cheek C I" AIR-SPACE, BOTH SIDES (3%.' MIN.) mid-height where necessary for clip attachment. Min 3/4 in. separation between wood 0 • (2) USG BRAND 1" GTP5LP1 LINER framing and fire separation wall. 23/32' Tar PLTWooD PANEL5 INSTALLED PER UL-u33ro 5. Gypsum Board - Classified or Unclassified - Min 1/2 in. thick, 4 ft wide, applied SUBFLOORING GLUED AND either horizontal) or vertical) Wallboard attached to studs with 1-114 in. Ion steel 5GREWED OVER PRE-ENC; LU 5'LL 2' ALUI"i ATTACHI'1ENT CLIP ANGLES Y Y g Q FLR TRU55E5 A 5PACED S ANGHORED TO 1-ITL "H" drywall nails spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints Q 1410 STUDS PER U336 covered with paper tape and joint compound. Nail heads covered with joint STEEL "H' SHAPED 5TUD5 AT 2X SILL PLATE compound. m ALL LINER PANEL JOINTS PER U336 2X ACOUSTICAL SEALANT, BOTH 511DE5 6. Attachment Clips -Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 LL in. legs. Clips secured with Type S screws 3/8 in. long to "H" studs and with Type W Z W 2009 EsPosi'70,CHEEK& screws 1-1/4 in. long to wood framing through holes provided in clip. U 6A. Clip placement (Item 6)for separation walls up to 23 ft high. Space clips a max of Q 10 ft OC vertically between wood framing and "H" studs, 2" 'USC3" H-STUD 6B. Clip placement (Item 6)for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced 2x4 STUD WALL N U L a max 5 ft OC vertically between wood framing and "H" studs. ~ Q *Bearing the UL Classification Mark VIN'I'L 51 E_ OVER X APPROVED HiOUSE WRAP C Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc _ Copyright 0 2003 Underwriters Laboratories Inc.® d EXTERIOR 5LIF-4TLiiNCz R-11/19 FI 5ERGL455 INSULATION � --------- __._--- 2" "USC;" C-RUNNER (� 1/2" TYPEO "G" or 5/S° A ` - U Y_ of 5EPARATION WALL G-T'P BRD a GLG 1410 "THER1"1AFIBER" INSULATION FIRE HEAD 6 A� BLOCKING A5 REQUIRED ACOUSTICAL SEALANT, BOTHI SIDES � H 3 U1\� 0 NOTE: SOUND RATED ASSEt-1BLY 2' ALUI"1 ATTACHMENT GL IF ANLL E5 1/2" GWB T CAULK ALL PENETRATIONS UJITLi 5PAGED d ANCHORED TO t-ITL "H" - O 5 PG ACOUSTICAL SEALANT U.N.O. 5TUDER U336 1" "USCx" `i'F Ul I LINER PANEL -- X'_ 2 (SEE 5EPARATION WALL DETAIL W �z" C;TP5U11 WALL BOARD OYER THIS 5HEET) U x 2X *'25PF WOOD STUDS e 16" o.C" 4 5 A R-11/19 x T E fRf 0 INTER5EGTION N FIBERGLA55 BATT INSULATION C2) U5GBRAND 1" GLINER U m PANEL5 INSTALLED PER UL-U336 �l� Y �.+ LU w s ,.e,.H / 11 L) I"' AIR-SPACE, BOTH 51DE5 014' 11 ATTACH 2" r-IETAL CHANNEL TRACK TO (2) 1' LB 5 NSTT LALLED EP PFR UJl- SLAB W/ "PASLODE" OR EGiuIV 6 3 6 PANELS I U33e, (SEE DETAIL IIA • (--ON(,- ANCHORS at 24" O.C. 1`1AXIt`1UM o 2X PT SILL PLATE W/ 704" SILL SEAL VINTL 5IDING OVER APPROVED HOUSE WRAP ,A SILL ACOUSTICAL SEALANT, BOTH SIDES , 'z' TPSurt WALL 3oaRD JOB#: 045394 V INSTALL APPROVED >401USE'WRAP AIR D��E; 12/1/04Alm INFIL7RAT!ON 5ARRIER OVER 5ja" r W>a OVER 4 4 NOM. 15/32' (7/199,') 055 5I4E,47HINC, OVER 2x4 DRA L�N- �F SPF STUDS AT ;6' O.C. PER U344 0 4 Of 5EFARA710N WALL+, FV- OF IL- C�-ij[I]: LY ( 5} Copyright®2003,Esposito •• I55uED: 0 Q v Cheek&Associates,Inc. dM9LU 4 1REVfSED: I" AIRSPACE LLJ �3/4" 11NI`1Lil I) A11 5EPARATION WALL 5/e' GWB IN57ALLED PER LLI �� ON� —� 2x4 STUD lJ'ALL UL L7E51GN 'J34d CONCRETE GRADE 5EAI`1 B A 57EF-L "H' 5HAP3<D 5TUD5 ATTACH 2' WIDF T-II=TAL SEE FOUNDATION PLAN AT ALL LINFR PANFI_ CHANNEL TO E?4EATHING AT U C JOINTS PER _133rd 24' O.G. PER U33C Cn D Q 0 E � fRAW f ON UJAL L D WA � � III = 1 i - II 3EXTEfQ. 10fRf N f �N N. .�- o� o �o , o 0 (n COPI'RIGHT 2004 E5P05I70, CHEEK 4 ,4550C., INC. DE5IGNER HERI=BT EXPRES5LY RESERVES HIS COPT-RIGH7 AND OTHER PROPERTY RIGH75 IN 7NE5E DRAWINGS. 7W4E$E PLAN5, DE5IGN5 ANp C)RAWINa5 ARE NOT TO BE REPizODUCED, CHANC=ED OR COPIED IN ANY 70PZ i OR MANNER WHATSOEVER IJITHOUT FIRST OB7AININCs THE EXPRE55 WRITTEN PERT-I!551ON AND CONSENT OF F5PO6I7O, r_HEEIC AND ASSOC., INC- NOR SHALL THF-5E PLANS BE ASSIGNED TO ANY PAR7 r WI7�-40'JT F RST OBTAINING SAID WRITTEN FER'11551ON AND CON51 NT. n � O ¢ o LU Espositox Cheek z O a LL, A - z f SND c L LT Lr Assoc , (PRELUIRE FAN) (PREWIRE FAN) 110 VOLT DUPLEX OUTLET-WALL MOUNTED ■ O 110 VOLT 5PLIT DUPLEX OUTLET-SWITGHED nc . 0S=(D= 110 VOLT DUPLEX OUTLET-WEATHER PROOF J J U ■ Architects • 110 VOLT QUADPLEX OUTLET-WALL MOUNTED D 110V DUPLEX -GFCI OUTLET 4540 Southslde Blvd" C 110V DUPLEX -GFGI OUTLET-SWITCHED ■ — — - - suite 502 � ■ 110V DUPLEX -AFCI OUTLET Jacksonville, FL 32216 p 7 - - — (904) 641-664.9 F- 110V DUPLEX -AFCI OUTLET-SWITCHED - — -�I— — — TO FXT I II BELOW 110 VOLT DUPLEX OUTLET-FLOOR MOUNTED L — JL1. 220 VOLT OUTLET-WALL MOUNTED LL 10- TELEPHONE OUTLET '. w 51WITGH-THREE WA-1- N Q • ., "• rG"> r 5D 5WI7GH-FOUR WAY FL Llc. No. AA0002564-' ' SWITCH-DIMMER Fred R. Cheek M • PU5H BUTTON 51ITGH /> ® DOOR BELL CNI1'lE5 ■ // N� O--{ CABLE TELEV15ION OUTLET L7 J (PREWIRE FAN) ® 5PEA<ER LOCATION m ■ LIGHT FIXTURE-CEILING MOUNTED d = LIGH7 FIXTURE-WALL MOUNTED ■ O z W I « LIGHT FIXTURE-CEILING 5U5PENDED W (n ® LIGHT FIXTURE-CEILINCrt RECE55ED I — Ld I I Z LIG07 FIXTURE-RECE55ED EYEBALL — ❑ — — c� CEILING FAN LT I To Fx1-2 O SMOKE DETECTOR-CEILING MOUNTED (PREWIRE FAN) I e O I � EXHAUST FAN �\ I - I � � I _ <1 EXHAUST I=AN/LIGHT FIXTURE COMBO FLOOD LIGHT5-DUAL HEAD ■ LU z 50 > O � ELECTRIC PANEL p ■ 5p LL STRUCTURED WIRING PANEL Lo QUICK D15CONNEGT djJU D ��/� N /� ■ ❑K I SECURITY <E1-FAD LOCATION C� // \ FJ JUNCTION BOX LOGA < 7ION I LT (PREWIRE FAN) +� FA FIXTURE ALLOWANCE </ LT J (PRELUIRE FAN) I • L IGN7 FIXTURE-UNDER CABiNET I THM ER05TAT ■ — V (�' JOS#: 0453e4 z 1'X4' FLUORESCENT LIGHT FIXTURE v DATE: 12/1/P 4 CEILING MOUNTED DFRA LUN: DP C 2'X4' FLUORE5CENT LIGHT FIXTURE CEILING MOUNTED 15SL1ED: LU 2ND LEVEL ELECTfRICAL FLAN ILII = /T II iREvISED: Uj w J Q U Q ~ 0 Q z O 0 • C] COPESIGNYRIGHT ESPOvI 1-' CHEEK d ASSOC, INC:, ER HEREBYBY EXPRESSLY ESERVES H15 COPYRIGHT AND OTHER PROPERTY RICzHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINCx3 ARE N07 TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE >=XPRE55 WRITTEN PERM13510N AND CONSENT OF E5P081T0, CHEEK AND ASSOC., INC_ NOR SHALL THESE PLANE BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAIN'NG SAID WRITTEN PERI-16510N AND CON D i 1 ...... .........--......... - l • 0 �. w Esposito , x heekC z O wP _ 0 w z 110 VOLT DUPLEX OUTLET-WALL MOUNTED j — 1 Assoc . ® 0- 110 VOLT SPLIT DUPLEX OUTLET-SWITCHED I 110 VOLT DUPLEX OUTLET-WEATHER PROOF I FIs Inra O I � I p 110 VOLT aUADPLEX OUTLET-WALL MOUNTED � 110V DUPLEX -GFCI OUTLET Architects Lu I I � 110V DUPLEX -GFGI OUTLET-SWITCHED _ p — — — ,I 4540 Southslde Blvd, C 110V DUPLEX -AFGI OUTLET — — — suite 502 cn k 110V DUPLEX -AFCI OUTLET-5W7CHED L — J Jacksonville, FL 32216 p 110 VOLT DUPLEX OUTLET-FLOOR 1 IOUNTED l 5 I LL z@E 220 VOLT OUTLET-WALL MOUNTED r • ,,;+ r�+ a .»,.•' i f» � fir. n ► NM TELEPHONE OUTLET r \ ' 0 u t �} �• cid 5W I T(--N SWITCH-THREE WA1' - - ��•, � ^� �i3-- SWITCH-FOUR WAY � I I awITCH-DII"11 lER I FL Llc» No. AA0002564:- < PUSH BUTTON 5WITCH I (DREW RE FAN) Fred R. Cheek 0 ® DOOR BELL GHIh'IES �I 0� �� • o--+ CABLE TELEV15ION OUTLET ® SPEAKER LOCATION I 0 LIGHT FIXTURE-CEILING MOUNTED I Q � + LIGHT FIXTURE-WALL MOUNTED -} Z LIGHT FIXTURE-CEILING SUSPENDED LIGHT FIXTURE-CEILING REGE55ED ~ �P /� 6) c II � LIGHT FIXTURE-REGE55ED E T EE3ALLI ` � 11 CV U lU N ~ CEILING FAN O SMOKE DETECTOR-CEILING MOUNTED O — TOT 5D EXHAUST FAN I I A Q- I— Ca EXHAU57 FAN/LIGHT FIXTURE COMBO I O FLOOD LIGHTS-DUAL HEAD — -F C1� o ELECTRIC PANEL I I C:-J - 11 - -:1 LU STRUCTURED WIRING PANEL00 LE QUIG+X D15GONNEG7 it �`� I I t- 0 [IC_1--I SECURIT'T' <E1-PAD LOCATION cj j / caca QJ JUNCTION BOX LOCATION LT FA FIXTURE ALLOWANCE (PREWIRE FAN) nn/ 1� LIGHT FIXTURE-UNDER CABINET fL ELEC. PNL. • �d THERM05TAT � C/7 CE LING MOUNTEDT LIGHT FIXTURE — — — #_ 4 z DATE:: ��04 21X4' FLUORESCENT LIGHT FIXTURE LUP Dr:AIUN: DP GEiLING i-IOUNTED C�4ICD 155LJED: � LU (!) i�E�f QED: w 15t LEVEL ELECTfRICAL FLAN 1 /4II y 11 � 0IILU Q U 000 Qo z 0 • 2 COPYRiGNT 2004 ESPOSITO, CHEEK 4 ,4550C., INC. DESIGNER HEREBY EXPRE55LY RESERVES H15 COPYRIGHT AND OTIHER PROPERTY RIGH75 IN THESE DRALUINS5. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER LJHAT60EvER LJITHOUT FIRST DBTAININCs THE EXPRESS LJRITTEN PERt"115510N AND CONSENT OF ESP05170, CHEEK ASD A550C., INC- NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY UJITHOUT 7-IR57 OBTAINING= SAID 'JRITTEN PERI 1155iON AND CONSENT. ; s DECK 2' MIN SIDE LAP �� w ALONG RAKE PLACE DRIP' EDGE ON TOP OF UNDERLAYMENT 3(o' WIDE UNDERLAI'MENT IN5TALLED WALL SHEATHING WITHOUT LJRINK-E5.U5E ONLT ENOUGH n NAILS TO HOLD UNDERLAYMENT INi r PLACE UNTIL COVERED BY 5HINGLE5 x EXTERIOR FIN1514 p%oj O OYER AIR INFILTRATION r \ BARRIER ( SEE DETAIL) -4 I _4' C h k 0z LU i IF- METAL 1=LASHING -" TF NaN CORRODING ' (NAIL, TO ROOF DECK �- rTeraL pPzf' nGE j NOT WALL 514EATI-IING) I I I I Ass Jc LL I II 4' MIN i=ND LAP I� CAP 5HINCzLE - DO NOT NAIL s++ INSTALL WITH ROOF GEMENT I I I I Incu O LO ALONG EAVES PLACE UNDERLAYMENT II ❑ ON TOP OF METAL DRIP EDGE ROOF GEMENT I, _ I ,I SHINCxLE I I Archits�� Lu UNDE1RLA�1'IENT 1/2 - 1 - 0 �-- � II o 4;?2 or GREATER 5LOPE 4540 Southslde Blvd, C PELAGE 5HINGLE5SUIte SO2 Cn OVER EAVE AND BAKE EDGES I L I To PROVIDE DRIP EDGE I I I I Jacksonville, FL 32216 ❑ 6649 LU S;-dNnLES TLONCj o NDERLAYT-IFNT II = I _ II i r AND EACH OTHER INA WALL �•,� 1�I � � —-� — I C904) 641- 4' WIDTH OF 45PHALT ��•// I `� x1, O M PLASTIC ROOF GzEMENT ''�� \ I I I g�'`.. • ,';, ��,,,.�,,• NON-CORROD NG I ' v MTL EAVE DRIP �,�� \\ �� I l a = C;. • +• •'�. ' V - (: TRI 1 END OF FIR5730 SHINCsLE \\ ,� �' ��V•' R-30 BATT N5LLATION of QR<, n �',.�� FIBERGLASS SHINGLE i ! _ ^71 =J L ,,� 12 ROOFINrz OVER 0 Z � I /S,'. 1, .14 c,(7 TRIM T455 FROM �,�� ALL STARTERGouRs� SEE ELEV) 50 FELT OVER 7/1�, 065 LU OVER PRE-ENCS WD I I I I FL Llc. No. AA00 �. SHINGLES I I I I I I 0�56 5T,4FTE1R COJi;�,'SE FLACE1 TENT 1/2 1 - 0 TRUSSES �2a Oc I I Fred R. Cheek ❑ ♦ INSULATION BAFFLE I I U ♦ BETWEEN EA TRU55 'LACE 5HINGLE5 .` cLosE TOGETHER ♦ HURR CLIP a EA TRU55 ESL DO Not CROWD (SEE 5TRUGT. DWGS) I I l� ALONG RAKE5, GEMENT ` (2) 2x4/! PLATE "'2 5YP I �r— — — SHINGLES TO UNDERLAYh'ENT . ALU , ♦ AND EAGµ OTHER IN A , MINUM DRIP OVER #tel 4' WIDTH OF ASPHALT ♦ VINYL CL AD 2xry FASCIA PLA571C ROOF GEMENT ♦• LLl '/2" TYPE "G" FULL VENTED VINYL 50FFIT NON-CORRODING �� GYP 5RD Q CLG SET IN CHANNELS PER MTL EAVE DRIP 00 "-1ANUF. SPECIFICATIONS '00• PLACE 5HINGLE5 %` OVER EAVE AND RAKE EDGES L To PROVIDE DRIP EDGE /2" G� P BRD Z ra R-13 BATT INSUL VIN`rL LAP 5IDING 0 I LU 4 4 I'-4' 1'-4' OVER 7 i VEC HIOf`1EWRAP V OVER 7/16' 055 OVER ( I I All All CV 2x4/6 5PF 57UD5 a 16" OC 0- V d 1= f}�57 COU125 1�L _j � I � 111 11 — 011 II II - f II II 1 -4II II 6 u II III II a Lj 11112�, t o 121i2�, 11,,2�� to 121/2�� j. � u 6' OR O O 11 to 1,/ CIA O l� +� • II LL CR 0 Z I I II II � II II II II � u r L � — — �. �I J0�3#: X45394 5I41NC;LE NAILING 3 - 1 -� _ _ - - _ z C v — _j PATE: 12/1/P 4 -4' 1'-4' 155UEp: ❑ W U) REYfSED: w 2 � FLAN. 1 /4 11 s 1 1 - 0 _ 0 11 ~ 1 O Q U U) O z O 0 © COPYRIGHT 2004 ESP05170, CHEEK d 455OC., INC. DESIGNER HEREBT EXFRE55L'1' RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THE5E DRAIUINGS, THESE PLAN5, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT50EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN PER"!"aSION AND CONSENT OF E5PO5ITO, CHEEK AND 455OC., INC_ NOR 5HALL THE5E PLANS BE ASSIGNED TO ANT PARTY LJITHOUT FIRST O'3TAINING SAID WRITTEN PERI Ii 510N AND GON EN . I r..� LU A B C OO n 2 STORY MODEL 2 .STORY LEFT MO ENTRY Esposit 0 rx Y' ENTRY RIGHT SEPARATfON WALL A � k z Chee0 0LUz 12 12 Lv 4 4 Assocv ® I� ILL 17-7" 2ND LEVEL BRCS I -- — -� 2NInc . ERCP 2ND LEVEL 1�' " � 0 VINYL 51DINCs Architects Lu VIN`T-L 51DINCs 4 TRIMLU [] 4 TRIM 4540 Southside Blvd. 10� suite 502 va Jacksonville, FL 32216 C31-5-1,8" 2ND L EVEL _ _ FIN FLR FIN FLR _ _ 2ND LE/EL g'-��%„ (904) 641-6649 H BRA MAIN 8'-I iB„ Z70 ,.,.r• i', Ills �J ® Per " 't �• o . Wlthout `�,Q1 r VINYL SIDING r Inc ` d TR i e 4 IM S ��nau VINYL 51DING- Seal 4 TRIM FL Lic. No. AA0002�, „ �`C 0'-01, MAIN FIN FLR F FLR MAIN � O -a' � Q ____ .._.._-- _.._ ._ — � — Fred R. Cheek 4x4 PT P057 0 1.� II I II 0 LEFT 5fD ELEVATION 1 /4 = 1 a0 tu � u � � w � ' u N lz 12 4 4 I— CIO 1T-T" 2ND LEVEL BRCS BRCx _ 2ND LEVEL 0 F– VINYL SIDiNCZ 0 ViNYL 51DINCz 4 TRIM t U 4 7RIt 1r U PROVIDE FLASHINCx a I-+EAD OF ALL DOORS 4 WINDOWS 12 lT`I`P) ._._ 2ND LEVEL FIIN FLr2 FIN FLR _ — 2ND LEVEL - aJ 8'-l��a" MAIN BRCS (� �-- JC�B0: 04534 VINYL SIDING VINYL SIDING DATE: I2/1/04 4 TRIM 4 TRIM DRAWN: DF Q G 1�ICD: Lv FLR FIN FIN FLR MAIN I55UED: ❑ m'-�D" MAIN _ _.._ _.._ — — — - w U) FREVISED: w LU AR ELEVATION 1 / " = 1 ' QR U 0 LA z 0 (n COPYRIGHT 2004 ESP05170, CHEEK 44550C, INC. DESIGNER HEREBY EXPRESSLY RF-5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THE5E PLANS, DESIGNS AN::) DRAWINGS ARI= NOT TO BF REi�RODUCED, CHANGED OR COPIED IN ANY FORT OR hIANNFR WWAT50EVER WITHOUT FIR5T OBTAINING THE EXPRE55 WRITTEN PERM155iON AND CONSENT OF E5PO51TO, CHFFK AN:) 4550C., INC- NOR SHALL THF-5F= PLANS BE A551GNED TO ANY PARTY WITHOUT F'RST 03TAINING 5AID UJRITTEN PERF"15510N AND CDN EN . • Q (C) B) A ..�.... _. w 2 STORY MODEL 2 5TORY MOIDEL K�;Q ENTRY RIGHT SEPARATION WALL ENTRY LEFT X Esposito, , k z Chee0 I ❑ 12 F_ 1 Assoc SRG� 2ND LEVEL 1�'-7" U_ I�'-1' 2ND LEVEL aR� — - - - Inc . 0 VINYL SIDING: VINYL4TRH Architects U 4 TRI1 i D 4540 Southslde Blvd" C FIN FLR 2ND LEVEL suite 502 C ) 2 9' - - — — Jacksonville, FL 32216 C)H. MaND N LEVEL _ aR�FIN FLR (904) 641-6b49 LU r+r , Not Vc4,dIQ rrr1. Pe11-5��a" VINYL 5'.DING 4 EDTRI(`l W,th VINYL 51DINCs SIg -btur © e Y r" a TRIM Seal, Seal O'-m" MAIN N FLR FIN FLR Fi _ - FL Llc. No. AA�00264�,',` &,,,, Q Fred R, Cheek 0 • fG;�4T SIDE ELEVATION 114 11 - 011 � m o � � U z � u � - w =3 d) C11 z N � N ~ X r+- 12 ill 12 4 4 PROYIDI= FLA5NINCz '� HEAD � � � OF ALL DOORS 4 WINDOWS (TYP) 17'-72ND LEVEL 2ND LEVEL " IWILUVINYL 511DING VINYL 51DINCs 4 TRIM OLL 4 TRIM r � r 12 Cal 4 FIN FLR 2ND LEVEL C�'-514" 't 2ND LEVEL FIN FLR P — 1`1AIN — — RG _ 1`1AIN 8'-1iB° 7 • D C1 7 u7 J0E5 0453-24 4x4 PT POSTz DA7E: 12/1/04 VINYL 51DINa- VINYL SIDING DR4LUN: D1' e ; TRIM TRIM G a--+ICD FIN FLR 1"1AIN m'-a' ISSUED: ❑ m'-m" MAIN FIN FLRT — — — — — LU REvfSED: LU H W 1 /� " - 1 1 � � II ONT ELEVATION Q U Q ~ 0 z O ❑ © coPYRIHF- :5T ESPo5T0, CNEEIC 4 ASSOC, INC, DESiC:NER NEREB'T' ExPRESSL'r RESERVES NIS COP'rRIG�-4T AND OTwi�R PROPERTY RIGwTS IN 7w19� DRAWINGS. TNE9E PLASS, DESIGt�IS AND DRAUJIN�S ARE NOT 70 BE R�PRODUGED, GNANGi=D OR GOPI�p IN ANY �OR1�'f OR MANNER u1HAT50FvEF2 JJITNouT F'�RST oBTAINIIv� Twp EXPRESS WRITTEN PERh^ISSION Agip GONSEKT OF >�SPD6IT0, G+�EEK AND 4550C., ING_ NOR 9wALL TI�ESE PLANS BF ASSIGNED TO Ar�1Y PARTr I�ITwouT FIRST oBTAINIr�IG SAID LRItTFN PERi�iON r� i 431_4" 4'-0' 19'-4" 24'-0' r.� w 9'-a 1/2° -7 1/2" n 21-�, 1/211 71-2 It E^Pvoy 00 mito r- C h r...r O O k z O 3052 SH 70F= D F=LEX (6'-10'x, HDR N LU z STA f 1R NOT OC . ® c °- U- I. (15) EQUAL R15ER5 47 -5/16" EA5 E ED #3N (I2) EQUAL TREADS AT 10" W/ 1' NOSING EA [� oa� 6� O ED 1*2 Inc .(TOTAL 7READ DEPTHTO BE 11" 1`11N) -1 2. 7READ5 5HALL BE 2x12'5 GLUED and ,i �" ❑ NAILED (RIPPED DOWN AS REQUIRED) 0 W 4'-1 1/2" I'-9" 4" 5'-m" 4'-7 I/2° Architeuto CA 1A 3. R15ERS SHALL BE Ix8's GLUED and NAILED (RiPPED DOWN AS REQUIRED) 4068 401!8 Q 4. LANDINGS SHALL eE CONSTRUCTED OF ;= _ - 4540 SouthSlde Blvd. C 2x8' s%V16 OG and DEGiCED W/ 3/4" 74Cx c0 PLYWOOD GLUED and NAILED shite 502 a. 67RINGERS 5HALL BE 2x,2'6 EG2U4LL1' 2x6 WALL Jacksonville, FL 32216 SPACED (7YP) =r+�5 �s-- � 3 "H HA D AI 42'H WALL (904) 641-6649 LU — — — — — W/ CAP 6 w5H II DRY DN O L — .LL J S' CLG Z 1 1 13 2 11 10 9 61 �,•' ny �' ii m 506a AHU (y Y, C�TTO1"1 D�Jfi�J— X fK /\� �"� cn . CA 0 � n1 F— � N { LL 36'N AN IL � tiY ^.��' �r� 0 uJ trl l, > �. V' G STAIfR NOTES 0 ..' FL Llc" No. mo002564; � 1. (16) EQUAL R15ER5 AT 7-1/a' EA _ L3 T '-4' 2'-T 1/2" -m" Fred R. Cheek (14) EQUAL TREADS AT 10" w/ 1' NOSING EA r+ z 0 a' CLS (TOTAL TREAD DEPTH TO BE 11" i^IN) n VN'T L tp� r 2. TREADS 5HALL BE 2x12'5 GLUED ander mc: _ n/ NAILED (RIPPED DOWN AS REQUIRED) 1 3. RISERS SHALL BE lx8's GLUED andp °\ g' CLeiNt 0) ('(�� NAILED (RiPPED DOWN AS REQUIRED) : 4'-7 I/2" 4'-2" 4'-2' 3'-m" 2'-7" 13'-4" 5'-I' Q 8 CLG [� 4. LANDiNG5 SHALL BE CONSTRUC;7ED OF 2xa's 0 16' OC and DEGICED W/ 3/4" 74G Q NOTES 3'-4" `— PL1'W0OD GLUED and NAILED 3 TUB R.O. 16 5 5. 57RIN6ER5 5HALL BE 2x12's EG2UALL 1' _0 @� U 5PACED (71'P) 7' O Q 3052 5H LLl pC N - CL 2'-2" 2'-5 1/2" Alm 3 4 4 C� cLU n It . 8'94 GLG A10 All _ CIOz ZA L Alm I , a' cLS j) n 5EZ) #2 a) I Q � 8' CLCD `� ( ) SH — Rs5— — �U cp 0 2x6 WALL iA 260aDN- -31 N— ~ iv 3'-4'� _ 12" 3'--3 4068 0 co \ •civ iv ``� 2668m 8' CLG 6� 2 - 0 U r F cp 2668C"L2168 /�I I I�I m �/LUI �LEFRS� FL 5ED 3 I0 ATI e m 8' GLC � � I � I � vINYL LU o � � e :z z 6 IR WaL� 3052 5H 20305H DATE: 12/1/04 ((0'-10'iz° HDR C6'-10'%" HDR) DfZALUN: DF' GNICD= — 9 155uED: ❑ W 5'-10" 5'-6" 3'-10 1/2" 4'-2 1/2" U) V /VLU 2 6'-4 1/2" 4'-T 1/2" 11'-4" 2'-7" �--- W 32'-4' "J Q 43'-4" 4'-0' O LEVEL 2ND F—L00 fLAN 1 /4 11 .. 011 z O • (C] COPYRIGHT 2004 ESPOSITO, CHEEK 4 ASSOC., INC. DESIGNER HERF5Y EXPRE55LY RESERVES H15 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINCi5, THESE PLANS, DE51CzN5 AND DRA'WINCzS ARE NOT TO 5E REPRODUCED, CHANCSED OR COPIED IN ANY FORM OR P-1ANNER WHATSOEVER WITHOUT FIR57 057AINING THE EXPRESS WRITTEN PERMI5SION AND CONSENT OF ESPOSITO, G-4EEIC AND 4350C., INC.. NOR SHAD THERE PLANS 5E ASSIGNED TO ANY PARTY WITHOUT F'RST OBTAININC SAID LLRITTEN PERM15510N AND CONSENT. r _ l 21-01 45'-4" • 70F DuI'LEX 17'-4' LU 4'-10" 8'-4' 4'-2' K:=7= C 10 S 0 a (, n - - - - - - - _ � _ _ _ _ - - - - - 1St LEVEL LIVING; 555 0Esp ��I� , x 2nd LEVEL LIVING: 513; `1 :0 OTHER NACl"'L � k z TOTAL LIVING: 1152 ;P I O O HB 3030 5H Q CxARAC�E: NA �0rv8 SCID (6'-lm'/a" HDR)11 - w LANAI: NA Q A _ I� _ ENTRY: 36 0 -OHC OHC Z STORAGE 35 r)Li \ TOTAL - U Assoc O A_ UNDER ROOF 1223 � � SINK o ® ILL w� 77 0 0 <I TCNEN Inc . O �OTTO>� Du�L x � I f N f NCS 5' CLQ Io U] 8 CLG VINYL 010 0 w VINYL Architeu ts U z I Lu� st LEVEL LIVING: 621 :h ry r w znd LEVEL LIVING: 5390 W � _�_F_ _ _ _ _ _ � 4540 Southside Blvd, � 2x6 WALL z � t OHC- - OHC suite 502 V7 oTHER NA L — — Jacksonville, FL 32216 TOTAL LIVINCs: 11&m 0 m iu / ^� 12' 31-0" WH A I L _ _ (904) 641-6649 LU �-- GARAGE: NA (X �� - - r LANAI: NA z POUJDER STOR Z \ , ( A/c; m ,, CLG - I �— catP STORAGE 28 :0tLU VINYL TOTAL UNDER ROOF: 1207 :0 <t r m L � � I MI m :�° N R IL � ��• . . . W - - — (J 0 u FL bj 411 42'H '/ WALL (X = � . I , W CAP (TVP) �J .' 4'-1 1/2' 4'-0" 2'-10" 5'-4' CIA �n r�'��, o J FL Lic. No. AA0Q025b4 Q 5 V I AT IONS.45 l -m 1/2' Fred R, Chee1- k U �fi e ,N �� UJD �uLL LiVINC; - • ABV ABoY E in 0 nn�� 8' CLG ric_ AG AIR CONDITIONER - IL -S 1/2" z &'-3 1/2" S'-4" 3'-m" 2m'-S" 41-4° AFF ABOVE FIN15H4ED FLOOR ` w n AHU AiR HANDLER UNIT - GABS CItAB NE75 � I �� _Q CL CEILING LINEVINYL CLG CEILING - Q O C+�R CHAIR RAIL �t HB � A""i) FL 3'-0" 14'-3" CV COF1 FRED 3 (X - � - _ _.- _._ - - - - -COL COLUMN +f- U COMP COMPRESSOR U _ _ O CRN CROWN MOULDING > CVAG CENTRAL VACUUM 51'5TEr''I IIQ 4 I/2' 4'-5 1/2" 0 cv DBL DOUBLE 61 I� ^m ST A/C D f AG D f ACxONAL p CV ENT�2Y a' 8' CLG 1 3 4 - \ Cor�P 4 m N DR DOOR N I Im S' GLG _ Alm Alm All All HO CV DRY DRYER SPACE —SCAM Aev - - - �� _ a Z DW DISNW'ASHER - _ - - - - - - - - X EB EYEBROW �q ^ iv m' ! 1�- 4x4 PT Past 2 OHS O a OHG (5) 5 3rn" N N fL RAS FL FLOOR LINE (MAT CHANCsE) �' - - - - - - - - �S' P l�P - - --- -, � F L R FLOOR A10 ��c� 6 20ro8 `' nn 1�-- FP FIREPLACE � I STOP � u ~ �, RANGE (�/ — FR i=BENCH DOOR � � J w/ NaaD � 1 - I - � � FXD FIXED W i - - O FX-7 FIXTURE c� rL� 11 ' LUH 1 r 4Z"H /2 WALL O GLS GLA55 - z ICITCa-ISN / W CAP (T7'P) H4B H05E BIB cn S' CLG x6 - v 68 m Z 61 � - f � FL H K5 KNEE SPACE 0 VINYL L = = L C - LAV LAVATORY �g u -(I) SHI�3v - L LT LAUNDRY TUB �) ,� p 7'-2 1/2' 2'-7" 5'-0" 1'-10- 2'-2"1 > �t MRBL MARBLE � � to I � I � I I L W51-4 JIL DRY JI , � 1 � -, MG MEDICINE CABINET QL L � Iy O lI V MiR MIRROR 1 - U r OHC OVERT-4E,4D CABS p 11'-4" 6 -ly l'-ITL t-IF-TAL OPNS OPENING ; 0 cv OPT OPTIONAL - RC5 CLOTHES ROD dnd 54-4ELF L I X I I `ISG REF REFRiGERA70R SPACE G g CLCD 5DLT5 51DOKL1 DH75 CTOR D IN f NG d 5TOR 8' cLG SCID SLIDINCs CsLA55 DOOR 8' CLCs � SH (2) 5H>ELVE5 (QUANITY) VINYL u11 4C) 5HIUJR 5HOWER 15AT n • SOAP SOAP TB 70LUEL BAR VINYL r n TPN TOILET PAPER HOLDER lJ 745 TUB and SHOWER 6066 SnD 2030 5H 4052 SH /04 `1P TElTEt"IPERED , DATE: 12/14 / TOB TOP OF BLOCK (CMU) k5 HDR) (�'-10ia HDR> TR TRANSOM �B D�'ALUN: DP Q VOL VOLUME TIO 155uED: � WWATER ATER CLO5ET 0 WD WOOD 1'-11 I/2' LU WH WATER HEATER 5'-10" 5'-6" 4'-3" 10'-5 1/2" 4'-3 1/2" (n WNGT WAIN5COT WS WATER SOFTENER �E V l 5E D W5HI WA5H4ER SPACE 11'-4" rv'-2 1/2" 14'- LU 32'-3 1/2" 4'-0 1/2' Q 2'-0' 451-411 0 15t LEVEL PL00fR FLAN 1/4IIy 11 - 011 3 z 0 0 • 0 Cof-YRIGHT 2004 E5P05170, CHEEK 4 ,45,50C, INC. DE5IGNER HEREBY EXPRESSLY RESERVES HIS COfn'T RISHT AND OTHER FROPERTI' RiGH75 IN THESE DRAWINGS, 7HE5E PLANS, DESIGNS AND DRAUJINGS ARE , 07 70 5E REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT5DEVER WITHOUT FIRST OBTAINING THE EXF'RE55 LJRITTEN PEFZ- 1551ON AND CONSENT OF E5P051T0, CH�E< ANP ASSOC-., INC- NOR SHALL THESE F5LAN5 BE A551GNED 70 ANY PARTY WITHOUT FIRST OBTAINING SAID IJIRITTEN PERI 1'S510N AND CONSENT. i 45'-4' D o ... LU Ill-4" 28'-o' �0 � lam" 8'-0" -%e Esposffio O C hk -4 (L ,�� O �t (1'IIN) W 1 F- A z �a" SCxD REC�55 I AstRicu L. Inc . °0 1`0Q Nt U Architects L.0 4540 Southside Blvd. L -01-00 I suite 502 v� Jacksonville, FL 32216 1211 - (904) 641-6649 LU 0 I I I F--- �t o _ ` — — —'tom > e � +• �,4ilrir LU Noy�P` Vali • '� , �c-� O SLAE3 NOTES I. FOUNDATION IS DESIGNED FOR AN A56UT'IED 4. HEIGHT OF ALL STEP-DOWNS 5HIOWN ONW e I a �� G. � `1INIT"1UM SOIL FEARING PRE55URE OF DRAWINGS ARE T-11NIrMY IUT•15 and AVERY JU' '•C 2,500 P5F. IT 5HIALL BE THE CONTRACTORS AT BUILDERS OPTION A5 REGZUIRED 5Y RE5PON51511-ITY TO VERIFY TWAT TWE SOIL SITE CONDITIONS •••••''••r;° WILL SATISFACTORILY SUSTAIN THIS LOADING, FL Lic. ;:; AA0 02564t' 5, VERIFY LOCATION O1= ALI_ PIPING and � • C 2, (4') 2500 PSI CONCRETE SLA5 W/ 6x6 CONDUITS5 REQUIRED BELOW 5LA . SEE Fred �ee�r'��.... " I R�' 10/10 WWM OR (4') 2500 P51 F15ER"fESH FLOOR PLAN FOR ALL PLUMBING FIXTURE 0 CONCRETE SLAB OVER ry r1L POLY- LOCATIONS. E7HELENE VAPOR BARRIER OVER CLEAN CCI-IPACTED TERtIITE TREATED 501L (TTP) 3. VERIFY LOCATION OF ALL INTERIOR LOAD 4 BEARING PARTITIONS W/ 7RU55 ENGINEERING DR4WING5 and PROVIDE THICKENED 5LA5 AT ALL LOCATIONS (5EE DETAIL) 9 riNI1'1L;M STEP DN DISTANCE DETAIL/5ES710N NUMBER - DENOTES-STEP DN ORI I 0 �— ro" 9'-m" 8'-4" '-9' - 3'-m" REGE551NGONSSLAB 10 — � — �. - - � — - -�L — T � - - T - - - - - - - - - � U- `3 — — — — — — DETAIL PAGE NUM5ER 2EN07E5-5LOPE CONS -- ---- I I I 5LA5 1/5' F-ER FT (MIN) O DL (Mlw I j L o 4'-0" Lu Ul L �v 4' -0' 4" y (MIN) � oz NOTE iii L ROOF TRUSS ENGINEERING WAS NOT AVAILABLE L PRIOR TO ISSUANCE OF THESE CONSTRUCTION DRAWINGS. VERIFY INTERIOR ROOF TRUSS 6 SEARING WITH THE ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. r L ___ -- -- Cn• '/a" SCxD R1=G55 G I1 P271777 DA E. �� /D4Z I -411 (rtlw J � ISSUED: O LU U) 4'-011 4'-0" LL 2 6-0° a0 0 w J 45'-4' V7 Q o Pte/ L E) A I ION FLAN I ,/.411 = 11 - 011 z 90 Ai2CNITECTuRAL r ONOLITI-•4IC 0 • LU' COPYRIGHT 2004 ESP05I70, CH=< 4 4550C,, INC. DESIGNER HERE5'T' EXPRE55LY RESERVES HI5 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRALUING5. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT 70 5E REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT50EVER WITHOUT F-IR57 OBTAINING THE EXPRE55 WRITTEN PER:Mi55ION AND CON5EN7 OF ESPOSITO, CHEEK AND A550C., INC.. NOR 5HALL THIE5E PLANS 5E A551GNED 70 ANY PARTY WITHOUT FIR5T OBTAINING 5AI7-) WRITTEN PER-115510N AND CONSENT. ___......._.__ ._._______...__..n._. ..,... .. rr� , {V l LEC1 r� 0 �uUP I Q � 0 �w� r�r■ W J K=7= 2 .�...... .._�..._......,..__..__.. .........._._............................,........ A %. Esposito , YGleek zo O nlci[ s Covelll ]Cluplexes 0 W IF Ar a d & I-z ry Assoc ® IL Inc . o" 1845 = 1847 Forsyth Atlanti" cBeach Tom pD T`LEX Q • LLu AfREAS Architects woova oun ' arialgt LEVEL- LIVING: 555 w 4540 Southslde Bld C 2nd LEVEL LIVING: 591 suite 502 W O-HER NA Jacksonville, FL 32216 0 TOTAL LIVING: 1152 * (904) 641-6649 W GARAGE: NA Q LANAI: NA Drawing Index . 1 0 Not valid ENTRY: 5TOR,4GE 35 0 Per rill T trr►`: 1 c' g Sht.No. Drawls Title _ _ TOTAL UNDER ROOF_ 1223 Wlthcu Al Title/Index Slgnatur4i, A2 Architectural Foundation Plan Seal a n c ` ° ., •`� ',= A3 1st Level Floor Plan FL Lic. No. AA000256-4: A4 2nd Level Floor Plan Fred R. Cheek AS Building Elevations A R E A5 • A6 Building Elevations 15- LEVEL LIVING: &21 (� A7 Roof Plan 2rd LEVEL LIVING: 539 *'- OTHER NA Q A8 1st Level Electrical Plano Q TOTAL LIVING: 1'60 A9 2nd Level Electrical Plan GARAGE: NA 00 A10 Construction Details LANAI: NA U- All Construction Details ENTRY: 19 o 57ORAGE 26 < T TA UNDER ROOF: 1201 " u N L X d `� A55RE V I AT I ONE) Building Code summary PROJECTLOCATION < A5V 45OVE FLR FLOOR CODE ENFORCEMENT JURISDICTION: DUVAL COUNTY AS AIR SONDITiONER FP FiREPLASE SOD SLIDING GLA55 DOOR AFF ABOVE FIN15HED FLOOR FR FRENCH DOOR($) 5H (2) SHELVES eQUANITY) ZONING CODE:THE PROP05ED STRUCTUfRE COMPLIES LUITN THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR n(1 AHU AIR HANDLER UNIT FXD FIXED gHwR SHOWER RE5IDENTIAL DISTRICTS, INCLUDING i`1AXII"1U1-1 BUILDING HEIGHT OF THIRTY FIVE FEET (35'). 11-� 5LK BLOCK FXT FIXTURE T.B. TOWEL BAR CABG CABINETS SLS GLASS T.P.H. TOILET PAPER HOLDER Duval County Wind Speed Zones U CLS SEILING HB HOSE SIB Tea TUB and SHOWER ZONING CLASSIFICATION: r CHR CHAIR RAIL ICs KNEE 5PAcE TEMP TEMPERED coFF COFFERED LAV LAVATORY TR TRANSOM WINp ZONE: 105 MPH 110 MPF-{ 115 MPH 119 MPH 120 MPH (WIND-BORNE DEPRIS) • V SOL COLUMN LT LAUNDRY TUB VOL VOLUME Francis Cove W. , cn COIF' COMPRESSOR MR51- f IARSLE WC WATER CLOSET01 TION FLORIDA E5l1ILDING GODS - FUEL CxAS: 2001 EDITION 4 �-F�L lop CRN MLD cROUN MouLDING MG MEDICINE cA3INET wD WooD FLORIDA BUfI�DINC� GODS:2m ED CVAC CENTRAL VAcuuM SYSTEM MIR M RROR WH WATER HEATER FLORIDA BUILDING CODE - PLUM15ING:2001 EDITION NATIONAL ELECTRICAL CODE: 2000 EDITION T� A. DBL DOUBLE MTL METAL WNCT WAINSCOTr�txzrrar�A FLORIDA BUILDING CODE - MECHANICAL: 2001 EDITION FLORIDA FIRE PREVENTION GODE:2001 EDITION a pL ` O U- DIACa DIACxONAL ON OVERHEAD WS WATER SOFTENER r DR DOOR OPNG OPENINCx WA51-€ WASa IFR { T£ £ u DRY DRYER CRT opTIONAL ASSEMBLY BU5IN1=S5 EDUCATIONAL DW DISHw'ASHER 1�t5 �:L07HE5 ROD and SHELF REFREFRIGERATOR ErEBROw MEGANTILE RESIDENTIAL FACTORY INDUSTRIAL n OLL lS1Y-n a � j'� FL FLOOR LINE 0-1AT. CHANCzE) S.D. SOAP D15H Occupancy "ref t !.': ,i INSTITUTIONAL. (UNREST)*INSTITUTIONAL (REST) 5TORAGE Q -h ikhttU�rt�l ' �: M � Classification HAZARDOUS MIXED OCCUPANCY ++ N/A Z q 3 Roos ,455EMBL�' f� "r �nQ _ (PER PSC 104.2.1.1) �• P: INDICATE5 PRIMARY Y OCCUPANC , 5: INDICATES 5EGONDARY OCCUPANCY �ur� TYPE I TYPE IV (P) TYPE V (UP) ROOF ING 5Y5TEM: ASPHALT SHINGLE OVER HIGH SLOPE ROOF (4:12 OR GREATER) TYPE II TYPE IV (UP) TYPE VI (P) � r �G Construction FI ERCsLASS REINFORCED HVl' UJT ASPHALT ROOF SHINGLE e TYPE III TYPE V (P) TYPE VI (UP) u I MATERIAL: B �,. _'' � , W/ ONE LA`rER OF HND)=R1,41 r'1ENT FELT. MIXED CONSTRUCTIDN ++ � n %' `s �?: P :< + ++ P: INDICATES PRIMARY CONSTRUCTION, 5: INDIGATE5 SECONDARY GONSTRUGTION _ FASTENING REQ.: FOUR (4) ROOFING NAILS EACH SHINGLE, PER 5HINGLE ��=�Ygfn - DATE: 2/1/ 4 MANUFACTURERS LURITTEN SPEGIFIGATIONS SPRINKLED: YES NO FIRE DISTRICT: YE9 NO Building Height APPROX HE IGHT AFG: I a'-2' MEAN ROOF HE IGHT AFF: 12 -9' -- ri' I FLASHINGS REO.: CORROSION RESISTANT i-1ETAL FL�45HING5 IN5TALLED FIRST FLOOR A/C: OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA ; :\ y Pk�LLik: CHIICD: C Building Area NA : NA S �� > r� v PER DETAIL5, 5EE SHEET EIGHT (8). g SECOND FLOOR A/G: Nq OGGUPANt LOAD: NA MIN EXITS: NA MAX DIgTANGE CITY OF (t11AN1Ir1r' �SLiED= Ljj TOTAL A/C_: NA OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA y WIND RESISTANCE RATINGS: 110 i iPH OR GREATER, A5 PER ASTM D 31ro1 CMODIFIED). GARACxE: N,q � �; 0 6W REVISED: _ LANA I/PORCH: NA C J T 'I4 21 Miles ENTRY: �� `-- - - ~ NA 0 _._. . J TOTAL UNDER ROOF: NA Q _i Lot Area GR055 AREA: 000000 I I I �I �I U BLDG 15 A DUPLEX TOWNHOME BOLD A5 "FEE 51MPLE' UNITS. BUILDING COMPLIES WITH W f I ED ZONE LOCATION �,4� I `�� Cf) VI� THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2001- 104.4 PROJECT LIES IN TNS 120MPN ZONE. Q O z O U COPYRIGHT BY EFRF-55O, CHEEK 4 4550C., INC. DE51CsNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RICxHTS IN THE C,_. NGS. THESE PLANS, DE5!CxNS AND DRAUJINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR h-1ANNER WWATSOEvER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PEf�M15910N AND CONSENT OF ESP051T0, CHEEK AICD ASSOG., INC.. NOR SHALL THESE PLANS BE AS51CsNED TO ANY PARTY ',1JITWOUT FIRST OBTAININCs SA D WRITTEN PERMIISSION AND CON EN . COY f 1 crz MAP SHOWING SURVEY OF LOT 8, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK 56, PAGES 26 AND 26A OF CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. EXCEPT THE FOLLOWING DESCRIBED PARCEL: BEGIN AT THE NORTHWEST CORNER OF SAID LOT 8, FRANCIS COVE THREE; THENCE NORTH 89'26'40" EAST, ALONG THE NORTH LINE OF SAID LOT 8, A DISTANCE OF 40.00 FEET TO THE EAST LINE OF SAID LOT 8; THENCE SOUTH 00'34'13" EAST, ALONG THE EAST LINE OF SAID LOT 8, A DISTANCE OF 100.00 FEET; THENCE SOUTH 43'29'27" WEST A DISTANCE OF 10.37 FEET TO THE INTERSECTION OF EAST LINE OF RESIDENCE 1647 WITH THE NORTH LINE OF RESIDENCE 1845 (FORSYTH COURT), THENCE NORTH 90'00'00" WEST ALONG A WESTERLY EXTENSION OF THE NORTH BUILDING LINE OF RESIDENCE 1845 A DISTANCE OF 8.36 FEET, THENCE SOUTH 00'00'00" WEST ALONG THE WEST LINE OF RESIDENCE 1845 A DISTANCE OF 18.25 FEET TO THE SOUTHWEST CORNER OF SAID RESIDENCE 1845; THENCE SOUTH 03'56'17" WEST, A DISTANCE OF 19.44 FEET 10 A POINT ON THE SOUTH LINE OF SAID LOT 8, SAID POINT LYING ON A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 25.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC SAID CURVE AND ALONG SOUTH LINE OF SAID LOT 8, A DISTANCE OF 28.53 FEET, MAKING CENTRAL ANGLE OF 65'22'36" AND HAVING A CHORD BEARING OF NORTH 57'52'02" EAST AND CHORD DISTANCE OF 27.00 FEET TO THE WEST LINE OF SAID LOT 8; THENCE NORTH 00'34'12" WEST, ALONG THE WEST LINE OF SAID LOT S. A DISTANCE OF 130.42 FEET TO THE POINT OF BEGINNING, UBDIVISION 1, E- H• BONN\AGE 4 L0� 00 PLAN 8K 8,N 89'28'49" E 40.00' (FIELD) N89'26'40"E FOUND 1/2" IRON 40.00' FOUND CONS_ WrLB 3G72 MONUMENT, NO ID 0 04 POINT OF � II BEGINNING 0 (EXCEPTION) w 20' BUILDING J RESTRICTION LINE \ \n/ VU �- GO \0 z Q� z \ o oQ ^\ Q \ Y U W � � F V)\ 4 U CO V �? w 0 W a 0 46O O �� Qi o - o ai J Li „ Lj � v co � � n � w\ p \GAO L 0 T 8 of o �2 F.R S Dc S43'2 '27 ' W F_ Lr, 0 10.31 p � 0 z z I W ❑ o - _. . LOI �w N 89'36'08" E 50.07' (FIELD) o0. N89'26'40"E 50.00' PIPE FOUNDLp/66450N 90'00 00 W �_T,AZC s �-10 \8.36' x �1 XPAD 7.5' BUILDING I S \ I :.�r RESTRICTION UNE o`r<^ 28.0 0 29.2' �a O C J COVERED �' vmi ;-j Q s00 r��y� M ENTRY U O' RESIDENCE 1845 a � G d- sj� � FINISHED FLOOR 2 '"• s> CONCRETE ELEVATION=13.40 4.1 r Z W DRIVEWAY 36.6' r 2. BUIL�N� 2 0 fl 29.2' Si ICTION LINE PATIO S 00'00'0o" W� vi CONCRETE \y DRIVEWAY 18.25 o SET 1/2' IRON 7.5' JEA ELECTRIC EASEMENT PIPE, LB 3672 N 57'50'35" W 27.00' (FIELD) 5$9'26'40" 67.28' SET 1/2' IRON CHORD= N 57'52'02" W 27.00' U PIPE, LB 3672 RADIUS= 25.00' ARC= 28.53 4 5 89'28'49" W 67.28' (FIELD) DELTA= 65'22'36" S 03'56'17" W 19.44' NOTES: F' 0 R S Y T H C O U R T 1. THIS IS A BOUNDARY SURVEY. 2, BUILDING RESTRICTION AS PER PLAT. 3. BEARINGS BASED ON THE EAST LINE OF RIGHT OF WAY WIDTH VARIES PAVED LOT 8, FRANCIS COVE THREE, BEING SOUTH 00'34'13" EAST AS PER PLAT. THIS SURVEY WAS MADE FOR BENEFIT OF THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD CANDACE METTE; BEACHES HABITAT; ATTORNEYS' TITLE ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS INSURANCE FUND, INC.; DONAH00, BALL & McMENAMY, WELL AS CAN BE DETERMINED FROM THE " FLOOD P.A. INSURANCE RATE MAP" COMMUNITY—PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989, FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. — L NOT VALID WITHOUT THE SIGNATURE AND DONN W. BOATWR HT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA UC. SURVEYOR and MAPPER Na. LS 3295 LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS INC. DATE: DRAWN BY: AC ! JUNE 24, 2005 FILE: 2005-0973 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF. i IAP SHOWING SURVEY OF A PART OF LOT 8, FRANCIS COVE THREE. AS RECORDED IN PLAT BOOK 56, PAGES 26 AND 26A OF CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF SAID LOT 8, FRANCIS COVE THREE; THENCE NORTH 89'26'40" EAST, ALONG THE NORTH LINE OF SAID LOT 8, A DISTANCE OF 40.00 FEET TO THE EAST LINE OF SAID LOT 8; THENCE SOUTH 00'34'13" EAST, ALONG THE EAST LINE OF SAID LOT 8, A DISTANCE OF 100.00 FEET; THENCE SOUTH 43'29'27" WEST A DISTANCE OF 10.37 FEET TO THE INTERSECTION OF EAST LINE OF RESIDENCE 1847 WITH THE NORTH LINE OF RESIDENCE 1845 (FORSYTH COURT), THENCE NORTH 90'00'00" WEST ALONG A WESTERLY EXTENSION OF THE NORTH BUILDING LINE OF RESIDENCE 1845 A DISTANCE OF 8.36 FEET, THENCE SOUTH 00'00'00" WEST ALONG THE WEST LINE OF RESIDENCE 1845 A DISTANCE OF 18.25 FEET TO THE SOUTHWEST CORNER OF SAID RESIDENCE 1845, THENCE SOUTH 03'56'17" WEST, A DISTANCE OF 19.44 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 8, SAID POINT LYING ON A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 25.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC SAID CURVE AND ALONG SOUTH LINE OF SAID LOT 8, A DISTANCE OF 28.53 FEET, !BAKING CENTRAL ANGLE OF 65'22'36" AND HAVING A CHORD BEARING OF NORTH 5752'02" EAST AND CHORD DISTANCE OF 27.00 FEET TO THE WEST LINE OF SAID LOT 8; THENCE NORTH 00'34'12" WEST, ALONG THE WEST LINE OF SAID LOT 8, A DISTANCE OF 130.42 FEET TO THE POINT OF BEGINNING. sUBptv�slom BDO�NEp AGE 4 C)0K 8, Q N 89'28 49" E 40.00 (FIELD) N89'26'40"E FOUND 1/2" IRON 40.00' FO ND CONCR o i'IPI L$ 3672 MQNUMENT, NO ID N POINT OF p II BEGINNING V 24' BUILDING v Q RESTRICTION LINE IT(IV U) V Q) az O Z �Q� ^ O I z p o Lj i0 O O CO N 0. U w O 0 w CV OfLO cl o rn L J r L 0 T 8C3 10 N PATIO (n 0 o 15.2' 17.6 7.2' Opp Q P ``� , CN oCD Zx A/C az Z o AD Z w N Z W S 43'29'27" W ' N ti w \ o Z Wa i 1 0.3/�7 ' FOUND 1/2' IRON d PIPE. LB 6645 N89'26'40"E 50.00' N 89'36'08" E 50.07' (FIELD) NT sQ 6, N 90'00'00" W a °o `�`' 8.36C) ' to �3 �� CONCRETE RESIDENCE 1845 DRIVEWAY — 1 _ S 0000000" W o +� 18.25' CONCRETE 0 ! \ DRIVEWAY 7.5' JEA ELECTRIC EASEMENT SL 1/2' IRON S 89'28'49" W 7.28' (FIELD) PIPE, B 3672 S89'26'40"W 67.28' SET 1/2' IRON N 57'50'35" W 27.00' (FIELD) 0.:3 S 03.56'1 7" W PIPE. L9 3672 CHORD= N 57'52'02" W'____27.00' 19.44' RADIUS= 25.00' ARC= 28.53' DELTA= 65'22'36" NOTES: 1. THIS IS A BOUNDARY SURVEY. C (1 H C 0 U R T 2. BUILDING RESTRICTION AS PER PLAT. r v 3. BEARINGS BASED ON THE EAST LINE OF RIGHT OF WAY WIDTH VARIES PAVED LOT B. FRANCIS COVE THREE. BEING SOUTH 00'34'13" EAST AS PER PLAT_ THIS SURVEY WAS MADE FOR BENEFIT OF THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD JAMES REYES AND LORNA COTTO; BEACHES HABITAT; ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS ATTORNEYS' TITLE INSURANCE FUND, INC.; DONAHOO, WELL AS CAN BE DETERMINED FROM THE " FLOOD BALL & McMENAMY, P.A. INSURANCE RATE MAP" COMMUNITY—PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989, FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. �_L "NOT VALID WITHOUT THE SIGNATURE AND DONN W. BOATWRIGHT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." FLORIDA UC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRI GH T LAND SURVEYORS INC. DATE: DRAWN BY: ACJUNE 24, 2005 FILE: 2005-0974L150000 R08ERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 M A P O F LOT 8, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK 56, PAGES 26 AND 26A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 13.3 13 a 12.6 14.0 iP 13:1 N89'26'40"E 50.00' N89'26'40"E 25 WOOD FENCE ! !_G `V 13.0 O O rl O O v- Q 0 0 1849 le w i� 13.4 1:.7 r 14.1 0 d' o 1 v) O V) 13.B 1847 3,7 FFE=13.40 N89'26'40"E 50.00 o O ,ri r ' ®3.4 1 -t 13. •8 w e a " 1845 FFE=13.40 p r' /2 v V r, 4: A , e qe .e. a' 4 4, e e' rk�. 13. PC tK FORSYTH COU 5 H T- OF- NOTES: THIS IS A MAP ONLY. BOUNDARY DATA AS PER PLAT. SCALE: 1" = 20' BEACHES HABITAT DATE: JANUARY 4, 2005 DRAWN BY: cLK 1671 FRANCIS AVENUE SHEET 1 OF 1 FILE #: 1845 & 1847 FORSYTH COURT ATLANTIC BEACH, FL 32233 1 MAP OF � �- LOT 8, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK 56, PAGES 26 AND 26A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 13.3 U0 12'6 14.0 N89-26'40"E 50.00' N89'26'40"E 25 Y OD FENCE G 13.0 O O O O o o 0 0 W 1849xe r K) r3.4 1F 7 - 14.1 no Q O cn • 13,B 1847 FFE-13.40 1 N89'26'40"E 50.00 p L6 ®3.4 v ' 1845 r 13.4 FFE=13.40 e O v U) • v .• ° 13,7 'd 4a d . • 1:3.13 13. tK FORSYTH COU 5 HT- OF- H NOTES: THIS IS A MAP ONLY. BOUNDARY DATA AS PER PLAT, SCALE: 1" = 20' BEACHES HABITAT DATE: JANUARY 4, 2005 DRAWN BY: CEK 1671 FRANCIS AVENUE SHEET 1 OF 1 FILE #: 1845 & 1847 FORSYTH COURT ATLANTIC BEACH, FL. 32233 1 i - -7 M A P O F LOT 8, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK 56, PAGES 26 AND 26A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. \ S S uaoojIS10N DONNER OT 11 > E H� K8 Pp,0E L 4 PLAT BO \ N 89'26'40"E 40.00' o Q 0 7.5' 1 �b oco A\ oLLJ J C5 z z LOT 8 o� PATIO N cn o QO P z m 1847 A/C FFE=13.40 7'5 7 5 N89'26'40"E 50.00' 'Qq A/C ITIASO \ 7.5' O 00, . ' 1845 �• FFE=13.40 • •: 4. Lv . . � C-) 4 ..,. •'tea+ PATIO • .• _ . _467 44 f O CD 7.5' JEA ELECTRIC EASEMENT • . . C3 S89'26'40"4--'61,62a'-.4 RADIUS 25.00' CHORD 27.00' RIGf1T OF WAY WIDTH VAR! S N57°52'02"W F 0 R S Y T H C 0 U R T NOTES: THIS IS A MAP ONLY. BOUNDARY DATA AS PER PLAT, SCALE: 1" = 20' BEACHES HABITAT DRAWN BY: CEK DATE; DECEMBER 15, 2004 1671 FRANCIS AVENUE FILE #: 1845 & 1847 FORSYTH COURT ATLANTIC BEACH, FL 32233 SHEET -1 1 1 1 MAP OF . LOT 6, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK 56, PAGES 26 AND 26A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. S�gpIV1S10N NNER S LD- �� , E N\ KD() 8, PA�E4 N89°26'40"E 40.00' � � � o o I,v City ofitl tic Beach 7.5' Planning ao ing Departrr. nt This approval ve. mpliance witty applicable zoning, subdi and other fecal land development retia ns, but does no Constitute O approval for thence of permits. ompliance O with Florida B4dGode and all tithe applicable U local, State a deral permitting re uirements must be venfied by signature of the G of Atlantic Beach Buk fi N cial riw to the is a� ana#of a O I Building Pe'trt�r, P cn W �J 4- Lj � Approved 7 C�. omrrrun" eve:� mai rre "" L 0 T 8 pate: ��o 0 �, �� v� P I PA110 0 ,S C� Dc O W � O p mI 1847 A/C \Q-' FIFE=13.40 �, Q 7.5' I N 89'26 40 E 50.00 x'40A/C � o \ 7.5 p S� 1845 FFFFFE=13.40 " 'T .•• ,tie• ' Qo PATIO ", . `• ' !`� 44 0 to " • 7.5' JEA ELECTRIC EASEMENT Cj S89'26'40" ;611'a'"'4 RADIUS 25.00' •'