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Scheidel Court 1112 1114 (2) __�_._.__-_ -- -------•- TH15 DOCUMENT IS AN INSTRUMENT OF STfLUCTURAL GENERL NOTES ' ENGINEER'S SERVICE FOR OTHERS FOR CON- STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. 5TRUCTION OF PROJECT STUCCO CORM= AS TITLED BELOW- „ 4" CONC SLAB W/ 6)(6X10/10 WWF BEAD I BELOW U7 OVER 6 MIL VAPOR BARRIER OVER INFORMATION DERIVED 4" CONC SLAB W/ 6X6XI0/10 WWF STOP LATH AND SEE STI FOR VERTICAL WALL GG;NNEGTION. FINIS14FD FLO 2001 FLORIDA BUILDING GODE (FBC) SLOPE 3/4" X 12" STUCCO CORNER GLEAN, WELL COMPACTED, TREATED FILL FROM THIS INSTRUMENT OVER , MIL VAPOR BARRIER OVER AT GARAGE DOOR BEAD 1" BELOW 4" GONG SLAB W/ bX&X10/10 WAF MAY BE USED CAN NOT BE USED FOR ASCE I_gg GLEAN, WELL COMPACTED, TREATED FILL EXP. JOINT FINISHED FLOG OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDG __ ----_-- --W�W OTHER WORKS UNLESS R� SLOPE GRAD AUTHORIZED BY THE 199'1 NDS • • }_`---.._=- \ GLEAN, LL COMPACTED, TREATED FILL I I I� - (U"4 t.'I=BAR CONT- � HEADER COURSE 1�1C-�IN WITHOUT VARIES ••�.�-•_.�_.-•--�_ • r� --- 4" GONG SLAB W/ 6)(6X10/10 UAIF m SLOPE - f - pIM1=T�l51oN5 AIR)= -f'-"- - - - I INFRINGEMENT of OUT ry�NEFR A - - _: GRADE GE;S OVER 6 MIL VAPOR BARRIER OVER MIN D15TAN �I I I I� LEGALit - ...-_._. CLEAN, WELL COMPACTED, TRE TED FILL — - 4" 1 STORY RICz"T& A,Design is void after two years from original date of issue, unless updated to acceptable codes and practices Iat that time- — �`` - r -_-:I -: _ $_' i _ DIMENSIONS ARE IIII- r GLEAN COMPACTED 6" MIN- DISTANCES --- •- � --- .. _ _ . '.��-:--�� ' ,,..-.�.;�u N - III .. ._.III ----I-� 2 STORY d..Do not scale- Use dimensions From the architectural plan- Notify engineer immediately (F discrepancies are found between plans. _:--. - -- - --- i SAND FILL --::.. DESGfZIPTiUN 1 _ 1 STORY W/ 2 O 55 COURSES, -- T. - 1-STORY R OR All details shall be in accordance with inatructlOna from manufacturer or designer. - - _ -- 03 Q IF FOUR 5TEMWALL SOLID OR USE 10"x20" FTN'G 1 A11 temporary shoring shall be the re of the contractor- - IMM- __ - _ I._. .. 2 N4 CON -- ! 1=1' " - fa MIL VAPOR BARRIER /O BRICK T -- (TYP. VERTICAL REINFORCEMENT)- 04 DOWELS 2 ISI --- -" � COI�lERS d 48"o/c THEREAFTER - SEND F TI I- IIII _ I _ I illi i = ALL DOWELS TOP 4 BOTTOM,EMBED 3 -- - I A.This design has been completed in accordance with pertinent standards, recommended design soil ammeters, and accepted 20 I 12 Ir4 W/ B IC MINIMUM Com" INTO FOOTING /O INTO SLAB _ 12 _ 1 STORY I .__.__. g p p g p 1� - CONT. engineering design procedures, and is based on the best information available at the time of completion. The design Is Intended GROUT ALL CELLS W/REINFORCEMENT) g 9 9 fc I� 9 2 STORY) III �, I( LsroR-r �o0-r1NG sizE " MAX. STEMWALL HEIGHT_ C5) - W/O BRICK 12"WIDE W/(2r4 OR(2T'5 CONT. 8" COURSES WALLS ] (5) 8" I STo Fa071NG SIZE to minimize differential movement resulting from the heaving of expansive soil or settling of subsurface soils. It must be recognized I ' I W1 BRICK 20" WIDE(INCLUDING LEDGE)w/(3)04 OR (2)"5 COURSE5 HIGH REQUIRE w/o BRICK 16"x$"W/(2r4 OR(2)"5 CONT. that Foundation components will undergo movement- Any subsequent owners shall be appraised OF the soil conditlion and advised to TURNED DOWN EDGE 2 sTORY ADDITIONAL ANALYSIS 4 W/BRICK 20"x8"W1(3r4OR(2)'5CONT, III W/O BRICK 16"WIDE W/M04 OR(2^7 CONT. REINFORCEMENT_ 2 STORY maintain good practices to the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, and lO ��ERIN STEP DOWN W1 BRICK 24"WIDE(INCLUpINCx LEDGE)W/(4r'4 OR (3P5 l BRICK 20'x10'W/(3r'4 OR(2rs GOVT. finish work above the floor slabs, etc. W/BRICK 24"x10"w/(4P4 OR(3)15 CONT. ELE)esign has been based on a non-expansive soil with an allowable soil bearing capacity ofl~pet. Active EFiP= 30 pcf (level backslope). 1 TYPICAL FOUNDATION DETAIL 1 TYFICAL FOUNDATION DETAIL C,Backflll adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been alnchored to the Floor -system above above or adequately braced to prevent damage to the wall. D.ReFer to the Geotechnical Engineer's report for all soil requirements For this site. E,AII Foundation pads shall be farmed to proper dimensions as indicated on the drawings and centered on column or wall. SEE STI FOR VERTICAL WALL GONNECTION P-The location of Foundation ,logs, steps and top of wall elevations and connections are critical to foundation performance. These Items 4" GONG SLAB W/ 6X6XiO/10 WWF 5 1/2" OVER 6 MIL VAPOR BARRIER OVER " MAX. 2 COUR5E5 are shown on the plans but may Change during the actual construction- As a result, this design can not address proper Foundation 4" GONG SLAB W/ &X6Xl0/10 WWF SEE STI FOR VERTICAL GLEAN, WELL COMPACTED, TERMITE 5 I/2" WIDE GONG- TO TOP E MAIN ABOVE SLAB LEVEL. Builders configuration unless stated spec(fically an the drawings- TREATED FILL OVER b MIL VAPOR BARRIER OVER 6LAB LiwV!✓L- TOP TO GARAGE FLOOR WALL CONNECTION. CLEAN, WELL COMPACTED,TREATE FILL STOP LATH AND (1)04 CONT. IN SOLID GROUTED C�IVf�RETE� _ sTucco CORNER VARIESt MAX 5 lrz (WEIGHTS EXG)=IwDING: - u-BLOCK COURSE N �__:.-...t___i� __ _'�-.�_ Q _ .' BEAD I BELOW 41DCONGESLAB WI/ADDITIONAL ANALYSIS) i rat o u rce VARIES }—"T -':I --- FINISHED FLO „ TYPICAL SLAB RIESWl A..Detail reinforcement in accordance with ACI 315-80 (Revised 1988), Detailing Manual. Minimum concrete cover for reinforcement _ _ �' 1 - != OVER 6 MIL VAPOR BARRIER OVER ofJaekSonville shall be as Follows: _ _ - - --- - CLEAN, LL COMPACTED, TREATED FILL TYP. VERT- - RE INF. 1J Concrete cast against earth 311 6 MIL VAPOR BARRIER SLOPE _ DeSlgnCenter,InC. II - - -- - _. -- III GRADE `=T 2)Formed concrete exposed to earth or weather 1-1/2 -- I I _. _ __.:_ j 3) Interior slabs, walls 3/4" -.__-_ -- I _-_-- I I TYPICAL FOOTING - SEE I/5T2 FOR _. - __-. - (1)'4 CONT CLEAN COMPACTED ) 1=1!i I 51zE/REiNF EMN 6550 Roosevelt Blvd. -- _ - _ _ ORc T I,Mlnlmum Compressive design strength OF concrete used For foundations and slabs shall be23"pal 9 28 days. I SAND FILL - -- Jacksonville, Florida C..Reinforcing steel shall conform to ASTM A615, grade 40- -- I I.• . 1=III I 32244 Minimum la of reinforcing shall be 40 bar diameters, but not less than 20". g 9 9 9 D Lan ftudina) reinforcing In walls and footings shall be continuous at corners and intersections- Matching corner bars shall be used. - ! I i Tel 90�.�t�f2-61m0 p g TYPICAL FOUNDATION I-All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, I - Fax 130431"1-2835 and testing shall be done in accordance with the requirements and application of ACI 301-84 (85), "SpecTficatlons for Structural Concrete". STEP [:)OWN IMENVONS A - --_- =QQ 11 NON- LOr4D 5EARiNG TURNED [:)OWN EDGE IN. DISTANGES A,iiii ing lumber shall be as follows or better: 2 FOUND,4TION ,4T GARAGE 2 FOUNDATION ,4T GAF4 G 2 x Rafters/Beams/Joists 02 5YP 199 M.G. I-Joists Provided by TruaJolat, or ecluivalent. Engineered Beams Provided by TrusJoist, or equivalent- 4" CONC SLAB W/ 6x6x10/10 WWF Plates *2 5YP 199 M.C. OVER 6 MIL VAPOR BARRIER OVER GLEAN, WELL COMPACTED, TERMITE HEADER BLOCK OR OVERLAP SLAB 1�CE55 SLAB 3/4" FOR Studs *2 SPF 19�P M.C. - Typical - Unless Noted Otherwise TREATED FILL 211 11/2111 THRESHOLD Stud Grade SPF 199 M.G. (2x4 up to V-1 1/8", one story residence only except partially enclosed structures) FORMED 4 CAST �� DEPTH = STUD + 1 1/4" (FROM II E All nails shall be type 'Cpmmoln' unless noted otherwise. Options to using common nails are as Follows: STEP DOWN 1-I/2 OUTSIDE FACE OF BLOCK) 12 d=10o1=0.131"x3" Gun Nails V41LICONG CESS SLAB 3/4" FOR SGD VARIES 8d=0.099"x2 I/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3. I.E.; i3d w 6"/12"a�/c becomes - •' •• • _ Y- -- SLAB W/ 6)(6X10/10 WWF R OVER - - MI N WELL COMPACTED,R & MIL VAPOR I7REATED FILL - j l I ! 0999"x2 i/4" m 4"/8"o/c.) TYP SLAB -- - I--- TVP. SLAB CrWV�ere not otherwise shown on plana, all Wallin or screwing shall be as indicated in the current Florida Building Cede, ASCE 7-98, _;_-_•___- -- - _- IIII i. -IIII IIII 1.. _ A 9 _ - and/or 1997 ND5 -- - � i --- n Tr referenced above. All sheathing must be nailed or screwed 4 adhesives SHALL NOT be used in place of nailing- . . CLEAN COMPACTED — 1 - MMetal connectors to be provided b SIMPSON_ Alternate connectors w/ equivalent or higher allowable loads may be used in lieu of - -_ - _ . TYPICAL FOOTING - SEE 1/512 FOR - f - =' _ 51ZE/REINFORCEMEN �-++ p y q g '� _ ►GAL FOOTING specified components. III -I I I III I (2)04 CONT. - 1-STORY YP SEE 1/ST2 • SAND PILL ! - _. „ „ g p g „ " partially II I - -I (2)"5 OR (3�4 CONT.FORIIII I I I!'I FOR SIZE/ All exterior walla to be sheathed with min, -7/16" O.5_B_ with Sd 6 o_c_ along panel edges, 12 o_c- in Feld C8 with artlall enclosed -. I I REINFORCEMENT structures), except as noted On Structural Ian_ - _ p p _ P Engineered componets (trusses, I-,blot, etc.) shall be installed per manufacturers specifications 4 directress- - I STORY -_.. -- IFIL -- - -- ��� -- TYPICAL FOUNDATION = I I— _.-_ l permanent of 2 STORY ----- -- -- �nolt more than 4r Fromend trusses of continuous lateral braces braces aha be diagonally braced per B-9 spaced not more than res feet o-c. and 20 II III ri �L�: INTERIOR 5E,4RINC� A..Detall, fabricate, and erect steel according to A15G 12 g STEMWALL STEP DOWN 3 FOUND. ,4T S.G.D. "Specification for the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition- u--� LL L'9..5tructura I steel sha I I be: Except as below ASTM A36 Pipe A5TM A53, Type E or 5, Gr. B 4" GONG SLAB W/ 6)(6X10/10 WWF MOLD PDR ELIC Tube A5TM A500 OVER 6 MIL VAPOR BARRIER OVER I�AII bolts shall be A30`1 unless noted otherwise- MARBLE SILL CLEAN, WELL COMPACTED, TERMITE TO OUTSIDE I I/2" II II TREATED FILL 0 All welding sha11 be by a certified welder. 1-1/2„ TYP. SLAB 5" MAY VARY TILE HAND TOOL ALL CONTROL JOINT 4" GONG SLAB W/ 6)(6X10/10 tIAUF MASON (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE PLAN) 15 U1oRICABLI= I OVER 6 MIL VAPOR BARRIER OVER — A.Concrete black shall have a minimum compressive strength, f'm of b�PST Masonry shall be laid up using type S mortar only. CLEAN, LL COMPACTED, TREATED FILL Any masonry in contact with earth shall be grouted full- Grout shall have a minimum compressive strength Of 30M POE ��--------•- = I I 1 IIII--=�_: ,•l I i ! 'uI 119- ILAll concrete masonry operations, shall be done in accordance with the provisions OF the latest applicable recomimendationa of the ��-.T-- •=-_'�-_-_7_�___ r AGI Manual of Standard Practice- _ _ __ _ C_Lap all vertical reinforcing a minimum Of 20". _- ::= _ I j --�---� TYPICAL FOOTING - 51=1= 1/512 CLProvlde horizontal Joint reinforcing at 16" o-c- vertically- Reinforcing wire shall conform to ASTM A82 and ASTM Alh7 TYPE 304. ---_- - _ �(�R SIZE/REINFORCEM — I -I--I boo TYPICAL FOUNDATION __•.•. rcR �! __ f� MIN, ----I— • -- q 13 SUNKEN SHOWER DETAIL CONTROL JOINT - - I -- ! � � n n 9 FOUND. AT DOOR SILL � FOUND. �T DOOR SILL DRAWN PAM,RW CHECKED LAP STANDARD FOUNDATION DETAILS SCALE NOTED DATE 1/I-1/02 JOB NO. STANDARD I" AIR SPACE (1)114 x V-0" OVER TRUSS DETAILS 'FLASHING MUST PASS THROUGH 8"x8" CHASE IN BRICK VENEER A LEVEL BELOW P SLOPET - '� IN EXTEND PLASHING BELOW SHOE PLATE �• - WALL CONCBLOCK STEM /� y� +� I O y� Note: ---------- EXTERIOR WALLS HAVE THE EXTERIOR METAL OR PLASTIC GROUT SOLID GIDE I L/ i G•1 i SHEATHING FLUSH WITH THE FOUNDATION. (POLY)FLASHING AROUND PIPE GROUT SQL p � �l . PULL ALL INTERIOR WALL DIMENSIONS5Ep POLES 49° o/C x A ' FROM OUTER EDGE SLAB, I CLEAN COMPAGTFD - _ AROUND PIPE , _C �• `� vertical construction SAND -ILL I I==1 .:: T;�: i If- Wood o , 3/4 (NOM-) STUCCO OVER LATH 4 PAPER Imo, Foundation Z 8 MIN - DEEPEN -III- - . .:. :. - . L) 5 f I®(�{� I/4 GAP BETWEEN SHEATHING 4 CONCRETE TYPICAL FOOTING - SEE 1/512 „ FOOTING mCHASE TYPICAL FOUNDATION . . FOR SIZE/t-'.1=1NFORCEi"1 ' LOCATION A5 REQID TO I_ -I _ Cir c$�TE OF 'Y PRO DE PROPER III ` ? ' E s t a 115 for c l s Ir i t Wood FOOTING DEPTH.In - ci i �TUCGO STOP III TRADE Ctrl u, 1 C f o r other 5 t r u ct u r a l `� LIGHT COAT MASONRY "DRESSING" TO FILL FILL VOID BETWEEN BRI UTILITY CHASE UTILITY CHASE imi ' /� I I , BLOCK VOIDS AND/OR HONEYCOMBS VENEER 4 FOUNDATION Vertical con5tr uct i on WALL ,FIE. . SOL OR `� GROUT,FILL UNDID FROSIDE PLAN F K ,acceptable e e s STI I For FOOTING TO UNDERSIDE OF I FLASHING • 5 eC, �`ic5. 15 STUCCO DETAIL 1� BRICK DETAIL MONOLITHIC FOUNDATION DETAILS STE1'''i UUALL FOUNDATION DETAILS SHEET THESE DETAILS ARE INTERCHANGEABLE WITHI THE THESE DETAILS ARE INTERCHANGEABLE WITH THE STUCCO ADDENDUM BRICK ADDENDUM I STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS 11 ST2 OF - SHEETS 111 5ch E1 d !C,. 0- 9)10d/END,4A ON STUD (2)2x4''! GYP OVERHANGS IN EXCESS OF fro"AND UP TO 24" TH15 DOGUMENT 15 AN MSTA24 W/( ASSEMBLY 9)l0 d w HEADER 4 e BILL) BLOCKING(TYP) USE 2x4 GYP OUT LOOKER AT I6"o/c CLIP TO INSTRUMENT Or - ASSEMBLY TRUSS-TO-IL'CONNECTORS, -- HEADER!SIZE DBL.TOP PL.WITH(2A45 W/(8)8d.OVERWANGS 000.5- • -. NECTO 0555-- FOR OT R 0 UPLIFTS ] - STUD WALL SPECIFICATIONSDPER CALLOUT ON •SPH4/6/8 PLATE 16"OR LESS USI=2x4 SYP QUTLOOKER AT 24" ENGINEER'S SERVICE UPLIFT(LBS) CONNECTION 7/16" APJ4.OR TECO RATED -- - m /$ND - -- 10ID0 SEE HT.(FT) STRUCTURAL �Q�1NEG70R8_NOT R£Q'D BILOGK SHEATHING EpG[=G a/c WITH(111-15 / 8� _ _ _ — • ALL FRAMING M4TI=RIAL 7O 13E (2)2+PW4/6/8 PLAhl)OR TI�1188 IF APAaEM MATED WIlTHIN 4'OF GABLE TRUSS 5TRUCTION OF PROJECT WITH ek:1 A ON ROOF DECK _ - 45 -(U HSS W/15)1 d_x 1-I/2"/!NI7 --- STRUCTURAL -9'-1 1/8" 2x4 01 SPF S D w 16" O/C // HEADER PER 5TRi1GTURAL PLAN 02 5YP EXCEP'r AS NOTED,v2 5- LAYOUT IF BYB 42. II �iF A7µING 1�NAILED FASTEN SHEATHING TO FRAt11N[s At 3" O/c WITH 8d NAILS AT 4 O G.At -- W. --4 ALL SUPPORTED PANEL 2J H5 W/141 Sd/(=Np/£A 0-I0'=1 1/8" Ix4�'Z SPF STIJpB 9 12" O/C = 1A5 1000 ED [- -0000-_ - -..--- _ • II (IIMTO TOP FE MI t ON EDGES,6" o/c IN 1=1ELI]W/8d. ,Acv TITLED 13 �.O 465-930 MAY E3E USED EDGES AND 8' O.C.IN FIELD. 2)H$W/(57 loci x 1 1/2"/END/EA _ ID-II'-I 1/$" 2x4'2 SYP STUDS a 12" O/C !i OF OF .0 000-5550_._ ..0005- .� _.__.-- 2x6 '2 5Ffi STUDS a 16'O/C IF OTW4 SIDES OF FRAMIN�1$ GARAGE NEAD1 R W/fl),ROlI� (6)1-1/4"GALV.ROOFING _0-10_00 -(U H16/H165 W/()0)10d x I-I/1_TO TOP 1�1..•- ._ /c 8d NAIL. INFORMATION D V NAILS w EACH SHINGLE t0 0-1000 (1)M7812 W/(1)IOd x I-1/!"/END 0 12'7 -2x*F��D � 6 O/G �1� SPH4/6/8 s 32"o/c FROM THIS INSTRUMENT w TOP I(?t0 HDR. II II APA RATED SHEATHING t0 GAN NOT BE USED FOR SWEATING I I Its IGONTRAGTORN THE EVENT TOMITWE CONCRETE11 PURLIN BOTTOM CHORD OF ALL rJWI1 (9AVd/END STRAP a EA II II(2)MSTA24 W1 GARAGE TRUSSES WITH 1x4 GYP NAIL TWROUGP APA RATED SHEATHING PPAPD22 EMBEDDED END OF HEADER UNA_ MATCH ROOF SHEATHING OTHER AUTHORIZED UNLESS TRUSS-Tp-fE CONNECTOR SEE PERPINDIGULAR TO TRUSSES w !i INTO NO.2 GYP FRAMING W/8d AT 3" STRAPS,IT IS ACCEPTABLE AUTHORIZED B� THE TRUSS SCHEDULE FOR PRE-ENGINEERED ROOF 24" O/C w/(3)loci NAILS AT O.G.AT ALL EDGER AND INTO EACH PLY TO SUBSTITUTE (1)MST45 WALL SWEATHIWs SHALL BE'1/16" II II ,9LHI'A7HING NEED ONLY 2x 62 SYP DBL •TOP PL.(SLOPED) ENC-;INEEtz WITHOUT CONNECTOR IFW58 OR RAFTER EACH TRU55 - URO. OF EACH DOUBLE INTERIOR PLATE,12' SERIES FLAT STRAP PER AAA RATED SHEATHING WITµed-� II I INFRINGEMENT OF LEGAL O.C.ELSEWHERE. HPAHD22,FACE MOUNTTHE NAILS AT 3" O.C.AT ALL PANEL ASSEMBLY IFj F STUDS W h w STRAP TO THE FOUNDATION „ rzIC HTS. 5 F STUDS ALL EXTERIOR WALL SH1=A7NINCs 5pµ4/6/8 92"0/C QS FOR OTHER UPLIFT HARDWARE WITH EITHER(4)1/1'0 EDGES AND 8"OG. IN FIELD A)IE ARE PROMP-L±' 1/16 A.P,A.RATED SWEATHING WITH SHALL BE 1/16”A.P.A.RATED WOpD•Tla RODS a 4'O/G AND CONNECTIONS,SEE TYPICAL EPDXIED ALL TWKEADB W/ 1TYP-WINO) BREATHING PANELS II II NAILED TOGETHER 8d NAILS w 6 o/c AL�(CL ALL PANEL (2)2x4•2 SYP TOP e. FAS N W/ SHEATHING WITH tad NAILS At 6" w/3x3x1/8"WASHERS. WALL SECTION AND TYPICAL 4 1/4"MIN.EMBEDMENT OR SHOULD BE ORIENTED II II Ems)TRUSS GLI�/3TL�AJ� (2)ROWS IPJd w 12" O.C.(WINO)MIN - O,G.AT ALL PANEL irDGE5 AND HEADER FRAMING DETAIL. [16)3/16m0x 13/4' TAPCON PERPINDICULAR t0 FRAMING O 1/2GYP EDGES AND $"o/c FIELD. B O RE DESCRIPTION (2) OW W/a a 12" O LAP. D-)MIN/8 $"O.C.IN FIELD (TYP-UND.), y ALL TWIWs !CONTINUE STUDS t SHEATHING r w 32"O/C t2.P UlpOp•tta RODS�+ 6' SHEATHING PANELS SHOULD BE ANCHORS.FASTEN STRAP t0 MEMBERS,UN.O. \\�J FOUND TO 11NDER51gE OF OUtLOOICER51 1 I/2"0 x 4-1/2" EMBEDMENT WEDGE C2J2xd •! SYP AT DOUBLE INTERIOR STUDS W/(20A6d. JACKS PER PLAN II II TRL155E5/RAFTERS SHEATHING TO BE ORIENTED PERP. O/C W/3"A/s" WASHERS. ORIENTED PERPINDICULAR TO ANCHORS QS,EPDXIED ALL SILL (TYP) BILLS/PLATEB/BLOGKING,NAIL t0 F A. FRAMING MEMBER5 IF EXTERIOR THREADS a 32"o/r-W/244/6" FIRST PLATE TQ SECOND PLATE W/ MIN 3 ICING G7Ug8 EACH CEILING HEIGHT vARIES 2 RAEER-To- CTo FINISH Ig STUCCO,U1yo. WASHERS OR WOOD•Tle RODS w (2)ROWS, 12d C-aIM IONS AT 8"O.C. SIDE OF OPENING WHEN I PEURLIN BOTTOM CHORD OF 3 _ LENGTH CONNECTOR *2 SYP PT BOTTOM P_ w/ 4"o/c.[UOOD•Tle RODS w HPAHD22 111/L "' (23A6d TO USING 2x6 FRAMING,5 KINCa II AILL TRUSSES WITH Ixd SYP SPH4/6/8 w 32"O/C OS, INTERIOR 5HEARWALLS ADD SIDE PANEL HEIGHT TO STUD A5SME5LY(2) STUDS EACH SIDE WHEN PEERPINDICULAR TO WIDTH REQUIREMENTS (1)µ5}f8,"16,QB MT812 WOOD•Tle RODS w 9, O/C. EITHER 24'o%SHOT PINS Q$16d PER SIDE OF OPENING USING 2x4 FRAMING UN.O_ II II WOOD•Tla ROD TRUSSES w 2d" O/G w/!3) CASE HARP NAILS w 15"O/c, [2)H5'S QSµ8'S� 1/2"tbxl" EMBED A.B.w/2"x2"xl/8"WASH ANC" BOLT(S) h!Ft) MINE w /1" ANCHOR BOLT AS ( ROM 11 8 7'_14' -._._ At 32" o/c QB I/1"0 WOOp•Tls RODS w Z ORB T PINS 1' 2'_I" 10)d NAILS A7 EACH TRt1SS - M5TA24 W/(9)loci ll)µI6 4R Mt512 6'O/C W/EITHER SHOT PINS a 24" O/G "2 SYP PT E30TTOM FE PER TAIL E/571 6' 1'-8 Irl" PER TYP.WALL SECTION JACK/STUDS) U)N O. 11 1 EA ® EA.SIDE OF VE -- .. ,.....0000.._._. 14' BEE PLAN OR 16d CASE WARDS a 18"O/C. _ 5' p_5" -H Q22 NOT REG2'D 4" SLAB W/8"x8'THICK- II II E D BO w THIS LOCATION IF ENEp EDGE W/(1)+4 u u HEADER 1 JACKS TO JACKS 1' AND SHORTER MAY 3 N 4' 1'-2 1/1" WALL LgLIGT CONT.UNDER DOOR HEADER USE(4)lod IN LIEU OF -_ <. _ _� 2 48 (SEE DETAIL 6/ST7l FINISH ll q TRUSS-TO-fE CONNECTION • .• •+•: FINIS GRAD TYPICAL WALL U II If'; 2x4 STUDS CONNECTIONS: fE- TO IPEAK A': 2x6 BFI`02 GRADELI J- V1 TO-STUD, TO 16': 2x6 SYP"2 --0000-- �� X 6 - WI.4 X Illl.d WI11F 4 -ALL CONCRETE MINIMUM 0000-- - STUD-TO-S"DE, a 16': 2x8 SYP"2 FINISH t OR FIBERMESµ 2500 P51 COMPRE55IVE - - - SWOT=-TO-FOUNDATION GRADE rl r'•\� .° WATERPROOF BARRIER 5TRENGTµ w 28 DAYS., L L HTT22 - - - t 17 FOOTING TO BEAR ON U401STURBED SOIL THREAD D 5/8'0 ALL — - FooT1NG!SEE TYPICAL WALL sEctloN) THREAD (5 1/1° NOTE: MASONRY 5TEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLT,IF USED,WITHIN 8" OF EMBEDMENT)(TYP) BEARING WALL £NDS AND WITHIN 8" Or DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR � rH P REIt,FORCING AND DIMENSIONING OF FOOTINGS. Y C � 00 O N INCA TAI STI GAEBL E END 5AL OON FRAMING DETAIL 5TH TY ICAL WALL SECTION STI 5UJ -' S CIA SH A W TAI s tt r rl 1/2 it = ,'_o't �,�" � �'_,a" 1/2 11 : ,'_012 Builders 1/2 = -m -SWI 4 6W2 814EAR WALLS REQUIRE MIN.48" OVERLAPS Fi rstSou rce W/MIN.(24)J31x3"NAILS w TOP PLATE SPLICES OR(2) Y DUT O rpV£RWANGS $16" w 24"a/c W/(1)H5 a EACH o f Jacksonville M15TA24's W/(9)10d/END,CENTERED ON EACH SPLICE. L OUTLOOKER TO 70P CHORD OF GABLE TRU ,- HEADER PER STRUCTURAL •OVERPAN�GS 16" �24" a 16"o/c W/(2)W5 w EAC APPROVED TRU5S-TO-1E CONNECTORS - STUD WALL SPECIFICATIONS UPLIFT (L65J CONNECTION UPLIFTS 7 PLAN OR TRUSS LAYOUT BLOCK SHEA`,THING EDGES OUTLOOKER TO TOP GI IORD OF GABLE TRUSS 1000 SEE fl_ HT.lFT) STUD SCHEDULE ST1 5T1 WITHIN 4' OF GABLE TRUSS _.._ !IJ W5 W/(47 Sd/£ND - 0.000 STRUCTURAL -9'-I I78" -_2x4•2 SFF STUDS w 16"O%G NAIL THROUGH APA OR TECO RATED BHEATHINCs 0-14r7 _._... ll)H8 W/(5l l0d x 1-1r1"/1 ILD 0550-- -._ PLAN 0-IID'-1-I/8" .-_ 2x4•2 3P?F 5tU❑S w 12"_O/C CJ'W# INTO NO.2 SPF FRAMING F'i=R SHEAR FASTEN SHEATHING TO FRAMING 4 OR 6254 _ .._ -- At 3"/6" O.C.W/8d NAILS, 465-930 (2)_µ5_W/(4)8d/END/EA . .---- 2x4'2 5YP STUDS w 12" OIC WALL TABLE. (2)MSTA24 W/(9AOci /END 145-1000 (2)H$Uf/l5)loci x 1-I/2"/ENU/EA 0-II'-I I/8" - " APA OR TECO RA7Ep SHEATHING FASTENED t0 FROM BEAM TO POST BUILT-UP OR BOXED COLUMN MAY ..._ .0000-....._..-5.10-x-.._......--- 2x6 •2 SPF STUDS w 16 O/G FRAMING PER SWEAR WALL TABLE I OR TECO RATED 0-1000 (1)H16/4165 UJ/_(100)10d x 1-112",TO TOP PL,_.-.5.,...555. 0-r- /8 _...2x6 SPFF STUDS A 6"0/C CENTER STRAP a JOINT OF 4x 1/16"A0-1 OR TEGO MT512 W1(1)I(Dd x 1-1/2VENp lBLOC1C PANEL E 5) SWEAR WALL - - .... CO RATED NAILING To t0 TYP.WALL SECTION �BTt t� UN.O.ON 9TF21JCTURAL l4).131x3" E�END SHEATHING TO MATCH -•_.0000._ -�. _..... __... .__-- ad HOLD DOWN 0 END IN PL,41.L USE dilly 12 SYP S2S 5ply 12 BPF 2x4 NAILS a CH ROOF SHEATHING 6550 Roosevelt Blvd. SHEATHING ON ROOF DECK PUR-IN ATOM • BUILT-UP COLUMN 11_0 4x4 OUTLOOKTO TOP E. WITH T NAILS AT 4"Q.C.AT CHORD OF ALL SPACING B/5TI). WOOp•TIE ROD MAY BE GABLE TOP CHORD Jacksonville, 32244 ALL SUPPORTED PANEL TRUSSES WITH 1x4 USED IN LIEU OF ANY SPECIFIED PT 02 SYP 4x4 POST USE 5pig 82 GYP Q$5ply 62 5PF 2x6 EDGES SU 8"O.C.IN FIELD. DOUBLE STUDS • EACH END WOLF-DOUR -COLUMNS GREATER 2x L-BRACE ON GABLE VERTICALS AS Te1904.772 6100 5YP BUILT-UP COLUMN ILO 6x6 PRE-ENGINEERED RO pERPNPICULAR OF SHEAR WALLS EDGE FIELD 1-STORY 2-STORY THAN IID' Q6 TWOBE (6)1-1/4"GALV.ROOFING TRUSS OR RAFTER SUPPORTING SPECIFIED BY[BUSS MANUF.(MIN.2x4 Fax 904.317-2835 NAILS w EACH SHINGLE TO TO TE�iIG5E5 a 24" WALLS Z 15'LONG:NONE I,1CSI6 U O/C w/f3)B o I SW 6 8 WELLS[WALLS [15' LONG: SUPPEWANORTING EREP WORD � SPF W/6"0%.131x3"NAILS w MAX 2d"o/e). 5H£ATI CRAP PRODUCT: USE Pt '1 O GABLE TRUSS NAILS AT EACH (2)SPW4/619 W/1/2"0 x - TRUSS -UNO- HEADER KING STUDS MAY SERVE 4-1/2"EMBED EPDXIED AS DBL STUDS A7 THE ENDS OF SYP 6x6 TURA !WINO. (2)►2 SYP TpP 1f'. FAS7f_N W/(2) SHEARWALL5 ALL THREAD 4 3x3x1/8" ON STRUCTURAL PLAN) ROWS loci 12"a/c:IUNOJ MIN 24" LA SPµd/6/8 w 32"o/c WASHER WITHIN 3"OF !2)'"1 SPF 2x4 w EA GONER ® CLIP END OF LATERAL BRACE TO GABLE 11.0.4x4 POST.(3)•2 SPF N 2x4 -B INC t MI D T BOTTOM CHORD WITH(2)H5 CLIPS. 1L100D•7Ie RODS W/ BTUD6/SPINA/6/8. • A R POINT OF GAS E TRU58-TO-M CONNECTOR SEE W/112A0d IN LAP. 2x4'5 w CORNERS DIRECTLY TRUSS SGµEDULE FOR 3"x3"xl/8"WASHER a 4"o% IUHTT22 W/5/8"d x 5-1/1' I BENEATH BEAM WHEN 6x6 15 d) B GES INWA IR 8' 4 A H EA GABLE BOTTOM CHORD t0 TOP If'W/MSTAIB CONNECTOR gUp 3 g 3)CV6 POST t0 BLAB CONNECTION � JACENT TRU8 W/(3).131x3" STRAP W/!1)10d/END a 48"o/c OR.131x3" TOE II EMBED EPDXIED ALL TRAPS WITH ABU44 OR ABU66 W/ REQ'D. " -A SPHd/6/8 w 32"o/c SPF STUDS STUDS PER PLAN THRI=AD, 12)16d 4; Irl"Ox4 1/4" EMBED HT716 t 5/8"0x5-1/1" IN I NAILS t0 TOP Iii +4 3"o/c-BtA EREp A5 REGl'D. SAET -T - GTO OR ll)QOD•tie7 [ 4/12 PIT 8'0% l2JBPHd/6/8 W/I/1"0 x 4-1/4' EPDXIED ALL THREAAp QS� EMBED EPDXIED r d/12 t 7/12 ICH 6'o/c 1/16"A.P.A.OR TECO RATED SHEATHING W/8d NAILS RODS W/3N3NI/$° SLID 3 B 210816 " w •2 5YP LEDGER FASTENED w �1/12 PITC - 4'o/C LENGTH CONNECTOR WASHER w 6"o/c THREAD W/3x3x1/8" (U 15ED 4 5/8'0 x 5-Irl --- -- ALL THREAD s A STUD EMBED EPDXIED ALL TRAPS x e 6"P.C.ALONG ALL PANEL EDGES AND 8 O.G.IN 0-1' (U W5 W8,WI6,QS,MT512 EMBED EPDXIED ALL f_ - EACH QS, 70 16 o/c SCUDS w/.131x3" FIELD. BLOCK ALL EDGES(CONTINUE SHEATHING THREAD. _ _ ALTERNATIVE AS GUN NAILS E TO MIDPOINT OF[SABLE BOTTOM CHORD) WASHER ' =1 ON (TRU58-TO-LEDGER LU 0000 , STR11CTlJRAL PLAN CONNECTOR SPECIFIED (2)H5'S 0.,..,13 We'S QB STRAPPING, fE NOTES: e --- - - 0000 - ni • . B7 TRUSS ENGINEER) OUTLOOKER 15 MORE (I)µI6 MT512 CONNECTORS,CLIPS, U 5/16" HARDI-PANEL IS PERMITTED AS SUBSTITUTION - IF FIRST T • FOR RATED SHEATHING ON EXTERIOR _.- _ .- ..._ .._........-- 0000-.. . _. ABS AND/OR U)OCJD TIS 7 Id' SEE PLAN Ro>7S ARE Not REr>T WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. \ \ \ LOOFA o fj�.��,1� BEAM AC3OvE 2x4 •2 5YP'LATERAL BRQCE.C3).131x3" THAN 32",FROM FASCIA,USE �\ R INTERIOR 13E T R-E Cx WA SEGMENTS NTS ITTED ONLY \ \ \ 4�\`�v\c c� ' NAILS TPRXX50TT M BRACE INTO EACH (2)2x4'8 ®FIRST OIJTLO R GNLY ,► 11 JACK5 T AND SHORTER MAY APA OR TECO RATED ER R 2) OPENINGS IN SWEAR LL E E PERM TEC APA OR TRUSS BOTTOM TH INTERIOR EMEND 1 11 _IL USE[4)loci IN LIEU OF � � TES RATED LEDGER 4 GONJNE710N SCHEDULE(PER T£3JSS) II USE (4 10d CONNECTION SHEATHING OVER SPF STUDS WALLS SUPPORTING HOLD DOLLNB IF SHOWN ON TWE FRAMING PLAN. REFER TO DETAIL \ \ \ � SHEATHING W/ BRACE for FOURTH INTERIOR TRUSS. --ll RV"0-116-2x6 w/(5)NAILS a EA,CW STUD. ON Y FLOOR LOADS. PER TABLE D/STI. \ \ FOOTING(SEE FOUNDATION 6"/12'o/c 8d N MAX LAIEIRA1 BRACING BPAGN o FrOOTIN-a(SEE TYPICAL WALL SECTION) PLAN FOR 81ZE) ( RY 111-1241 x8 w/(8)NAILS*EACH STUD. < 4/172 PITCH • Vale; MStAI$STRAP® •' STUD WALLS WITH BRICK VENEER !3) NAILING - 4 SIDES RV"1242-1862-2x12 w/(12)NAILS o EACH STUD. ;, 48"o%QS.191x3° OPTION= SECURE BRICK VENEER ALL EXTERIOR WALL SHEATHING HTT22 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH 4/12 C 1/12 PITCH• 6'0% TOE NAILS TO WOOD FRAME w/GALV.TIES 4110 •2 SYP BOTTOM IF W/(2)ROWS OF 10d r HPAHD22 W/l23A6d -• 7 1AT FITCP - 4'o/c SPALL BE 1116 Al=A RATED TTP. PORCH POST ALT. �OXED �9 16"o/G HORIxON7AL1AER3T21CAL NAILS w 12'0%,STAGGERED. O.�ATT L WPANEEDGE AT 6" � T I 5EHAM FRAMING DETAIL � COLUMN DETAIL TRU55 LEDGER DETAIL 5T1 GA�LE END k3RACINCx DETAIL � � a"Oz. N MELD(TYP-UN.O.) J' HEAR WALL A55EMPLY DE 3/4" T4G PLYWOOD - SHEATHING PANELS SWOULD BE 5T� ,/2u 7 ,'-011 ,�n=�t-IDlt I 1/2°=,t-0tt III=]1-011 ,/211 = 1'""011 NAIL SHEATHING TO BOTTOM fI'_ 6" "a/c 10d NAILS 4 GLUE ORIENTED PERPINDICULAR TO AND BAND BOARD PER REQ'P W/LIQUID NAIL OR EQUAL. FRAMING MEMBERS IF EXTERIOR SHEAR WALL EDGE NAILING. FINISH 18 STUCCO,UNA. (2).131x3" NAILSITOE-NAIL5 FROM NAILER TO HDR OR JACK STUD. TRUE$TOP CHORD STRAP ACROSS JOINTS IN USE 48"STRAPS I.L.O. •. 1000D•TIE ROD FROM ABOVE, --� BAND BOARD W/(IAISTA24 SPECIFIED 40 STRAPS �� HORIZONTAL 2x4 BPF•2 (18A6d NAILS,MIN. SECURED TO BEAM VIA HTT16 W/ \ �i`I/.: BEAM SECURED VIA WOOD•tIE ROD 4 W/(9)loci NAILS/END 1F LOOK DEPTW fP'_ 1(a" BLOCKING BTUN TRUSS WOOF-TIE ROD THROUGH (NOT RE WHEN!USING HEADER PER (U Wttl6 W/(18A6d (MAY BE ROTATED NAIL SHEATHING TO TOP tE' WOOD•TIE RODS) 8tRilGTURAL II l4ACd w KING CONT 2x4!MAYBE OMITTED IF!I)MSTA15 15 USED 3x3xlR'WASE BEAM W/ fir PER REQ'D SHEAR WALL STUD-TO-HEADER, �, � - 180' t0 CONGEAL FLANGE! EDGE NAILING P-� EACH END AND FROM BLOCK-TO BLOCK ACROSS EA TRUSS) 3x3X1/8'WASHER 4 NUT. /� 1C( �%i i ATTACH 2ND FLOOR STUDS To FLOOR TRLl55 OR I-JOISTS II EACH PLY. " loci w 6"o/c FROM �� �q UPPER FLOOR STUDS TO LOWER APA OR TECO RATED IST FLOOR STUDS OR FLOOR TRU55-TOAR AND CONT.2x4 TO Ixd �- FLOOR STUDS OR LOWER FLOOR 614EATWING W/(U ROW OF BLOCYJNCs =` _ BEAM W/40" LEWTH(4$" IF BEAM WITH 40" LENGTH OF CSI6 IE-TO-STUD CONNECTOR FLOOR DEPTH}E I6")OF G51 (2)•2 SYP TOP IP. STRAPPING w/(IIAOd/END. SCHEDULE FOR SPACING ATTACH FIN OF WIND II $d NAILS 3"O.C.AT TOP 8EG7"IQt�1 HORIZONTAL 2x4 SPF STRAPS w 32" O/C W1(11)10 FASTEN W/(2)ROWS 10d CENTERED ON FLOOR SYSTEM CrONAIECTOR(SWEET 5TU TO HDR /NAILER (INTO lE'S)AND BOTTOM BLOCKING BTWN TRUSS • d/ENq (CENTERED ON FLOOR 12"0%W/MIN.(12)loci IN (INTO HEADER).NO BPW'S ' I �� f 5FF STUDS QS,WOOD#TIB RODS a 4'o/0• 2x4 M2 SPP NAILER II REQUIRED W/UPLIFTS UP SYSTEM)OR USE WOOD-Tfc LAP(URO.)MIN.24" LAP ROOF SHEATHING 5 '� RODS a 6' O/C fd' O/C a t0 IOrOID•/TR1SS. IF TRUSS Il IU/ INTERIOR WALLS). CONTINUE ALL.L JACKB TO HEADER: JACK AND KING STUDS, r WOOD BEAM APA OR TECO RATED SPF STUDS MISTAI8 W/C6A0d IN QUANTITY PER CALL II UPLIFTS EXCEED 1000, � � WOOD 3EA(„I CONNECTION >gLTERNATIYES �{• QUANTITY/BIZE/GRADE/SPECIES ON STRUCTURAL PLAN EACH 7RU85 MUST E CONTINUOUS 2x4 SPF*2 Ul/(3) !`{III` SHEATHING OVER Sf STUDS HEADER(6Aod IN JACK CONNECTEq t0 THE • 131x3'NAILS TO EAGW TRUSS OF STUD COLUMN SPECIFICATION II HEADER,SEE 51 _� _ - 0000- VERTICAL t a 6"a/C.131X3" 1/2" _ �'-{�t' ON STRUCTURAL SHEET(51 OR *2 SYP PT BOTTOM EE w/5PH4/6/$ w I/2"0 x 4-I/2"EMBEDMENT LUEDGE ENGINEERING SWEET. TRUSS TOO'CHORD -- -- - - __ 0000 NAILS t0 INTERMEDIATE �\ 82)TWROUGW FLOOR SYSTEM TO 32"o/c OR WOOD•Tle RODS w 6'0/0. ANCHORS Q$EPDXIED ALL BOW WINDOW BLOCKING.ADD!1)MSTA18 (3)ROWS OF 10d NAILS - FOUNDATION AND ADD(U 0516 THREADS w 32"o%Wi 2x2xva' OPTION FASTEN ADJACENT STRAP W/!1)l0d/END a EA 8"OG.,STACxGERED AS - N PER PLY ACROSS FLOOR WASHERS OR WOOD-Tie RODS w ICINGS AND JACKS W/(2) SPLICE(CONT.2x4 MAYBE _ , (11 ROW OF Iod NAILS e= SHOWN,£A PLY. f� SYSTEM(OR WOOD•TIes RODS I/1"0x1" EMBED A.B.w/1"x2"XI/8" 4"o/c.WOOD-71a RODS a FASTEN ADJACENT KINGS II ROWS,Of Iod w 8"or_ HEEL/END VERTICAL i OMITTED IF(1)MSTA18 15 USED N �; ♦ 4"Or.STAGGERED,1 � � • • CONT.TO FOUNDATION). INTERIOR 8WEARWALLS ADD AND JACKS W/(2)ROWS J WASHER AT 32"o/c OR 1/2"0 WOOD•TIe I WOOD ROD ADJACENT �TRUSS • RODS e 6'o/e W/SHOT PINS 111 24"0/0 EITHER 24"o/C SWOT PINS QB I6ci OF loci 9 8"O.G. g FROM BLOCK-TO BLOCK T (U ROW OF O NAILS a 6"Off. • V4" 2x6. V 7O KING STUDS,EACW SIDE • � ACROSS EA.TRUSS) STI • STAGGERED,WIT14N 3/4"OF • 1 S/g r • � p CASE HARP NAILS o IS"o/c. � OR 16d CASE WARDS s 18"O/C, OF OPENING _> 6'-0" CENTERLINE Of 2x4 9 II 1116"APA OR TECO RATED • 2 1/2u • • ••• �Il OPENINGS GREATER THAN SHEATHING W/ALL PAN tad NAILS � {� ALL JACKS TO BOTTOM 6' USE I/2"41 OR 9/8"9 • IIILIIII— _�`^�`" 7 J. ■ .r a - $LOO:ALL PANEL EDGES. "r•: e IE: SHPd/6/8 PER JACK ANCHORS AT 48"O.C.OR • ' I/4"0 TAPCONS AT 32" O.G. 11/2 n GRAD E ISH .j + ' 6 x 6 - U11.4 x WI.4 IULF II • - . . `1 r \:+. OR FIB£RMEBH TRUSS-TO-e CONNECTOR • • e WATERPROOF •ALL CONCRETE MINIMUM DOUBLE TOP I@ OF WALLlo ' BARRIER 2500 PSI COMPRESSIVE BEE TRUSS SCHEDULE FOR • ©RAUJN YE5 STRENGTH PSI w 28 RAYS,• DOTING ISEE TYPE(OTL A 4 B/STI) FOOTING TO BEAR ON UNDISTURBED 501E TYP DETAILS) „ d 2" I /S" DETAILS) I I/2 �` �� �Yp ZXF! CHECKED LAP NOTE: MA50NRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS STUDS/SHEAR WALL (IF USED)WITHIN 8" OF BEARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS IN BEARING BUILT-UP COLUMN SCALE 3/I� WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINPORCING AND DIME N510NING OF FOOTIW-%S. 82 SPF X R SYP �X4' PLATE HGTS. UP TO 16'-1 1/8" @2 6" DR $YF'ZX$ M BRACING OF TRUSS HEELS BUILT--UP COLUMN BUILT-UP COLUMN DATE 8/15/Oz PLATE HGT'S. UP TO 12'-I 1/S" SEE EN WALL 61- FRAMING PLAN FOR NUMBER OF PLIES. PLATE HGTS. UP TO 20'••7" STI MULTI-STORY TYPICAL WALL SECTION STI TYPICAL OPENING FRAMING DETAI - U.N.O. 5TH (OVER 16" TALL) AT SHE.4 WALLS FAStENWALLSHEA-WINGS-tO-POStWbd'b01 MIN " O JOB NO. STANDARD 12"O/C OR GYPSUM-TO-POST W/MIN 5d'a w 4" O/C 1/2" _ 1'-011 1/2tt � 11_011 1��� - ,t-01t !TYPICAL CDNNIECTLONL1��g� SG2FT. DETAILS MULTIPLE FLY POST CONNECTIONS TOP PLATE MAY BE A55EME3LIES, C(DRNER P T ATG '/2tt = V-mu TRUSS BOTTOM CHORD MAY (1)WOOD•Tfe ROD ADJACENT TO STUD POST IF PORCH BEAM 15 NOTCHED t0 ALLOW PORGH "1111i11i illlrlrr// BE BRACED WITW EITHER THE 1X4 METHOD OR THE CONVENTIONAL LUMBER(2x$,2x10,2x11,ETC). (l)U100p•TIE ROD BEAM TO BE LET IN 7O .�����•\1 BLOCKING METHOD. EITHER ADJACENT TO EACH SIDE;OF P05T IF PORCH BEAM 15 WALL PROVIDED THAT(1) + ; 2x4 X12 SPF POST 15 ADDED . I1``f THIN METHOD 18 ADEQUATE AND ENGINEERED LUMBER(LSL,LVL,PSL,ETC.) DETAIL t0 BE FOLLOWED AT ALL The WOOD Tie AnchoringRorlSyVem consist of vertically oriented''/z"diameter,A307 threaded steel rods �r ROOF SHEATHING SUPPORTED EDGE To EACH SIDE OF PORCH LOCATION5i WHERE EXTERIOR WALL secured to the foundation via an embedment of not less than 4-1/4"into 2,500psi concrete with an edge -` I(fl �) MAILING PER PLAN DOES NOT DEPEND ON THE OVERHANG DIMENSION. SEE TRUSS ENGINEERING FOR MAX BEAM t0 SUPPORT TOP E. RUNS BEtWUEEN t0 PARALLEL tRL15BE8. distance of 2"(3"when 2x6 framing is used)and secured with Simpson A•I'Acrylic-Tie two-part epoxy,or � +r�r a/c$PAGING OF BRACING-SEE PORCH BEAM MAY BE NOTGµ3=D IN ADDITION,(I)WOOD-Tie 2 S 2x CONT.t0 t1�1bS t RIB. '51 FOR ADDITIONAL TRUSS AROUND TOP PLATE PRDVIpEp ROD SHOULD BE INSTALLED ROOF/FLOOR other two-part epoxy with equal or higher allowable tension loads for the identical application two-part epoxy. l �:' ' ' NO SYP TO EACH 51pE Of PORCH TRUSSES The rods,a single,continuous rod or rod segments coupled together,culminate directly above the top plate r- �, •', u� „ BRAC114G INFORMATION. THE TOTAL DEPTH OF THE BEAM IS with a 3"x3"xl0ga or 1/8"thick steel washer and nut where it secures the plates against vertical movement. - w V 121 �[ z 11 1/4 MAX TOP F'1-ATE W/.131x3 MATCH BEAM AND(I)M5tA2d F BOTTOM CHORD OF TRU58 (UP TOA 2x12) EDGE NAILING SPACINGS OF 9-114"UNLESS NOTED DN THE STRUCTURAL L SHEET Sl. The nut should be ti tened until the washer shows the slightest example of deformation(about 251b"fi of d•; " r C 1} x SHOULD BE ATTACHED TO @1i 11, Cr SNEARWALL SHEATHING (1)SIDE OF EACH TOP IE torque). At exterior walls,one IVO rod should be installed at each comer post-on the side of lure post , .Jl1�� ,. _1• ' 14 (EITHER 6"o/c OR 3"o/e). Ix4 BYP CONT BRACING CENTERED ON THE JOINT. 2X4•1 SPF with the overlapping upper-most top plate-and at not more than six feet on center thereafter.Openings SHEATH TRUSS CLOSEST TO w/!2)10ci TO EA TRUSS, LEDGER w/ realer than six feet in length should have one {VOOD Tre rod placed at each side of the opening.At interior / • p► f � •' u�p a INTERIOR WALL U 1/16" A.PA.OR DO NOT SPLICE - OVERLAP !4).131 X 3" walls, ae��onrnfV D*"!'ie mdplrpould be installed at each comer post-on the side of the post with the II E'�. /� 44 r •'• ? 1�iy TECO RATED SHEATHING W/8d 0 3"T_� NAIL P05T TO ,l JOINTS MIN(2)TRUSSES TO EACH overlapping upper-most to late-and at not more than four feet on center drereafler. Additionally,if no 1 0 �, /- O.C.AT ALL EDGES AND 12"O.C. IN PORCH HEADER INTERSECTING other hold-down is present,a WOOD*Tie rod should be placed at each end of each shear-wall segment if the ( l)I I I it 1 THE FIELD - BLOCK ALL EDGES VINYL. SOFFIT j.:- (MATCH NAIL PATTERN SPECIFIED PORCH BEAM, W/(U ROW OF TRUSS end of the segment docs not coincide with a comer or opening. For two-story walls,walls over 11'high,or FOR TCH N w SW BELOW). SWI AND BEE 2x4•2 SYP TOP P 131x3"NAILS w 2" MEMBER- „ certain other applications when a single,continuous threaded rod can't be used,a coupler should be used to ,�����''` 3/8"APA O/C- USE WHEN NAILS is join two or more pieces of rod together to create a continuos path from top plate to foundation'fhe coupler SW2 WALLS ONLY. EDGE OF 2x NEED NOT B1= o/c 6d STRUCTURAL CHORDS ON $WTN'G w/6" BOTTOM FLUS"W/EDGE OF TOP It'. FASTEN!SOFFIT TO 1x4 NAILER w/(2)10ci OR 8d TO Ix4 SWEET 51 FOR DIFFERENT EACH should be Each rod sbon steel with a cross-sectional area into less than,20 square inches,ideally make long X 5I-+EET 2x FASCIA OR e EA I6"O/C STUD MINIMI IM SIZE. TRUSS OR 11116".Each rod should bo threaded not less than IV'as t the coupler and the two rods should marc contact at J MAILER t 2x SEE DETAIL A/B FOR STUD WEIGHTS ON LEDGER or near the middle of the coupler acrd be tightened so as to prevent the movement of the coupler or either MTL FASCIA THRU. 6" MA VER 16 TO threaded rod. SOFFIT TO 2x FASTEN CHANNEL TO FRd11fIJCs, FASCIA SIRE/SPACING REQUIREMENTS- OPP051T£ FASCIA O FASTEN OR CHANNEL T F VENEER w/ SIDES Of BLOCKING. At exterior walls,APA or TYCO rated Sheathing,or 5/16"Mardi-Panel should be applied to one side of e FASCIA NET O.I 1 SIDINGAPPVFASTENERS MAX w E ui/ 1 1 WALL. wall.An additional row of 8d nails(6d with Nardi-Panel)should be placed at 6"o/c into the top plate E) T I FASTENERS A AY TE LFb NOT 6PEGIFIGAI LY IpENTFIED WTN A r7QtTi 1 l3J.131x9" assembly in addition to any other nailing specified for securing the sheathing to the flame. u To'OFeATM PORCH Ec:W-k7_=ILpro CONTaiI D T W ACNrs TOENAILS w At exterior wall applications where the fVOOD*Tie Anchoring Rods are used to a)resist roof uplifts,b)resist SHEARWALL(SHEATHING t MAX 6' o/c. MAY Be UWD IN CONUUJCTICN MM A vrr(L EACH overturning moments,c)resist lateral wind loading(perpendicular to the wall),and d)distribute shear-wall CONNECTORS PER PLAN WF;Frr/eu1'G MATERL&CH EXMMOR-GR DS GYPBtM OVERHANfsB OVE=R-)roll NISI STUD POST - Iply 2x4 u'2 SPF POST 2x4 82 SIS BLOCKINGS TO loads(parallel to the wall),additional intermediate shear connectors are required.The intermediate shear O� CV11.tt.goARD(2NLL t•Rates FOR Tut ArrUcAtxe C7VER1 IA1�ECr DETAIL FQ(� oe84N���e��a'r'c"�)�TIaL T' PER PLY OF PORCH BEAM FOR BLgp{r�1NG o TOP PLATE connectors may be either'/z"diameter X 4'/."embedment thrcaded/epoxied rods or'/z"diameter X 4" pro CGNT1h kx*15PACM6 MAY PIOT exer=en Wo/e CONVENTIONAL LUMBER 2ply 2x4 Y4" O/C. OF EXTERIOR embedment Powers Fasteners Blue rip Wedge-Bolts,located at or near tnid-points between fVODD"Tie -I• (ATTACHED TO EA04 RMgSECTF43 Tnf6t3 OR 2x OVERHAhM 9LOCKNG W(7)toad NAIL.AJ APO t•ll®T @e AFPLIt 7 TO 15 SPF POST PER PLY OF PORCH WALL. : " Tri aorram OF true eorrq t ctloars etTP�x rt4TFr+1/u BEAM FOR ENGINEERED Lilt USER Anchoring Rods,but in no case more than larger) firm any two anchor combinations;or c diameter a s, r V6T Ix A-rAC34p TO THE r2•o/a pea••AD PlR6CA1DCD EXTERIOR embedment fapCon anchors or.163"(or larger)diameter X 1'/z"embedment power-actuated fasteners, IN Trag M$TAt.1-ATtCN WSTRt CTk:118 ASEOGATED WrtH WALL located at or near thiel-points between fVOOD*Tle Anchoring Rads,but in no cash more than 32 many 'ma SMCFIC M ATMAL. two anchor combinations or 16d case hard nails at not more than 18" c. NOTE: GONTINUOU5 WOOF B�AGINCx THIS INTERIOR SWEAR WALL DETAIL I5 INTENDED FOR USE IN ARE=AS WHERE THE pr each side of the shoe plate joint,anyone he the four intermediate shear connectors outlined ul e SHEAR WALL RilNS PARALLEL t0 THE TRUSSES. THIS IS AN ALTERNATIVE t0 /'- preceding paragraph may be used to secure the plate and prevent horizontal movement.The shoo-plate joint CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. O CH AM TO STU IF TWE HOUSE IS TIED DOWN USING �", BLOCKING Th enor cal maximurnshould be allowable le to Tonle join!. C � N CONVENTIONAL 6TRAPPIAIG,REFER N TIRU55 The typical maximum allowablu tension load for each unit is 3,675#at interior locations and 2,943#at �TI ALTERNATE INT I O 5H A UJA F AM INCA 5T I TRU55 C INCx OVERHANG A TE AT I Y E STI WALL DETAIL 7O THE B STRUCTURAL MCZ)KNEC 'ION FOR exterior locations,when installed as designed. When a n edge distance is used with locframing,the typical PORCH BEAM GONNEG71oN STI DETAIL DETAILS. maximum allowable tension load for each unit may be increased to 3,499#at exterior locations. 1/411 = V-011 1/211 1'-ran 3/8" _ �'-Ott �/2" _ �'-0't 111z sckldEz 0-11� � THIS DOCUMENT IS AN W W INSTRUMENT OF Q ENGINEER'S SERVICE o FOR OTHERS FOR CON- 111 STRUGTION OF PROJECT LLI d) w AS TITLED BELOW. SW (znx10-a/3 SW SW SW (2nxI0-2/3 SW 8 Z INFORMATION DERIVED ` "` _ (] z FROM THIS INSTRUMENT _--- ---. ._ _......_-. m w t- p Z �y CAN NOT BE USED FOR I° F K1L f�-----.r �--� r--a �-......-_ J1il � F KW \ LU � � 1� - _.-- --- -- - OTHER WORKS UNLESS - --� . -- --- 111 Q (v W 4UTHORIZED BY THE I � In N .qNEIN ER WITHOUT (Y INFRINGEMENT INFRINGEMENT OF LEGAL 111 Q � fl 1 I IiCL 10 OI I I' RIGHTS. LUp - --- - 2x4 "2 SPF cin Cl RE DESCRIPTION NI W W 2x4 $2 SPF ly I 5 q m Z - STUDS 1v 12" + - - -r - - - - - - STUDS lo 1211 N 1 %5 _ W -----� i i r-----� cv Q (A 2 _ - - t MOD 2 STORY MOODS _..T- -.._ ----- - ___-- W 3 ENTRY RIGHT ENTRY RIGkPT I I I :C316 i^ 4 LU E FOM 0 4&-0■ W F-KW - 20'-0' 20'-0" @ V N 4 cp 111 Z'-K/p 8'-ISN lm'-m" 10'"mM 8'_mt �'_!�" l ---`. rte_ - -- __ ..__..... �.� ! F�5 Hl Z cll 5T2 ST2 `~ Fol ff,, Fos C�- -- --7 � V H O N �� - - .._ ------------ -- - - ----- .__ _ - DI 2X4 02 SPF Z I" u 2x4 12 SPF - STUDS 0 IT' 1 Q 0 M STUDS m 12" M O/G. cp p fK u _ a `� v � � ksuilders_ _ - Fol Fol Q 1 (L �' v u __1 ­ 0 w 0 0 I 4" (DUG I 1 4" CONI I I Z � � a w F�r5 t,a7o u rc� d 1 SLAB I I SLAB 1 F�1) H5 a ACH TI0_t0 TOP (U H5 m EACH TIO TO T� (� z - __.._._- -- -- `._ _. ___ - ra - E ILl of J a r k s o n v i f I e i�__FULL DEPTt1BLOCKING - -- _- - ---._._.__._.__. _�-FUtCDEPTL BLOCI�INC�' T I Q U A (K (2)MTSI2'S OR(2) ETWEEN FLOOR J015T5 At BETWEEN FLOOR JOISTSFAT (2)MTSITS OR (2) M5TA24'5 s TI00 TO _._ F - -Clem........__. 1100 115TA24'S TI00 TO _ _ _ _ -- -w ..� �r;�Wg�.� __..�..___ �_-=��-,T ill � m � _._ 2klr - ' 3 cv - 2ply 2x4 02 SYP POST -i - aply 2x4 "2 SYP POST _ - - J - w/ (1)WOOD Tie ROD. it l (2)MT512'S OR (2) [2)MTSI2 5 OR (2) w!(I)WOOD-TIC ROD- 12 I I I N I MBTA2 TI@@ TO - M l'S Tim( TO cn) - S' I 5T2 1"7 = zp� x- + s;li'�fi>` a� - -- - I d a 1 I w/ (U WOOD'Tie ROD- W/ (I)WOODITfe ROD. /10 I �- ---- - �' I 5T2 c0 I I T2 I °� I: I17 6550 Roosevelt Blvd. - _01-0p 12 I I 12 -0'=(m I I S: $ � SW F-KW SW W N m _ n w Jacksonville, FL 32244 T 5T2 I ST2 3'-0' �L- --1=--�I !I)HTTI6{ '� T09 TO (I) - -- -- - q x m 7e1904.772 6100 I p 11 1 11 11 1_ Il 1_ 11 1 11 1� 11 1_ 11 1 I 11 (2)MT512'5 OR(2) J ' 5/)"T11 ALL THREAD (2)MT51F'S OR(2) m x 3 -5 2 1 3 2 2 2 1 3 5 -f 2 I) 1 01 M5TA24'S m FII TO 2pl ROD W/ 3pl�y 2x4 �'l SPF I"-i5TA245 0 FI1 TO 2ply � �.. � � ax904.317-2835 2x4 "2 SPF POST w/(I� IPIOST-TO I6 BM BELOW.INVERTED ;2x4 OD��e ROD7. � j1 - WOOD,Tle ROD. ~ r[7 u 1 ► 42 2 1�T FL.00� �TiIGTI�fi�A� 1�1�AN W Q L I = - - -� I r - - - - I _ I 51 A 1 I 12 1 1 I 3/I = I'-,all m l - T2 I I I 5 2 � J - - I I � - - - N �'' �t --- - - - -- -- 71 1 - _ I _ - _ - 31) L J I r/�� I W r 5 ,m CONVENTION4LLY N 1 1 1 , 12- x20 0T W/ � 1 2fx20 x16 W/ , 1 1 1 I, STRAP ALL SECOND V � � V p r 1 11 .1 z-"5'S BOTH M r - ..� T. J I L - - - - � � 2-0516 BOTH i � � ^'� 1- - WAYS L - - I - - I IT c I' I i.. FLOOiZ 1ROOF � u, LU 1 1 I 1 - - 7 r - - 4 LONG. SLAB 1 ,1 3'-0" ' I j; I J NS'I g T -T A TO (2 H8'S 0 T@ -TO2 TO I ` BEARING WALLS TO - 4) � � 1 3,_m. I I 1 I -`-----�' I P w/ D•T RO 5 1 T f /Wo D•Ti ROD r 1w3�A,MS / HEAC?�R5 1 REINFORCED W/ ' I' ' � i� >:-3�LOLU PER DETAIL - - - -< 1 1 I ILI EITF-ISR 6x6 lID/I@ I I K - I WWM OR FiBERMESH I 1 - 1 , ' O/G r P G5 U E O! ? T O f=1�11N 5 US 1 I ON 6 MIL VAPOR I '� - -- )MT 12'S 9 AC TRU - (2 MTSI 'S s RUSE _ �_ - _ 1 I 1 I 4 CONG. SLAB 12 1 I 12 I 1 1 ,O I.Ip T HD E3/5TI. i. REINFORCED W/ I BARRIER OVER I _ •Q 0 0 VI 5T2 EITHER 6x6 10/1@ 5T2 5T2 TERMITE TREATED, T I - I --- - VI u u u S I I N WWM OR FIBEi�`1ESH 1 1 1 CLEAN, cv I S I - X = 0 II ,q 1 I 1 ON 6 MIL VAPOR I I 12 Ot`1PAGTED FILL. I i it I I4 1111, V 0 N X I ;2 - BARRIER OVER 1 _ -_ I I TERMITE TREATED, S/10 I I r ST2 COMPACTED FILL. 1 1 ST2 1 I ICLEANIII � � --_- _�:. -. �i .� �L1LII. VIU I I L - - - J L - _ -- - - - _ _ - J -I X 0 0 1 (2)WT520'S OR (2) VI (2) "T52 'S O01 TO 2ply - 1 �I I MSTA24'S m T01 TO 2ply V X 11 1 - 2x4 "2 SPF P05T w/ (2) V .4 1 2x4 "2 SPF POST w/ (2) - - �i I -� - -- - _ II II II r I WOOD+Tta RODS. n _ __ - I rI WooD*tfe RODS. m -ll-U - _.._._ _ - _ X c+ 4" GONG 4 GONG n i I I I _ � I - I LII m I SLAP II II IIII `r 5T2 ST2 �J B I �r ` III I i I� I i I l Iii LLll L� � J 1 1 I- - - J u ry-A = I I, i II = �n m � l ST2 ST2 ! Yr I i X1 0 d W it VI 0 u = e X - V }� vn w u V 2'-6" 5'-0" 12'-6" 12'-�" 5'-0" 20-,&u i \X ix� r.. -# I�� _J cl1 N II� � � U z � �, x,11 W e- 4T 20'3 R (21 HS'S TO TOT P ii'_ )HS a T 2 TO OP w ! ) HT 0'S Rr-4� Q u M5 '5, . fD4 U1 0D•T a RO 5 m ' O/ OD ie R D5 4' O M TA25,6 T 4 TO Z O fY (2)MTSI2'5 OR (2) 2pl 2 q{'2 F? ST A OP ING5 USE ( ) T O NING USE (2) 2pl ,-2x4 S P ST [2)MT512�S OR (2) Q WILT< Q v �- MSTA24'S a T04 TO sx Tie pS. M 512 5 p EA H T 3 T 512 E GH SS w/ [Z WOQ .*Tie' O i"iSTA24 S T04 TO W L n� 2ply 2x4 "Z 5PF POST _._. r� P R. II DR I - rp,�' _ 2ply 2x4 "2 5PF P05T U_ 1p W V! W/ CU WOOD#TIe ROD - -. _ , w/CI)WOODTte ROD. Z [Q N ,�N z z DRAWN WDB FOUNDATION FL, CHECKED LAP 51 3/i6" = 11-/711 C SCALE 3/16 DATE 2-23-05 2ND FLOOR STI _UCTUIRAL. FLAN 3 STRUCTURAL ENGINEERING FOR USE WITH JOB NO. )103533 91 3/1(0 11 - 11-011 TRUSSES BY BUILPERS FIRST SOURCE. SQ.FT. 2432/2484 �J END ZONE PRESSURES a oo S ;,, . :, . 11� t%/'i.= !% � END-ZONE COMPONENTS 4 COMPONENTS 4 CLADDING PRESSUFes- IN Pep COMPONENTS d CLADDING PFS66URES(IN PSF)FOR GARAGE DOORS WITµONE CLADDING PRES5URE5 APPLY "' 1 © oF�J'G ENC]UP TO 5' INTO AN EMP ZONE.(ALL PRESSURES NEGATIVE,EXCEPT AS NOTED) 31_5u .i y AREA tTIP-ZONES MTERIOR-ZONES Li INGTµ(IN FEET)OF POOR INTO END ZONE POSITIVE J TO WINDOWS $ DOORS IN (srF) POS.(+)NEG.(-) P05.(+)NEG.(-) [DOOR SIZE I z 3 4 5 PRESSURE HIGHLIGHTED AREAS - TYP. r m-zo ar 4-10 59.9 47b 50.7 a'-m'1 x�'-m" 4 %`� THE X DIMENSION ILLUSTRATES ;W ;f I I nP J z -50 er 46.) 56 8 46.1 49.1 LGR SGL DOOR°.+ -471b -48.1 -48.9 -495 -502 +43.f THE MEASUREMENT OFF THE ; tic .s N o 14a S 0 tl) �,�I 50-100 at 43.1 52.2 43.'1 46.8 16'-0"x ('-0" 4 -4515 -45.1 -45.9 -46.2 -46.4 +42.1 GORNER OF CORNER OF THE HOUSE WHERE ' � E1;;I de &rsFI3ou`4 a LGR D13L DOORS f ''0 �j J PAD FOOTINGS UP TO 3@"x30" SHOWN AT TWE FOUNDATION-EDGE MAY BE OMITTED IF A STEM-WALL FOUNDATION IS USED IN LIEU OF 1A MONOLITHIC FOUNDATION PAD FOOTINGS LARGER TWAN 30"x30" ARE REQUIRED WITH EITHER A STEM-WALL OR MONOLITWC I00 sP 42.1 49.1 42.1 452 DOORS WITµI130TµEN05 IN AN END ZONE MUST USE FULL END HOUSE END-ZONE (NOT INT-ZONE) ;r �+��Pja4�i'sor ille' FOUNDATION- ADDITIONALLY, WHEN A PAD FOOTING 15 REQUIRED WITH A STEM WALL FOUNDATION (1£ 30"x30"), IT NEED ONLY 13E PLACED EITHER BELOW-GRADE FOOTING OR IN THE SLAB, BUT NOT IN BOTW LOCATIONS UNLESS SPECIFICALLY NOTED A5 SUCH. Exp.G,►s0mph asKd,s cpl,z TO 30' azaNE Pr ssUREs FROM c�c TABLE (TYPJ PRESSURES SHOULD BE USED. ►1t c{i ���b r*Q�1i1��c�04 .: �' 1111 WOOD•Tle- LEGEND PLAN NOTES CONNECTIONS ,,. NOTE THAT CERTAIN WOOD*Tie RODS MAY BE DELETED FROM THiS PROJECT BASED ON THE FOLLOWING: NOM-LOAD BEARING WALLS 1) SEE SHEETS STi AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND GONNECTOi� METHOD OF ATTACHMENT META SERIES STRAPS CANNOT BE TWISTED. THAT ARE NOT A SHEAR-WALL DO NOT REQUIRE WOOD*Tie ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EXISTING (2) 2x6-1 / 2 I<- HEADER/BEAM GALL-OUT DETAILS. M5TA18 (14) 10d CommonslTota 1. THEY MAY BE APPLIED FLAT AND/OR BENT SHEET LOAD BEARING WALLS WiTH ADDITIONAL LOADING MUST HAVE WOOD*Tfe RODS INSTALLED AS FOLLOWS= 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MSTA24 Oro) 10d1 Commons/Total. TO CONFORM/ACCOMMODATE REQUIRED NUMBER OF KING STUDS EAG" SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 MST48 (48) 10x1-I/2"/Total_ APPLICATIONS, BUT THEY MUST NOT BE O/C WOOD*T'ie ROD TOLERANCES NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC TWISTED. USE MTS- or HTS-SERIES "TWISTED ROOF TRUSS UPLIFT (Lf35) I.000D*Tie RODCS) EXTERIOR SIZE OF HEADER MATERIAL DESIGN CENTER (BFSDC) IS NOT RESPONSIBLE FOR THE ACCURACY OF CSI6 028) 8d or (22) l0d GommOns/Tata 1. STRAPS" AT APPLICATIONS WHERE TWISTED **TOLERANCES 5PH4/6/8 012) 10d»cl-1/2 . 00-1000 RODS) Q 4' O/C (INTERIOR) OR (o' O/C (EXTERIOR). NUMBER OF PLIES IN HEADER THIS INFORMATION PROVIDED BY ANY OTHER SOURCE- STRAPS ARE REQUIRED. SHOULD NOT MTSI2 (14) 10d Commons or 10dx1-I/Z"/Total_ 01001-20* ADD (1) ROD ADJACENT TO TRUSS_ 31_011 31X _011 OVERRIDE ALL EXTERIOR HEADERS rznx6-IrI UNLESS NOTED OTHERWISE 3) ALL REQ'D BEARING LENGTI-15 SHOWN ON TJ-BEAM SOFTWARE OUTPUT 1:201 GREATER GONSUI.T DESIGN CENTER WOOD-TIE HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HTS20 C20) 10d Commons or (24) 10dxl-1/2"dotal, of INTERIOR' GUIDELINES ALL INTERIOR HEADERS (2)2x6-1/1 UNLESS NOTED OTHERWISE DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) 16d 5lnlcers/Each to Truss and Stud Column. OUTLINED PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED BLOCKS. MGT (22) 10di Commons to Wood Member - 5/8" diameter or Larger Threaded Rod per Accompanying �� � iMA`�� WOOD-Tie ROD LOCATION. BELOW IN LIEU OF SPECIFIED HEADER Note orn Page $1. 2�" X1 2 0- ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS HGT-2/3 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page Sl. RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATIiON. UNLESS NOTED A. GRAVITY LOADS: t3 LATERAL LOADS_ HGT-4 5/S" diameter or Larger Threaded Rod per Accompanying Note on Page $l. OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, 61-0" EXTERIOR) SHOULD BE FOLLOWED- IN ADDITION, RO)D5 SHOULD BE LOCATED AT SW" SHEARWALL SEGMENT _ REFER TO DETAIL F/STi AND/OR D/5T1 ROOF LOAD TOP CHORD_LL=20P5F DL=-iPSF WIND LOAD - 120 MPH NTTIro CIS) IGd Sinkers to Wood Member - 5/8" dimaeter or Larger Threaded Rod per Accompanying CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER BOT CHORD.LL-IOPSF DL=SPSF SEISMIC ZONE - I Note Orn Page $l. DETAIL E/STi). RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CON57RUCTED CORNER POST OR X APPROXIMATE WDOD•Tie LOCATION FLOOR LOAD DL-15 PSF NTT22 Not Ihdi Sinkers to Wood Member - 5/S" dimaeter or Larger Threaded Rod per Accompanying OTHER SOLID FRAMING. SEF I1k7017�tis sEctloN LL=40 PSF Note am Page 5. w $ s�-�- sem �� Builders � s �' � Er F6& i , w �� vi L 3�� Bw Builders Buildersk!BuildersBu'Iders �u�lders® 'F�rstSource,� �C11�V FirstSource 6VV1 � ®FirstSource v FirstSourcerr �FirstSourcerrL4w FirstSourceWOO L� r6 0 ATTACH 2" METAL. TRACK TO DECK PLYWOOD SHEATHING OF SEIPARATION WALL, Q PRE-ENG WOOD ROOF TRUSSES LLJ "FLAME CONTROL" #10-10 INTUMESCENT COATING n APPLIED PER S -I- Bposlto SPEC TO UNDERSIDE 1DE OF DECKING AND TRUSSES, 4'-0" MINIMUM FIRE CAULK HORIZONTAL DISTANCE h �e e k 0 Z FROM BOTH SIDES OF SEPARATION WALL CONTINUOUS CONTINUOUS W BEAD OF BEAD OF 1=�,! ACOUSTICAL ACOUSTICAL Z CONTINUOUS FIRE-CAULK SEALANT ALIGN TRUSSES WITH INSIDE EDGESEALANT SEALANT BETWEEN TOP PLATE AND SHAFTLINER, OF FRAME WALL Aob0 m CL EACH SIDE "o' ® LL I I I I I e EALANT D TAILS N.T.S. 0 0 p, ? I I I A2 5IncLO I o Architer%t^ A25 Lu ` 1/2" TYPE "C' Or 5/S' GYP PRD Q CLG R-30 FII3ERnL455 BATT INSULATION "THERMAFIBER" INSULATION FIRE BLOGKING Fire Resistance Ratings - ANSIML 263 4540 Southside Blvd, C A5 REQUIRED Design No.U336 suite 502 to December 06, 1996 Jacksonville, FL 32216 Exposed to fire from separation Wall side only ❑ 063' USG ALUMINUM ANGLE CLIPS Nonbearing Wall Rating-2 Hr (904) 641-6649 LU SPACED A5 REQUIRED Finish Rating-120 Min �- - 0 ' SEPARATION WALL: (Max Height-44 ft) a� '. \Z 1. Floor,Intermediate or Top Wall -2 in.wide channel shaped with 1 in. long legs - �O •••••• ��'• W formed from No. 25 MSG gaiv steel,secured with suitable fasteners spaced 24 in. � ��''��Q`�:•�Irl �, I S� J /2" GYPSUM WALL BOARD OVER OC =I`��i 1�1 �II-' 1 cep �•. Q 2. Metal Studs-Steel members formed from No.25 MSG galv steel having 'H" t cp t' 2X "'25PF WOOD STUDS Q 16' O.G. g = } r�$ ' 0 -shaped flanged spaced 24 in. OC;overall depth 2 in.and flange width 1-3/8 in. -V' f l N, 0 U) R-11/19 FIBERGLASS BATT INSULATION 3. Gypsum Board"-Two layers of 1 in.thick gypsum wallboard liner panels, r or � - Or supplied in nom 24 in.widths.Vertical edges of panels friction fitted into"H" W -shaped studs. ,y •••• r Z CANADIAN GYPSUM COMPANY-Type SLX. �i 11 AIR SPACE, BOTH SIDES (34' MIN.) �, �} FL Lic. No., AAB 964 Q (2) USG BRAND I" GYPSUM LINER UNITED STATES GYPSUM CO-Type SLX Fred R Cheek 0 PANELS INSTALLED PER UL-U336 USG MEXICO S A DE C V-Type SLX. 23/32" T4G PLYWOOD SUBFLOORING (2) 2' USG C-RUNNERS GLUED AND SCREWED OVER B SPACED AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) PRE-ENG WD FLR TRUSSES A25 2X SILL PLATE 4.Wood Studs-Nom 2 by 4 in. Max spacing 24 in. OC. Studs cross braced at SIM -� mid-height where necessary for clip attachment. Min 3/4 in.separation between ACOUSTICAL SEALANT, BOTH SIDES wood framing and fire separation wall. 5. Gypsum Board-Classified or Unclassified*Min 1/2 in.thick,4 ft wide,applied - either horizontally or vertically.Wallboard attached to studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC.Vertical joints located over studs. (Optional)Joints covered with paper tape and joint compound.Nail heads covered with joint CONTINUOUS FIRE-CAULK SEALANT -:.~ —FR-30 SOUND RATED compound. 1 6.Attachment Clips-Aluminum angle,0.063 in.thick, 2 in.wide with 2 in. and BETWEEN SILL PLATE AND FIBERGLASS BATT INSULATI N tI SHAFTLINER, EACH SIDE - 't - REMOVED AT CLIENTS REQUEST 2-1/4 in.legs. Clips secured with Type S screws 3/8 in.long to"H"studs and with Type W screws 1-1/4 in.long to wood framing through holes provided in clip. _ 6A. Clip placement(Item 6)for separation walls up to 23 ft high. Space clips a max of 10 ft OC vertically between wood framing and"H"studs. n/ 6B. Clip placement(Item 6)for separation walls up to 44 ft high.Space clips as LU fill'.. �. described in Item 6A for upper 24 ft.Remaining wall area below requires clips spaced a max 5 ft OC vertically between wood framing and"H"studs. *Bearing the UL Classification Mark Z Reprinted from the Online Certifications Directory with permission from Underwriters 1/2" TYPE 'G' or Ea/8" E3 - "THERMARE3ER" INSULATION FIRE BLOCKING Laboratories Inc.Copyright©2003 Underwriters Laboratories Inc.® C14 �— GYP BRD Q CLG A25 AS REQUIRED ul Q ACOUSTICAL SEALANT, BOTH SIDES �— LU No7E: SOUND RATED A55EMBLY, CAULK ALL PENETRATIONS WITH - " 3 ACOUSTICAL SEALANT U.N.O. 10)2 1/2' GYPSUM WALL BOARD OVER 2X "25PF WOOD STUDS Q 16' O.G. W R-11/I9 FIBERGLASS BATT INSULATION 4 A Y �--4 •f� �V' I' AIR-SPACE, BOTH SIDES (3/4' MIN.) ATTACH 2" METAL TRACK TO CONC SLAB ` V W/ "PASLODE' OR EQUI`✓ ANCHORS _ b 6 $ at 24" O.G. MAXIMUM 2X SILL PLATE W/ FOAM SILL SEAL © 2' "USG" H-STUD B ACOUSTICAL SEALANT, BOTH 51DES A25 rL' 2x4 STUD WALL +W, <--VINYL SIDING OVER APPROVED HOUSE WRAP ���#. 055535- - Z a4 DATE: 2 3 05 Q v a� EXTERIOR SHEATHING 2" DRAWN- G5 'USG" C-RUNNER OF SEPARATION WALL v I v M1NIMAIRSPACE aMINIMUM) `( a � rU3"/4' + .i : ! ISSUED: Ifl ( OF SEPARATION WALL W CONCRETE GRADE BEAM E 5EGT I O�, I I A'A u� izEV15ElD: W SEE FOUNDATION PLAN I/2" GWB I" "USG" GYPWSUM LINER PANEL J (SEE SEPARATION WALL DETAIL Q THIS SHEET) 0 / S FAfRAT I ON WALL DETAL 1 II = 11 - 011r2--�EXTEfRIOF INTEfRS CT I ON N.T.S. I 0 © COPYRIGHT 2004 E5PO5fTO, CHEEK E ASSOC,, INC. DESIGNER HEREBY EXPRE55LY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRE65 WRITTEN PERMISSION AND CONSENT OF FBF'OSITO, CHEEK AND ASSOC., INC.. NOR;SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINIMS SAID WRITTEN I-ERM155ION AND CONSENT. Z 5_chod-�Z CJ- l!I Ill� �■ LU :7[_7\ :2 n Esposito X Cheek z O 0 w A B C � L CTS I CAL L EC�END z 2 STORY MODEL2 STOR1" MODEL Assoc . 1 0- llm VOLT DUPLEX OIUTLET-WALL MOUNTED ENTRY LEFT SEPARATION WALL ENTRY RICHT LL =� O 110 VOLT SPLIT DUPILEX OUTLET-SWITCHED Inc . LO �tt 110 VOLT DUPLEX OIUTLET-WEATHER PROOF 110 VOLT QUADPLE>C OUTLET-WALL MOUNTED Architects U 4# IIOV DUPLEX -GFCI OUTLET I I 0 II � 4;�-- IIOV DUPLEX -GFCI OUTLET-SWITCHED 4540 Southside Blvd. L suite 502 cn 110V DUPLEX -AFCI OUTLET Jacksonville, FL 32216 0 LU IIOV DUPLEX -AFCI OUTLET-SWITCHED I (904) 641-6649 �( 110 VOLT DUPLEX OUTLET-FLOOR MOUNTED _, LL oil, z � 220 VOLT OUTLET-WALL MOUNTED • W O LT I LT . ► TELEPHONE OUTLET (PREWIRE FAN) CPREWIRE FAN) -0- SWITCH -4- 5WITCH-THREE WAY . \� - -4" SWITCH-FouR WAY 1 ■ - FL Lie. NC.Z A/�'OQ064 SWITCH-DIMMER Fred R. Geek �--� PUSH BUTTON SWITCIH DOOR BELL CHIMES 1• 0-4 CABLE TELEVISION OUTLET X ® SPEAKER LOCATION ] - - - _ • 5 �i 5 • �j ll D } LIGHT FIXTURE CEILING: MOUNTED -�-� LIGHT FIXTURE-WALL MOUNTED to-�_ o m o { LIGHT FIXTURE-CEILINGS SUSPENDED I lel ® LIGHT FIXTURE-CEILING RECE55ED LIGHT FIXTURE-RECESSED EYEBALL ■ ■ - -� 5D I D � ..I_CEILING F 5 O SMOKE DETECTOR-CEILING: MOUNTED OI II EXHAUST FAN 7/- c EXINAUST FAN/LIGHT' FIXTURE COMBO � � 0 / � ► .4 // \� - A� HEAD • \ / o-� � G LT J � LT J � �� � / ► O � FLOOD LIGHTS DU L � � LU (PREWIRE FAN) (PREWIRE FAN) whim—_1 ELECTRIC PANEL �/ \J �/ \J I LT LT I X STRUCTURED WIRING PANEL (PREWIRE FAN) .._ . (PREWIRE FAN) Lo QUICK DI5CONNECT' f KH SECURITY KEYPAD LOCATION ❑J JUNCTION BOX LOCATION FA FIXTURE ALLOWANCE SEPARATION WALL C== LIGHT FIXTURE-UNDfER CABINET G7 ( --I THERMOSTAT JOB". 055535 1'X4' ESGENT LIGHT FIXTURE II DATE: 2-3-05z CEILING MOUNTED 2NEDLEVEL ELGT'� ICALFLA 1 /4 C7RAlUN: GS 2'X4' FLUOFR�E5CENT L16HT FIXTURE GNICD: � CEILING: MOUNTED 1551.1ED= 0 W (l) REVISED- W NOTE- FAN/LT C-OM60 (SWITCH TO OPERATE Uj LT ONLY) _j Q U U) a Q O z O 0 © COPYRIGHT 2004 E5POSITO, CHEEK s ASSOC., INC. DE5I6NER HEREBY EXPRE55L.Y RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THE5E DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT50EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMI5510N AND CONSENT OF E51`051TO, CHEEK AND A550C., INC_ NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERM15510N AND CONSENT. Z � Lu K=7= � Esposito ., X Cheek Z 0 0 ELECTfRICAL LEGEND & W A B C z 110 VOLT DUPLEX OUTLET-WALL MOUNTED 2 STORY MODEL 2 STORY MODEL d Assoc ,110 VOLT SPLIT DUPLEX OUTLET-SWITCHED ENTRY LEFT 5EPARATION WALL ENTRY RICHTIL 01 110 VOLT DUPLEX OUTLET-WEATHER PROOF Inc , I 110 VOLT QUADPLEX OUTLET-WALL MOUNTED 0 4� 110V DUPLEX -GFCI OUTLET LJJ Architects U :Q- 110V DUPLEX -GFCI OUTLET-SWITCHED � iloY DUPLEX -AFCi OUTLET 02 liVV: c -,asci OUTLET-WAT>E1WIv LL 110 VOLT DUPLEX OUTLET-FLOOR MOUNTED W" I (944) 641-6649 Lu 3& 220 VOLT OUTLET-WALL MOUNTED j ► TELEPHONE OUTLET . � -dH- SWITCH . d 1 l • • -4- SWITCH-THREE WAY -H- i � I I" � I �.Ii } I �i ��{� Rd SWITCH-FOUR WAY � G ;� t,�•- •�Q',� 7Z SWITCH-DIMMER I if f Ae FL Uc. N 5f�4 ❑--I PUSH BUTTON SW I TGH Fred R. ® DOOR BELL CHIMES - ❑ 0-i GABLE TELEVISION OUTLET l -- - SD ® SPEAKER LOCATION 1 J� ,.` sO t ; X rr . k. Lu LfGHT FIXTURE-CEILING MOUNTED t -= ! - - 1s LIGHT FIXTURE-WALL MOUNTED � LIGHT FIXTURE-CEILING SUSPENDED r � � DQ � ! ® LIGHT FIXTURE-CEILING RECESSED - _ _ _ _ - _---J = _ _ _ = �- V LIGHT FIXTURE-RECESSED EYEBALL ° I � - - lu ® 0 m CEILING FAN LT f c� 0 LT Z SMOKE DETECTOR-CEILING MOUNTED �, (F� PAN)N) I` (IR WIRE FAN) ® EXHAUST FAN \\ // I- I 1 � EXHAUST FAN/LIGHT FIXTURE COMBO J FLOOD LIGHTS-DUAL HEAD I r I G `� =3 V o ELECTRIC PANEL i I I i O -4 I r lU [) STRUCTURED WIRING PANEL j i Q 1 .1 lij Lo QUiGK DISCONNECT v - - l V ❑K-i SECURITY KEYPAD LOCATION WP IT WP LU :1 Uj QJ JUNCTION BOX LOCATION c_m FA FIXTURE ALLOWANCE === LIGHT FIXTURE-UNDER CABINET TQ-I THERMOSTAT SEPARATION WALL I'X4' FLUORESCENT LIGHT FIXTURE (n CEILING MOUNTED FAN/LT CDMW X05*: 055535 0 (SWITCH TO OPERATE DATE: 2-3-05 z 2'X4' FLUORESCENT LIGHT FIXTURE LT ONLY) CEILING MOUNTED DRAWN: GS CHKD: ISSUED: ❑ W co REVISED: LV lst LEVEL ELECTRICAL FLAN "All 1/411 = lI._ 01I uu u- Q U 0 A O Q z 0 0 ® COPYRIGHT 2004 ESPOSITO,CHEEK t ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO,CHEEK AND ASSOC., INC_ NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. / I alml -khEld& r pi CK 2' MIN SIDE LAP O wwl.�r .ISI w ALONG RAKE PLACE DRIP EDGE ON TOP OF UNDERLAYMENT .......................... aro" WIDE UNpEFRLAYMENT INSTALLED WALL SHEATHING WITHOUT WRINKLIE5.U5E ONLY ENOUGH NAILS TO HOLID UNDERLAYMENT IN n PLACE UNTIL COVERED BY SHINGLES EXTERIOR FINISH Z to , X r OVER AIR INFILTRATION \ BARRIER ( SEE DETAIL) r— \.......... h 0 LU � o ZMETAL FLASHING NON-CORRODING + (NAIL TO ROOF DECK C METAL DRIP EDGE 71) i NOT WALL 51HEATHING) Assoc m LL 4' MIN END LAP CAP 611INGLE - DO NOT NAIL. sem. INSTALL WITH ROOF CEMENT mollllll ALONG EAVES PLACE UNDERLAYMENT ON TOP OF METAL DRIP EDGE ROOF CEMENT SHINGLE itecu%,tSU UNDRLA�iMN 1/2 1 _ 0 Arch Lu Z) 4:12 or GREATER SLOPE 0 ^ 4540 Southside Blvd, � PLACE 5HINGLE5 Aka' ( _ r� OVER EAVE AND RAKE EDGES YY/ suite 502 U) TO PROVIDE DRIP EDGE FL 32216 C) ALONGRAKES, GEMENT Jacksonville, ALONG 2 STORY MODEL 2 STORY MODEL SHINGLES TO UNDERLAYMENT AND EACH OTHER INA I WALL PLA 5� �� I��(^� 1 3 II = I 0 II r ENTRY LEFT ENTRY RIGHT (904) b41-bb49 � I — 4' IUIDTH OF A5F'HALT SEPARA,TIDN WALL 0 PLASTIC ROOF CEMENT _-- �� W 0' 12' I 112' 1'-10° NON-CORRODING • > •` a �' MTL EAVE P, DRIi ��'• .�� - -- - /f�-- ---� L: ' i a+•` TRIM /v'-7" FROM ��' I I I tl rS U ti •+J '- END OF FIRST SHINGLE �� ' vim•' R-30 BATT INSULATION t - - - - _ �r -- -�� C�� - -.-. - - FIBERGLASS SHINGLE M 12 ROOFING OVER I I I I +, .G1' ..�4; '.� .. a TRIM TABS .. 15� FELT OVER -1/Iro° S OB I I I I ' � .�' FROM ALL STARTER COURSEI(SEE ELEV) Nb,,,,, , I I/ SHINGLES OVER PRE-ENG WD I I ( FL Lic. &TARTEf: G0Uf :,5Fz PLACEMENT 1/2 ° � 1 ' -011 TRU55ES 624" OC � I I I II I I Fred INSULATION BAFFLE I L — I — — — J I I I L- — — - I — Y`ryy 0 BETWEEN EA TRUSS I — rf - - 71 ( Ir' - - - � — • PLACE SHINGLESHURR CLIP 'm EA TRUSS I I I I I 11 I I CLOSE TOGETHER ` (3UT DO NOT CiROUJp � (SE=E 5TRUCT. DWGS) I I I I I 11 I I (2) 2x4/6 PLATE "2 51"Pis J i I I II I I I t-- ALONG RAKE5, CEMENT SHINGLES TO UNpERLAYMENT . ALUMINUM DRIP OVER AND EACH OTHER INA I I I 4' WIDTH OF ASPHALT �♦ VINYL CLAD 2x6FASCIA I I 1 I - 1 Q _ 1LLl PLASTIC ROOF CEMENT �• I I • I QC � /z° TYPE "CuI I I -- - ----- --� --- -- - I j • FULL VENTED VINYL SOFFIT C �.- --- -._--...._-- - -- .- -- ------ � � � NON-catzRopwG GYP 5RD ID CLG SET IN CHANNE=LS PER I I I — I - � I CA MTL FAvE DRIP MANUR SPECIFICATIONS 1 I I I .I PLACE SHINGLES fie' OVER EAVE AND RAKE EDGES I U TO PROVIDE DRIP EDGE 1/2. 6YF_ BRD 73 VINYL LAP SIDING I I I 4' ORV 4' ORV 4' ORV 4' DRY I I' R-13 BATT INSULOVER TYVEK HOMEWRAP I I — — — — — — I�- J OVER -1/16' 055 OVER I r — — — RIDGE RIDGE - — �- 2x4/ro 5PF STUDS m 16' OC I I I• I ! I I I z II 1 I T II I I • u LINE OF CABLE WALL f LINE OF GAE3LE WALL FI �5T CC UR5E FLAGEt-IE —IT 1,/ sC/ u 1 __ F_ 6OFFIT 1 1 — I I I I I I) 1 I _ L Jam_ II I I II II t i U � II III II � II 11 I -� 111/2 to 121/2' I I1/z" t0 121/2 I I I ItH to 11/2 , 1" t<o II/ I I I I I 1 I_1 LU I Nm 0 m 0 IN m 0 m 0 m 0 m 0 II I �� jl ! I Ij �pI LU tu I X� Cn ��--J.I . 11 � II 11 � 11 • JOBS: 055535 0 5H f NC�LE NAILING; 3 = 1 -0 � lTYP) lTYP� z (TYP) I (TYP) 1'-4" DATE: 2 -3-05 DRAWN: C5 SEPARATION WALL CH<[). ISSUED: � W REYI5ED: w _ f P-1100F FLAN`� 11 ,4 11 1 /4 11 _ 11 - 011 L' LU J Q U O z O 0 0 © COPYRIGHT 2004 ESPOSITO, CHEEK 4 ASSOC., INC. DESIGNER HEREPY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMI55ION AND CONSENT OF ESPO51T0, CHEEK AND ASSOC., INC.. NOR SMALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PFRM15510N AND CONSENT. hod-d /?F / /a///N 5;:5 0 LU VINYL SIDING n 12 12 Esposito , 4 Cheek Z0 BRG 2ND LEVEL I7'-7" ❑ - - W - H _ _ Aso . ® LL Inc . Oc) LO _. {=1N r=Llz 2ND LEVEL 9'-5�is' itects U Lu VINYL SIDCsIN >.. - BR MAINLU 8'-ll�a" ❑ 4540 Southside Blvd" C _._ ... 0 0 DEcoR E3rzActCET suite 502 ua Jacksonville, FL 32216 ❑ VINYL SIDING (904) 641-6649 LU ---.. . .... rr1111�rrr 1 i --- FIN FLR MAIN 0'-0" �y1 p� :•r �i�K `,�-!� J � ,� e`er"Q Jul FLLic. N LEFT 51D ELEVATIONFred R���' k x CB ALU o 2 STORY 1"1ODEL 2 STORY MODEL ENTRY LEFT SEPARATION WALL ENTRY RICHT O U L I I I car d � i 12 2 1 d f- 4 ,{ E3RG 2ND LEVEL IT-7" 111 (1) --- -A 111 _.. _ .. VINYL SIDING; VINYL SID INC; 4 __..... _. 1 LU _.._ FIN FL.R _ 2ND LEVEL 9'-5' E3RG MAIN _. . . ------------ JOBS: 055535 � VINYL SIDING; > _ _- VINI'L SID INC; DATE: 2 -3-05 DIS C L GHfCD: FIN FL,R MAIN V-0" 155UED: ❑ W U) REVISED. w 2 1R E ,`--'c� rzLEVATION I I I I 1 /4 1 I I I w J 0 0 0 ❑ 0 © COPYRIGHT 2004 ESPOSITO, CHEEK 4 ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWING=S ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC:_ NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING, SAID WRITTEN PERMISSION AND CONSENT. 111z 57Chg1dLj11i W n VINYL SIDING � 12 12 "ItOXEspos" 4 Cheek 0 BRG 2ND LEVEL. 17'-7" ❑ W --- Aso ® LL_ _. . . . .. ... - . . . . � VINYL SIDING Inc . -- ---._.. _ FIN FLR 2ND LEVEL Architects BRC; MAIN7 4540 Southside Blvd. C DECOR BRACKET _ sui a to Jacksonville, FL 32216 ❑ (904) 641-6649 LU VINYL SIDING---> L1J II . 9 FIN F r LR MAIN O'-0" � °• •r r • � ° w tft fir; •«•Ar OO( •� m]6 4 . Q� � - � II ►fT 51ELEVATION Fred R '' ' C • X A B G LU 2 STCiRY MODEL 2 6TORY MODEL � D Z ENTRY LEFT SEPARATION WALL ENTRY RIGHT � >L q U LU d � U U z CA 12 12 4 BRC; 2ND LEVEL U 7E DECOR 5HIUTTER5 (TYPE --- DECQR 5�{LITTERS (TYP) Q _...... 111 VINYL 51DING-­> - VINYIL SIDING U U . . m �1 I � � R . - LN _t --. IIII '' '' !'' LU 7 r FIN FLR 2N1) LEVEL 9'-E, \ CV BRC; MAIN 3'4i8" DECOR BRACKETS DECOR BRACKETS _.._.. J05#. 055535 (D VINYL SIDING -- - _ - VINYIL 51DING ID,ATE: 2-3-05 z FIN FLR MAIN r1h 0'-0" I551JEC7: ❑ W (17 REvI5ED-- w r 0 LUf=fP-,.0NT ELEVATION 1 /4 1 _jQ U Q O z O • © COPYRIGHT 20014 ESPOSITO, CHEEK 6 ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF E5POSITO, CHEEK AND A550C., INC.. NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERM155ION AND CONSENT. 11 � ShC� a • Q UU Esposito , r-- Cheek z O 0 LU A T511EPARATION C z 2_ StpRY h'IOD�L 2 STORY t"foDEL ENTRY LEFT ss0 WALL ENTRY RIGHT U- -2 -- - 40'-O" - Inc . 009 20'-0' 20'-0" ❑ LU 6'-7 1/2" 13'-2 1/2' 13'-2 1/2" 6'-7 I/2" rchitect U 6'-5 1/2" 6'-9" 2" 21 5 1/2" 4540 Southside Blvd, � 2 1 suite 502 cn 4052 SH A10 I 4052 SH Jacksonville, FL 32216 (6'-1011/2' HDR) (6'-101,2° HDR) (904) 641-6649 LU O oc458 Zp Ify- °ate\ •if.� �. s' LU .� J cwNEF'e I OWNEfp"s () 8 GLS S GLS �r41"�. �- I-' II�'� ��� ZP � v , ; : O NOTE: VERIFY I NOT VERIFY ' 'tip ' z m f TUB R.O. W/ TUB R.O. W/ CONTRACTOR CONTRACTOR 7 p '•,, O( 564 1 FL Lie. No. ;�4 p �� 4'- 1/2' S'-6 1/2" 3'-7 1/2" 3'-1 1/2" 4'-9" 4'-10" 8 �N .,:.,. " _ _ I� NOTES I Fred R. C` ��ek ; e I k3ATH 0`3 2" 2" z E3ATH #3 e 6 T A � fR I �l O T S ❑ `�s� S' CLG 8 � 8' CLG ��1D VINYL J 1. (15) EQUAL RISERS AT �1-9/16" EA -1 VINYL t7 P 1 I I I I I I 1 1 1 1 I (13) EQUA!- TREADS AT 91/2" W/ 1" NOSING EA r Q _ ;tet �, .q r (TOTAL. TREAD DEPTH TO BE 101/2" MIN) v N �] LL 1 U tt DN � U w- /y� N /\ 8 3 <n �n V 2. TREAD5 5HALL BE 2x12's GLUED and 6' �► R IL �n 1 'H D I NAIII-ED (RIPPED DOWN AS REQUIRED) 3. RISERS SHALL BE Ix8's GLUED and n _M z• WALL• 4z'H WALL= _N r — n - NAIILED (RIPPED DOWN AS REQUIRED) O z - III I r / 2 AP �`' W/ A r "v I: I I I LL I I}I nILAUND r ' I'-4" .n I I'-4" LALINDI� 1]I I --1 `t 4. L.ANDING5 SHALL BE CONSTRUCTED OF m `r um — J 8' GLG `n �I I m I I I m S' CLG L — 1mU -< m 2x8"s a 16" OC and DECKED W/ 3/4" T4G _ VINYL � �� � LL �- � � VINYL. � Nn � � PLYWOOD GLUED and NAILED 3I ,yq� Ra5 Rase, �� I o ISI I N loll I I^I I 03 2668 � ^ — — _ — - — — � 2665 I I 1 1 5. STRINGERS SHALL BE 2X12's EQUALLY U — N p m TM _ m p N — u SPACED (TYP) Co _ 2668 2668 '�' U F-- � 7 R45i— I x ,I�,HU 1 N 13 I N 1 2 1 x 1 co C() c "' 26(oS IL 1 2668 cv (�!► 3'-1 1/2' 3'-0" 2'-3 1/2" 2'-8' 4'-ll" 2" 2' 4'-II" 2'-S" 2'-3 1/2" 3 -4" 3'-0" 3'-`f 1/2' m E D #2 m 8' GLC 8' GLCr E3E D #2 `'' tuc� � U � 3052 SH 3052 5H p N cv (6'-1011/2" HDR) 2 (6'-101/2' HDR) N LU �t �I 3052 SH A10 I 3052 SH (6'-101/2" "DR) ((0'-101/2' HDR) 5.-0. 5'-0' S'-O" 4'-10" 4'-10' 5'-0" 51-0. 51-0" IO'-O" 9'-lO" 2-Z 9'-10" 10'-O" • 20'-0' 20'-O" JD>^3#: X55535 DATE: 2 -3-05 40'-0'1 DRALUN: C5 SEPARATION WALL GN1CD: ISSUED: 0 LU U) REVISED: w 2D LEVEL PLOOfR FLAN� 1111 1 /411 - 11 - 011 W I `� J Q U cn Q O z O r')1 • Q COPYRIGHT 2004 E5P051TO, CHEEK d ASSOC., ING. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWIINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERM15510N AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC.. NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PE=RMISSION AND CONSENT. IIlZ 1 Sc�hEvdeL r • CW �= G T''FICAL OF TWO Espositol, >C A1�F � A B 2 STORY MODE 2 5T0 Y MODEL Cheek z Ist LEVEL LIVING: 614 * ENTRY LEFT ENTRY RICHT 0 SEPARATION WALL ❑ 2nd LEVEL LIVING: 602 W OTHER NA 4o'-o" & H Z TOTAL LIVING: 1216, do 20'-0" 20'-0" C GARAGE: NA AN0 0- LANAI- NA 9'-0 1/2" 4'-S 1/2�" 4'-S 1/2" 5'-0 1/2" ra'-0" ® H " .. , O ENTRY: NA 2'-m" 8 0 2 2 8 0" �2'-0" Inc . Q STORAGE 26 0 TOTAL UNDER ROOF: 1242 Arkin Z:) 0 4540 Southside Blvd. � fi A I O F',4T I O suite 502 cn 3030 5H AIO I 3030 SH Jacksonville, FL 32216 0 ABV ABOVE ro06S 5GD (6'-1011/2' HDR) (6'-101/2" HDR) 60rag SGD (904) 641-6649 AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR oHc OHC OHC oHc AHU AIR HANDLER UNIT t3ASE GAB �,, 1/L - - J L - r - J L - - Ji \� E3ASE GAB c,,,s �� , ,,�� z BLK BLOCK accE55 �• _a I I I �_ ACCESS ` t ,��/ W CA55 CABINETS 10* C>�EXTENDED I I U U I 1I N10' EXTENDED COUNTERTOPCL CEILING LINE COUNTERTOP S.i' CLG CEILING F CHR CHAIR RAIL HB H IN I gy COFF COFFERED I LDW- I I we � _ c� — »>li 0 V,JCDL COLUMN S cls o5' CLGIi cls � CGCa µ COMP GOMPRESSOR o Oo,�•��.';4,-d GRN GROWN MOULD INCs CVAG CENTRAL VACUUM SYSTEM VINYL " " VINYL '�i'rra ��r ��� �1 . DBL DOUBLE 6'-4 1/2' 4' 0' 2'-11' 6'-6 I/2' 1 2 2 I (o'-6 1/2" 2'-11" 4' of �'-4 1/2' �'�� tr FL Lic. No. • 400��",, 64 Q DIAG DIAGONAL _ DR DDDR rREF f I O O I r — —R�F� Fred R,`Ghe. _ C DRY DRYER SPACE ' 2068 I I I I I I I 2068 m 1 ❑ 1 Q STORAGE - - � L - - - - STO}�,4C�E a I DW DISHWASHER ;n ' 1 _ r3� 5w - T T - -I t3� 5H _ 1 1 ;� • EB EYEBROW 1 � 8' CLCc OHC OHC 8' CLCD N c`� i U �� 2'-8 1/2" 3'-8" c" cv 3'-8 FL FLOOR LINE (MAT CIHANGE) `t �' WH UNDER I I I WH uN1 ER -4 O FLR FLOOR x6 STAIRS 5TAIR5 -' zx/o WALL FP FIREPLACE ,-�.--- �D ( 6� v______`I�- = X FR FREt�!CH DOOR r c`' 1 m STO I Sto `� N I r ' 1 3'-0" .8' � 1 FXD FIXED c 1 - 8' 3- - i, FXT FIXTURE 1 -14-_t__moi — ^ _ _ _ �1 I Q I� 3 I/2" I 42'H viz WALL 42"H viz UJALLda R 1/2 ----- , O GLS GLAaS ----- ' HB HOSE BIB m \ a POLUDER W CAP W cAP _ POWFI)r= q i m KS KNEE SPACE I / Aic I LAV LAVATORY 8' CLG r,,�p UP a' CLG w 3 ASC 0 ' �r I LT LAUNDRY TUB c� m i `oM�/ N VINYL w I I i U VINYL .JE 1�COMP� m m MRBL MARBLE C -- - - - - - - MG MEDICINE CABINET i R85 d'-I" 3ro'HR5- MIR MIRROR - 1 - - - WALL W CAP WALL W CAF' MTL METAL `;� i XWR OHC OVERHEAD GAB5 m 2o&a 1 SHWR 210ro8 OPNG OPENING A10 1 = (f z OPT OPTIONAL - R4S GLDTNES ROD and SHELF `� i 2 3'-I' 3'-3 1/2' 4'- " 4'-3" 5'-2 1/2" 2 2" 5'-2 1/2° 4'-3" 4'-0" 3'-3 1/2" '-1" a REF REFRIGERATOR SPACE �, I cn 1 I 4 <1 I � SD SMOKE DETECTOR 5DLTS 5IDE LIGHTSc" I 0 0 0 0 SGD SLIDING GLASS DOOR D m ``' -' m GRE AT RM I -I SH (2) SHELVES (QUANITY) c� SHWR SHOWER m i 8 CLCD G RE A T SOAP SOAP DISH r TB TOWEL BAR `4 i a' GLC 1 1U Cf� TPN TOILET PAPER HOLIDER r I I TBS TUB and SHOWER TEMP TEMPERED I i U TOP TOP OF BLOCK (CMU) I TR TRANSOM LUu U VOL VOLUME �1 0 to WG WATER CLOSET LINE of 3068 ENRTY 118 3052 gH 3052 SH HB 3068 ENRTY LINE of — CANTILEVERED I (ro -l0/12" HDR)) I I —CANTILEVERED WD WDWool) " - ((o -10/2' HDR) - - WH WATER HEATER iti �+ 2ND LEVEL L – – - – – – – – – J 2 I – – – – – – – – – J 2ND LEVEL cv cy WNCT WAINSCOT 10' 0. Al0 l0' �" WS WATER SOFTENER , cv WSH WASHER SPACE 4' CON7, SLAS 4' CoN SLAB I I I I I I I I I I I I El.ON i 12'-4" 12'_4' i 5' 0" 2'-6' ----- ------------�-------------------------------- -----------------------7- ------------- ' • 2" - C!� 10'-0' 4'-l0" 4'-l0' l0'-0' S'-:�" - JOBS: 055535 201-01 201-0" Z DATE. 2 -3-05 40'-O. D�'�lllN: GS Q SEPARATION WALL ISSUED: ❑ w U) REYf SED: W 11 I i � 11 W1St LEVEL FLCO� FLA11f411 1 /4 J /Q V 0 3 0 0 z m • © COPYRIGHT 2004 E51-051TO, CHEEK 4 ASSOC., INC. DESIGNER HERFBY F-XFRE55LY RE5ERVES HIS COPYRIGHT AND OTHER PROPI=RTY RIGHTS IN THESE DRAWING5. THESE PLANS, DE5IGNS AND DRAWINGS ARE NOT To 5E REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT5OFVER WITHOUT FIRST 05TAINING THE EXPRESS WRITTEN PERM1551ON AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC.. NOR SHALL THESE PLANS BE A55IGNED To ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PER I5SION AND CONSENT. 1112- 11IY 5- C&/dtL C)-, F UU Espos"Ito , r✓ r— Cheek z A 0 0 2 STORY MODEL 2 5TORY MODEL W ENTRY RIGHT ENTRY RIGWT -- z SEPARATION WALL C 401-0" Assoc . ,, 0- rLL_ 20'-0" 201-m" O Inc . 2'-r`D" S'-m" Im'-m" 101-01 S'-P>° 2,_O„ 0 L0 4'-0" 4'-0" 4'-0" 4'-0" 0 LU Architectov Z:)Q LU 4540 Southside Blvd, Qv suite 502 cn Jacksonville, FL 32216 0 4014- I (904) 641-6649 H 3�A' SGD R GGE55 }tea' SGD R GGE55 ' [��pp` �� A• .r ♦•e• 17�r = W 'ilp ( • Eel I I I 0-)„, _ r'. zA00..02664,,, ; Q HB I I W5 FL Lic. Noy Fred R, Cheek 0 • � It I SLAB I O I Ee 1. FOUNDATION 15 DESIGNED FOR AN A55UMED 4. HEIGHT OF ALL STEP-DOWNS SPOWN ON + MINIMUM 501L SEARING PRESSURE OF DRAWINGS ARE MINIMUMS and MAY VERY tr '+ d•” h "r 2,500 PSP. IT SPALL BE TNF CONTRACTORS AT 5UILDE-RS OPTION AS REQUIRED BY � I I I � I Q n RESPONSIBILITY TO VERIFY THAT THE SOIL SITE CONDITIONS WILL SATISFACTORILY SUSTAIN THIS LOADING. ff 5, VERIFY LOCATION OF ALL PIPING andI 0 2- (4') 2500 PSI CONCRETF SLAB W/ (ox/v CONDUIT5 REQUIRED BELOW SLAB. BEE I0/10 WWM OR !4'J 2500 1=51 FIBERMESH FLOOR PLAN FOR ALL PLUMBING FIXTURE CONCRETE SLAB OVER (o ML POLY- LOCATIONS. ETHELENE VAPOR BARRIER OVER CLEAN - COMPACTED TFRMITE TREATED SOIL (TYP) r+l �F 3. VERIFY LOCATION OF ALL INTERIOR LOAD SL SLP BEARING PARTITIONS W/ TRUSS ENGINEERING I \ ` L J fi I lK AWINGS and DR PROVIDE THICKENED SLAB.� AT ALL LOCATIONS (SFE DETAIL) 4— — I I J 4 MINIMUM STEP DN DISTANCE 1 I 3,-0, 18, r.— DETAIL/SECTION NUMBER.\� DENOTE 1DN GONG51_AB I I S DETAIL PAGE NUMBER I I i0 p D NOTES-SLOPE CONC 1 5LA5 I/S' PER FT (MIN) I CD ROOF TRUSS ENGINEERING WAS NOT AVAILABLE n, �n U PRIOR TO ISSUANCE OF THESE CONSTRUCTION I I v Z m I DRAWINGS. VERIFY INTERIOR ROOF TRUSS 1 I LU NGINEERING PROD5EARIUCED PECIFIGALLYNG WITH THE ROOF RFOR USS THIS PROJECT. I 7 Dan F I I_._ � .� — � � � � — — T �. ._.... — — — � I � ►ill t°;� �� ��151� c, � HtB H8 � � ��t � cv � ra'-4' NI cn -0 -4 tt (MIN) II (MIN) 31/211 66C) TRACK W/ L1 I I L _ CONT CAULK 5ED �v //nn m SLOPE GONG. V �v a t 1/S"/FT MAXIMUM City of Atlantic Beach JOBS: 055535 Planning and Zoning department This approval verifies compliance with applicable DATE- -33-05 m Zoning, subdivision e 2'-6" 5'-ra" 12'-0" 12'-61 5'-O, 21_51 develoment regulations, but doesrnot constitute DRAWN; G5 approval for the Issuance of permits. Compliance 2m'-O' 20'-0 with Florida Building Code and all other applicable ` 12-00 4 ° local, State and f=ederal permitting requirements Q 4< must be verified by signature of the City of Atlantic ISSUED: 40'-0' Beac ng PorngtOfflcia, prior to ow i8 Ma of• LU Approved try: v--f }�E Y f 5E D: W a t I ev opine = TA I L Data. rD —• � LU J I� I A2 1" = I'-Oil POU ED AT ( O�I I �4FLAN IIA 11 1 /411 = 11 - 011 __.� U Fq E7 _._ - � CITY O ,. E,ArH Cn Q ARCHITECTURAL i"IONOLITHIG M Q o AR 0 P005 z $ ► o BY: D © COPYRIGHT 2004 ESPOSITO, CHEEK d A550C., INC. DESIGNER HEREBY EXPRESSLY RE5ERVE5 HI5 COPYRIGHT AND OTHER PROPERTY RIGh1 ,.r;. E5E DRAWINGS. TTHESE PLAN5, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN PERMI551ON AND CONSENT OF E5PO51TO, CHEEK AND ASSOC,, INC.. NOR 51HALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRS STAINING SAID WRITTEN PERMISSION AND CONSENT. .www N Mumma ■ I