Loading...
Forsyth Court 1848 - 1850- • Q • �• W Esposito , r r— Cheek z O • ❑ 9 M4 14 LU z AL ranc .. is Cove ElLiplexes . Assoc . 0 U) , y . Inc . 0 Architects W m arsCourt, Beach • 4540 Southside Blvd, C uva oun ori a s vi2 C, ' Jacksonvinelle,, FL 32216 ❑ (904) 641-6649 Lu O z Not W . f w P -,I1, .. .,,'•,Q Drawing Index �� r FL Lic. No:r• NoC1U2� `3� Sht,No. Drawing Title Fred R, G�i�ek ' Al Title/Index A2 Architectural Foundation Plan A3 1st Level Floor Plan A4 Not Used Q AS Building Elevations (Y- A6 A6 Building Elevations A7 Roof Plan [Q U AS 1st Level Electrical Plan m A9 Construction Details :r X W z oil r V i Ar ON5 BuildingCode Summary Cl ABV ABOVE FLR FLOOR sDLTS 510E LIGHTS CODE ENFORCEMENT JURISDICTION: DUVAL. COUNTY PROJECT LOCATION t" � AG AIR CONDITIONER FP FIREPLACE SCaD SLIDING GLA55 DOOR AFF ABOVE FINISHED FLOOR FR FRENCH DOOR(S) $H (2) SHELVES (QUANITY) ZONING CODE:THE PROPOSED STRUCTURE COMPLIE5 WITH THE REQUIREMENTS OF CHAPTER (050, ZONING CODE FOR AHU AIR HANDLER UNIT FXD FIXED SHWR 5HOWER — RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM BUILDING HEIGHT OF TI-ARTY FIVE FEET (35'). O x 0061 BLOCK FXT FIXTURE T.E',, TOWEL BAP ��� r-LG CEILING GLS H05E T46 TOILET PAPERHOLDER tv Wind Speed Zonos cL� CEILING HB Hone BIB res TUB and SHOWEfZ ZONING CLASSIFICATION: �"' CHR GNAIiR RAIL K5 KNEE SPACE TEMP TEMPERED _.•. COFF COFFERED LAV LAVATORY TR TRANSOM 105 MPH 110 MPH 115 MPH 119 MPH MPH (WIND- 170 BORNE DEt3Rl8) Francis COL COLUMN LT LAUNDRY TUS VOL VOLUME WIND ZONE: COMP GOMF'RESSOR MREsL MARBLE WC WATER CLOSET � -- CRN MLD CROWN MOULDING MC MEDICINE CABINET WD WOOD FLORIDA $UILDING GODE-2001 EDITION FLORIDA BUILDING CODE - FUEL GAS: 2001 EDITION � , CVAC CENTRAL VACUUM SYSTEM MIR MIRROR WH waren HeareR FLORIDA BUILDING CODE - PLUM�51NG:2001 EDITION NATIONAL ELECTRICAL CODE: 2000 EDITION ' �.� U O U 1 P P51- DOUBLE MTL METAL WNCT WAIN5COT DIAG DIAGONAL OH OVERHEAD WS WATER SOFTENER FLORIDA WILDING CODE - MECHANICAL:2001 EDITION FLORIDA FIRE PREVENTION CODE;2001 EDITION � is�rrrmr�� � � � ��� 1'S'LL061t�L DR DOOR OF'NG OPENING WA^aH WASHER DRY DRYER OPT OPTIONAL DW DISHWASHEF2 Res CLOTHES ROD and SHELF A55EM5LY 15USINE55 EDUCATIONAL Ea EYEBROW REF REFRIGERATOR FL FLOOR LINE (MAT.CHANGE) S.D. 50AP P15H MEGANTILE RESIDENTIAL FACTORY INDUSTRIAL ` y s Y ' uL1SY his x 3 occupancy _ �' INSTITUTIONAL (UNREST) INSTITUTIONAL (REST) STORAGE Classification 0M i ROOF A55ML. HAZARDOUS MIXED OCCUPANCY +• N/A z t M (PER FBC 104.2.1.1) �+ F. INDICATES PRIMARY OCCUPANCY, 5: INDICATES SECONDARY OCCUPANCY ° ; JI u TYPE i TYPE Iv (P) TYPE V (UP) � � 1}� , Zl ;ut � � � � t, � 5� ` [ , o ROOFING SYSTEM: ASPHALT SHINGLE OVER HIGH SLOPE ROOF (4=12 OR GREATER) • Construction TYPE i i TYPE IV (UP) TYPE VI (P) I r ° ji 1 ; _ ' '' MATERIAL: FIBERGLA55 REINFORCED HVY .HJT' ASPHALT ROOF 5HINGLE TYPE III TYPE V (P) TYPE VI (UP) ����I T € I ' � �. Type ,� 1 � �r �� °; J050- 03453 W/ ONE !*APER OF UNDERL.AYMENT FELT. MIXED CONSTRUCTION �� d I €� I ar• tf %, ,? I,►t1° DATA: 12/g/03 P: INDICATES PRIMARY CONSTRUCTION, 5: INDICATES SECONDARY GON5TRUCTION 5; FASTENING REQ.: FOUR (4) ROOFING NAILS EACHr SHINGLE, PER 5HINGLE I �' - 1� 1 3 FfS,A3gYt St FiLIr i i S FN�; ,. P RA AWN: J Y"1/\ I'1ANUFACTURERS UJRITTEN SPEGII=IGATIONS SPRINKLED: YES NO FIRE DISTRICT: YE3 NO 1 Building Height APPROX HEIGHT AFC: 17'-4" MEAN ROOF HEIGHT AFF: [ `= w C1-IKD APP FLASHING REQ.: CORROSION RE515TANT METAL FLASHINGS INSTALLED FIRST FLOOR A/C: 2210 OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA �, CITY 0 , �lf3EAC ISSUED: ❑ T I HI T EIGHT (5). Building Area , r PER DE A L5, SEE 5 EE E GH g SECOND FLOOR A/C: Nq OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA Lu `� _ V) WIND RESISTANCE RATING: 110 MPH OR GREATER, AS PER A5TM D 31Cv1 (MODIFIED). TOTAL A/c: 2 210 OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA – I ` C Z 9 2003 REYISEp: W G=ARAGE: NA _ LANAI/PORCH: NA f� LU ENTRY: 10¢ 0 7 X41 Mikes TOTAL UNDER ROOF: 2,3ro2* Lot Area GROSS AREA: 000000 U UJINID ZONE LOGAT [ON �IAF PROJECT' LIES IN THE 120r,1PH ZONE. A�, .� � � I� � � O ! ! �" ,� z CITY OF ATLAi'JTIC BEAGF BUILDING f, Zr,;N NG O DEC 2 2 2003 ❑ • a COPYRIGHT 2003 E5P051TO, CHEEC f A550C., INC. r DI=SIGNER HEREBY EXPRESSLY RESERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGS 4T5 IN THESE 1DRAWING5. THESE PLAN5, DESIGNS AND DRAUINn5 ARE NOT TO 5E REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIR5T 05TAINING THE EXPRE55 WRITTEN PERP11551ON AND CONSENT OF E5P051TO, CHEEK AND 4550C., INC.. NOR SHALL THESE PLAN5 BE ASSIGNED TO ANY PARTY WITHOUT�FIR�T,, BT�� AID WRITTEN f�ERM1551ON AND CONSENT. Q Q � Q LU r SL.AE3 NO�'ESEspositoA B C , � I. FOUNDATION IS DESIGNED FOR AN ASSUMED 4. HEIG=HT OF ALL 5TEP-DOWN5 SHOWN ON r MINIMUM 501E BEARING PRESSURE OF DRAWINGS ARE MINIMUMS and MAY VERY h k z 2,500 P5F. IT SHALL BE THE CONTRACTORS AT BUILDERS OPTION A5 REQUIRED BY 3 MO 3 SDi�t MODEL DILL SATISFACTORY Y SUSTAIN N IFY THAT HIS LOADING, SITE CONDITIONS ENTRY LEFT ENTRY RIGHT 0 SEPARATION WALL 5. VERIFY LOCATION DF ALL PIPING and Q 2. (4')2$00 PSI CONCRETE SLAB W/ 6x6 CONDUITS REQUIRED BELOW SLAB. SEI= 10/10 WWM OR (4') 2500 PSI FIBERME5H FLOOR PLAN FOR ALL PLUMBING FIXTURE CONCRETE SLAB OVER 6 ML POLY- LOCATIONS. ETHELENE VAPOR BARRIER OVER CLEAN I I COMPACTED TERMITE TREATED SOIL (TYP) 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRU55 ENGINEERINGO'-4. a DRAWING=S and PROVIDE THICKENED SLAB Assoc At ALL LOCATIONS (SEE DETAIL) , �yl-�n 2�1—nM U- MINIMUM STEP ON DISTANCE Inc . 0 U- DETAIL/SECTION NUMBI=R 4- pENOTES-STEP DN OR I L.n 9 ��\\\� RECESS IN GONG SLAB DETAIL PAGE NUMBER 0 DFNOTFS-SLOPEw CONC SLAB 1/5' PER FT (MIN) ArchitueNcts 4540 Southslde Blvd. C suite 502 cn Jacksonville, FL 32216 (904) 641-6649 V 0 1 w Not III a F- —1 —1 e P �� _ f . . PROVIDE PVC CONDUIT PROVIDE FVC; CONDUIT- Z_� _ ♦� TO•AHU ,45 Ri=G2 f I I TO AHU A5 REQ I �,�' •'`, ti`s SL FL Lic. No. AAQ, '' Q Fred R. Cheek L # � W � �5L I I I sL. sz- l�� e Q NOTE I I I Q ROOF TRU55 ENGINEERING WAS NOT AVAILA5LE PRIOR TO ISSUANCE OF THESE CONSTRUCTION I I cYl q DRAWINGS. VERIFY INTERIOR ROOF TRUS5 f I L f SEARING WITH THE ROOF TRUSS ENGINEERING f PRODUCED SPECIFICALLY FOR THIS PROJECT. I I x I �- I I LL[ --4 o Z Q j uoL ca u 21 4' —0'-4" �I IINILt— _ _ L JOE50: 034153 0 HB D /g/03 DRAWN: JAX 10'-61 14'-10' 14'-10" 10'-61 I GH4<D: L ISSUED: o ��'-4' ✓'-4" W >�0 -a' REVISED: w 2 I I F— LU Q SEPARATION WALT. A 0 z FOUNDATION PLAN 11 . 011 0 0 ARCHITECTURAL MONOLITHIC Q COPYRIGHT 2003 E5P051TO, GHiEE< t ASSOC., INC. DESIGNER HEREBY EXPRE55LY RESERVES H15 COPYRIGHT AND OTHER PROPERTY RIGHT6 IN TI-IE5E DR.AWING5. THESE PLANS, DESIGNS AND DRAWING5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT50EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN PERM16510N AND CONSENT OF ESPOSITO, CHF-E< AND A550C., INC_ NOR 5H4L L THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. Q Q � rrr•r■r■ �� CW Esposito , Cheek z 0 M Q W H IF o v e El Lt I e x e 2 s12� a n c i sAssc . IL Inc . a O� Un 0 _ • 1848= 1850 Architects LouForsCourt� Beach 0 4540 Southside Blvd, C Duvalsuite 502 c_n County, Florida Jacksonville,Jackso v e, FL 32216 0 (904) 641-6649 Lu �,�►►111:11, +,. Z Not `/ '_; y r rj with J) Sign(i Drawing Index - . J x , Sht, No. DrawingTitle FL Llc. No. A,z'=564 9 Fred R. Cheek Al Title/Index 0 A2 Architectural Foundation Plan 0 A3 1st Level Floor Plan A4 Not Used AS Building Elevations A6 Building Elevations Q A7 hoof Plan ( U AS 1st Level Electrical Plan iii A9 Construction Details X W -� o � z A55REYIATIONS Building Code Summary ABV ABOVE FLR FLOOR SULTS s1raE LIGHTS CODE ENFORCEMENT JURISDICTION: DUYAL COUNTY PROJECT LOCATION AG AIR CONDITIONER FP FIREPLACE 5GD SLIDING GLASS DOOR AFF ABOVE FINISHED FLOOR FR FRENCH POOR(S) 514 (2) SHELVES (QUANITY) ZONING CODE:THE PROP05ED 5TRUCTURE COhIPLIE5 WITH THE REQUI(REiIEN75 OF CHAPTER 656, ZONIN5 CODE FOR AHU AIR HANDLER UNIT FXD FIXED 5HWR SHOWER RESIDENTIAL 015TRIGTS, INCLUDING MAXI1"fUM BUILDINCs HEIGHT OF THIRTY FIVE FEET (35'). ELIC BLOCK FXT FIXTURE T.B. TOWEL SAR (^� U�FIL ` CA55 CABINETS GLS GLASS TP.H. TOILET PAPER HOLDER -Duval County, Wind Speed one CLG� CEILING H5 HOSE 51B T45 TU5 and SHOWER ZONING CLASSIFICATION: v CHR CHAR RAIL K5 KNEE SPACE TEMP TEMPEFsZED COFF COFFERED LAV LAVATORY TR TRANSOM WIND ZONE: IPS MPH 110 MPH 115 MPH 119 MPH 120 MPH (WIND-80RNE DEBRIS) • " COL COLUMN LT LAUNDRY TU13 VOL VOLUME Francs CoTv ,i,,,��,',COMP COMPRESSOR MR5L MARBLEWC WATER CL05ET ---- {L. CRN MLD GROWN MOULDING MC MEDICINE CA5INET WD WOOD FLORIDA 1BUILDING CODE:2001 EDITION FLORIDA BUILDING CODE - FUEL GA5= 2001 EDITION u (J CVAC CENTRAL VACUUM 5T5TEM MIR MIRROR WH WATER HEATER DOL DOUBLE MrL METAL WNcr WAINSCOT FLORIDA 1BUILDING CODE - PLUM15ING:2001 EDITION NATIONAL ELECTRICAL CODE: 2000 EDITION Z DIAD DIAGONAL OH OVERHEAD Ws WATER SOFTENER FLORIDA BUILDNG CODE - MECHANICAL:2001 EDITION FLORIDA FIRE PREVENTION CODE:2001 EDITION ��_ �� � � �, �rorrx "5 � DR DOOR OPNG OPENING WASH WASHER 1 � DRY DRYER OPT OPTIONAL DW DISHWASHER RtS CLOTHES ROD and SHELF A6SEMI3LY BUSINESS EDUCATIONAL to Eli EYEBROW REF REFRIGERATOR MECANTILE RESIDENTIAL FACTORY INDUSTRIAL. � ••••• t ` I I /' � �'� � � � FL FLOOR LINE (MAT.CHANGE) S.D. SOAP D15µ otrpatrus " ' 1 �► Occupancy INSTITUTIONAL (UNREST) INSTITUTIONAL (REST) STORAGTE � Classification s�narirrx�s F fr RDD A55t'�il.�" HAZARDOUS MIXED OCCUPANCY •� N/A z 4 . 3r (PER FBG ,104.2.1.1) �+ F. INDICATES PR11"IARY OCCUPANCY, S. INDICATE5 SECONDARY OCCUPANCY "F I ti t a TYPE I TYPE IV (P) TYPE Y (UP) �k '• '` ROOFING SYOTEM. ASPHALT SHINGLE OVER HIGH SLOPE ROOF (4:12 OR GREATER) � TYPE II TYPE IV (UP) TYPE vi (P) �9 i $�" Construction TYPE III TYPE Y (P1 TYPE VI (UP) ;` a � „. �, Cn MATERIAL= FIBERGLASS REINS=ORGED HY11' WT ASPHALT ROOF SHINGLE N t £ I ��. ' r ` Type 1 , , JOE',#: 034153 llJi ONE LAYER OF UNDERLAYI"IENT FELT. MIXED CONSTRUCTION �� 1 I =w�= �` ,�:. ._ r z DATE. 12/9/03 5 1' • P: INDICATES FIR aTRUCTION 11`9ARY CONSTRUCTION, 5: INDICATES SECONDARY GON1 FASTENING REQ.: FOUR (4) ROOFING NAILS EACH 5HINGLE, PER 5HIINGLE DRAuJN: JAX 1�'1ANUFAGTURERS UJRITTEN SPEGIFfGATIONS SPRINKLED: YES NO FIRE DISTRICT: YE3 NO IF £1 I Building Height APPROX HE IGHT AFG: 17'-4' MEAN ROOF HE ICsHT AFF: 131-5- f a '.' 4 �, D ter~ S�TIG :YAG FLASHING REQ.: CORROSION RESISTANT METAL FLA5HING5 IN5TALLED • FIRST FLOOR A/C: 2,2100 OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA A W ISSUED: 0 PER DETAIL5, 5EE SHEET EIGHT (5). Building Area "� " ' ' �"� g SECOND FLOOR A/C: NA OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA x � '- LU SECOND WEND RESISTANCE RATING, 110 I"1PH OR GREATER, A$ FER ASTt-1 D 3161 (1 10DIFIED). TOTAL A/C: 2,210 OCCUPANT L CAD= NA MIN EXITS: NA MAX DISTANCE: NA � jai � � ���� LU CxARAGE: NA ' iREY15ED: _ LANAI/PORCH: NA 01/01/04 RL �-- ENTRY: 104 T 14. 21 Miles -- J TOTAL UNDER ROOF: i Q 2,362* Lot Area GROSS AREA: 000000 U W INZ) ZONE LOCATION 1 IAF NTS 1~'iROJECT LIES IN THE 120r"1PH ,SONE. APPROV D A Q r n7I :`ITI g(,AH $U11_D11jG OFFICE EB Q FILE COPY ° UCOPYR[GHT 2003 E5PO51TO, CHEEK d A550G., INC. 1' - DE5IGNER HEREBY EXFRE55LY RESERVE5 H15 COPYRIGHT AND OTHER PROPERTY RiGHT5 IN THESE DRAWING5. THE5E PLAN5, DE5ICBN5 AND DRAWING5 ARE NOT TO BE REPRODUCED, CHAWSED OR COPIED IN ANY FORM OR MANNER wHAT5OEVER WITHOUT FIR5T OBTAINING THE EXF'RE55 WRITTEN PERMISSION AND CON5ENT OF E5P05ITO, CHEEK AND 4550C., INC.. NOR SHALL THESE PLAN5 BE A551CsNED TO ANY PARTY WITHOUT FIR5T OBTAINING SAID WRITTEN PERM15510N AND CONSENT. s r� • Q SLAE3 NOTESEsrm%osito , X I. FOUNDATION IS DESIGNED FOR AN ASSUMED 4. HEIGHT OF ALL 5TEP-DOWNS SHOWN ON (A) B C MINIMUM SOIL SEARING PRESSURE OF DRAWINGS ARE MINIMUMS and MAY VERY 2,500 PSF. IT SHALL BH THE CONTRACTORS AT BUILDERS OPTION AS REQUIRED BY 3 5DRM MODEL 3 BDRM M012E z W LL 5A 1 RESPONSIBILITY Y 5UU5TA N THIS LOADING. SITE CONDITIONS ENTRY LEFT ENTRE' RIGHTChlutvk 5. VERIFY LOCATION OF ALL PIPING and 5EPARATION WALL 01 O 2. (4')2500 P51 CONCRETE SLAB W/ 6x6 CONDUITS REQUIRE=D BELOW 5LA8. SEE Q 10/10 WWM OR (4') 2500 P51 F15ERME5H FLOOR PLAN FOR ALL PLUMBING FIXTURE CONCRETE 6LA5 OVER 6 ML POLY- LOCATIONS. I I I ETHELENE VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL (TYP) 3. VERIFY LOCATION OF ALL INTERIOR LOAD �O,-�, rx BEARING PARTITIONS W/ TRUSS ENGINEERING 01 a DRAWING=S and PROVIDE THICKENED SLAB AsS C I U_ AT ALL LOCATIONS (SEE DETAIL) F-MINIMUM STEP DN DISTANCE 01 Inc . ODF-TAIL/BECTION NUMSER 4' DENOTES-STEP DN OR DHPETAIL RECESS IN GONC SLAB PAGE NUMBER NOT -SLOPE GONG v Lu SLAB 1/S' PER FT (MIN) ArchI It LU F I 4540 Southside Blvd, c 0100 suite 502 Cn Ja(904) 'lle, FL 641-f�t549216 Ip I -m" cLU a, INN- -ON a LU III I Q 14 — — J,_ PROVIDE PVC: CONDUIT PROVIDE FVC CONDUIT 3P. 1 ` ' '''� •• �_ TO AHU A5 REQ I TO AHU A5 REQ I •• Nc e aLP I i I 5>_FFL Lic. N�o:' +►0LD02Sb4 c Fred R, Cheek C HB'__ I ,� - �, I I ,� - I HB cv ♦ I LZ \� L/ l l III I -m" o 3 -m I I �--- NOTE !!! U_I - ROOF TRU55 ENGINEERING WA5 NOT AVAILABLE PRIOR TO 155UANCE OF THESE CONSTRUCTION I I m q lu DRAWING&. VERIFY INTERIOR ROOF TRUSS SEARING WITH THE ROOF TRUSS ENGINEERINGI I � PRODUCED SPECIFICALLY FOR TH15 PROJECT. I � � � } `*- I LLI 2) L 2' —1 -m'-Q° JOB*: 034153 0 T- HIB=r= DATE. 12/9/03 z HS DR,4l.UN: JAX I 0 14'-»' I4'-10" ISSUED:01 0 w C ) m -8" REVISED: W 01/01/04 RL �_- w J 5I*PARATION WALL Q U o z FOUNDATIONFLAN' 1/4 11 - 1 I y � II o ARCHITECTURAL i-IONOLITHIG • © COPYRIG=HT 2003 ESPOSITO, CHEEK d ASSOC., INC. DESIGNER HERESY EXPRESSLY RE5ERVE5 HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS, AND 1:)RAWING5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAININGS THE EXPRES5 WRITTEN PERM1551ON AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC- NOR SHALL THESE PLANS 5E ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. i I i 1 i i I i _Q a� G Essit / x r- - A (:B C Cheek z 3 f3pRm M012EL 3 8PRt� MODEL a ENTRY I-EFT 5EPARAVON WALL ENTRY RIGHT & In 40 5 0'-4' LU Z 25'-2' do " , " Assoc . ,,01 11 -8 1/2 2'-8 i00, 0 7 1/2 1@ 1/2 2 -8 11 -8 1/2 ILL 6'-@ 1/2' 5'-8" 5'-2" 5'-5 1/2' 2 2, 5'-5 1/2" 5'-2" 5'-8" 6'-0 1/2" p oe 00, 40 0 Inc . _ L0❑ AgArc h ifiew%Cts W 3052 5H 3052 5H 3@52 5H 3052 5H � — (6'-1@lia" HDRJ (6'-lmria" HDR) (6'-1@�ia" HDRJ (w'-lm�ia' HDR) ❑ I I I I 4540 Southside Blvd, C i I I I suite 502 cn - I © I - Jacksonville, FL 32216 ❑ 2x4 "2 5YP �z II 5 D #2 I O W I `i E F, I OWI �4� fR� I S E D #� I - (904) 641-W9 LU (aJ axl0 �a 5YP w/ 8' CLCD 8' CLCD 8' CLCz 8' CLCD " `� I a o / '/a' PLYwD FLITCH g -fir (X �4 ' i^ (�r 3'-@' I err W i. MATCH TOP of WALLS i a r 0 1 — — i N� l 5'-4' 3'-3' 3'- /2' 2' B"� 3' 3' 7'-4 1/2" 2 2" 7'-4 I/2" 3 3� `�2 S' 3'- 1/2' 3'-3' 1 el 4NN IV 00 .A GOND 1 �, /�{�� SOFFIT (51=1= SOFFIT DETAIL) ` �J 4@68 1 4@68 t IFrMI ��+ VINYL FINISH Q SEAM - cp (1)5H (1J5H _ G r AL EXPOSED — � p.. L E P ED ax/o TRIM W/ GHAI"1i=ER1=D EDCzE R 5 2065 i�l I nl 2063 1��5 • e r1x LURAP COLUMN 4 MITER CORNERS � 8 G a868 a8raa FL C. No. LCx FL FL 8 CL (ROUTE INTERIOR SURFACE OF -' - Fred R Ch@@k TRIM TO ACCOMMODATE P05T 5' 4' S'-�. I n W :0. rl 5'-�" 5' 4' �, I I I II I I �, BA5E ANCHOR) 2868 �I Iml -8' C G� ' cL� I Iml p I� 2aro8 �' L 4u T45 T45 U CP HB 4@rob INYL I INV -- c 40ro5 _ HB u�1 WH 1 I�\/ `n 01 I``?I I LUI�', I� EA % l WH 1 r WRAP wD P05T W/ (2) i ( i 1 p F` i I II1x4 4 (2) Ix(o WOOD TRIM r I� — L — U — J �I TOr 44 LUD P05T W/ POST Jt )TOR. 2x6 WALL 2xro WALL Q BA5E 4 CAP ANCHORS �' GLG (SEE ENCS) 2068 I 2mro8 iv 28ro8 0 cv 4@�8 4@68 QIL e BATH n T45 T45 BATH *2 2x8 TRIM W/ CHAMFERED EDGE WRAP 61 (X � I LUL � t� s 8 CLOY S CLG tp LL s m COLUMN 4 MITER CORNER5 (ROUTE = D cp '� 8 ti S 4 0 INTERIOR 5URFAGE OF TRIM TO r z 'b VINYL I VINYL 8 s rn ACCOMMODATE POST BASE ANCHOR) `r �' �' N 4 al. r _ — r — — — , �q a 0 DNC 0 Q DNC OHC O Q OHC _� 0 `a G . IN i=1N GRADE (VARIES) ctt _' — — — — — — — — - cittu la 0- —1 L-- 5E 3 �— - - - J L — ... — 8' CLOS REF oo WooD 8' CLCD a } ICITQ w/ H N I <ITCI-4EN m U- a' CLOY 8' CLG u ' oP VINYL 51NIC 51N< VINYL r to POST DETAIL 1 = 1 I . 0 � - - - - - = - - - - - - = I = _ _ _ _ _ = = = = = = -- u 8'W BAR LEAP 8"W BAR LEAF O at 42" AFF W/ at 42' AFP W/ 0 ;n 2x4 WALL BELOW 2x4 WALL BELOW ;n U 3' 2' 1@'-11" 2!,,,. 2" I@'-11" 3' 2" m La D ININr-;; r Ag ,= DINING Q 0 ' L 1 VING FD`'t'E1w2 I FOYER 1'ER c� VINYL S' CLCD 8' CLCD VINYL �N �NFL FL (2)3052 5H (2)3052 5H } (6'-101i2' HDR) } a I j ENTRY e LL LL 1211 NTS Q I I 4x4 PT e Cn +S 4x4 PT I CaCLCx +8 GL[Y � I P057 P05T I PM APV - - _ _ — - - - - - - -SM_ABV — J08#: 0341F23 — — — — — — — — — — — (2)3052 514 (2)3052 SHIlk DATE: 12/9/03 2" HB (Fi'-1@.lix' HDR) (ro'-1@ria' HDR)HB 01, 2.. D�:ALUN: JAX 2 TYFICAL OF TWO G1�1Cp: A9 155uED: ❑ AREAS W loe5'-4' 5'-@" 7'-4' 7'-4" 2" 2' 1'-4' 7'-4' S'-@' 5'-4' C/) 1@'-4' 14'-S" REVISEp: W o 15t LEVEL LIVING: 1105 10 01/0-1/04 RL 1--- 25'-2' 25'-2" 2rd LEVEL LIVING: NA LU J OTHER NA /Q TOTAL LIVING: 1105 ;pU 5EPARATION WALL GARAGE: NA D E F LANAI: NA Q o ENTRY: 52 * Z STORAGE 21 * o FLOOR PLAN 1 /4 — oil TOTAL UNDER ROOF: 1184 ;0 0 Q COPYRIGHT 2003 E5P051TO, CHEEK 4 A550C., INC. i DESIGNER i,IEREBY EXFRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT5 IN THE5E DRAWINCx5. THE-51F PLAN5, DE51GN5 AND DRAWING5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN AN-f FORM OR T-IANNER WHATSOEVER WITI-TOUT FIR5T OBTAINING THE EXPRE55 WRITTEN PERM15510N AND CONSENT OF E5P051TO, CHEEK AND A55OC., INC- NOR 5HA!_L THF-5E PL AID WRITTEN PERM15510N AND CONSENT. I I _Q Q s I� 1C Cheekz 0 0 LUz Assoc . , a LL 0 Inc . 0 U') /-\rchitects Lu o s 4540 Southside Blvd, c suite 502 CIO Jacksonville, FL 32216 p (904) 641--6649 w BRG _ MAIN 0 VINYL. WRAPPED BM F1-:11 177 1 � �T–_ � LTJ © � �❑ � — �, " W o ,r1 4x4 PT POST w/ APPLIED TRIM r.;.. (SEE DETAIL) CIO F1N F1rR _ MAIN m'-O' n F ��Ll geC C RfC-;HT 51DE ELEVATION 1 /411 = 11 + 011 � a � o � Q 'L m � � X L A B C > 3 3 BDRM MODEL1— ENTRY LEFTSEPARATION wa!_tr ENTRE' RIGHT 01 U _ co 12 111 � U � - � w _._._ _.. BFX'j MAIN 8'-1'i8' { VINYL. WRAFFED BM � F- - JOB#: 034153 4x4 FT P06T - W APPLIED TRIM DATE: 12/9/03 z (5EE DETAIL.) C DRAWN: J,4X FIN i'LR MAIN V-m' ISSUED: W CI] at BRGENTERIr N) Z VINYL. 51 D INCx RE V15E D 01/01/04 RL F- -- w l I I U SEPARATION WALL. C!) D E F 03 0 z 11 1 0 FRONT ELEVATION 1/4 = (G) COPYRIGHT 2003 ESPOSITO, CHEEK d A550C. INC. DESIGNER HEREBY EXPRE55LY RESERVE5 HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DE516N5 AND DRAWING5 ARE NOT TO 15E REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC- NOR SHALL THESE PLANS BE A55IGNF-D TO ANY PARTY WITHOUT FIRST OBTAINING 5AID WRITTEN PERMISSION AND CON5ENT. i I I Q rrMwr W Esrw%osito , X k z 0 0 W z Assoc . , LL. Inc . 0 o I Archit is V I 4540 Southside Blvd, c suite 502 cn Jacksonville, FL 32216 p BRG MAIN a'-IIf$, (904) 641-6649 o �❑ �� ■� _ �� _. - 0 VINYL WRAPPED BMW _ Not V,.., f J r < 4x4 PT P05T Peer Y f it ( J 0� Q W0 / APPLIED TRIM t �' fl- DETAIL) r� U _..... ....._____...__. -. __ (SEE DETAIL.) Wt l �l . h 1/ r—� I Lle r N z I _._....._.._........_.. ,��u �� - - 1A FIN FLR MAIN ®'_ra' FL Lic. No. AA0002W Fred R. Cheek VINYL. 51 D INC, LEFT 51DE ELEVATION 1/411 011 � a LL � o � co X tu B > 3 T�tO 3 5DR1'! MODEL. : 0 q ENTRY RIGHT SEPARATION WALL ENTRY LEFT � U F- - LU ox � -- u U- 12 12 4LL MAIN 8'-lira Va J05*: 034153 -- _ Z _-- DATE: 12/9/03 DRAWN: JAX FIN FLR MAIN 0'-0' ISSUED: W !n BREAK 51DINCx VINYL 51DINCx REVISED: LLJ at CENTERLINE 01/01/04 RL �-- W I I J Q U SEPARATION WALL. � EF a Q z 0 REAR ELEVATION 11 - 011 0 Q COPYRIGHT 2003 ESPOSITO, CHEEK s ASSOC., INC. DESIGNER HEREPY EXPRE55LY RESERVER H15 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THERE DRAIUING5. THESE PIANS, DESIGNS AND DRAWINS5 ARE NOT TO PE REPRODUCED, CWANGFD OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THI= EXPRE55 WRITTEN PERMISSION AND CONSENT OF E5P05170, CHEEK AND ASSOC., INC.. NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST 05TAINING SAID WRITTEN PERMISSION AND CONSENT. i I I • n Q �Irr �II�r� LU DECK PLACE SHINGLES A/V PLACE 5HINGLE5 2 OVER EAVEAND RAKE EDCGE5 fC3UT DTOGETHER _ TO PROVIDE DRIP EDGE DO NOT CROWD O n ALONG RAKE PLACE DRIP EDGE 2' MIN SIDE LAP ALONG RAKES CEME , r� ALONG FAKES,GEMENT ON TOP OF UNDERLAYMENT SI ANGLES 70 OTH f R IN A NT SNI ANDES To EAO 1 OTHER N ANT �( AND EACH OTHER INA �' ................ Esyp%o.^ito , r- ,,,,, 36" WI 4' WIDTH OF ASf=HALT 4' UIIDTI-1 OF ASPHALT DE UNgERLAYMENT IN9TALL>=p IUIT{-IOUT WRINKLES,USE ONLY ENOUGa 4 PLASTIC ROOF CEh1ENT •� PLASTIC ROOF GEMENT .�. NAIL5 TO HOLD UNDERLAYMENT IN �> PLACE UNTIL COVERED BY SHINGLES 'I \\ , NON-CORRODING ���� ,>`� NON-CORRODING O �'� h k z MTL SAYE DRIP �� �� MTL EAVE DRIP\ 00O TRIM W-11' FROM ��� � �100.- PLACE SHINGLES E � i OVER EAVE AND RAKE EDGES END OF FIRST �� r7�' TO PROVIDE DRIP EDGE w SHINGLE _.� �� �� z TRIM TA55 FRvM AsSoca ,ALL STARTER COURSE U- SHINGLES NON-CORRODING ST ART E R COUR5E FL.AGEMENT. 1/211 = P -0` F I R5T GCUR5E FL ACEI IE �1T 1/211 = ] I -Oil o - - Inc .METAL DRIP EDGE O SEPARATION WALL L() 4' MIN END LAP Q w rchib Cts ALONG EAVES PLACE UNDERLAYMENT Q ON TOP OF METAL DRIP EDGE UN D E RL.A*r'1'''1 E N T 1/2 " = 1 I - 'I 4540 Southside Blvd" w C 4.12 or GREATER SLOPE suite 502 � Jacksonville, FL 32216 C) (904) 641 X649 Lj ��ot VC, Ill/ to 121/ 11/2 to 12 ix ENTRY LEFT P A1C , s ENTRY LEFT R ,� 01 00 t0 11 1" t0 1/ A IL Sgnc . � N FL Lic. No. b02564 m Fred R. Cheek II 1 -011 ---� a 3 - 1 5H i 1�1C�L.E NAILING >� LL Fj Li Li w WALL SHEATHING � � l � � T �-E X XD � EXTERIOR F1N15H r_ I -- � � � OVER AIR INFILTRATION BARRIER ( 5EE DETAIL) L. 1.1-- � a L, }_ r r METAL FLASHING + U ' (NAIL TO ROOF DECK r u i NOT WALL. SHEATHING) �r CAP SHINGLE - DO NOT NAIL y►� INSTALL WITH ROOF C;F-MENT LU ROOF✓ GEMENT a SHINGLE R-30 BATT INSULATION 16' FI5ERGLA55 SHINGLE 12 ROOFING OVER .� 15" FELT OVER -111((2' 051^3 SEE ELE✓) OVER PRE-ENG WO 1 TRU65E5 024' OC r INSULATION BAFFLE 311 � 11 � � 11 PETWEEN EA TRU55 I �/n WALL_ FLA5�---� � I �� (SEE CLIP 0 EL T5) �� JCB*: 034153 V (SEE aTRUCT. DWCxS) (2) 2x416 PLATE 02 SYR 17 DATE: 12/9/03 _ ALUMINUM DRIP OVER DRAWN: JAX VINYL CLAD 2x6 FASCIA Ga-4ICD: 1/2" TYPE "C" FULL VENTED VINYL SOFFIT I I -- �'�- w GYP 13RD 0 C1_G 5ET IN CHANNELS PER MANUF. SPECIFICATIONS 16"; W 112" GYP EBRD 01101104 RL R-13 BATT INSUL VINYL LAP SIDING Liu OVER TYVF-< HOMEWR,4P SEPARATION WALL OVER 1/16' 055 OVER Q 2x4/6 5PF 5TUD5 6 16' OS D E F U v� II I II A O CCF FLAN -3/1 e 1 � 0 z i 0 0 © GOPYRIGHT 2003 E5P051TO, CHEEK t 4550C., INC. DE51GNER HERE15 ' EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHTS IN 7r-IE5E DRAWINGS. THESE PLANS, DE51GN5 AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED N ANY FORM OR MANNER WHA750EVER WITHOUT FIRST 05TAINING THE EXPRE55 WRITTEN PERM16610N AND CON5ENT OF ESP05170, CHEEK AND A550C„ INC_ NOR SHALL THE6E PLAN5 BE A55IGNED TO ANY PARTY WITHOUT FIRST OBTAINING 5AID WRITTEN PER`115SI0N AND CONSENT. ' i. I • rte■ 1N �.�.■ LU n NOTE ES S'l t 0 i FAN/LT COOM50 INSTALLED 0R5ELL Q (5UJITCH TO OPERATE TRAN5FORNER IN D LT ONLY) HVAC CL06ETCheek 3 eDRm MODEL 3 8pgm MODEL 00 ENTRY LEFTSEPARATION WALL ENTRE' RIGHT 0 Z I I � AsOuu ■ v Inc . ELECTRICALLE(:-;END ' I I Ln 0 110 VOLT DUPLEX OUTLET-WALL MOUNTED Architvr%ctsLu Lu _4;�c 110 VOLT SPLIT DUPLEX OUTLET-SWITCHED LLJ S,Qc 110 VOLT DUPLEX OUTLET-WEATHER PROOF i ■ �] �- 1, 4540 Southside Blvd. a 110 VOLT QUADPLEX OUTLET-WALL MOUNTED suite 502 (PREW RE FAN) (PREW RE FAN) Jacksonville, FL 32216 p 110V DUPLEX -GFCI OUTLET IIPV DUPLEX -GFGI OUTLET-SWITCHED �� LT LT /� REWIRE \ / (PREW RE FAN) ► � SAN) \ / ~ � 110V DUPLEX -AFCI OUTLET r, � f., {� 110V DUPLEX -AFCI OUTLET-SWITCHED WP J J � u. oc 110 VOLT DUPLEX OUTLET-FLOOR MOUNTED U \ r li \ / WI�I^l� I.'y," �'`' , �4vUj Q 220 VOLT OUTLET-WALL MOUNTED -7 0- TELEPHONE OUTLET �, /, -H- SWITCH y W � ■ � FL LIC. NO. AA00564 - - r-- 71 - Fred R. Cheek SWITCH-THREE WAY S I I jh / a SWITCH-FOUR WAYj - / J i 7 �- SWITCH-DIMMER r - - o-� PUSH BUTTON SWITCH / - - DOOR BELL CHIMESLL O-I CABLE TELEVISION OUTLET -- /- s» / ;\ 1 sD SPEAKER LOCATIONI s f `, 5Do 'q LT �<: O ° I11 _` - j LT114 F-( LIGHT FIXTURE-CEILING MOUNTED (PRELUIRE FA I I REWIRE FAN) jLIGHT FIXTURE-WALL MOUNTED \ / j r ~J (� � j I I� ( j LIGHT FIXTURE-CEILING SUSPENDED c+- r ® LIGHT FIXTURE-CEILING RECESSED I 0 LIGHT FIXTURE-RECESSED EYEBALL m I 5) CEILING FAN _ _ m_ \ IFyl_ � U SMOKE DETECTOR-CEILING MOUNTED EXHAUST FAN 1 d) EXHAUST FAN/LIGHT FIXTURE COMBO FLOOD LIGHTS-DUAL HEAD / LT LT \ 1L U (PREWIRE FAN) (PREWIRE FAN) .� ELECTRIC PANEL / �� /� �\ //> \ LLI / I \ NOTE" ALL WIRING IN iCal STRUCTURED WIRING PANEL / - dJ i 5EDR001"f5 70 BE QUICK DISCONNECT J � PER NEC 7002 / ARG FAULT PROTECTED. SECURITY <EYPAP LOCATION 6-1 l i WP I I I i I I • ❑J JUNCTION 80X LOCATION ~ I I J05*': 03413 z FA FIXTUREI X4 ALLOWANCE L ORE5GENT LIGHT FIXTURE - - _ _ - - _ - - �_ CEILING MOUNTED �- - - - - - - - - - -., _� - -� DATE= 12/9/03 DRAWN: JAX 2'X4' FLUORE5CENT LIGHT FIXTURE CEILING MOUNTED C1--11�D: ISSUED: 0 I I w RE\/ISED= w 2 01/0-T/04 RL F-- I Q U SEPARATION WALL Q E FO O z Q ELECTRICAL FLAN 1 / ►I 1 _ SII o GO COPYRIGHT 2003 E5P051TO, CHEE< d A550C., INC. DESIGNER HEREBY EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT5 IN THESE DRALUIN55. THF-51F PLAN5, DE61GN5 AND DRALUING5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT60EvER WITHOUT FIRST OBTAINING: THE EXPRE55 WRITTEN PER` I551ON AND CONSENT OF E5PO51TO, CHEEK AND 4550C., INC- NOR 5HALL THE5E PLANS BE A55ICsNED TO ANY PARTY WITHOUT FIRST OBTAINING: SAID WRITTEN FERM165ION AND CON5ENT. r j r. _ 1 I � a o . . . 1-1,, n Esrq%osito ,F-01 r— Z ' 0 Cheek 0 W z rX ASSOCl / LL. Fire Resistance Ratings - ANSI/UL 263 Inc . o a B Design No. 0336 W December 06, 1996 Architects U ATTACH METAL TRACK TO DECK OF SEPARATION WALL PLYWOOD SHEATHING Exposed to fire from separation Wall side only 0 PRE-ENG WOOD ROOF TRUSSES Nonbearing Wall Rating- 2 Hr W Rating I Finish g- 120 Min 4540 Southside Blvd, 0� suite 502 cn SEPARATION WALL: (Max Height - 441t) Jacksonville, FL 32216 C) (904) 641-6649 W 1. Floor,Intermediate or Top Wall-2 in. wide channel shaped with 1 in, long legs F--- formed from No. 25 MSG galv steel, secured with suitable fasteners spaced 24 in. OC. 2. Metal Studs- Steel members formed from No. 25 MSG galy steel having "H" -shaped "FLAME CONTROL" 10-10 flanged spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in. J INTUMESCENT COATING 3. Gypsum Board* -'Two layers of 1 in. thick gypsum wallboard liner panels, supplied in �,� \'" f1'!�f SPRAY APPLIED TO „ ' UNDERSIDE o1" DECKING AND nom 24 in, widths. Vertical edges of panels friction fitted into H -shaped studs. .� . �,f TRUSSES, 4'-0' MINIMUM CANADIAN GYPSUM COMPANY- Type SLX. ✓ Ut I . w ;� w HORIZONTAL DI5TANCE FROM c= �; ALIGN TRUSSES WITH INSIDE EDGE U�.��'�ar��, � �r �._ BOTH 51D1=5 OF SEPARATION r V aF FRAME WALL UNITED STATES GYPSUM CO-Type SLX Y r- - - - .--... C • WALL � n � USG MEXICO S A DE C V- Type SLX. t', / FL Llc. NaJ. J_J'0J x `�X ;(�I' PROTECTED WALL: (Bearing or Nonbearing Wall) Fred R. Cheek'��"+ 4. Wood Studs-Nom 2 by 4 in, max spacing 24 in. OC. Studs cross braced at mid-height where necessary for clip attachment.Min 3/4 in. separation between wood framing and fire separation wall. or %" TYPE "C' GYPSUM WALL BOARD 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 R-30 FIBERGLASS 5ATT IN5ULATION 'THERMAFIE5EiR' INSULATION FIRE BLOGICING nails spaced 8 in. OC. Vertical joints located over studs. (Optional)Joints covered with Q AS REQUIRED paper tape and joint compound. Nail heads covered with joint compound. 6, Attachment Clips-Aluminum angle,0.063 in. thick, 2 in, wide with 2 in, and 2-1/4 in. .063" U5G ALUMINUM ANGLE CL IPS �. ` ` r- legs. Clips secured with Type S screws 3/8 in. long to "H" studs and with Type W screws � Q SPACED A5 REQUIRED 1-1/4 in. long to wood framing through holes provided in clip. ( U �j • .. r� GA. Clip placement(Item G) for separation walls up to 23 ft high. Space clips a max of 10 ft OC vertically between wood framing and "H" studs. tu 613. 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 a max 5 ft OC X Ill vertically between wood framing and"H" studs. (� ._.1 *Bearing the UL Classification Mark —A z c� LU 6 A Q m4 Lam— 3 z GYPSUM WALL BOARD OVER ._. }-- R-11/19 FI5ERGLA55 BATT INSULATION 2X 025PF WOOD 5TUD5 & 16" O.G. 2 4X ta-i I" AIR-5PAr—E, BOTH 51D1=5 (3/4" MIN.) 4 $ A v U_ v ATTACH 2' METAL TRACK TO GONG SL,45 W/ "PASLODE' OR EQUIv ANCHORS L� cfJ at 24' O.C. MAXIMUM 2X SILL PLATE W/ FOAM SILL aEAL AGOU5TICAL SEALANT, BOTH 51DF-5 r; 2' "USG' H-5TUD . o A ° 2x4 5TUD WALL a o Q j JOB#: 03413 v a C 4 4 < ----VINYL SIDING OVER APPROVED DOUSE WRAP DATE: 12/9/03 � DR14LUN: JAX EXTERIOR SHEATHING ot+ SEPARATION wA!-!_ _—_—_-------- CI�ICD: — - 2" "USG" C-RUNNER " AIRSPACE \ [YINI ,ti 79Xof SEPARATION WALLISSUED: CONCRETE GRA D+ B*AM W SEE FOUNDATION PLAN 3/4' MINIMUM) JFIE VISED: W SECT I ON A-A 01/ID7/04 RL 1-' 1/2" GWB W J I' "USG" GYPSUM LINER PANEL /Q V (SEE SEPARATION WALL DETAIL THIS SHEET) EFARATION WALL DETAIL III = 1I .. 011 T I INTEF�5ECTION N.T.S. a 2 _E Z 9 9 O i (_0 COPYRIGHT 2003 E5P051TO, CHEEK d A550C., INC, DESIGNER HEREBY EXFRE55LY RE5ERVE5 H15 COF"TRIGsHT AND OTHER PROPERTY RIGHT5 IN THE5E DRAWINGS. THE5E PLAN5, DE51GN5 AND DRAWING5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT50EVER WITHOUT FIRST 05TAINING THE EXPRE55 WRITTEN PER'1155ION AND CON5ENT OF E5PO51TO, CHEEK AND 4550C., INC.. NOR 5�-IALL THESE PLAN5 5E A56IGNED TO ANY PARTY WITHOUT FIR5T OBTAINING: SAID WRITTEN FERM156ION AND GON5ENT. I I i I Tx-15 DOCUMENT 15 AN � � p � Ir�ISTRUh'fENT CSP ENGINEER'S SERVICE QI 0 Q FGR OTHER5 FOR CON- a) � 2 9TRUCTION OF PROJECT LU fL/ A5 TITLED BELOW. ZINFORMATION DERIVED Qcaoz ::3 FROM THIS IN5TRUMENT w -1 0 z V CAN NOT BE UwED FOR, z LU LU 111 S ci F- I� OTHER WORK5 UNLE55 _u ;w cv LU AUTHIORIZEDr' THE ENCxINEEr2 UJ f, Q 0 � INFRINGE`1. NT OF LECsAL o LU 13 91 111 w Q10 RE` DE3GRIPT(ON1 1- z 1 1-21-04 a.E.R z! � Q F U c LU 2 � LU 3 _ 25'-2" 2 '- " o? IOU p 04. LU_ Y !� X111 5WgiiJ WE - _. _.._ -... - - - - - - - - - __ — _ _ - - - � r - - � - — _. __ � __ — _ - - _ — _ - - -- _ � I �T I I I I I LU L= _ I I 1 I I I I al I I u = "8u I 5T2 I I 5T1 I all `�I I I o ;� x 1 I I Uj 73 0 4 „ Builders I —'k el 4" I I I ' , 4° G el ; ; -,, z First�ource P ,- �) I t Q V - Ul - of Jackaonviilr z-'- 3 , .9 9 - ---- ------ til r m m ♦ F'ROYIPE PVC CONDUIT ( ± t'ROYIDE PYG CONDUIT ♦'� ''� 4" CONS I +�*•� TO AHU A:5 REQ I I t0 AHU.49 REQ � � I 4.. CON I I I � � o ..:.,. SAAB r n �I _J I � _j m I I II II nl T .. x I ( I I I I I li i 111 a U � • .. I I II N F- ti _; ___ . �_--r F---„ , �_ L 6550 Roosevelt Blvd. �. I --r , '� ! n., _ h � Jacksonville FL 32244 a I I r I I I I I r I I t`w t �� I x m Tel 904.772-6100 IF - A , CON G I I I I 4" SONG r_--� 1- -I-�' _>._..- _.. u-I --� ��-�y m x 1 , . 1 I I . 1 1 a � � � �) Fax 904.317-2835 J �>_� I I I I I 51-48 m ,��----31.011 % 4 L0_ I I I � I ,Y � LU amu, Y I A I I E I - I ---, I CONC. s R�INroRCED / I I I 4 CONC. SAB REINFORCED w/ I _____.I _ CJ FEITHER sera 10/10 L"'I OR EITHER rox6 10/10 W"u'1 OR �_ - 0 1 I FIBERME5H ON 6 MnL vAPOR I FIBER'1E5H ON 0 MI;. vAPOR I I BARRIER OVER TERMITE TR ATED, I I 3ARRI=R OVER TERMITE TREATED, I V X (a GLEAN, COMPACTED FILL. i i GLEAN, COp 1PAGTED FILL. V (L 5T2 I lu 6 lu I --------- 2) H515 a 703 TO TOP e- W/ I I I I AT OF�ENIG5DUBE (2)O/G. LUOOD Tis ROD5 a ©O C w/ tVI I I2 I ( I MTS!2'5 a T03 TO H.�.rZ E AT OPENI NG5 USE (2) o o V 5T2 I MT512'3 a T03 TO HDR V s X HF I I I S/1'0 I CJ V N I 5T2 I I 5T2 i r ra VI L _ _ — — _ I I I — _ � u 1 I I I I r - - - C2,2x$-I/3 rZ)2x8-1/3 1 qC()do X 0 p VI U �� z X r-•- I �� (z)r-8 5 a TO"2 TO TDP fE u�/ (2) H515 a TC2 TO TOP P_ W/ o �` X Z , x " 5T2 0 I 11JOOD*Tis ROD5 a 4' O/C. WOOD'Tta ROD5 a 4 O/C. �� f1 �} 5T2 I ¢s11 LABG I 5T2 I I I 5T2 I 4 sL45 I iA I AT OPENING6 U5E (2) AT OPENINCxs USE (2) - - -- -- - - - - — I � _ _ _ - - _ - J L ,— _ _ �� I � —_ 1 SB44 a COL. BABE MT5,2'5 a T02 TO HDR. MT512'5 a T02 TO HDR � G544 a COL. 5ABE I i � � u I n I cv „ ,1 )_CCLL_�COLTOr_-- __--GGLL -COL, TOP� I u u m __ _ -=----- ----------_ ----� VI w 2 JJ'x20 x C� UJI �. �a x2G� x,ry W! - 0 0 -A VI 2-"4'S BOTH t HS rata 2-'4'S BOTH r2,1x1(d 5W2 SWC T 5W2 © � X " ranxl0 �- .*C o LUAY5 (TYP) WAYS (TYP) (2)t-^15tA24'S a END OF lu V rj U1 10'-�," 14'-10" 14'-10" 101.6° 2X12 HEADER C2)h'ISTA24's a FEND OF � = V 5T2 ST2 2X 2 HEADER. El Q z SY w U w II - 10 00z z LL 1­_ �u � u-01 O tZTr� m z O w ;JT`( () � m a JAN DRA UN BER I (X 0 CHECKED LAP I 0 SCALE 3/1ro DATE 1-8-04 STRUCTURAL ENGINEERING FOR USE 'WITH 3J05 NO. J64513 TRU5SE5 BY >EUILDER5 FIRST SOURCE. LaQFT. 23 8 j MND ZONE PRE55URE5 M5TA 5-RIES 5TR,4P5 CANNOT BE TWISTED. THEY COMPONI;NT9 4 C✓_A.PDlnG P ssuKE8 - IN I� nes PE MAY BE APPLIED FLAT AND/OR BENT To 1PN' ENP-ZON56 1NTERIOR-20NEB ro essional ngineer AREA CONFORM/ACCOMMODATE 1REC.zUIRED (s/F) Pah, (+• NF-Cs. r- Poa, (+� NEG, r Licens',NY 21475 APPLICATIONS, BUT TrEY MUST NOT BE TW15TEEJ. 0.20 or 34.0 42.8 34.0 3ra.2 USE MT5- or FITS-5ERIE5 "TirU 5TED 3TfRAP5" AT 20"50 mf 32.5 40.rro 325 35.1 Builders FirstSource PAD T-OOTINCx5 UP TO 30"xa©" 5HOUN AT T;-iE FOUNDATION-EDGE i•"AT SE OMITTED IF A 5TEM-LU,4LL FOUNDATION 15 USED IN LIEU O>: A 1 IONOLITNIC FOUNDATION_ PAD FOOTING5 LAFr_iER THAN 30"x30" ARE REQLiRED LJIT44 EITHER A 5TEM-WALL OR MONOLITNG AP'PLIGATIONS WHERE TWISTED STRAPS ARE 50-100 of 31.4 37.5 31.4 33�a of Jacksonville FOUNDATION. ,ADDITIONALLY,, WHEN A PAD FOOTING 13 RE=IRED WITH A STEM WALL FOUNDATION (e 30"r,30"), IT NEED ONLY 5E PLACED EITHER BELOLL'-GRAt IE FOOTING OR IN THE SLAB, BUT NOT IN BOTH LOCATIONS U`�LE55 SPECIFICALLY NOTED ,A5 BUSH. REQUIRED. � !00 mf 30.0 35.5 30.0 32.5 CA Number 00008494 1�9,nph, 651ta,.55GC.�,,z TO 90" WOOD,Tle EGEND PLAN NOTES CONNECTIONS NOTE THAT CERTAIN WOOD•Tie RODS MAY BE DELETED FROM TH15 PROJECT BASED ON THE FOLLOWING: NON-LOAD, BEARING WALL5 1) 5EE SHEETS 5T1 AND 5T2 FOR ADDITIONAL STRUCTURAL N07E5 AND CONNEGTOiR MFT{-ID:J OF 4TTAGI�MENT r 'I>%�,. END-ZONE SOMPONENTS s -THAT ARE NOT SHEAR-WALL DO NOT REQUIRE WOOt✓yTle ROD INSTALLATION. '!;ACLS THAT HAVE BECOME LOAD BEARINCs OR EXlSTfNs (2) 2xry-1 / 2 <- HEADER/PEAM CAL( -OUT DETAILS. MSTA13 (141 lOd Gammons/Tota(. ' CLADDING PRE55?iRES APPLY LOAD BEARING :JALLS WITH aDDITfONAL LOADIN�z MUST HA'✓E WOODsTt ROD5 IN5TAL LED ^" I � 2) TH15 DR•A'WIN CONTAINS SPECIFIC INFORMATION ING�.UDING PUT NOT I SFEET O FD_LOWS: G r TO W NDOWS d DOORS IN M5TA24 (fro) 0d ,.ommons/TotaP- �- NUMBER OF KiNCx STUDS EACH SIDE OF OPENINCs LIMITED TO ARCHITECTURAL ELE1"1ENT5 AND DIMEN510N5, THAT 15 ; -' HIGIHLIGHTED 4RE45 - TTP. O/C WOODiTIe ROD TO RANGES NUMBER OF JACK 5TUD5 EACH 5 DE Or OPENINCs PROVIDED BY OTHERS. BUILDERS *'IRST 5OURG OI* JAGK50NVIL1 E, INC M5T48 (48) 1Qdx1-1/2 /T,tal. THE X DIMENSION ILLUSTRATES ROOF T_RU55 UPLIFT (LE�5) 1.000D*T's ROD(5) EXTERIOR 51ZE OF HEADER MATERIAL DE5iGN CENTER (BF5DC) 15 NOT RESPONSIBLE FOR THE ACCURACY OF G51ry (28) ad or (22) 10d Commons/Total_ THE MEASUREMENT OFF THE , ++TOLERANCES THIS INET =OR�'IATION PROVIDED BY ANY OTHER SOURCE. � = a0-1000 RO:.(5) a 4' O/C (INTERIOR) OR ro' O/C (EXTERIOR). SHOULD NOT NUMBER Oi= PLIES iN HEADER I aPH4/G/8 (12) '04x1-!/2". CORNER OF CORNER OF THE HOUSE �JHER"- 1*1001-201( ADD (1) ROD ADJACENT' TO TRU55. ,_�1 X 3'r O'�RRI1�E ALL ExT3=RI R HEADERa ra�2M6-1n ",INLESS NOTED OTHERUJISE 3) ALL REQ'D 5-=4RING LENGTHS 5HOWN ON TJ-5EAM 5OFTWARE OUTPUT MT5!2 (14) 1md CommDns or I(�olxl-1/2"/Total. HOI.SE END-?ONE (NOT 9P�T-ZONE)"2011 4 GREATER CONSULT RE51GN CENTER. 3 0 HA'/= BEEN CONSIDERED IN THE DESIGN OF TH15 STR+_+GTURE THROLGI a A HTSfrD (20) 104 Commons or ('24) 10dx1-112"/Total. (TYP) PRESSURES SHOD!D BE USED. Of 11)000 TIE ALL INTERIOR (HEADERS (2,2xo-1/1 UNLE55 NOTED OTb-ER'W!5� r >* IN_TERf� Cx'JIDELINEa DES'.xN GEARING VALU�. ADJUSTMENT ANDiOR THE ADDITION OF B�ARINCs LGT2 (141 '64 5ir,kers/Each to Truss and Stud GDlumn. - ' OUTLINED PROPERLY RATED OPEN WEB TRU55 HEADER MAY BE 'USED BLOGIC5. MGT (22) 10d Gommors to WcU od Member - 5/5" diameter or Larger Threaded Rod per Accompanying � I��,� "� UOC�D+Tie ROD LOCATION• IN LIEU OF SPECIFIED HEADER Xr 2 _0 _ PELoJJ Nous on Page 5i. X 2 -© % ANY 6-EADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESiCxN LC7ADS PGT-2/3 5/8" diameter or Larger Threaded Rod per AcDOmpanying Note on Page 91, RO�5 LO..ATIONS ARE FOR ,.EMON3TRAT'ON PURP05E5 ONL-r AND DO NOT R>EFL^-GT AN EXACT ROD LOCATION. UN _ PGT-4 5/S" diameter or Lar �r Threaded Rod per Accom an in Nous on Page a!, ^ g. L�A...__ TRAL OADS- r _ b p r' -- ,-� r* - - •- LE55 ( pTED A. GRAVITY I oay= L g , p P y g g OTHIERWISE PROPER O!C SPACING (4-0" INTERIOR, ro'-Q" EXTERIOR) SHOULD BE FOL(_OWED. IN ADDITION, ROG5 SHOULD BE LOCATED AT 5U�' 5HEAzl 4L L SEGMENT - REFER TO DETAIL F/571 ANDi0R D/DTI ROOF L04D TOP SPORD..-L L=20P5F: DL=7PSF WIND LOAD - 120 MPH ,HTTIv (18110 d Sinkers to Wood Msr-,osr O/8 dlrraster or Larger Thrsaosd Rod per Accompanying GGr�,NERS, PLATE HEIGHT CHANGES AND AT EAGN END OF EACH SHEAR L'J.4LL (UNLE55 REPLACED ".JITF� APPR'C�VED HOL D-GOWNS PER i BOT Gl- ORD_l 1.=10P5F DL= PSF SEfgMIG ZONE - 1 Note on Page S1. �s�4R�� p_����es�,� ��yn1 ;°�� � :+� I DETAIL E/5T1). ROD5 t,HOWN iN CORNERS MAY BE LOCATED? TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTR.JCTED CORNER P05T OR APPROXIMATE WOOD T1s LOCATION FLOOR LOAD DL-15 P5F HTT22 (32) !rod Sinkers to Wood Member - 5/S" dimaeter or Larger Threaded Rod per ADGOm an In ���,�, :� 5EE '.IY�OD�T1a 9 GTION. LL a 40 P5F Note Dr1 Pd B 51, � P P y g OTHER SOLID FRAMING, g ' a •,- _ �� Builderswoo&-&w► � ( aay ` h� ` BuildersS er s" � w Builders Lu amber WWI 00-rk� 61Builders ���i�vu hoc r W1lfc;,-ncy"ly, wPo , � V�nyL Bath-, T3�owv�, 4r Fo%� ders � Builders � �, �u�lders .;., r r, FirstSource , '� FlrstSource �,r�t�/ - �FlrstS�urcert�' FlrstS�urc���'l�lryii FlrstS�urc�W rte. �t.�i FirstS�urc� W AFI stS�u c�� [.#-Vii _. t i - ! Th15 DOCUMENT 15 AN UA W IN5TRUt'-1ENT OF � 0 Q ENCxINEER'S SERVICE FGR OTHER5 FOR CON- uIl U 5TRUCTiON OF FROJECT A5 TITLED BELOW, Z INFORMATION DER /ED D FROM T45 INSTRUMENT rr - U CAN NOT BE U-5-FED FOR OTHER 1ORK5 UNLE55 AUTHORIZED BY THE z Er CGINEER UJI"`I-40UT p INFRINGEtIIENT OF LEGAL U - OL iRlf-QTS, o Ujo U.- RE` DE3GRIPTION z 1 1-21-04 B.E.R. 2 - LLI _ 00, LU E- S!!J 5W se jVr - - - - - - _ _. ..._ _ ._. _. _.... - - _ - - -- - 7 r- - - - _ -.._ .._.. _ - - - - - _ _ - .- - - - _ - - I Ia��ft] I I I I FT111 -5- 11 Z I c� i B■ i 2 ! I 5r2 I all I I I d tL X _I III i I I ia C4 Builders Q1 4" COLI: I I I I 1 4" FirStSource ' 6L A� 61.Aa ' I , r ` CrilJ I I I I I �I ; I I n A U A 111 ( of Jacksonville - - ---- ---- - M m m PROVIPS PVC CONDUIT I I I PROVIDE PVC CONDUIT ` J ■ r`" I ♦ {� TO AHU As!�Q I I TO,ANO ASO REG2 ♦ ( "` lr 4" CONG 1 .� I 1 r• �,�� CONr' ' SL 45 { *4l, `� 1 51 A5 ' - r _J ! � I I I �I� I .,_ 1 ! ! 1 Itl II i t I �•I '�r' I I I I I `.r" ' �~ ( {' ' - ---� r- �r n- -_;, -, IJ w Jacksonville,6550 ReFllt BI244 i I "; I i I i ! ' 1 I r'// I _•� U x c'1 Tel 904,772-$100 ` I " I j 1 `� I cYl X 61 CON. Fax 904.317-2835 m SLAB I I I I 5L A� I I I I I �" Eo:' I� z a 1 n i I ( I N LU I z 0 �r )L ! 4" CONI. SLAB REINr•ORCEP W1 ( I I 4" CONC. SLAB REINFORCED W1 _-_-- EITHER 6x6 1©110 ,JU 1 OR EIT;IER 6x6 Its/10 LUWM OR FIE,ERMEBH ON 6 MIL VAPOR ( I F1�3ERME5r4 01 ON (0 MIL VAPOR I -____- --� I BARRI=R OVER TERMITE TREATED, I I I 5ARRIER OVER TERMITE TREATED, CLEAN, COMPACTED FILL, L. �i 1 I I I CLEAN, COMPACTED FILL. 1 V ,�( U Vlu� i ry I 5T2 I I I cy I I I I I (2oo�rs RO TO Too/c w/ - ------ - --------__-w (2) Hr35 T03 TO TOP fA w1 _AT OPENING5 'U5E (2) WOODFTis ROP5 9 4' O/G. VI 1 12 + I MTS!2'5 T03 TO HDR AT OPENING5 U5E (2) 0 0 VI 0 8/10 5T2 I I I 8/Ip I MT512'5 0 T03 TO Hr.,R V X `y 5T2 I I 5Tz I r- v CJ rJ 00 1 1 I CJ 1 I I 1 r (2 2xs-v3 (2J2xa-113 X o o �I _ _ I 5T2 I 1 5r2 I (- - - -, ° -I� cS) -nms'S T02 TO OP R u./ (2)HS'S 9 TO To TOP FE ud X 5T2 I 4" CON I I 5T© �' I I ei GJT� I I 4" CO ( 5T2 C I �� �WCDD+Ti9 RODS ��4' O/C. UJOODsTis RODS 4' CIC. `n � '� I SLAB I I I I SLAB 1 a �, I AT OPENING6 USE (2) AT OF-=NIN xS 'U6E (2) 1 q --- - - _. - _.. - - - - - L - - _ T m - - J L - � � - _� `Y ' MTS12'5 o T02 To HDR MT612'S a TC2 To HJR. � - - I 0544 COL. BABE 0544 a COI_. SASr I � 1Z I ' EGGL L COL. TOP ECCLL a COL, TOPS--. ! -------- _ _-- ------------•------� VI V 0 n� 20"x20"x1C" W/ .+. �. h 20"x20"x16" W/ -- = S.J.. �- SyJ2 l-- --------------- 0 p VI U 2-",4'5 BOTH t WB t 2-"4'S BOTF1 (1,2x;f� 7 (272xIO r A WAS 5 (TTP) WAYS (TYP) 5w12 (2)M5TA24'S END OF W V © q X lm'-�" 7 1jF'-Im" 14'-1(p" (2)M5TA24'S END oi= U © rJ � 2X2 HEADER � n' 40 le 2x11 �lEADER 5T2 5T2 Z Q � N 25'-4'' o .3 Z V 1 j p - z v � G tX 6 w Ca W Ca p] z m z DRAWN BER z CHECKED LAP 0 9 SCALE 3/lro DATE 1-5-04 5TRUCTURAL ENGINEERING FOR USE WITH JGB NO. Jro4513 TRU55E5 BY 5UILDER5 FIRST SOURCE. 5Q,FT. 2368 END ZONE PRE55URE5 MSTA 5ERIE5 5TRAP5 CANNOT BE TWI5TED, THEY CQMPPNL1i7S 4 CfWA GING PRE6suRE3 - IN 1'SF Lawrence A. Paine, PE MAY BE AFPLIED FLAT AND/OR BENT TO DPN'G eNP-2.ONE3 INTERIOR-ZONFES Professional Engineer GONFORM/ACGOMMODATE REQUIRED AREA rs�) PoS.(+. NECx. (- P05. (+)NEG. (-: License No.21475 APDL iCATION5, BUT TI-EY MU5T NOT BE TWI5TED. 0-20 of 34.0 42.8 34.0 36.2 +y, l � �j�1E U5E MTS- or HT5-5ERIE5 11%16TED "5TRAP5" AT 20-50 of 32.5 40.6 32.5 35.1 BLilh�s Flrst ource (PAD FOOTINa5 UP TO 30"x3®" 5HO1N AT THE FOUNDATION-EDCxE MAY SE OMITTED IF A &TF_M-WALL FOUNDATION 15 U5EID IN LIEU OF A MONOLITHIC FOUNDATION. PAD FOOTING$ LARSE,R TWAN 30"x�P�" ARE REQUiRED WIT14 EITHE@ A 5TEM-LJALL OR i`1ONOLITHG APPL ICATiON5 WHIERE TWI5TED 5TRAR5 ARE 50-!00 sf 31,4 31,5 31,4 33.6 of Jacksonville FOUNDATION. ADDITIONALLY.,WHEN A PAD FOOTING 16 REC�UfR.ED WITH A 57EM WALL FOUNDATION (e 30"x.30"), IT NEED ONLY 1 E PLACED EITHER BELCJ-GRADE FOC7'T(NG OR iN THE. BLAB, BUT NOT fN 50T;4 LOCAT(ONS U'�LES6 5PECiFIC.�LLY NOTED A3 5UCH. REQUIRED. > I00 of 30.0 355 318.0 32.5 CA Number 00008494 11Omph b5fra 55CzGpG x TO 34.7' WOOD+Tie LEGEND PLAN NOTE5 CONNECTION5 NOT= THA- CERTAIN 1WOOD+Tia RODS MAY BE DELETED FROM TH15 PROJECT BASED ON THE FOLLOWING. NON-_OAD BEARING lL'A:-L5 1) 5EE SHEET5 5T1 AND 3T2 FOR ADDITIONAL 5TRUCJ TUBAL N07E5 AND CONi�EGTOR METS- OQ OF ATTACG 4 SNIT t�l/T; i;% END-ZONE COMPONENT5 4 - THAT ARE NOT A SHEAR-WAL_ DO NOT REO+UIRE 'WOOD+Tle ROD INSTALLATION_ WALLS THAT HAVE BECOME LOAD BEARING OR EX15TING (2) 2x6-1 / 2 - - {-EADER/BEAM GALL-OUT DET,�ILS. M5TA15 (14) 10d Commons/Total, CL ADDING PRE5SURE5 APPLY L O,^D BEwaRING UJALL5 WITH ADDITiON,AL LOADING MU5T HAVE WOOD+Tie ROD5 !N5TAL LIED 45 FOL LOW5: �� 2) THIS DRAWING CONTAINS 5PEGIFiG INFORMATION, INCLUDING BUT NOT 4'"g TD WINDOWS d D00R5 IN SHEE T NUMBER OF KING 5TUD5 EACH 5!DE OF OPENING LIMITED TO ARCHITECTURAL ELEMENT5 AND DIMEN51ON5, TH,�T 15 M5TA24 (16) 10d Gommons/Total. ' � HIGI-ILIGNTED 4REA5 - TYP. C�/C WOOD►Tle ROD !QJ--F- ES $T45 (45) 10dx1-1/2"/Total, NUMBER OF JAG1C 5TUD5 EACH 5 DE OF OPEi'�11NG PRO�/IDErJ BY OTHERS. BUILDERS FIRST 50URG OF JACKSONVILLE, INClNTHE X DIMENSION ILLUSTRATES ROOF TfRUSS UPLIFT (L E35) WOOD*Tie ROD(S) -�XT'ER10R r SiZE OF H;EAGER MATERIAL DE51GN G=NTER (BFSDG) 15 NOT RE5PON5'5LE FOR THE ACCURACY OF G516 (25) 8d or (22) 10d Commons/Total. THE MEA5UREMENT OFF: THE ++TOLERANCES NUMBER DF PL IES IN HEAD=R 5P>�4/6/5-- (12) 'Odxl-1/2". �-1D0(� RODS) � 4 O/C (INTERIOR) OR 6 O/C (EXTERIOR). SHOULD NOt -�-- THlS INFOR�'1ATiON PRO',IIGED BY ANY OTHER 5O'JRGE,^ i CORNER OF CORNER OF THE HDUSE WHERE 01001-201 - - 151 ADD (1) ROD ADJACENT TO TRU55. OVERRIDE ALL EXTERIOR HEADERS (2)2xc�-v2 + E 3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ-BEAM 5OFTIWARE OUTPUT MTS (14) 1Cad Gammons or 1041x1-1/2"/Tota!' HOLE END-ZONE (NOT INT-ZONE) oP 3 -0 3 -0 ,�NLE55 NOTIED DT' ERW15 "2011 4 GREATER CON5UL T DE51GN CENTER - J + = HAV BEEN CONSIDERED IN THE DE51GN OF TH15 5TRUGTURE TIHROJGH A HT5.0 C2©) l0d Gammons or C24) 10dx1-1/2 /Total. E INTE}�10 WOOD TIS (TYP) i-RE55URE5 SHOU_D S� USED. GUIDE( INE5 ALL INTERIOR HEADERS (2)2X6.111 +JNLE55 NOTED OTF-ERW15E D>tS GN BIIARING VALUE ADJU5Tt-IENT ANC40R TIDE ADDITION OF BEARING LGT2 (14) 16d 5in+cers Mach to Truss and 5tud Colamri. � �# OUTLINED PROPERLY RATED OPEN WEB TR+J55 HEADER MAY BE USED BLO,<5. MGT (22) 10d Commons to Wood Member - 5/5" diameter or Larger Threaded Rod per Aocompanyine X 4FFFROX T 4TE WOOD'TIe ROD LOCATION, X < IN LIEU OF 5F'ECIFIED HEADER Note on Pa e 51, ;h 2'-0" I 2'-©'� BELOW _ ANY 1-iEADER MAY BE REPLACED WITH ONE OF C;REATER DEPTI-4 DE5 GN LCAD5 IGT-2/3 515" diameter or Lar8er Threaded Rod per Accompanying Note on Face $1. RODS LOC•ATiON3 ARE FOR DEMONSTRATION PURP05E5 ONLY AND DO NOT REFLECT AN ExACT ROD LOCATION, UNLE55 NOTED A. GRAVITY J-oAD5: I I HGT-4 515" diameter or Larger Threaded Rod per Accomparying Note on Page 51. „r i ,, 8. -.ATIw�A� �QADS: OTH ERWIBE PROPER O/C 5F4C-ING (4-m" INTERIOR, &'-0" EXTERIOR) BNOULD BE FOLLOWED. IN ADDITION, ROD5 5H0'JLD BE LOCATED AT 51.J" 5�4EAR,WALL SEGMENT - REFER TO DETAIL F/5TI AND'/OR D/5T1 ROOT LOAD TOP CHORD...LL-20P5F DL--1P5F HTTI6 (15) Irod 5in+cers to Wood Memlosr - 15/8" dimaeter or Lar er Threaded Rod rer Ascom an in WIND LOAD - 124 MPH � � p- y � CGRNER5, PLATE HEIGHT GHANGE5 AND AT EACH END OF EACH 5H EAR WALL (UNL E55 REPL ACED 1,UITH APPROVED HOLD-COWN5 PER BOT GHORD_.LL*I0F5F DL°5P5F 5E13MiC ,ZONE - 1 Note on Pags 51. � � �� >Il .:���� LR1 APPROXIMATE WOOD+Tie LOCATION $f a DETAIL ]E/;5T1), KOD5 5NOWN N CORNEiR5 MAY BE LOCATED TO EITHER 51DE (WITHIIN 4") OF PROPERLY GON5TRUGTED CORNER F05T OR FLOOR LOAD DL}15 PBF HTT22 (32) ',rod $1rk:rs to Wood Member - 5/5" dirlaeter or Lar er Threaded Rod per Ac�om an in a '.r �:• ,�> x. p;;6-a OTHER 50i-ID FRAMING, SEE LuoC7ta�rl® SECT1oN p i s40 P6F Note an Page 51, �' �i'�hilli"■f'Yi�''`�.�U�,V�.7�a1`YE:rwi"wV+t.w�= li,i"� ��yy� L r Builders � (3a , ' Builderss� " r s � Builders �nb a. Builders 1)011y"Er Builders �" ��� Builders,41ti tw, w� er v'nA Builders 'Batt '8��,w er F� '' ,�FlrstSource �1.�'� P1[�C� .�FirstSource WU�! ., �FirstSource Y' .�FlrstSourceYWv �FlrstSourceWCC 1.� LP� �FlrstSource W �,ry. �FirstSource