Loading...
HomeMy WebLinkAboutBuilding Plansl i 31'-B" I �-- �I MEDIA CENTER I �--- ^ 1 3'-8' _1J cV 3' 2'-6" 6-4 1/2" 3'. rl 10 N 1111LE FLOOR H 17'-61/2" 15 FAMILY RM VAULTED CEILING TILE FLOOR 25'-4" 00 CA ------------ . 1 , 1x6 TOP PLATE i 0 43" AFF dl TRUSSED PORCH (D I STUCCO CEILING NOOK % m I r� L N 4'-7 1/2 1 3'-0 /4"T 1'-4" is CABAN -B ILE FLOOR 8'-6 Mv_ I o� ax BEDROOM #Z 8' FLAT CEILING N TILE FLOOR r J 12'-6" j4 �j 400 dr VAULTED CEILING- i'n '1• i 1�1t !7 TILE FLOOR 1 A 6'-8" 7 4'-4"� - -&DISPOSAL o =� �w Ec Ess L-F3 a I BEDROOMS ---- _---- ---- . 8' FIAT CEILING • --------� '--------- \ KITCHEN RANGE I TILE FLOOR y I, 12' / VAULTED CEILING M.WAVk a ♦ / ; G A COUNTER 11LE FLOOR 2' 4" 2'J2" II 'L' I I -- - - - - - - - - - �d iEIGHT / I ; ICEMAKER _+ 12 1�41f DNE }� 7 -6" t � io11 j I I w U39' REF. ------- -PA-LIVING RM Sc N -_-VAULTED CEILING MASTER I TILE FLOOR --' 1 1/2" I TRAY CEILING I T 3'-5 3/4" 3'-6" 3-p I TILE FLOOR Jx Iny� 1I ld� t �CtM 11 M i i 1�15 ® 10 r1 I L Icy , I I _- 1 . 6 �f LINEN 9 �OXIO J �J lI I —f - l 1I�I I I I `Q k ' I I AHU iv 2' W N E-PLUMB �'x DEN I . I F /J----------- -- v M I T ONLYPLUMB I - 4 -4" 3'-4" 4 -4 )( 4 f(� I ! N M i � � � FIAT CEILING �I A m[EANsor•cclaess WAl1 TO DINING RM rl LLY� z TILE FLOOR 2u - -- WHENSHUMEILING VAULTED CEILING _� i I MD OTILE FLOOR I JIB^ i� N N N� iv I FOYER SEE DETAIL"A" I • y v I �• __ I I I j I 'o F , DOMESTIC I n' Lco WELL PUMP !. - 1/4"I 65'-0 1/4" 12'r T a — IN LF ------ .C4 50es AL N t O f/2 x 54 %z I CND. THIS STRUCTURE HAS BEEN DESIGNED _ ( I EN TRY I " I r v> ---� I PROTECTION AND REVIEWED FOR COMPLIANdE OF N MSTR_BATH I STUCCO CEILINGI� 1 I I I I WALL - FBC 16W.1,4 FOR ONE OF THE FOI•LOWING: Boa •I I VAULTED CEILING ¶-E I Tq I L a ---U I • INTERNAL WIND PRESSURE TILEFLOOR LJ 3' 0 12" ---_ ° L-- FIRE RATED STAIRS -J I I WINDBORNE DEBRIS PROTECTION �O 1 (Int.) A IMPACT RESISTANCE GLAZING II r 16" S0. GONG. BL `i LI -4 BASE W/ 12" 0ATUBE iv TILE W/ (2) BARS -POI RED F/GLASS in 7'-8» O G. TUB -4 9 -4" TILED -7 1/2; 3'-1' Q 0 © GARAGE SEAT .' I B' FLAT CEILING YN 10 to r '-4 3' 9" I'-44 I16XB CONC. BLK. I N -� E�Fp��SS BASE A 24" AFF PROVIDE FRAMING ro �"n r1r` 3'-2 1/2" 91-1 1,/2" 2 ED I BYRELECIWgAN °' S Q PLE ��i �P(EtI A O INil 5 12'-B" 4 11 33'-8" FLOOR PLAN SCALE: 1 /4° = 1'-0" � I f •,� IL 2. 6'-5 1/2" 10'-5" ' - ST. LUCIE COUNTY a.,r. BUILDING DIVISION REVIEWED FOR O E REVIEWED BY DATE 9 AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL 8E MADE - rNF9FplgN5 r a9F5Ug/F ANOgZZ p AFQU/RF®�F r�ANYc00pO5E�w0 cQ r l �� 9Y/NO,9 9s Nr AAA j�,�C®�F.S DETAIL_ "A)I To SCALE: 1 /4" = V-0 Fj�E CO o � I I . unirrr rpnl�Gc/ rnl nnuAl rRII I FS FRONT ONLY WINDOW SCHEDULE SIZE ROUGH OPENING TYPE 25 TUIP SINGLE HUNG TEMPERED ts 72.x24. _ EYEBROW ]RANSOM FlAED GLASS (2) 25 Si SINGLE HUNG MULIED p0 1/2 34 SH SINGLE HUNG @ 1/2 34 SH i SINGLE HUNG O 25 SirSINCELiISNG Sir SINGLE HUNG © 25 — EGRESS SINGLE HUNG H 25 Sit EGRESS O 15 SH SINGLE IIUNG O 15 SH -V SINGLE HUNG K 60'II Burr GL, DUTT GAASS . FIELD VERIFY SIZES_' 1/2 35 SH I SINGLE HUNG ` �1/2 35 PHIS,/2 355 sN --{I SINGLE HUNG i r') o ci = u o C'4Ln rn 3 I: x v t w 0= Q cn c 00 I IJ-] E x� 01, Ld A A• �L� t NOTES: " CL I pf "f ' L� i) CBS CONSTRUCTION WITH WIRE —LATH J STUCCO AS PER MODEL. 2) METAL STUDS 0 24" O.C. ON 0Co m INTERIOR NON --LOAD BEARING WALLS. S N 3) ALL FRAME WALLS SHOWN AS 3 1/2" (U,O,N.). 4) GFIP— GFI PROTECTED I— c 5) 15/32" PLYWOOD ROOF SHEATHING w " m 1, r 6) 20 YEAR DIMENSIONAL SIIINGLE'ROOF m r°J - 7) 250 AMP UNDERGROUND ELECfR(CAL SE'tVICE `; NV; �. 6) INSULATION R 19 L�, .fANG AREA CEILING a I 9) WELL ( W/ 3/4 HP DOMESTIC PUMP) & SEPTIC OR 1,0) GUTTERS PER CODE ---�--- 11) BAHIA SOD _ 12) 1/2" DRYWALL MEDIUM ORANGE PEEL. 13) BACK PORCH STUCCO CEILING kx 14) DURA ROCK BOTTOM HALF WET AREAS. I, 15) 12 SEER STRAIGHT COOL A/C SYSTEM OR 16) POOL PREWIRE ONLY 'kV DOR .,. I i GENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE' AS ADOPTED THE COUNTY AND AS APPLICABLE TO THE AREA IN WIIICH THE BY BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS, 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SIIALL. VERIFY ALL u DIMENSIONS, CONDITIONS AT JOBSITE, PLANS SPECIFICATION, ETC � m 3. ALL WRITTEN DIMENSIONS ON THESE DRAWNGS TAKE PRECEDENCE OVER O 3-g +'I A _i SCALED DIMENSIONS O E `U s , 4. STRUCTURAL FEATURES NOT DETAILED ON 111ESE PLANS VALL BE ,Uil fi h ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES -- TABULATION LIVING AREA 2303 9 GARAGE 627 I TRUSSED PORCH —` _232 1 ENTRY 44 I TOTAL TABULATION 320 ( 323 LI1 >` > •�, 4 , Ii o A � I � on la3 i r aye zw•d ry LIJ I Al j 6" PLUMB FASCIAINTH 16" SOFFIT UNLESS NOTED OTHERWISE i STUCCO TEMPERED 23 SH +30.4/-33.0 FRONT ELEV,TIO�N SCALE: 1 /4" = 1'-0" 1 10' RIDGE VENT DIMENSIONAL SHINGLE ROOF BEAM HT: 12'-0" AFF BEAM HT: 10'-8" AFF IaEl�TU co SOFFIT AND FASCIA SYSTEM 12 \ I6 DIMENSIONAL SHINGLE ROOF 6" BAND TYPICAL STUCCO ......... ..... AC .............................................:.............................................. .......PE..FFE:..73....I. A ... Af................ . (2) 25 SH 1/2 34 SH 1/2 34 SH )TEEL DOOR W/ DEAOBDLT +28.2/-30.8 i ZQ.O "3t•1f +30.4/-33.0 +30.4/-33.0 � *HURRICANE SHUTTERS PER CODE COLONIAL GMLLS-FRONT ONLY �- . BEAM HT. 8'- DIMENSIONAL SHINGLE ROOF 10' RIDGE VENT DIMENSIONAL SHINGLE ROOF \ STUCCO ACL IL 3068 FRCH 15 SH 15 SH 60'H BUTT GLASS 6068 SGD +29.0/-31.6 +30.4/-33.0 +30.4/-33.0 REAR ELEVA ION_ SCALE: 1 /4" = 1'-0" .4.7..9.10 906! LEFT ELEVATION SCALE: 1 /4" = 1'-0" 12 16 6068 SGD-EGRESS +27.7/-30.2 RIGHT ELEVATION SCALE: 1/4" = 1'-O" STUCCO 0" . AFF. . +J--`I-W-bi.)-60-H BUTT GLASS 1 3068 INS +29.0/-31.6 I, L V JI I +30.4/-33.0 12 \ 25 SH +29.8/-32.2 12 I, 6 JJ Oil +30.4/-33.0 DIMENSIONAL SHINGLE ROOF \ \ 25 SH +29.8/-32.2 16'x7' 0/II STEEL DOOR +25.6/-28.0 R QU/S 'EOr r0 444 pROPOS RSOSy AMKOOIN,RREC OOAWORK js compjY47 NAL[ gp� NORD q l 89r \ \ 25 Si +29.8/-32.2 /NACCDpC9Nskq gD��D�NGDO 41�j � vie D DF lomiq " C O w 0 I p e .Q N m _ � v N rn .� w O o+ J O O W J m G Co � CD ° W M E Ux G rcj o w om� v V / Ci E W ;(v n w V,v f ' J � , d 11 U �o tl 1 �C J 0 a J °t' , J W N I W N of `? a m� 11 I � ,I I (n z 0 , 4 b� w "q Q E —1 w CL ? w 3 a _ A h � fl O 99� LJ itJ ' is a w Ld TNUA2 Z w I ssmL®art�salan�eemn�e"��m 0 31'-8" 20'-4" L 2'-9" 3'-2" -01/ I'I 16"06" THICKENED SLAB I I W/(2) /5 BARS CONT. k^ f" I11 1 I1 I --li'I I III 2'-9'-9'T II � 111 I Z I III 25. 4" APE rr o„ PF�{.r� p s it I _-_____- - - - - - - - L _�l b�YS li'o• -- - - - - - - - - - - - - - - - - - - - - - - - - - _ --- r I ea- 22'-11" dt1a �In.a*.S1rm5 NOTE : ALL NOSINGS CENTERED I // // of^ ;(..a T- I I W/ CENTER OF DOOR ASSEMBLY O II ( LL EXTERIOR DOORS/SLIDERS GET NOSINGS) I I I no III 6'-8" 11' 4' _4" _NOSING OSING -J (-�_-- - -- -- -I II---------------- -- --- ------------- I -I \CL \ I N III I I I I III I III I (I 39" REF.ICEMAKER I I I LINEIII � � i I -- III 4" 2500 PSI CONCRETE SLAB 22'-10 i/2"1 L I W/ FIBERMESH OVER VAPOR I BARRIER & CLEAN COMPACTED I I I I CHEMICALLY TREATED SOIL j III n I I In I r--- ) III 1 I � 16"06" THICKENED SLAB I , LAHU i W/(2) /5 BARS CONT. I \\ I I 11 I PRE-PLU \\I CONDENSATE AND I IIIE I I L1RAY OIJLY I, REFRIGERANT LINES NT ,I1IL11 v\\\ I I L__CD 10'-1 3/4" c ---= - - - - ----------------------_-_--- _-I I m�I STEEL_ I-- o-_--- NOSING I I \14" r ----------- \------------ NOSING --- 50 CA\ I I \�� CCON THICKENED SLABw/ \- j DROP 311 2� , 1 1, (2)f5 BARS CONT. I I I in I /=r:4 if)L--_ I 1 4 1 I z Ty 118 I 1 I 24" S0. FTG. W/ , I 1 4 \\\ I 1 1 (2) iL j5 BARS I I To I I I11 \\\\ n IIII EACH WAY o I 12 I \ 1 I `ay � 1, I I 8" THICKENED SLAB I I w I !A I I I I II W/ (1) /5 REBAR I I I I l' N-10" 1' -2 1/2. co in a v I N JI I I SLOPE DOWN N I II I 12'-4" 21'-4" I I 1 1 1 III I) I III � I I B" CURB I I I 160x16' THICKENED SLAB I I I I � W/(2) 15 BARS CONT.I 1----_ ------ 1 --- ----- U 16' 33'-B" 23'-4" 57' ELECTRICAL LOAD CALC'S PER NEC 220 2303 S.F. ® 3.0 VA ........................ 6909 TWO 20 A APPLIANCE CKTS .......... 3000 3 # 3/0 Tt6J in 2" C LAUNDRY ................................... 1500 DRYER ....................................... 5000 ELECT. SERVICE RANGE ....................................... 12000 WII............................................. 4500 DW............................................. 1200 3 !)/0, 1 4, 2" C WP TOD....................................... 1200 REFRIG—...................................... 1200 Ep" 1 NUSC........................................... 5000 O 120/240V— TOTAL 41504 VA q 200 A MAIN BR. FIRST 10 KW ® 100%.................... 10000 . REMAINDER® 40 ^/o ..................... 12603 TOTAL 22603 �— 1 4 CG Grad tied A/C HEAT ® 100 ........................ 12000 to 6ldq steel, cvp and driven Srnd rod TOTAL 34603 - ELECT. ®1ST:: HTs 34603 I.. ---- — 144 AMPS - 240 NOTE: ALL COPPER WIRE f USE 200 A SEEVICE i DOMESTIC WELL PUM i I I I 1 TRUSSED PORCH CF \ \\ \\ I WP P \ *BEDROOM RECEPTACLES HAVE A.F.C.I. CIRCUIT PROTECTION PER NEC 210-12(b) * POOL & LIGHT „vrir PREPARE ONLY R R R R RICE �\ I\ \ I \" MEDIA CENTER w i i * S'v CABANA I FAMILY RM �110V 1\1\\ 1 \. fCF \\ \\ BEDROOM 2 \ `�\\ CBEDROOMS OUTLETS ARE REQUIRED \ 1 TO BEAFCI PROTECTED O BEDROOM #3 --------- , . 01 \\ // �_"•., \\ // 1\ RANGE W/ I \ / / \ M.WAVE IC+1P I I \ \\ R +R NO -OK- / / / KITCIiEt! \ � �1io'v MASTER i \� LIVING RM 39" REF. Q�y 1 \ \ GFlP 110V S.D.\`\ ®110 LINEN �\ �110V I 11D� I / AHu �-------------- I i i DINING RM // I ONLYPL MCI P\\\ \ I / I :TRAY CF 1 �_' 1 CF ---/ x L _ / I I E:D§ APIR.AENIR -- 1---- \ ALARM GFlP---- _(SIP I \\ I I \\ \\\ KEYPAD - "---- � 50 GAL ENT Z Y I WP/GHP \ , , WH X DOORBELL I \\ I- P.C. J I FIRE RATED STAIRS � MSTR BATH CIL- --- -no \ \\\`----- II TILE F/R ELECTRICAL PLAN I \\\\ c. iue TILED SCALE: 1/4" SEAT 11 GARAGE 111 200 AMP 1 1 1 POWER I 1 I 1 PANEL I 1 II I 1 II I FILE D09R EZj iPROVIDE FRAMING BY I OPENER /! FOR EPOWER RI PN EL SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET COPENING OF 5 SO. FT. FOR GROUND FFL.00R$ I I ? &7 SQ FT. FOR UPPER FLOORS. OPENINGS I I SHALL NOT BE LESS THAN 24'H OR 201W I I SILL NOT MORE THAN 44" ABOVE FLOOR. ' 1 I NOTE: EXHAUST FANS TO _--------'--------- BE VENTED THRU ROOF OR THRU SOFFIT. THERE PLANS HAVE BEEN RE WED INACCDRpANEWIi'HTHEFLO � BUILDING CODE, RIDA PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK- UP IN ALL SLEEPING AREAS AND STAIR LANDINGS WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. WELL PUMP COND. 3�� r-FPL METER 0 0 n `0 M o N o m o CV w o CD 0 0 0 a Y U a r� LLJ � O � rn O d 0 J rn c m U) Q) CS m I 4 Li � s rJ � � o c Ld o �2 Q 0 I m D 0 M L E L�J ^ W L v r v_ Q v \ C CJ > �� di l_l_ LLJ o� 4) W 0 °' c (L J . \ o 0 m ,n (L 1, kl� m i. _I a a f— U W J u W a V N 41 W U �ti9 m 0 ao V p a T FF v H rt z ^A U D ._ 0 w A LL M o a" a U bi o x U 0. a nA3 L.J o ""g � o to O °x"`+ I I ROOF TRUSS 1. CONSTRUCTIONSHALLFOLLOW "FLORIDABUILDINGCODE" ASADOPI•EDBYT'llE COUNTYANDASAPPLIC4BLETOTHEAREAINWHICHTIMBUILDINGISTOBE SIMPSON HETA 20 CONSTRUCTED R'ITHALLAPPLICABLE AMENDMENTS. 12 W/ 10-10d NAILS 2. THECONTRAC70R, SUBCONTRAC7L7R, SUPPLIER, ET'G SI7ALL VERIFY ALL -, 6 2", BLOCKING 8" CONC. BLOCK WALL DIMENSIONS, COND177ONSATJOB 511E PLANS, SPECIMC477ON, BIC. PIT. 2x4" BOTTOM 1/2" DRYWALL ON P.T. J. ALL WR17IENDIMENSIONSONTRESEDRARINGSTAKEPRECEDENCEOVER SCALED SIMPSON MiS 12 W/ 14-10d NAILS PLATE W/ 1/200" FURRING STRIPS DIMENSIONS - REDHEADS 0 24 O.C. 4. STRUCTURAL FEATUREWOT DETAILED ON T ILESE PLANS BILL BE ADDRESSED BY THE +' c ;. LL " 1 J2" DRYWALL BN(7WEER AS CONSIRUCTIONPROGRESSES. - P.T. 20" w/ (4) - iJ2"0><s" REDHEADS OR 3/4 TAPCONS 0 D.C.STRUCTURAL NOTDS: I = I SIMPSON SP4 W/ 6-10d " STUCCO FINISH OCO ON WIRE LATH STUCCO I r NAILS 0 32 O.C. 70P &. OVER 1 2" COX PLYWOOD d a a of .� b D 2"x6"Or 2x8" DUCK W/ 3/16" x 2 VV • `I'APCON'S @ 12" O.C. N n - o 2" x 8" or 2"x 8" BUCK (TYP) - 'O N o, °.y 1. DESIONLOADSINACCORDA10CEB7THASCE7-98. I I BOTTOM PLATES 2x4 STUDS I R" BEAM BLK 4"D.C.Bl1 SHIM. W/ SIT 0 I iW/(i)j(:j BAR 0 16" O.C. i 4" O.PFRRIMEiER & -- CK w/'/i' X 5 /i' 1. SOLLBELRINGCAPACITY: 2300PSF. B" O.C. FIELD REDITEADS w/ MIN. 2" dlax 1/8" I I 1 1 IAc 8" PRECAST 3. ALL STRVCTURALCONCRE7'ESIMUIMVEAA17NIMUMCOARPRESSIVESTERNGTHOF 1W/ (1) WASIiER(FYPICAL) 3000 PSI AT 28 DAIS. I ; I0pJ BAR 2x4" STUDS 0 16" O.C. 4, SLAB/FOO7TNGSTOBECONCREIVWITHAMINIMUM2S00PSICOMPRESSIVE i I TYPICAL FIZIA-ME TO BLOCK ANS STRENGHIHAT28DAIS. SERPLP'ORSIZES&STEEL REQUIREMENTS. i 01 A 1,1AC-_VI UA 1'1OOIP i] 1 ICW- F) F rl' A I i S. AIINIMUA4CONCRE7EPROTEC1IONFORBEBVFORCINGBARS: i ! CONNECTION @ BAY WINDOW L'7 Ai ai l l L) lJ a�11 1JAl J L 11J I sen t� IIiAIE FOOT/NGS: 3" BE4A4S: 1 Y," SUSPENDED SLABS: 1" OR ENTERTAINMENT CENTER 6. LAP ALL REINFORCING STEEL AAGNIMUMOr48 BAR DMAETERS F CEPTASNOTED. i STUCCO ON WIRE LATH 114"= P-0" GRADE 60 STEELMINIMUMINBEAMSANDCOLUMNS. OVER IJ2" COX PLYWOOD SHTFING. W/ BIT NAILS 0 7. ALL LUM;(BERINCONTACT W1 CONCREIEORMASONRY SiLULLBEPRESSURE 4" O.C. PERIMETER & i i 8° O.C. FIELD TREATED. STUCCO S10P 8. SPLITTING OR CRACKNVG OF•STRUCT'ORAL COMPONENISDUR TOINSTALLATION OF IMRDW'ARSISNOTPERMITT&D ______________- FINISHED GRADE -' 9; UNLESS OTHERWISE NOTED, THR INSIALLATiON OITSPECIFIED HARDWARE S11ALL CONFORMTOTIIEmNUFACTURERS7NS7RUCTIONSAND STANDARD PRACTICE. a ROOF EDGE ' 10. BEARINGPOINTSOFTRUSSESSILILLILURVERTICAL STUDSINANUMBEREQUAL7D I s • 1 J2 THENUM4BEROFPUNS OF 7NEB&fALNGSTIE'MIIERWHEN771EBMRDVGMEMBER 1S -----' - 2"x4"SUB FAC - (2) OR MORE PLIES UNLESS NOTED, 1 F 071NC-SEE TYP. WALL SE 1" a 6" FACIA U 10 �, U H. ROOF SHEATHING TO BENAILBD W/8d GAL F NAILS OR EQUAL 4" 0.C. EDGES AND 6" I l0 O.C. FIELD. r 12. UNLEW OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEAI HHNG -- 5 J IUDGE AND INTERIOR DRYWALL IS TO BE NAILED WITH IOd OR BEITER NAILS 6" O.C. EDGES, 2" x " "x" BRAG @ GE & 611 O.C. . oFFTT N U i 1 AND 8 "" O.0.FIELD, OR SCREWED iVHYDRYWALL SCREWS 1.5 INCITES LONG AND 0.131 DIA. SECTION -BAY WII V D O W ! -�C SIDE OF RIDGE 4) TRUSSESBACK 2" x 4" SPRUCE c • - GABLE END W/ 2" 13. LINTELSSILALLHAVTIAIINIMUM4'"BE4NNGFACEPTRECESSEDLINTELSSIL4LLIL 1VE81, OR ENTEIM MENT CENTL '' BETTERLATE :I BRACING' - @ 8'. 0'. 0. V/ Y"" PLYWOOD SHEATHING W/ BEARING111, 1/1 R = P- D" (2) 16d NAIL FAS ENED TO EN 8d NAILS @ 6" O.C. PER & 12" I U 14. PROVIDE #J CORNER BARS W/30"MIIN. LAP SPLICE FOR BOND BEAM. TO (4).t1'ERIOR TRUSSE O.C. FIELD J Q tt 16d COMMON NAILS @ 16" U U • �-s..�_ O.C. KNEES GYPSOM WALL BOARD - SCALE: NONE . ` -' �� � � . HURRICANE STRAP @ 0" O.0 "J" BOL .� BENT UP AND OVER GABLE P.T. 2" z 8" W/ %"BOTT " " @ HE A20)1NBED 4( W�a%d ROOT SHEMBING NAILING ZONE BOND BF,AM ' .GILTS x$Ya WEDGIT n 24" O.C. W/ 2" WASHERS _ _ .. -OTE: ALL . BARS TO W1 I BAR CONT. _ 1. NAILS (7 6" O.C. PER 5' O.C.00FIELD LAP 30'"MIN: O#,j 2. NAILS 7Q 6" O.C. PER & 6" D.C. FIELD 3. NAILS @ 4" O.C. PER& 6" O.C. FIELD (I) 05 CORNERBAR NOTE: 8d NAILS SI TALL BE USED W/ W' CDX PLYWOOD _� � _ I (TYPICAL ALL CORNERS) NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS I Od NAIS SiiALL'08 USED W/ 5/8" CDX PLYWOOD NOTE: 25'-0" OR GRF.AI ER T MEAN ROOF HEIGHSHALL HAVE ��­[7�� �~ Sd RING-SHAIT7KNAILS FOR /x CDX PLYWOOD ry W/ 1 Od RNUSIItNK NAILS FUR 5/8" CDX PLYWOOD GABLEE R DEA j.S. y 1 I 1 ASPHALT SHINGLES S i WILL COMPLY W/ ASTM D 225 OR T1I 111 F M5VERIICAL BAR ASTM 1) 3462, AND SMALL HAVE FACTORY APPLIED SFLF SEAL STRIPS OR BE IN'F IU.00KING ON UNDERLAYMFNT FFLT COMPLYING W/ A, -IM D 226,1'YPE I OR ASTM D 4869, r 'TYPE i. BOND BEAM STEP DETAIL THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA SHINGLES OVER 30# FELT Bwm CODE" ON IM2"CDX PLYIF-OOD 5I1E7AHING M/CUPS -SEE NAILWG DETAIL PRE•CASrc0NCRE7E 1x4P.T IIINDOWDUCK ALMRNA7E BUCK 2"x 6" or 2"x 8" P.T. IT/ 3116"7CS 1 V""MIN. EW)w 4"112"o.c w/ 810 SCAB" PER PIA. PRO VIDBI Y "CA88'ILIRDNAIL D/IAPCON PER PRODUCTAPPROVAL / - SIMCOFINI,SHREIURNEDTO t WINDOW NUAIE ON RXTERIOR 1 I - 1 i FILL Iir/3000 pst CONC FOR { HURRICANEMEL AITACHMIENr b OIE: TICS TOBEINSTALLEO7TIRUBUCK INTO MLISONRY I IY/AlIV I V."EMBEDMENTPER PIA PER FBC 1707.4.4.2 BUCKS MUST COVER ENTIRE DEPr1IOFJAMBS i` MADOW B UCK DETAIL 1 I ' N07E: T.CSIV BEIMIWLLBD MRUBVCKINIV MASONRY IP/AUM. I v,I,FmEDA4ENTPERPIA PEI? tBC1707.4.4.2 BIICKSA UST COVER ENTIRE DEP711 OFJAAIBS DOOR BUCK DE LA I-L 6" FIBERGLASS GATT R-19 INSULATION - vvvvvvvvvvv 1/2" DRYWALL (CEILINGS & WALLS) PROVIDE (2) 2xl2" YP HEADER W/ FETICH PLATE CLUED & NAILED W/ 10d NAILS 0 8" O.C. STAGGERED 001H SIDES 0 DOOR OPENINGS 1/4"0' TAPCONS 0 12" O.C. TO BLOCKWALL OR 1/2"x5 1/2" REDHEADS'0 24' O.C. �re7/cK R-11 INSULATION 'NATRBUCKI"z1f"Ord"z8" 7 3116"TC'S 1 Y."AIBL. KWED " 0, IF/ 910 SCRBIVS PER P/A. SIMPSON MiS 16 W/10-10d 6" FIBERGLASS RATT NAILS PER CONNECTOR SCHEDULE R-19 INSULATION - 1/2" DRYWALL (CEILINGS & WALLS) DOUBLE 20 TOP PLATE 20 STUDS 0 i6" O.C.-SPY TOP & BUTT EACH SiUD Rif P.T. 2 BOTTOM PLATE PROVIDE SIMPSON SP 4 0 W/ 1/2"0 x 12" A.B. 0 USE 1x6 P.TBUCK 1011 & BOTTOM PLATES a 24" O.C. OR 5/8" 0 x 6" @SGDI 32" O.C. W/6-10d NAILS REDHEADS 0 24" D.C. W/ HURRICANE WASHERS OBI Vi "CASUMBDNAIL WIT It 16"W FOOTING )MENDAND8"o.c. w/1AMON _ (2) #5 BARS CONTINUOUS WDUCTAPPROVAL ' INT RIO SCALE:1/2" 1'-0" 1/2" DRYWALL (CEILINGS & WALLS) PROVIOF€ (2) 202" YP HEADER 1 W/ FUI,CN PLATE GLUED & NAILED W/ 10 NAILS 0 8" O.C. STAGGERED BOTH DES 0 DOOR OPENINGS 1/4" 3 TAPCONS 0 12" O.C. TO OLD KWALL OR 1/2"x5 1/2" REDHEADS 0 24" O.C. R-11 INSULATION --\ PROVIDq SIMPSON SP 4 0 TOP & BOTIOM PLATES 0 i%" O(C W/6-10d NAILS v. 4 y • 16" 12 iSFE� E SIMPSON MATS I6 W/14-10d ELEV. / NAILS PER CONNECTOR SCHEDULE 6" FIBERGLASS 13AiT / R-19 INSULATION 1/2' DRYWALL (WALLS & CEILINGS) 1/2" DRYWALL 8x8xi6' BLOCK BEAM W (CEILINGS & WALLS) (i) #5 BAR IN 3000ps1 DOUBLE 2x4 TOP PLATE CONCRETE FILLED CELL 2x4 STUDS 0 16" O.C.-SP-h 8" PRECIAST UNTELS W/ (I) #5 BAR TOP & BUTT EACH STUD FOR ALL DOOR & WINDOW OPENINGS / iG) Tod & FILLED W/ 3000 psi CONCRETE - FI-FOIL INSULATION ON PIT. Ix2 FIRRING 0 16" OR 24" D.C. - I I 4)14 Ft BOiiOM PLATE W/ i/2"0 x 12" A.B. 0 WOOD OR VINYL BASE 24" D.C. OR 5/8' 0 x 6" REDHEADS 0 24" O.C. WJ 4 CONCRETE (2500 pal MIN.) SLAB HURRICANE WASHERS W/ 66 10/10 WWM OR FIBERMESH MONOLITHIC FOOTING W/ 6 MIL VAPOR BARRIER OVER CLEAN �(2) j5 BARS CONTINUOUS COMPACTED TERMITE TREATED FILL 1 WALL SECTION INTERIOR STEP DOWN BEARING WALL SECTION SCALE: NONE I ---- IWU11O PAIIERN p'. g" /C ON TIIE 12' INCIT WIDTH DIRECIIoN "ALCOA" IRADHIONAL "F" 'e-O,/C ON THE 12' FOOT LONG DIRECRON 4 ' 6 CHANNEL WJ CASE HARD - NAILS: n'JOINI AT o,12" DIA. 'SNAJIK 3/0 OIA. ND. 1 1/7" LOIro '. 5/8' SiUB OR T-12'O.C, b:cRdovg to 6.10' DIA. SHANK 3/16 DIA 110. 1 1/4- LONG RADEN: 4' X 2-. P.T. SOMMERN PINE CONST. GRADE I NININDIA f 2' co"STRUC11011 GRADE IAIXED Sot INfRN PINE OR EQUIV. •Rniisa_Igj ALUMINUM FASCIA t0 _ -�/ WOOD DAY nIS+mrs �,z( Mom- I• io4 (2 x 6 FASCIA) NAILS A OR D c 11 SEE FRONT NEV/)I 11 ' rvol }`' 1 16" YP.) SOFFIT FASTENED 10 TsInE "EW Or iAVE� ] A D A FRONT NEW' OF, EAVE WII/IOtll rA$IA ; SUB -FASCIA 0 12" O.C.1 FASCIA I•'-6yl^-6-IIYP. NARJNO •.1 PAIIERN `-" ALUMMIUM SOFFIT PANEL g• % 10'- "ALCOA" TRADITIONAL VENIED ALUMINUM SOFTIT #V-144 �a"" orulwm Nn ?oRRo6roN J-CNAIIIIEL RESISTANT MAR- .. NcvaO011dinR• Products • ` _i I -0ESI4Dy'V3Vt4€b'4il• - -"- -rum INSTALLATION DESIGN 4%su - 34.q rsF �. DRAWING FOR ALUM: SOFFIT . I �'.E 114A1Ei 5C�50_I �9%r0 " arG on,e �/"/," SK 50+1® •. I SOFFIT DETAIL &CT s ;ALE: i/2" = 1'-0" 2x4' TRUSSES 0 2.4" no W/ SIMPsui MiS 16 PER i! CVNNECTUR SCHEDULE SIMPSON I IEI'A 20 L ' VOL 202" TOP PLATE L PER SCIIBDULE 20" 016" O.C. W/ SiMPSON SPIT 11 TOP " �-- 8 DLAM BLOCK W/ 97 BAR IN 1 & BOTTOM PLATES (• ' 3000 PSI CONC.11-ILLED 8-IOd NAILS 0 Flt EA. _'- A"!'TLCCASI LINIELWJ#7BAR J IN 3000 PSI CONC. FILLED . �I 20" TRUSSES 0 24" O.C. �014 W/SIMPSON META 20 PER DONNEDIOR sgIEDDLE - LT. ENTRY DETAIL 'ALCOA' TRADITIONAL "F" , CHANNEL W/ CASE HARD P.//C 20' BOTTOM PLATE 5/8" STUB OR T-12"O.C. RED11164 0 24'1//D.CxMAX/g" 2x4 SUPPORT (VERTICAL) 0 8' MAX. SPACING ' NOTE: SEE TRUSS LAYOUTS 20 CONTINUOUS 0 ALL FOR BEARING HEIGHTS OF TRUSSES LEVEL RETURNS OR AREAS OPEN TO ATTIC SPACE ALUMINUM FASCIA S/6"E)<'T: DRYJJ6LL�(2 x 6 FASCIA) '.. STUCCO CEILING ALL DETAIL8/ 24-- E " BEAM BLOCK W (I)#S BAR IN 3000 psl I - SOFFIT FASTENED TO /yyy��njlOQNs/®/ �a/IAuP,�- ,' CONCRETE ,FILLED CELL SUB -FASCIA W/ j6d 8* PRE-Sl W /y BCtyj�1I NAILS 0 12" O.C. 0F (1)3 BAR INFILLED CELL J j "ALCOA" TRADITIONAL VENTED ' ALUMINUM SOFFIT #V-144 I 8"xl6" C614CREJE BLOCK COLUMN I ' W/.'(1) 15 BAR IN EACH CELL I NOTE; WIDTHS OVER 24" TO 1 1 HAVE SUPPORT 0 12" / o U.C. UP 10 36' SOFFIT -1 Al - I i I SEE FOUNDATION PLAN I FOR SIZES & REINFORCING I L LONG DIM. "'III I DRYWALL FASTENNG DETAIzEssSp(/4aNsANp------------ SCALE! NONE cor 41ZP pgopU/ 04Nyps77p44YI&FN,IP/,64D/NCpR9 "O RKpMp4Y� NZ4Y0,q,�TT r 'EpOpFS, ; BACK PORCH SECTION PRE -ENO. WOOD TRUSSES SCALE: NONE / 0 24" O.C. MAXIMUM ; SEE ROOF FRAMING PLAN :.1' CONNECTOR SCHEDULE I FIRRING STRAP PER SCHEDULE /rMETAL FLASHING 411 / ALUMINUM FASCIA 61i 16" (TY ) I, 2"X6" SUB FASCIA II) _Z400 iv l) GONG PLUMB CUT Fi,,ILLEDGELL VENTED ALUM. SOFFIT i j I F I ST• L OT-F-L 0 1 #ri ; fa (3o0o F'SI� Gc•7 Fluxro 65LL. 8xBxl6" CONCRETE II I 8' WALL HEIGHT (VBRIFY) I X BLUICK IN�a,.. I'5 REBAR & FILLED CELLS I/I NL (riLCx/L �Lf (SEE FLOOR PLAN)f�' CONC. BLOCK W/ 4H STUCCO FINISH ilil ib1AI�COL)C L1.0'E 15 DOWEL W/ 30" MIN. UP SPLICE .` I i• i I { i FINISHED GRADE COLL]md DF-TA\ L , DEEP x MOIFIG W1 (2) 15 BARS CONTINUOUS ENTRY SECTION ' SCALE: NONE FA01, iVO;IA-AI 11`1C. Ad dundcRl + FleclllcRl 1 CIVII I1N8111cO11N8 WALL SECTION 1>,R.1,.1,':IIIINN"Ia>S1.NI111,N� I'ml Pl, lAlde, I'I. t1701 �' '_0" runllR PAx n.nlnD. (il]1lR19pxA (IIIII R)9Y.1J 1'Tt'1!1,1:11N It:AIILCI1Ll ' i 1 CJ1 CA O CJ5 EJ7 EJ7 EJ7T EJ7T EJ7T EJ7T' EJ7T CO EJ7T EJ7T I EJ7T co EJ7 EJ7 EJ7 f F1 F1 F1 F2 EAV EAVR I,.I CJ1 3.9.. , 1 1 " I 8 ' 8 " ---� r 12'B" —57' 31'0" > > > > > > > c..l w w w w w w w w w w u u u rl� N r. h In m -� V U U w w w w w w U U U 23'4" (i Gil CA CJ5 D6 05 — D4 D3 D2 DI EJ7 a EJ7 EJ7 EJ7 a EJ7 EJ7 R EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 E5 E1 El E1 E1 E1 E1 E2 E3 E4 CJ5 CA Gil ht .".-.,r •--•..,_-. . ..ram 1 , t d CALCULATE VENTILATION PER 2309.7 FBC CAI CUL'ATE IsT FLOOR CEILING = 3693 SF 3693/150 = 24.6 S.F. REQUIRED VENTILATION 262 LF VENT. @ 4" = 87 SF/2 = 43 SF AVAILABLE FOR CROSS VENTILATION 43 SF > 24.6 SF: VENTILATION OK LINTEL LENGTH/TYPE NO. LINTEL SCHEDULE SAFE APPLIED SAFE APPLIED COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM. LOAD LOAD LOAD W/ LOAD BEAM BLOCK L-1 T-I0" 34"U-LINTELS 6113 150 4460 100 8F160B-IT L-2 3'-6" 42" U-LINTELS 5163 260 3547 220 8F160B-IT L-3 4'-0" 48"U-LINTELS 3820. ------- 3079 ------ ---- 8F16013-:IT L-4 4'-6" 54" U-LINTELS 61.13 260 2724 220 8F16 1BAT L-5 5'-4" 64" U-LINTELS 5365 --- 2290 ------ 8F16 1B-IT 1-6 5'-10" 70"U-LINTELS 4360 ssei 2093 457- 8F161B-IT L.7 6'-6" 78"U-LINTELS 3480 -------- 2419 ----------- 8F161B-IT L-8 7'-6" 90" U-LINTELS 2661 1 840 1634 450 8F16 1B-IT L.9 9'-4" 112" U-LINTELS 1843 1 275 1133. 175 8F16 1B-IT t,10 1 HF-6" 120"U-LINTELS 1533 200 914 175 8F1613-IT L•II 4'-0" 48"RECESSED 6039 -- 2832 ------ SF1616-1T L•12 4'-6" 54"RECESSED 6039 -------- 2507 ----------- 8F161B-IT L-13 5'-4" 64"RECESSED 5057 -------- 2110 -------- --- 8F161B-IT L•14 6'-6" 78"RECESSED 3396 -------- 1733 ----------- 8F161B-1T L.15 T-6" 90"RECESSED 2610 --------- 1475 ------ 8F161B-IT L•16 9'-4" 112"RECESSED 1818 ----- 980 8F161B-1T L:17 1V-4" 136"U-LINTELS 366 --- 798 - ---- 8F161B-rr L48 12'-0" 144" U-LINTELS 1254 ---- - 723 81716 1B-IT L.19 1 13'4' 160"U-LINTELS 1075 -------- 606 ----------- 8F161B-1T L•20 14'-0" 168" U-LINTELS 1002 --------- 559 ----------- 8F16 IB-IT ' L•21 14.8" 176"PRESTRESSED 1902 - ---- 671 -------- 8F20IB-IT L•22 15'-4" 184" PRESTRESSED 1733 - ----- 626 --- ---- 8F201B-IT L•23 17'4" 208" PRESTRESSED 1326 700 520 400 8F20IB-IT - L-24 19'-4" 232"PRESTRESSED �i1037 ------ 446 - - -- 8F201B-1T L-25 21'4' 256"PRESTRESSED 1845 1 -------- 393 ----------- SF201B-IT; L-26 22'-0" 264"PRESTRESSED 784 --------- 378 ----------. 8F201B-IT L-27 24'-0" 288"PRESTRESSED' 654 ----- 341 --- 8F201B-IT L-28 15'-4" 184"PRESTRESSED '1250 1 --- ------ 485 ----- - 8FI6IB-IT: L-29. 17'-4" 208"PRESTRESSED 950 ----- 404 - --- 8F161B-IT- - L-30 19'-4" .232"PRESTRESSED. '. 750 - 347 ------- 8F16IB-IT L-31 1 21'-4" 256"PRESTRESSED NOTE: WHEN LINTEL IS I VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN. - NOTE: PROVIDE "CASTCRETE" PRECAST CONCRETE LINTEL AS NOTED ON PLAN. FIB, Colo 771 ESEPlANS ARESU&Eer 444 PRppCSED NFQUIREDgYP(Ela( SP04 WDRK MAYgENEC ARY(yECtoRg NAT CoMPLyW1ALLAPPUC�RDCODES. T HESEpIAN$HA 9LEN INACCOHDANCE D BUILDING CODE WITH THEFLOR/D - A IONC EkS FARENERE OR A I TACHMEO ARE WRESpONSISI CORRACrOROF CORO THE TR SS ID 7 DI DI 06 BEARING POIPIT y CAoA i 2�?u0 1 UUMNECTOR TRUSS ACTUAL UPLIFT Y/s 1s4q 1G�$ lea dx50 � IbZb , SCHEDULE CONNECTLIR ID f[ E zD wu€ A : (z z .DI Ct�NETAz� U HC� I) l�Tlrza @IEt; I'p{i 41f'LIFTI7F8{C,N lg a 2s0�5 52So fit° —._ FAgTENEi2S--- Too- I ) .1 glen to-, r NOTES -- . C,5 ES 3 10R8o ISlO zt a� q_ _ — — o �2- zin ': 6 ' E - 5 P✓9 tFIG)j ' (ESs jlytW 1000 (I) A2D J I80 1 10-10„I ) - G NG PalnT , LEST T AN I0t6 O FRAmu . By raImoo& Awv wAh., I.J jfZLl55 . bA1iI i3FLA'YO171^. I __DAIS O'rTwas cur suBms: OL 0�__! H s w'qq" rf. 3a m a C..�i �•-', � � car°. y P M a P 0 ; T. �r a a K a y •; �.; "�irw rye[ : .;I r F j► ' SM Dt "11'JLJss t; ua0.G �ilt�.e1/ w( 2" W/�541t"W-'S fp""'11 �J61 torritikc I ran r � 4 fl's G L Q LPr(:g (7 t $ X 4(L12c3t(L $" mt.n czmb�l 2500('S �.IZ _PLI F312f3 , i j ll- iYi l'�l:li r� I'AUL WELCH INC. tip I Mechanical * Electrical * Civil E•llghlecring 1984 S. A'. InlOnoro St. Suilo 114 ` X.• ,�' ' 1'e148t, Ltlsie. I`LJA981 I �. 'r 1'IIf)NI; PAX If.-AIA11, (772)785-Y868 (772)785-97.11 I'R'i:LCIIINS'liiv\UL.CUM i as ,,. ■ m; co 1' CJ1 CJ3 CJS EJ7 EJ7 EJ7T EJ7T EJ7T EJ7T EJ7T EJ7T EJ7T EJ7T EJ7 EJ7 EJ7 F1 F1 F i F2 EJ3V EJ3VA CJ1 TYPICAL END DETAIL 12 e170s 4" lilts HEEL HEIGHT RUNG CUT OVERHANG TRAY END DETAIL 12 r' 3i T6 Q 6 HEEL HEIGHT 25'4" VRULTEO END DETAIL I2 s V%'to a L K HEEL lVE ICHT PLUMN CUT © VRULTEO PITCH OVERHANG PLL910 CUT tz TART PITCH GVERH6NHC. 7 fl co Lt7 z' C') CU + u u U m m Do CO cn m D] BEARING LEGEND 10T01 Truss uuanTITLJ. = 1bJ. Hangers Ont. Hanger 18 Hus-26 t8 0-IEEIORH1� 2 , -26-2 ^VAL00* L6HE GMTINC V�LG GEARING 3'9" H I 31 ' 8 " ---� M rn N ram, r r N r r\ r r\ r" rn co -+ U u u LIJ W L LI L d LLI LL1 L d L d UJ LLI u C .) U CJl C J ? CJ5 DG 05 04 D3 D2 D1 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 > O EJ7 EJ7 ;A�Fs094,7,HFjjjs EJ7 oR OFT# coi EJ7 EJ7 MESE PLANS ARE SU �DALL PROPOSED WORK REQUIRED By ECTT11A:CORRECRDNS F MAYBENE �r PECT ER TO r COMPLYWjTHALL APPL"' 0 R TO EJ7 E5 THESE PLANS HA VE BEEN R EV I E WED E 1 INACCORDANCE WITH THE F40RIDA E1 BUILDING CODE, El EI E1 E1 E2 E3 E4 CJ5 CJ3 CJl U U (j w W W Ld w Lu U U U 12'8'" 23, 4." MMUY NaAVFONb r1EkrlP. '. r i NCTu �c v,4 a3 i � r'� 'n0N bEafDN WNW' EN0INEIR � AHr .� r.��'IYCTE REVIElY 'ANC WNTRo AG" ,Vr^` _ ;InmiTTAC OR ALLRW " • i(VINO THE is complete iN STRICT WNI'RWOn REM,�1lrl@.' I AOWNDAtIM V 'MONS. WNriN HA4..a . 1TN°^R00IIG I, TEOHNICM BE ,mH 'm""AKC n , ,N,.. >T� 1 lo5 LAYOUT OM-WN FROM PLANS LOST OATEO 05/22/_03 TJ TRUSS SUPPLIES ALL STRNORRD TRUSS TO TRUSS CONNECTORS FOR GRAVITY LORDS ONLY. ALL UPLIFT I' CONNECTIONS ARE BY BLOR. ALL DRAWN WALLS ARE BEARING WALLS UNLESS OTHERWISE STATED. ,ALL UNDERFRAMING OF DROP CEILINGS AND FINISH FARMING OF SPECIAL CEILINGS IS BY BUILDER. BUILDING DESIGNER RESPONSIBILITIES: TO PROVIDE A BRACING PLAN FOR THE STRUCTURAL INDEPENDENT OF THE INOIVIOURL TRUSS BRACING REOUIRMENT BRACING REOUIREO BY THE INDIVIDUAL TRUSS COMPONENTS IS TO OVERCOME BENDING OFN SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR WIND LORDS AND SHOULD NOT BE CONFUSED WITH THE BRACING REOUIRMENTS OF THE BUILDING STRUCTURE. TJ TRUSS DISCLAIMERS: ' FOR ANY CONFLICT BETWEEN THIS SETTING PLAN AND THE INDIVIDUAL ENGINEERED DRAWINGS, THE INDIVIDUAL ENGINEERED DRAWING WILL TAKE PRECEDENCE. DO NOT CUT OR ALTER ANY TRUSS WITHOUT CONSULTING A DESIGNER AT TJ TRUSS FIRST. ANY PARTY WHO CUTS OR DAMAGES R TRUSS SHALL BE RESPONSIBLE FOR THE COST OF THE REOUIREO ENGINEERING DESIGN AND REPAIR OF THE TRUSS. NO BACK CHARGES WILL BE ACCEPTED UNLESS APPROVED IN WRITING BY AN OFFICER OF TJ TRUSS CORP. FAILURE TO SEEK THE RESOLUTION OF A PROBLEM UNTILL AFTER THE ROOF IS SHINGLEO OR THE DRYWALL IS INSTALLED SHALL CONSTITUTE ACCEPTANCE OF THE PROBLEM BY THE CUSTOMER AND THE CUSTOMER SHALL BEAR TOTAL FINANCIAL RESPONSIBILITY TO RESOLVE THE PROBLEM. CUSTOMERS RESPONSIBILITY: PROVIDE AND INSTALL ANY AND ALL PERMANENT BRACING REOUIREO BY ` THE TRUSS DESIGNS. PROVIDE R SUITABLEUNOBSTRUCTEDAREA TO UNLOAD TRUSSES. TO ERECT ALL TRUSS COMPONENTS IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE PUBLICATION HIB-91 AND TO SEEK PROFESSIONAL HELP AND ADVICE', ON ANY QUESTIONS PRIOR TO THE ERRECTION OF THE TRUSSES. o I�. WIND SPEED = 140 `( DESIGN CRITERIA: RSCE 7-98I ROOF LOADS FLOOR LOADS , TCLL: 30 TCLL: TCDL: 7 TCOL: BCLL: 0 - BOLL: IBCDL: -10 BCOL: TOTAL: 47 TOTAL: INCREEAASEE 1 . 33 ILNCRERSEE �IDRAWN BY: NEIL LAPORTE nATP- 07/02/03 1.) I2.) 3.) 4.) S.) APPROVAL IS NEEDED WEEKS PRIOR O DELIVERY DATE YOUR SIGNATURE WILL ACKNOWLEDGE (1) AUTHORIZATION TO BEGIN FRBRICRTION (2) VERIFICATION OF DIMENSIONS PITCHES, HEELHEIGHTSa OVERHANGS, ETC. (3) TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT! ` I I ❑ APPROVED ❑ APPROVED AS NOTED SIGNED_ DATE DELIVERY DATE I DELIVERY ADDRESS: 0 TRUSS Cu"RP. 2900 INDUSTRIAL 33RD _ 4 FT. PIERCE, FL. 34946 ) 6 - 3388 C88 32 C888) 326 - 3388 TiTRUSS 0 AOL .COM ' SPANNING THE DISTANCE - WITH PEAK PERFORMANCE a,IuirIInnlp (' _ Certificae'�Fy=, �# 3 0891 NO. t 7d ct ,.JOB IUl 11I ^3° CUSTOMER: OWNER BUILDER• PROJECT: LETTERIOLI RES. - OWNER: KELLI & MICHAEL LETTERIOLI ADDRESS: 1673 SW DRYSLANO PLACEMENT ONLY1IICOUNTY: ST. LUCIE