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HomeMy WebLinkAboutBuilding PlansST LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: 08040268 BUILDING ADDRESS: LOT 74ra VENTURE III CONTRACTOR: DENEMARK CONSTRUCTION E DESIGN a OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS AND SKYLIGHTS _ OPENING ID PRODUCT MODEL# MANUFACTURER GLASS DESCRIPTION ATTACHMENT METHOD TYPE, SIZE SPACING E IMBEDIMENT BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE WINDOWS SINGLE HUNG SERIES 2500 LOWE'S/WEST PALM IMPACT GLASS MO X 2-1/2' PAN HEAD SCREWS AT 12' O.C.. , FILL ALL HOLES +40.7, -42.1 +50.7, -50.7 DOORS 3068 S.C. WOOD EDGE -STEEL SIDE MASONITE IMPACT GLASS uIO X 3' FLAT HEAD SCREWS AT 18- O.C.. ! 6- EA. END +40.7, -42.1 +50.5, -50.5 DOORS 2868 S.C. WOOD EDGE -STEEL SIDE MASONITE IMPACT GLASS UIO X 3' FLAT 14EAD SCREWS AT 18" O.C.. 6' EA. END +40.7, -42.1 +50.5, -50.5 PRODUCT MODELu MANUFACTURER ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE SPACING & IMBEDIMENT PRESSUpE PRESSURE ROOF 5V-CRIMP METAL SOUTHEASTERN METALS SEE ATTACHMENT DETAIL ON PAGE 4 + / - 154.75 PSF ALUMINUM 'F' CHANNEL AT WALL AND J CHANNEL AT SOFFITS NUM v' OOV- �V o FASCIA NAILED W/ 0.10' DIA SHANK X 3/16" DIA. HEAD +70, -61 PSF I- 'LONG CORROSION RESISTANT NAILS AT 12" O.C. SIDING 5/8' STUCCO OVER CONCRETE FILLED FOAM BLOCK EXTERIOR WALLS(SEE TYPICAL WALL SECTIOF HLA21ZICANE PA S IMPACT GLASS t __ IANNDD�APPPRROVED UC MATlQK .� IIT.(SEALED INC-ER OF RECORD) `REVISIONss3 08-08-08 NAME JOHN H. C12ESWIB-Ll P.E. SIGNATIRE -- Gi:Ql��i HTUKU VtN rca „ ar TEFL MINIMUM IN BEAMS AND COLUMNS.Iv iv C (TYPICAL) LUMBER IN CONTACT WITH 7, A H CONCRETE OR MASONRY SHALL P--- - - - -- a� BE: PRESSURE TREATED. ``) 00 cn 11,6 --- ---- 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO RANGE $ - `� IN, OF HARDWARE IS NOT PERMITTED. MICRO I--8'-4" WINDOW PRESSURE CHART 140 MPH TAG PRESSURES ZONE SQ.FT. +42.8 / -46.4 4 10 +40.4 / -44.6 4 20 +37.9 / -42.4 4 50 +36.3 / -39.9 4 100 END ZONE +42.8 / -57.3 5 10 +40.4 / -53.7 G +37.9 / -48.6 5 50 -44.6 5 loo LANDING 609 'PLANS � O P J3M/ � '� 4' 011DE X 3'6' DEEP � Ira c�� MUST BE PT ON J06 OR NO' INS�E ON lalLi 89MA ` 21' 6" co l � � ZL UJI ROM �j�� pa I RRs11704W 1i77fllll f_ /7''� V 0 - a... - - ; ,.,'• ; ;,• •':;. u12 PAGE I 1 �4 1 C '. -1 =15 PAGE 2 CONCRETE FILLED INSULATED FOAM BLOCK EX'i'ERIOR WALLS WITH TYPICAL STUCCO FINISH 9 114 i 3/4• T&G DECKING GLUED AND SCREWED W/410 X 2' WOOD SCREWS AT 8' O.C. PROVIDE FIRE STOP EVERY 500 SO. FT_---� 2'X8' FLOOR JOISTS AT 16' O.C. (4) 2'X8' P.T/ WOOD BEAM NAIL EACH 2' X 8' TO EACH OTHER WA3) 16D AT 6' O.C. I' FROM T✓;B AND (1) IN CENTS FOR FULL LENGTH OF BEAM (SIMPSON) MTS12 —W/(14) IOD X 11¢ both sides 'SIIVPSON' HETA20 EA.SIDE ,,,`WAIO) IODX 1-1/2 16' X 8' CONC. COLUMN W/(2) #5'S VERT. W/17 HOOK IN FOOTING. LAP BAR ENDS 48 BAR.DIA.(MIN) FILL EA. BARRED CELL SOLID W/3000 PSI CONCRETE J `��. } ° 36' X 36' XI7 FOOTING PAD c I4 W/(4) u 5'S EACH WAY HIP 3' IROOF EDGE M 0 HIP 3' :CD3 © O 3 O Cn O QOO ROOF SHEATHING NAILING ZONES IQ 8D Y 6'OC EDGES !a 6'OC IN FIELD 2 8D O 6'OC EDGES 6-OC IN FIELD 3 8D 6 4'OC EDGES E 6'OC IN FIELD 15 > MEAN ROOF HEIGHT I STORY 8D RING SHANK co NON -BEARING HEADER SCHEDULE z � SIZE SPECIES NAILING OPENING JACKS FULL STUD Q 12 f ,r 'D (2)2X4 SPF STAGGERED UP TO 3'-II (1)(1) 12'OC 16D Lu U) (2)2X6 SPF STAGGERED 4' TO 9-8 (D (1) 12'OC 16D Lu Lu IL V W /�-l} 2'MAX OIVJy~`` u j HEADER -I c"�ir 0 z u LL W o V L ® RE CENTER BEAM NAILING O.C. 2'MAXONLL w Lu 08-08-08 1l } •f. ye) 0,11 Y ,11— {�' {1� s FOOTING PADS AT "PnnTINC' BASE OF 4'X4' WO POSTS(SEE PAGE 4)' rrjKr. AT d -A•J d -A•J� " r^. 1'X4' •8' O.C. E CONT. NAILED TO TOP OF BOTTOM CHORD W2u8 COf�MAON EA. TRUSS R-30 1/2• 1/7 NOTES ADD DBL. 7 X 6' UNDER EACH GIRDER TRUSS. 'SIMPSON' HUS26 W/(14) 16D IN RIM JOIST AND (6) 16D IN FLOOR JOIST 5/8' 0 WEDGE ANCHOR RIM JOIST TO EXT. WALL AT 24' O.C. EMBED 7' IN CONCRETE 3/4' TEG DECKING GLUED AND SCREWED AT 8' O.C. PROVIDE FIRE STOP, EVERY 500 SO. FT 12-22 INSULATION-- TX8' FLOOR JOISTS AT 16' O.C. 7X8' RIM JOIST ALL SIDES CONCRETE IN CRAWL \-ALCOA VENTED ALUMINUM SOFFIT CANTILEVER BOTTOM CHORD FRONT, LEFT E REAR 5V-CRIMP METAL ROOF OVER 30a FELT OVER 19/37 CDX PLYWOOD OVER ENGINEERED ROOF TRLSSES 12 1-ETA20 AT EACH TRUSS TOR <SEE DETAILS) CONCTO EDLLE ETEFOR SCH�IA.E FOR DETAILS) 5 METAL DRIP FLASHING nn 'X2' P.T. DRIP EDGE N.T.S. 4 C T r `f .. .� �, 1 '! i ,. U } k . AX .. .. F f t i yYk �t j x , ,. ` p £ .. , .. r ' , t II _,, i £ , X� I II is S , I , },. .' III s ] I< {( 1 I 5 1 . III , _ Pr .. .: .. ,.II 1 _ . . .. , ". r - d II 4-9 x 11 II II f I III x}e 1 X e,�� ,. W/D ,y } 5� iY O,, 4, 3 � I I � I I I ��_' I I �: , " %� ,,I�I I I 11 I . i - , BATH#2 loo cFM g VTR. LOAD CALCULATIONS RESIDENTIAL 150 AMP ELECT. PANEL 240- IC 3W CIRC. DESCRIPTION VOLT SIZE WATT WIRE 1,2 AC/AH 240 60 12,000 6 3A WTR. HTR. 240 30 3,500 10 5,6 OVEN/RANGE 240 50 12,000 6 7,8 DRYER 240 30 1,000 10 9 LIVING RM. 120 15 1,500 14 10 BEDROOM al 120 15 1,000 14 11 BEDROOM u2 120 15 1,000 14 12 DINING RM. 120 20 1,000 12 13 LAUNDRY/WASHER 120 20 1,000 12 14 KITCHEN 120 20 2,000 GFI 15 BATHROOMS 120 20 1,000 GFI 16 SPARE 120 20 1,000 12 FIRST 10,000 - 10,000 38,000 WATTS REMAIN. 28,000 AT 40% - II 200 AMPS - 21,200/240 - 88.33 AMPS USE 150 AMP. SERVICE u f - TT1 �.:, � I Ir 1e, ,1"- 1 , ,L �_,, , I , II 1. ` i 8 X 4-4 LL , I II 1, I , 1�1�, �I1 ,., v , 1�� � , ',T , , �,f'I . ,, � I �I I� T 0 }; 6-6 1I ,x ,I ,II , " I- :'I:":, I,,, I�, I� BEDROOMttI� 10 X 6-6 , x ,* xp l+ v', + q. II .. Y r y w. "�'IP- -"; ym,, ,,r 'Ya"t a , 'If,1 �Y ��'Y {rye 3� ?" �'v� �, f"'$ 4��' '-..,. s , � . � r t �v,... ' � IfI " QED tt I ROOM 2 4V ( r n :u/b r a y ..r�e'�H"� ,� :� 'l I1 p 0 d }" , M ,m i xE,)fiY 5 y 3 e i IT 1 "`� . 1 1 X r _ � 1 i (ii .;ta"' e i- h' t B I S z I i . iilrk�*r� xxF .r IiliPi I ')` ) II .' < , �� '` 'Y. 12'X V_ . / UFO k -.^ �` A, I `" i Vw�E- >�. I. } ' WH /P - i',4 / --" ELECTRICAL LEGEND 1/2 ON SWITCH 110 V. RECEPTACLE p&. p IIO V. RECEPTACLE Q 220 V. SPECIAL PURPOSE CURET , " ,. B FLOOR OURET 4 RECESSED - AD.A EYEBALL WALL MOUNT LIGHT FIXTURE * IIOV FOR FIXTUREUJTE,ETC) 0 RECESSED LIGHT ® EXHAUST FANILITE COMBINTION ® EXHAUST FAN CEILING FAN yty CEILING FAN W/ LIGHT !/h�•d2C� `dP3 SINGLE POUF SWITCH DOUBLE POLE SWITCH pI 220 V. DISCOMECT ® SMOKE DETECTOR ® CARBON MONOXIDE ALARM ROOD LIGHT C� DooR OPENER FLUORESCENT LIGHT FLUORESCENT LIGHT pI''}� ELECTRICAL PANE_ I II L� ELECTRICAL METER r.A? F 14 , T'I",,l�, H< TELEVISION JACK (CABLE) bPHONE JACK O DOORBE UGARAGE DOOR BUTTCN OI1 CHIMES {Y 4 ,(^. F w N �� ` a } } H IED SPEAKERS £, ` . � _ 1 1;' . ,, r fL • 1) ��_'- %% GFI GROUND FAULT INTERRUPT . 11 A CARBON MONOXIDE ACCORDANCEBE INSTALLED IN WITH > + ' !' a• if ' `'1 f'' SLEEPINGRP TYPICAL ELECTRIC RISE.Tl� 15F AMP,I �., 1P 5/230VPER 2 5 N.E.C. 1-,o AMP W/150 AMP MAIN BREAKER N.T.S. nLAIN DKSconr Ec3o c1RCA BY FPLIC MEIT32 @ �3OAMP 1 10M1� AC METER BY - FEILD LOI (3) =2/0 TH-iJ-CU IN 7 CXYIMIT LFER GROLM REC) AIRED u4 SOLID OR ST12140M CU. GROUNDED TO (2)V5 } REIW-ORCING BARS AT FOUNDATION BASE 2 GRPDRODS • 6 APART— >r2/- 0-1 ELECTRICAL NOTES *150 AMP SERVICE *SMOKE DETECTORS AS REQUIRED *FIELD VERIFY Q,IECEPTACLE LOCATIONS *GARBAGE DISK=lOSAL_ *ALL BRANCH CIRCUITS THAT SUPPLY 125V. " . , 5 . SINGLE PHASE, 15 AND 20 AMP RECEPTACLE OUTLETS IN:iTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN "ARC -FAULT CIRCUIT INTERRUPTER(S)'. *RECESSED LK31-ITING FIXTURES 1. �� MUST COMPLY WITH FLORIDA ENERGY CODE 6061ABC. 1.2.4. I I'll PRODUCT APPROVAL (TOTALLY ENCLOSED) f.I ! � � BRG POINT �PUSS LD UPLIFT rO FGCTOR COONNECTOR I CO TY ®E USE CONPL FCTOR DESIGN CRITERIA= Truss Design Criteria: FBC Wind Design Criteria: ASCE 2004 /TPI 1-02 7-02 9 TRUSS DESIGN LOADS Roof Floor Top Chord live load : 20 — Top Chord dead load : 15 — Bottom Chord dead load 10 — Bottom Chord live load : 10 — Total load in sf: 55 — Duration Increase Factor: 1 1.25 — Wind Design Speed: 1 140MPH" Wind Design Exposure: I C ik`4 4 �. CONCRETE < I 1725 S I-IETA20 1805 - - 10 IOD X I I/2 � TRUSS TO < 625 U I RTA7 650 1 - - 08DX11/2 i ! � WOOD ev4" .a, S '. .. .: 9' .,,., ,..,,, I T R MF P CONNECTOR G U-US S SIMP ON S . : .... ..'e • ,. ,. a-.-' , ,' "" „'., .. I Q x" e W W U y. b rI, . .. Q . ..,, ,..:: •, , 5 BI YJ b CJ5 CJ3 CJI 978 STORAGE FLAT CLNG 9'78 APPROVED TRUSS ANCHOR BY BUILDE Ifs I -EIGHT = 41 / 16" BOTTOM = 2X4 (MIN) TOP - 2X4 (MIN) Jr12 10-117 TRUSS END DETAIL —0 LO u) 0 _ 's a I 6 —7 U U U W W W LU W Approved By LLI M dLO _ 0MZ 216' T TLE y r a m W �r ---- to a Pr)z ,Yg,k,,h Date: _ a „zV�(6 "Requested Truss Delivery" o `o o0 o�_j w —i We receive this must approval 2 weeks prior to 7.3 requested delivery week. This is authoization Ft. Ple - Faz n 465 7 29 Pan Ft Lauderdale — 954)491-3310 C� to build and ship trusses the week specified Ft Laudmiale - Fa. (954)491-6237 S5 Ship Week of ttiG i provide map and special delivery instructions A APPROVED AS NOTED MAIN OFFICE: 2590 North Kings Highway, Fort Pierce FL 34951 9 Y. LH REVISE .AND RESUBMIT 10100 W. Sample Road, Suite / 328• Coral Springs, FL 33065 EDGERLY CONSTRUCTION Q REcauESTED c.OPFEs rnu muss ;, i r ENGIVEERING PLACEMENT RASIED SEA LED...........:❑ ❑QTY SIMMONS RES '' ." " 4 `3 LOT 1so'' �) „ QTY .. .., QTY FLAT SEAL.... Q ❑ VENTURE OUT _) ,�„E .„ ,�,,;,� 311 1 3 ; .QTY NO " SAL, .,.©.QTY. ❑QTY. "M.,�«. 6 26 08 / / N/A . ' I l �.e -