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Permit 1399 Main St (vault) JOB ADDRESS 3 nl 9 TYPE WORK PROPERTY 0,,& cc CONTRA TELEPHONE PERMIT NITER 51'7 $ DATE INSPECTIONS.• FOOTING 1, of SLAB TL BEAM LINTEL . NAILING/S2ZFATffiV1G of alct- F. AAMV"OVER VP 7 INSUTATTON FINAL BUILDING CE1UMCATE OF OCCUPANCY ELEC3BIC4L PERAan a'4 INSPECTIONS ROUGH Jl ( 0 FINAL v MEMMCAL PEM"-2q—' `a q' INSPECTIONS ROUGE 1 o-3 FINAL PLUM2ffGP,F.R1 MV l f INSPECT IONS ROUGUIUNDER SLAB 11 I i�n r 7 TOPODT WATER/SVFR FINAL t NOM.- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 6/06/03 Parcel Number . . . . . 171053-0000- - Property Address . . . 1399 MAIN ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . . . . BESTCON, INC. 904 246-3747 Application number 02-00024781 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . TYPE VI Occupancy type . . . . RESIDENTIAL 1 Flood Zone . . . . . . ZONE X Approved . . . . . . . -S l Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL BUILDING, PLA MVING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: ' ' l Building Contractor : Building Permit Number: '2 �� `l Address : 1 l Le-al Description: Lot. o .{ 1 1�1(:7Cj� �' :-1 -SCCA On � Imorovements to the above described prcoerty have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: reauired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works Flanni r, SRO g Building Feb�27- 2003 9:11AM BESTCON Inc. No-2462 P• 1 FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Feb. 25 2003 07!49M P2 MAP SHOWING BOUNDARY 'SURVEY OF LOT 1. BLOCK 227. AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAOE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: SGT N, NCA BEARING REFERENCE: N01 ' O"W FOR THE EAFi Y R UNE FOR MAIN TRLET•- axvAT1Od OWN -M 10 7 REFERS -TR NAT, QOETIC! VyltliCAL Pi5TUM, ROGER & MARIE METZGER OLD REPUBLIC NATIONAL T17LE INSURANCE COMPANY DEBORAH W. TAYLOR, P•A_ 9 L 0 C K 2 2 II L O T , L O T 2 S01*22'00"E 70.00' k!1M 4 B L O C K ' 2 2 7 ' LOT 1 4 Ald PAD roe 20.0 1 10 W r� z F 1 STORY VINYL 4J Y _ W SIDING d' a O R DM/1ll EAJTs 99 O FTN KL EL (10.76) L I^ '/� O fjn w :f ..-- to a .�Rgdla�OiriN! 9.7' � J l y Z Z, 2 T .( PlMtlf N01* VV r. --wr70O' X_cnuc OF PAvOMWH �� MAIN STREET (SW M40HT OF WAY) rno c' FINAL SURVEY% 2-20-2003 N1Fs FOUND ALL IRONS FOUNDA , 11-i1-ami NOTIQ FOUND ALL RONS. EXCEPT AS NOTED I NEMY CCRIWY THAT TOS SURVEY,P6RFORYFn 1iNnFR MV RFSPC1NS61,.E DIR CTCV MEETS Tiff 1 F[;FND� MINIMUM TECHNICAL STAAOARDS FOR LAND SURVlLY0R5 IN ACCORDANCE 1MTH CHAPTER$1017-6,FLORIDA ip1MD Cowsm No"Lum A0Wt*STRATIVE CODE(PURSUANT TO SECTION 472,027, FLORIDA STATUTES). AND FURTHER CERTIFY THAT s 1/Y FOM SM _ THERE ARE NO VISIBLE ENCROAOHMENT3 UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. Q, 1101-to bQg: TMC LOT SURVEY0"OWN APPEARS TO UE W NW FLOW CLARSVN AND ASSOgATE N'IC. i UNSTN lass a As ICA=FIM DE ILD M MMOE WE 1643 NALDO A%E.,JACKOW 11E,FL. 7 CH *M YAPS COMMUNITY PANFl NO 1'2W79= OM O6.OATffi 4-17-90. P,¢ P �^� P.gT-¢}PDp.M�� TANGENCY SURVEYED plila POWT 3;N5FAMM SEPTEMBER i7__ . 2002, rb mm SCALE V - 20' �-v-� suRWy0*NO "4Y.ROMA nv �CDN06E1L PIPE SOov 624 PACES 64 JOSE A. HILL -49. �M-oWRlicb uTUTYuIIc Received Time Feb-25,- _U_9:O 4 A�niouY NAT vu u1 wTNniT tMRcVxcD 1xraroR c SEAL FT- Gr-)PT-AlDE',IELOPT-v(ENi lN-FOEld6ZON Location:• I Q Type. of Development: Flood Zone: X Required Lowest Floor Elevation: (� If building is located within a flood hazard zone, a survey must be made AFTER= SLAB HAS BEEN POURED, certff�ing tit the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. CONDAENTS: Applicant Acisnbwledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all otherr�l�aws.or ordinances affecting the propo elopement. Date 04-7— =A ficamt's Si Dem Use: Required Lowest Floor Elevation Z O.O As Built Lowest Floor Elevation Si-vey Fred with Building Dement Buildiag Department Represve r p'(LANrj�, - - _ oR�oP • OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE ,3 MA Sr ,x. 13, 0 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 0 Doc) ZS L�� — o 4a ess � 140 KA e- 4 1� 1 S ,[lam 6tiioc &-p 7 Lo CU VA-�-E CL e e $x,'00 REINSPECT FEE x It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made,call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. PREPARED 2/22/03, 8:34:26 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 2/24/03 ------------------------------------------------------------------------------------------------ ADDRESS 1399 MAIN ST SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL 171053-0000- APPL NUMBER: 02-00024781 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERlIIT: RLIC 00 ELECTRICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 22 01 1/07/03 LJH BL ROUGH TIME: 17:00 1/07/03 AP 23 01 2/13/03 LJH EL FINAL TIME: 08:00 2/18/03 DP final for temporary power - have letter 24 01 — 2/24103 L — EL ELECTRIC TEMP SERVICE TIME: 08:00 ------ B R3;T`1 A HAPS`LETT$R -------- - --- - ------------------ COMMENTS AND NOTES -------------------------------------- REPREb 2/133/03, :43:11 INSPECTION TICKET PAGE 1 CITY`OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 2/13/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 13W MAIN ST SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER . . PHONE PARCEL . . 171053-0000- - ADPL NUMBER: 02-00024781 SINGLE FAMILY RESIDENCE --------------------------------------------------------------------- --- -- -�-- -- PMIT: HLRC 00 BLIMICAL P11NIT REQUESTED INSP DESCRIPTION ,�ql TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------- ----- - --------------- ----- -- 22 01 1/07/03 LJH BL ROUGH TIME: 17:00 C- - � -----------Jf 1/07/03 AP 23 01 2/13/03 LJH EL FINAL TIME: 08:00 __________ ------- final for temporary power - have letter -------------------------------------- COMMENTS AND NOTES -------------------------------------- Kil c of \0 t o{ VvQV� L a„ GNPN'Gpv P�,. pa ai�n0 ce QM BANG U Neie PrP D F Fp �(. °�o� a VIO�Opoti S'R`�e�o ss oo9p ore Ae 04 aa°y O °ae F��p9 G O��O ,F\aa0'1 a i�o°uP Nam ONG voo Ged 6V G ! page F�acr'00i,�9 Pn� M°°• Daae �� oD ias'Pe PP,BPARED `2/26/03, 16:59:10 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 2/27/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1399 MAIN ST SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER . . PHONE PARCEL . . 171053-0000- - APPL NUMBER: 02-00024781 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PWIT: BLDG 00 BUILDING PBRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/01/02 LJH BD FOOTING TIME: 08:00 11/04/02 AP 11 01 11/25/02 LJH BD SLAB TIME: 08:00 11/25/02 AP 13 01 12/23/02 LJH BD FRAMING TIME: 13:00 12/23/02 DP roof and wall sheathing and ext. strapping 17 01 12/30/02 LJH BD SHEATHING TIME: 13:00 12/30/02 AP ROOF AND WALL SHEATHING 545-4753 13 02 1/07/03 LJH BD FRAMING TIME: 17:00 1/07/03 AP AM 0 PM COVER UP 15 01 1/13/03 L H B NSULATION TIME: 08:00 1/14/03 A 16 01 2/27/03 L BD FINAL TIME: 08:00 ----- ----------------------------------------------------------------------------------- PBRNIT: ELIC 0 SLBCTRICAL PBRNIT REQ ESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 22 01 1/07/03 LJH EL ROUGH TIME: 17:00 1/07/03 AP 23 01 2/13/03 LJH EL FINAL TIME: 08:00 2/18/03 DP final for temporary power - have letter 24 01 2/24/03 LJH EL ELECTRIC TEMP SERVICE TIME: 08:00 2/25/03 APEARLY POWER HAVE LETTER 23 02 2/27/03 LJH Ej4INAL TIME: 08:00 ------------------------------------------------------------------------------------------------ PBRNIT: N$CH 00 KICHANICAL PBRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 32 01 1/07/03 LJH ME ROUGH TIME: 17:00 2/18/03 AP 34 01 2/27 03 LJH ME NAL TIME: 08:00 ------------------------------------------------------------------------------------------------ PBRNIT: PLBG 00 PLUNBING PBRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 42 01 11/13/02 LJH PL ROUGH TIME: 08:00 11/15/02 DP 42 02 11/18/02 LJH PL ROUGH TIME: 08:00 11/20/02 AP 41 01 1/07/03 LJH7F'INAL ERSLAB TIME: 17:00 2/18/03 AP 45 01 2/27/03 LJH TIME: 08:00 pZLAM s F�ORIO�' OF ` DD • • • " • D• NOT REMOVE JOB ADDRESS DATE 13qcl ma W .2,2 .0 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 1 PCZ- lLuc. t u Lw , t kL MG brx_-SUI f-- U90 q-*4- 1 DLL Wig-Td:Q- S kA_flD` VV_r _►.�c�t��2-- � lQ©T4. LVT $a,00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. 6t =mom wr.�r CityY��o��_f Atlantic Beach � CUSTOMER RECEIPT fef Oiler: CKOMOAEI( Type: OC Oraatr: i hate: 6/96/83 81 Receipt no: 64927 Description Qty A/ount 24781 BP BUILDING PERMITS 1 $35.99 Tender detail DENottal tendered 1954 135.8* 35. To8 Total paysent $35.08 Trans date: 6/96/93 Tise: 14:37:28 PREPARED 1/07/03, 9:53:51 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 1/07/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1399 MAIN ST SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER . . PHONE PARCEL . . 171053-0000- - APPL NUMBER: 02-00024781 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PBYIIIT: BLDG 00 BUILDING PHIMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/01/02 LJH BD FOOTING TIME: 08:00 11/04/02 AP 11 01 11/25/02 LJH BD SLAB TIME: 08:00 PREPARED 1/07/03, 9:53:51 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 1/07/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1399 MAIN ST SUBDIV: CONTRACTOR : BESTCON, INC. PHONE (904) 246-3747 OWNER . . PHONE PARCEL . . 171053-0000- - APPL NUMBER: 02-00024781 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PRRNIT: BLDG 00 BUILDIIG PRRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/01/02 LJH BD FOOTING TIME: 08:00 11/04/02 AP 11 01 11/25/02 LJH BD SLAB TIME: 08:00 11/25/02 AP 13 01 12/23/02 LJH BD FRAMING TIME: 13:00 12/23/02 DP roof, and wall sheathing and ext. strapping 17 01 12/30/02 LJH BD HEATHING TIME: 13:00 12/30/02 AP R F AND WALL SHEATHING 545-4753 13 02 1/07/03 LJH FRAMING TIME, 17:00 AM OR PM COVER UP ---------------------------- ------------------------------------------------------------------ PRRNIT: ELIC 00 BLRCTRICAL PRRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------------------------------------- 22 01 1/07/03 LJH ROUGH TIM&: 17:D0 ------------ ---------------------------------------------------------------------- Cv PRRNIT:_N= 00_KEMNICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/CO --------------------- 32 01 1/07/03 LJH M UGH TIME: 17:00 ----------- d- L------Iff---------------------------------------------------------------------- PEINIT: PLBG 00 PLUNBIIG PEINIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 42 01 11/13/02 LJH PL ROUGH TIME: 08:00 11/15/02 DP 42 02 11/18/02 LJH PL ROU— TIME: 08:00 11/20/02 AP 41 01 1/07/03 LJH —_— UIDBRSLAB TINE: 17:00 _1_ -`'3- `r-a -------------------------------------- COMMENTS AND NOTES -------------------------------------- 1 4A�B ,���23I41. ZZO��IC�4A� S �,�CCZ�1S Z��S�CTC� yAR ���Z�' 9p41 Z46 3141 S l 42 ti3.46'18 4�� g•. CZ�� Q 1'95 JAZ ��C• �g�C� '�'► ,��g�ss •R: B�s��o�, A�zv��$si ��2 11 418 .-o,,�• sC���,4Zp0�g��S L MA1'�6 s� �s�LtS�C os% p8;04 ,4 1101", B °�SB�� R�SUy �4 g°p�1�C 4e 44 i4q ��4�SQ p1�p�' �A4 B� S�A� TZ�`�•' 13�g a�� e�.t• - ©1 1111441pti y5� o oM 1p 11�ti5�40 A4 � ��oo� aoa wa1 A���pRgS 11 1 1ti� ,pti `i�� LAN F10 RIOQ' OF ADDITIONS or • " • DONOTREMOVE JOB ADDRESS DATE CJI (Z' .;23 ' THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted i $4.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. 1. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDGp.m. Monday through Friday;_ PREPARED 1/13/03, 8:19:15 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 1/13/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1399 MAIN ST SUBDIV: CONTRACTOR BESTCON, INC. PHONE ; 19041 246-3747 OWNER . . PHONE PARCEL . . 171053-0000- - APPL NUMBER: 02-00024781 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PBNMIT: BLDG 00 BUILDING PBYMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/01/02 LJH BD FOOTING TIME: 08:00 11/04/02 AP 11 01 11/25/02 LJH BD SLAB TIME: 08:00 11/25/02 AP 13 01 12/23/02 LJH BD FRAMING TIME: 13:00 12/23/02 DP roof and wall sheathing and ext. strapping 17 01 12/30/02 LJH BD SHEATHING TIME: 13:00 12/30/02 AP OF AND WALL SHEATHING 545-4753 13 02 1/07/03 LJH D FRAMING TIME: 17:00 1/07/03 AP AM OR PM COVER UP 15 01 1/13/03 LJ BD INSULATION TIME: 09:60 -------------------------------------- COMMENTS AND NOTES -------------------------------------- �RBPARRD 12/30/02, 8:45:01 INSPECTION TICKET PAGE 1 ;ITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/30/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 1399 MAIN ST SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER . . PHONE PARCEL . . 171053-0000- - ADPL NUMBER: 02-00024781 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PMIT: BLDG 00 BDILDIX PIPAIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/01/02 LJH BD FOOTING TIME: 08:00 11/04/02 AP 11 01 11/25/02 LJH BD SLAB , TIME: 08:00 11/25/02 AP 13 01 12/23/02 LJH BD FR ING TIME: 13:00 12/23/02 DP roof nd wall sheathing and ext. strapping 17 01 12/30/02 —L(� -------------------------------------- COMMENTS AND NOTES -------------------------------------- * I CITY OF 'Y`'�GfittKi PA"JEffic of Building Official r� S FOR INSPECTION Date l Permit N Time A. Received A5 9 in Job Addres Locality Owner's - -S Name Contractor l BUILDING CONCRETE ELECTRICAL PLUMBIN MECHANICAL Framing ❑ Footing O Rough Wiring Roug Air Cond.& C Re Roofing ❑ Slab C Temp Pole 0 Top Out FD Heating Insulation D Lintel E Final 0 Sewer Cl Fire Place ❑ Pre Fab READY FOR INSPECTION Mon.' Tues. Thurs. Friday P.M. A.M. Inspection Made 1 L � PM. Inspector Final Inspection 0 Certificate of Occupancy 11 Date P�LANTj�, FLORIOP OF JOB ADDRESS DATE I3gc� iM�cca Si jl . l3 �z THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 11 C2 ��- P i-� e-.r-ween SC.ee,.j,�, ] ' x' tN k kN i S\AA1 k LX LL C 2���i ��3 •t-1 P�. $�00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. :CHANICAL Cond. & ❑ sting Place ❑ Fab P.�LANrj�, �[ORIO�' INN OF OATS I'�)q 9 '' Mpg ADDRESS 1fi THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 1Z Z l S 0-ec i �} ' S $15r00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have beery made, call 247-5826, Building Depart- mentPLUMBING for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m,to 5:00 BLDG p.m. Monday through Friday. CITY OF rit�dC .80W4- ` Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received _. — RM. Job Address LocalityOwnI Nameer's� 1' Contractor cs BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C'i Footing L3 Rough Wiring G Rough ❑ Air Cond.& C7 Re Roofing ❑ Slab Temp Pole [I Top Out Ej Heating Insulation a Lintel ❑ Final C7 Sewer O Fire Place 0 Pre Fab READY FOR INSPECTION A.M, Mon. Tues. Wed. Thurs. Friday _ �• 2 R.M. Inspection Made _ PM. Inspector Final Inspection Cl Certificate of Occupancy Cl I I Date B & B EXTERMINATING C0 . , INC - 215 Osceola Street Jacksonville, Florida 32204 (904) 389-3323 • Fax (904) 389-9606 Builder: . Lot# Subdivision: Address .. Time&Date: .L'L{� ' .y Termiticide — % '' Gallons: Square Ft.: Linear Ft: Type of Fill: Slab Type: Mono Ffeet+eg. Other: Depth of Footings: Interior: Exterior--\, Areas not ready for treatment: Comments Technician: CITY OF Office of Building Official } j ` REQUEST FOR INSPECTI N Datet 4 Permit No. . L - Time A.M. Received P.M. Job Addrrepess T Locality Owner's Name 13`+.._ �c S+CgDc)__—_ __ Contractor c BUILDING !',,/CONCRET ELECTRICAL PLUMBING MECHANICAL Framing 0 o Rough Wiring i_i Rough t; Air Cond.& G Re Roofing L Slab ❑ Temp Pole ❑ Top Out C Heating Insulation ❑ Lintel ❑ Final Sewer D Fire Place Pre Fab READY FOR INSPECTION .M, Mon. Tues. Wed, Thurs. JFriday t A.M. Inspection Made __.S �,v� P.M. inspector Final Inspection 17 Certificate of Occupancy G Date DTKAMc MACIrme.9INC. 3167-201 s.sr.jam*au,rr ft JACK90H"L3.LIRL 32246 Date: c ' I '" 0 Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, APPROVE -' CITY. OF BUILDINGNTIC OFFICEACH Gary Perkins C ---- Dynamic Electric, Inc. Y� Re: Pp•EtA , `���� .���SIOIV FSA•• ///i Residence: = '` `� • = DD092737 c O, Address: ' Permit #: ��,O.NliC, s►����r����`. Cityy of Atlantic Beach eee CuSTONER RECEIPT **t Dper: DSMITH Type: OC Drawer: 1 Date: 2/21183 81 Receipt no: 36934 escron 24781 My Anount BUILDING PERMITS 1 $35.88 Tender detail CK CHEMS 3252 $35.08 Total tendered $35.M Total paynent $35.00 Trans date: 2121103 Time: 16:33:39 J � CITY OF ATLANTIC BEACH i� 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 k ee INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025510 Date 2/10/03 Property Address . . . . . . 1399 MAIN ST Tenant nbr, name . . . . . . LAWN SPRINKLERS Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ H20 MANAGEMENT, INC. 3731 C.R. 220 MIDDLEBURG FL 32068 (904) 282-6413 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 v BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RScSU1 T 113 THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS CH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C ' 10, BUILDING OFFICIAL. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: � TEL. PLUMBING CONTRACTOR: o`t CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: TEL,;Z - ` U LOWING FIXTURES o ` HOW MANY OF THE FOL �n RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATE RE-PIPE (LIST FIXTURES BEING REPIPED) t OTHER TOTAL FIXTURES: X $7-00 + 35.00= �2 MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: '1 SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS -(904) 247-5826. %l t lrsl�f� CITY OF ATLANTIC BEACH S= 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 t INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024781 Date 12/12/02 Property Address . . . . . . 1399 MAIN ST Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 115762 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 Cit+ _f fA St .46 Zita� 1g'39;53 1Zn2t42 MUM MN FOR ON OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Z z,.-7 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to com lete all items in sections I, II, III, and IV. I. Street Address: S LOCATION OF Intersecting Streets:Between And BUILDING I Sub-division d II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical /j Contractors Contractor Print (. Master Q er Z... Name of Property Owner D Signature of OwnerSig nature of Or Authorized Agent G Architect or Engineer III. GENERAL IN NZZ A. Typqof heating fuel: B. Electric IS OTHER CONSTRUCTION(3EING DONE ON THIS O Gas: _LP _Natural _Central Utility BUILDING OR SITE? via, ,y^ ❑ Oil O Other—Specify IF YES,GIVE NUMBERO O-ASTIR UCTION PERMIT Z / IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK ❑ Residential or Commercial INSTALLED ❑ New Building (Provide complete list of components on ck of this form) Q Existing Building E➢r Heat _Space _Recessed WCentral _Floor Q Replacement of existing system O Air Conditioning: Room Central O New Installation(No system previously installed) ffi"'�Duct System: Material Thickness Q Extension or add-on to existing system Maximum capacity1Qd0_cfm Q Other- Specify O Refrigeration O Cooling tower: Capacity gpm O Fire sprinklers: Number of heads (� SPACE FOR OFFICE USE ONLY O Elevator: _ Manlift_Escalator (Number) ❑ Gasoline pumps (Number) (Received) O Tanks (Number) Remarks 13 LPG containers (Number) O Unfired pressure vessel O Boilers permit Approved by Date ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency d�,Q ,11/ d 3 Q /i� ♦ G HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU2 Agency 74-17 dry u. TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 H p. Application Number . . . . . 02-00024781 Date 12/13/02 Property Address . . . . . . 1399 MAIN ST Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 115762 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SFR RADON 1267 SCHG 1692 ----- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . NEW SERVICE 200AMPS Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1 4�) 'c,— C - 1C.--, BUILDING OFFICIAL CITY OF ATLANTIC BEACH FLORIDA AP�LICATION FOR ELECTRICAL PERMIT i TO THE CHIEF ELECTRICAL INSPDLTOR. DATE' ­_/,OZ--le 20 D IMPORTANT NOTIM i IN CONSIDERATION OF K£ tCU Gl FOR DUMC THE WORK.AS DESCRIBED IN THE FOLLOWINU,WE HEREBY AGREE T'G PERFORM SAID WORK IN AC CO CE WITH TEE ATTACHED PLANS AND SMIZ:ICATIONS,WMC`H ARE A PART HEREOF, AND IN ACCOPIDANCE WITH THE ECTRICAL REC ULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCSS. i ELECTRICA FIRM: MASTER ELECTRICIAN SIGNATURE: OWNERS NAME:�� ADDRESS: /SW &414 RFD BOX!_ BLDG. SIZE BETWEEN: RES.( APT.( ) COMM,( ) PUBLIC( INDUS.( ) NEW(vj-- LD( ) REW.( ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( } SQ. FT.______ SERVICE: _ NEW, �INC REASI ( ) REPAIR( -CONDUCTORSIZE -�D � AMPS: O COPPER �^ALUMS-- PEES SWITCH OR BREAKER AMPS PH 3 W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY______ FEEDERS NO. SIZE_ Na. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN LT_O_TAL o.3a 31.100 AMPS 1 — SWITCHES --+- INCANDESCENT FLOURESCENT& M.V, FIXED APPLIANCES BELL TRANSF. � AIR H.P.4TTING H.P.RATING 10E1L. I KW.HEAT CONDITIONING CU , MOTOR OTHER MOTORS AMPS i HEAT __! 0.1 � 4VER MOTORS H.P. VOLTAGE PHS N , 0 3 H.P. VOLTAGE PHIS MISCELLANEOUS ' , TRANSFORMERS: UNDE600V OVER dOQV._..._"_ NO. KVA NO_ _ kVA r NO.NEONMA SF. NO A MA MOTOR S1ZE � SWITCH FLASHERS I upftw snon002 j City of Atlantic Beach •►* CUSTOMER RECEIPT ss► Oper: CKOMOREK Type: OC Dreyer: 1 Date: 12/23/62 81 Receipt no: 22184 Description Oty Amount 2882 25826 BP BUILDING PERMITS 1 $35.88 2882 24935 BP BUILDING PERMITS 1 $35.88 2882 24781 BP BUILDING PERMITS 1,r $3`i.88 Tender detail Ct CHECKS 2689 $165.88 Total tendered 5185.88 Total payment $185.88 Trans date: 12123/82 Time: 15:18:21 1-5q 9 r7 C, �S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024781 Date 11/08/02 Property Address . . . . . . 1399 MAIN ST Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 115762 Owner Contractor ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SFR RADON 1267 SCHG 1692 ----- Construction Type . . . . . TYPE VI --------------------------M . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 112 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 112 . 00 112 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 112 . 00 112 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF TMS PERI AND UBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH //��AP)PLICATI,0�1�j/F`OR PLUMBING PERMIT Bldg. Permit# Lam' /r r , 30B LOCATION: OWNER OF PROPERTY: /Y BUILDING CONTRACTOR: /!✓� PLUMBING CONTRACTOR Don Harris Plumbing, Co. AND ADDRESS: P.O. Box 14668 Jacksonville,-FL 3220 TELEPHONE NUMBER: (904) 772-0900 STATE LICENSE NO: CFC019194 TYPE OF BUILDING: New Construction TYPE OF WORK: New Plumbing HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS 2 LAVATORY WATER HEATERS BATH TUBS DISHWASHERS 'URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ---------------------------------------------- ------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE HOST RECENT EDITIWOF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 Oct.11 - 2002 1 :19PM WESTCON, lnc� �^7�t�nG/�� Milin No.8660 P. 1 ?-02-.iS'4-0319 �LJ l ! !' '(fl�l1 o k 49 page 1284 NOTICE OF COMMENCEMENT Ba ko : 12648 To whom it may concern: ' Pa 4: 184 Filed 6 Recorded The undersigned hereby informs you that improvements 0ULLER602 02s62:45 PN F will be made to certain real property, and in JIM FULLER p CLERK CIRCUIT COURT accordance with •section 713.13 of Florida Statutes, the DUAL COUNTY following , 1,00 following information is stated in this NOTICE OF TRU FEEi 1,66 COMMENCEMENT. RECORDING ! 5.00 00 Description of Property: Lot 1 Blk 227 Section x Atlantic Bgach, according to the plat .thereof as recorded in Plat Book 18, page 34 of the current public records of Duval County, Florida Lot 1 $1k 227 Atlantic Beach, Duval County, FL General description of improvements: single family dwelling l owner Bestcon Inc. � Address 2440 SouthBeach Parkway aaFksonville Beach, F1 32250 Owner's interest in site of the improvement Fee simple Titleholder(if other than owner) Name j Address Contractor Bestcon, Inc. Address 2440 southBeach Parkway Jacksonville Beach, F1 32250 Surety(if any) Address Amount of bond$ Name and address of any person making a loan.for the construction of the improvements. Name Amsouth Address 10245 Centurion Parkway, Jacksonville, Florida 32256 Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Lienor-'s Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name venture Title Agency, Ltd., LL Address 4315 Pablo Oaks' Court Jaoksonvi a FL 32224 -�� Bes on, c. !/ STATE OF B COUNTY OF Duval OWUer Paul W. Nichols, President The foregoing instrument was acknowledged, sworn o and subscribed be ore methis 28th day of Lu_V 2002 by- � who is perso a(1.�.tgoz piroducod __ as identification an who didldid riot take an oatl%; Prepared Byaad Return To: �/ �!k% .venture Title, Agency, Ltd., LDAP No Publ' ' at= 4315 Pablb Gakr Court r�a�poB '7daa�w+e Jacksonville, FL 32224 O 4C, a aa1ONW"BER Terri L. Lane . < Not�9opdNamc: Expires: June 5, 2004 Q! COMMEf+CD _4 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 . . INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024781 Date 10/11/02 Property Address . . . . . . 1399 MAIN ST Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 115762 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 --- --- Structure Information NEW SFR RADON 1267 SCHG 1692 ----- Construction Type . . . . . TYPE VI --------- --------------------- ------ - - -- --- -- - - -- ---------------- ----------- Permit . . . . . . BUILDING PERMIT Additional desc NEW SINGLE FAMILY RESIDENCE Permit Fee 508 . 00 Plan Check Fee 254 . 00 Issue Date . . . . Valuation . . . . 115762 --------------- ---------------------------------------------------- --------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 31 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 7 . 61 AB CONSTRUCTION SURCHARGE . 63 SECTION H IMPACT FEE 1050 . 00 STATE RADON SURCHARGE 6 . 01 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 330 . 00 WATER CONNECT METER 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due --------- --- ----- ---------- ---------- ----- -- - -- ---------- Permit Fee Total 508 . 00 508 . 00 . 00 . 00 Plan Check Total 254 . 00 254 . 00 . 00 . 00 Other Fee Total 3089 . 56 3089 . 56 . 00 . 00 Grand Total 3851 . 56 3851 . 56 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, BUILDING OFFICIAL � 02.- J M ..gip ,.. City of Atlantic Beach • 800 Seminole Road -Atlantic Beach,Florida 32233-5 5 Phone: (904)247-5800 - FAX (904)247-5805 - http://www/ci.atlantic-beach.fl-us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION,REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) �}�, { ATE �� - JOB ADDRESS 13 Ic 1±_1t�tL Sknf� t a--7 APPLICANT ADDRESS PHONE: LEGAL DES ON: BLOCK NUM- RoCc _ LOT NUMBER��_ZONING DISTRICT CONTRACTOR STATE LICENSE NVNIBER ADDRESS PHONE CITY, ay.[ �( :TATE &P, SOFAX } llalp DESCRIBE PROPOSED USE AND WORK TO BE DONE Arcto rk/6 S I P-1�2 , ( PRESENT USE OF LAND OR BUILDINGS) �lGl�1P VALUATION OF PROPOSED CONSTRUCTION Is this an addition? If yes,what are the dimensions of the added space: feei by':'feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating(air couditioning?"�-' Is approval or Homeowner's Association or other private entity required? C If yes,please sul4mit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? �]NO. pphcant certifies that no change in site grade or fill material will be used on this project. . See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP I. Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographica survey or grading plan is required. (If not required, written verification must be provided with this application.)The Department o: Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18!02 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address /3 `l 9 `'( ►4 ,+,i ST. w 1 F IZ Date Cj - / b - 0 2-- Heated Square Footage _@$ per sq ft= $ Garage/ Shed X( � �� @$ per sq ft= $ Carpo /Porch %L i-- a� j per sq ft= $ Deck �@ $ P per sq ft= $ Patio @$ per sq ft= $ TOTAL VALUATION: $ P �- � ) 14Go $ ',-(Ga Total Val ation 1St $ / 00 .o o o RemaivniniValue .per thousand or portion thereof CONSTRUCTION TYPE:x_ TOTAL BUILDING FEE $ ZONING: fiG-( + %z Filing Fee $ ;L FLOOD ZONE: _ O Fireplaces @ $15.00 $ - O - IMPERVIOUS SURFACE: < ,S-c,7,, BUILDING PERMIT FEE $ G 2- WATER WATER IMPACT FEE $ 330 SEWER IMPACT FEE $ J 2-1 C WATER METER/TAP $ es— CAPITAL IMPROVEMENT$ 3 2 I' SEWER TAP $ _ C (00)RADON IiP.0050 $ SECTION H PAVING ( ) $ C , HYDRAULIC SHARES $ C - CROSS CONNECTION $ ST(&y;-) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Aug. 22 2002 09:33AM P3 NI AP SHOWING BOUNDARY Y OF LOT 1 , BLOCK 227 ATLANTIC BEACH AS SHOWN ON MAP 0 J SURVEY ECTI ON ����� VAL COUNTY, FLORIDA. RECORDED IN pL.AT BOOK 18, PAGE 34 OF THE TRO NT PUSUC RECORDS OF DV AS FOR: NG ��W FOF2 THE EASTERLY R SEARI REFERENCE: N01'22 pOW LINE FOR MAIN STREET. B L 0 c K 2 2 8 L p T 1 L n T 2 g� r°'cs01 '22900"'E 70.00' (26-) B L o C K (8„) 2 2 7 tt i N yY , o / p T 4 1 {4�' L O ,'� (16”) w 20'SRL 0 24.7'r... z�o 0 SFF>^ FGE�_ )(VIN 1 TRUNTHUNK SIgF SHOWN !-- N N (s" 0 oast W 0 }} 4TUPL40") ) tp(24:) SWEET GUM MAGNOLIA �+• �k IN(20 ) O (14") Q1 \ W I W PERSIMMON Fo q I;x O w PROPOSED DWELLING �• :m r BAY d' F0 . .R E-L. (10.0) t I h I ML L}/l O J PINE r— 0 (s' O • ( ) W 19.0' 110.0. 00 J P PORCH I 20' BRL �� + + • (48"TWT e o {rrC+) -ON—Ott--ON GUY WIRE N01 ' �' O"--O oo_ x SEDGE' OF PAVEMENT CONCREYE BASH" MAIN STREET (SO' RIGHT OF WAY) REVISED 10-12-2001 TO SHOW 3" THROUGH 5" HARDWOOD TREES NOTE: FOUND ALL'IRONS LOCATED ALL 6" OR LARGER HARDWOOD TREES: 4-4-2001 NOTE: FOUND ALL IRONS I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECT}ON MEETS THE LEUNDI MINIMUM TECHNICAL,. STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 51G17-6, FLORIDA Y FOUND CONCRETE MONUMENT ADMINISTRATIVE CODE (PURSUANT TO SECTION 477..027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • 1/2" FVUND IRON THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERLY EXCEPT AS SHOWN. O 1/2" SET IRON - LB 1704 B.R.L 6UII DING REMICTICNJ LINE a CENTRAL ANGLE NOTE: 1'ME LOT SURVEYED HEREON APPEARS TO k,IE WITHIN FLOOD CLARSON AND ASSOCIATES, INC. L ARC`LENOYH ZONES ., "X" AS SCALED FROM THE FLOOD INSURANCE RATE 1643 NALDO AVE., JACKSONVILLE. FL„ 32207 CH CHORD RC. POINT OF CURVATURE MAPS, COMMUNITY PANEL NO. 12 475 OOO1D DATFO 4-17-89. P.T. POINT OF TANGENCY P.R.C.POINT OF REVERSE CURVb P.C.C.POINT OF COMPOUND CURVE SURVEYED MARCH 27 2DO1• FU. FOUND R/W RICHT-OF-WAY SCALE: 1" O.R.V.OFFICIAL RECORDS VOLUMV = 20' q�4NVILLE ELECTRIC It ;+uI,vCYOR N0, 1487, FLOpIDA RCP RJ.E.A. JACINi DICED CON �Tf rim n BOOK 624 PAGES 64-68 JOSE A. HILL JR. Received Time A U 9 , 2 2 -_10 :4 9 A M —GN—ovERHEAD UTILITY uNF i( SURVEY NOT vtu It) WITI LOUT EIA80SSEU SURVEYOR'S SEAi� STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor A idavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. ' 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT RMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWN VJit, DATE.„ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTt-L (A./ � DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME Kliw4 MAILING AD RESS f PHO N t FAX E-MAIL SILO ION 1� IAL BEFORE ME TffiS DAY OF ' o N. kA`i`+SF FLORIl�"A,C $TTY OF DUVAL a: D0002737 :o, -A NOTARY'S SIGNATURE 1.5p0 fa Irded `WQ •......dg'• F o��• Personally known ��i,�BC/� ��,0`0� ❑ Produced identification 6;1111t III0Type of identification produced �t�NtitlltAt���� .� P .••'sioNF' ': AS TO CONA ;�. {�y t4?A� "erssonafly known ❑ Produced identification Type of identification produced ca: 00092737 ;n ®:CIZ� 6/18/02 ����A .pUbficUnde. Q o�� O o i,��U 41C ,$till 1; Ct lS' FROM :GLARSON & ASSOCIATES FAX N0. :904 396 2633 Aug. 15 2002 09:16AM P3 MAP SHOWING BOUNDARY SURVEY ��OF LOT 1 , BLOCK 227, A SHOWN ON MAP OF SECTION H ATL.ANTIICcoBEA LF oRIDa. S RECORDED IN PLAT 1300KOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF FOR: BAF„-q7CON INS BEARING REFILKLNQLt NVl-12.00..w FOR 'THE EASTERL'i R W LINE POR MAIN STRCCT. "R REAL ESTATE GROUP OF THE SOUTHEAST SUNTRUST BANK COMMONWEALTH LAND TITLE INSURANCE COMPANY GIBRALTAR TITLE SERVICES + B L o 0 K c L O T L O 7 2 501 '22'00"E 70.00' I B L O C K 2 2 7 1 N N 1 pC c L a T O 1 _ (4 ) (ta ) « I — 20_SRL 0 24.Tr.,._-• se.o — -} 0 TREE,EGEND: TWIN 41) ) • TRUNK Std SHOWN L� I N THUS: (18 ) ff o w I o (u") O N OAK Q DRIVE 1 _ ""'IN � 1 (40 ) TRIPLE(24-) SWEET GUM TWI MAGNOLIA T (14") m 1 1 Ld PERSIMMON TZ 1-- O (ia• PROPOSED t)YYELI ING w -m © ► SAY co 0 c0 6" I UO (n LO0 W ,e.0' ha.a' 00 -� W MM m �} � (6" I ) F• F+CIRCH I "' J z -fir 25.01—(-3o) ,6.0', — 20—eki L � (2D") "I Q O, _a{ GUY WIRE N01 ' ''0t)"• O,—ok 00' Y - `EDGE OF PAVEMENT ON CCRETE CATCH BASIN MAIN STREET '(50' RIGHT OF WAY) RE\ASED 10--12-2001 TO SHOW 3" THROUGH 5" HARDWOOD TREES NOTE: FOUND ALL IRONS LOCATED ALL 6" OR LARGER HARDWOOD TREES: 4-4-2001 NOTE: FOUND ALL IRONS H&IRERY T1F`� THAT THIS SURVEY PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE IMM M CNNI AL STANDARDS FOR LAND SUkVEYORS IN,ACCORDANCE WITH CHAPTER 611317-6, FLORIDA F-OUNO CONCRETE MONUMENT ADMINSIRAIIVE CODE (PURSUANT TO SECTION 472.027. F40RIDA S'IAIUIES), AND I•URIHLR CLHIIFY [HAI • 1/2" FOUND IRON THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. .R.B.H.L. 1 2 FOUND RESTRICTIOSET IRON - O i NE BILN LINE RADIUSL ANGLE NOTE: THE LOT SURVEYED HEREON APPEARS TO UE WITHIN FLOOD CLARS N AND ASSOCIATES, INC. LL ARC LENGTH ZONCS AS SCALF0 FROM 1HE FLOOD IN'1JRANCE.RATE 1443 NAI DO AVC:.. JACKSONvILLE. FL_, 32207 CH CHORD ---�4-- P.C. POINT OF CVRVAMRE MAPS. COMMUNITY PANEL .,LO JQ QA75 - 0001D. DATED 4--17-89. P.T. PONT OF TANGENCY p R.C.POINT OF REVERSE CURVE P.C.C.POINT OF COMPOUND CURVE SURVEYED MARCH 27 , 2001. F0. FOUND R/W RIGHT-OF-WAY SCALE:_T" , O.R.V.OFFICIAL RECORDS VOLUME = a J.E.A. dU�&NMI.IF, FIFCTRtC Rr•015TCRC0 SURvtl-OR NO. 4487. rLORIDA FIELD BOOKR 2 C 8 1 V 8 d T l m'e-"AU B , 15 1-9:3 2 0 JOSE A. HILL JR. RCP REINFORCED DONCRETE PIPE —AIJ—n..eeue.w nwuwi...." WATER IMPACT fEE WORK SHEET ADDRESS: l 3c c/ el14,1A1 S7- (1U6 cJ S F I'Z- DRAINAGE FIXTURE UNIT FIXTURE TYPEVALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom grou.p.consisting.of water closet, lavatory., 22- 12- bidet, Zbidet, and bathtub or shower 6 Bathtub (With or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic Z Z- Drinking fountain c f _✓ t` �- 1/2 Floor drains 2 Kitchen sink, domestic. 2 Kitchen sink, domestic with food waste grinder and/or Z dishwasher 2 Laundry tray (1 or 2.compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 - Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet,private installation 4 s Water cioset, public installation 6 1 �� TOTAL NUMBER OF UNITS = 3 3 O• MULTIPLIED x 20 TOTAL$ rA pt JIr "'y l,ee%4i SF t'� t G.V� 1fD ' City of Atlantic Beach 800 Seminole Road -Atlantic Beach,Florida 3233-545 l3rl.1 Phone: (904)247-5800 FAX (904)247-5805 - http://www/ci.atlantic-beach.n.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX ) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) ATE JOB ADDRESS a APPLICANT ADDRESSJIAJW PHONE: LEGAL DESCRIP ON: BLOCK NUMB Rc _ LOT NUMBER ZONING DISTRICT CONTRACTOR STATE LICENSE NVMBER CPO- ADDRESS4 PHONE CITY, ) � (jt j�� &� TATE /`� l ZIP�� FAX ©� t7240 DESCRIBE PROPOSED USE AND WORK TO BE DONE 1�es ld&(Lbid P t t PRESENT USE OF LAND OR BI LDING(S) VALUATION OF PROPOSED CONSTRUCTION , �j, `� a2-440 Is this an addition? MD If yes,what are the dimensions of the added space: --feetbye'feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditionin . Is approval or Homeowner's Association or other private entity required? AJQ If yes,please sulpmit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? C]NO. pplicant certifies that no change in site grade or fill material will be used on this project. S See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor-Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Deo6ment, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and Iegible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. ' 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THATORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. �j SIGNATURE OF OWNE )Z �^ DATE, r�-7 if I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND- CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACT G-1DATE �I ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME �arpv ��rk MAILING AD RESS PHO N i FAX E-MAEL IvleS ��, SIO �'C'� �i SI�OrR �114�>��D-BEFORE ME THIS DAY OF F FLORIIPA,C $�1TY OF DUVAL DD092737 %�:2 NOTARY'S SIGNATURE '�9 '•�� BOndedaa���;���`�� ,.•OQ ��� Personally known STP, `���� ❑ Produced identification �����I�N�►I�� Type of identification produced AS TO CO N1 `A Pb'•• 6101V 4:;7-% IO44:;7-% ��' ersonally known �q ood<"u,; 'k Produced identification :* ' a: Type of identification produced k a• DD092737 :_o .. o 6/18/02 '���A ublic Uv% III. Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? es No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? No N/A (FBC 13-602.I.ABC.1.1) PLANS EXAMINER: 1, _ EO'tD DATE: ! r 4. Is the"R"value for added insulation on exterior walls shown? e No N/A 5. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.1) No N/A 6. Is the"R"value for raised floors shown? (FBC 13-605) No OWNER: F $T C 0 JOB ADDRESS: 13 9 HAffA1 7. Are Energy Credits Claimed? es No N/A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) No N/A CONTRACTOR: It S TC d a PHONE NUMBER: B. White Roof Credit (FBC 13-607.1 A.5) es Q> NIA C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes N/A (CIRCLE) I. Survey: I. Is a specific purpose survey submitted? No N/A N Foundation Plan: 2. Is correct Flood Zone shown? �e No N/A L Are all footings shown,including interior bearing walls, Column pads and concentrated loads? a No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? No N/A N an"A"or"V zone? Yes /Al 3. Are all elevation changes in slab shown? No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No 4. Is minimum concrete PSI shown? es No N/A 5. Is property in a flood way? Yes No 5. Is slab reinforcement shown? a No N/A 6. Is flood way line shown? Yes No / A. Wire mesh size and gauge? No N/A B. Fibermesh reinforcement? Yes (Ev> N!A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) No N/A II. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) No N/A 1. Are plans sealed by architect or engineer? No N/A 8, Is type of soil treatment for termites shown?(FBC 1816) N/A A. Are structural calculations submitted? es No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) a No N/A Strength ofnot less than 2500 PSI at 28 days? (FBC 1804.5.1) & No N/A 3. Is exposure category shown? (FBC 1606.L8) No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? No N/A 5. Are pressures for wind loading on components and cladding ff/ (FBC 1805.1) Yes No Shown per FBC 1606.2.5? Ye No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? &e No N/A l. Is finished grade shown? No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? No N/A stories and allowable area? & No N/A A. Minimum 8"above adjacent grade? No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 ! B. Flood protection elevation? No N/A � for structural elements? tip No N/A C. Base flood elevation? No N/A 9. Are plans designed per SSTD 10-99? Yes No 3. Is minimum footing depth beneath finished grade shown? e No N/A A. Are all appropriate charts and tables shown? Yes No (FBC 1804.1.3) B. Are all appropriate requirements cycled or highlighted? Yes No 1 4. Are all footing sizes shown? + No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes No Construction in High Wind Areas"? Yes No 6. Is vertical reinforcement shown? Yes No A. Are all appropriate charts and tables shown? Yes No 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No A. Is exterior wall finish shown? Yes No 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No I/ High Wind Areas? ]Cjd No N/A C. Is exterior wall insulation shown? Yes No A. Are all appropriate charts and tables shown? GZ> No N/A D. Is exterior wall finish shown? Yes No B. Are all appropriate requirements circled or highlighted? )a> No NIA gWood Frame Construction12. Are plans designed per"AF PA Wood Frame Construction Manual for One-and Two-Family ,Dwellings,High Wind Edition'? A. Is stud size,spacing,grade and lumber species shown? No N/A No B. Is exterior sheathing(type and thickness)shown? (Q No N/A A. Are all appropriate charts and tables shown? No / B. Are all appropriate requirements circled or highlighted? No 31 C. Are nailing requirements(size and spacing)shown? �/ No N/A (FBC Table 2306.1) 1 FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 '� Aug. 15 2002,08:16AM P3 MAP SHOWING BOUNDARY SURVEY OF LOT 1 , BLOCK 227, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON IN, BEARING RE.FERLNCk: NV1"22'00"W FOR 'THE EASTERLY R W LINE FOR MAIN STRCCT. CER TIFI D TO: REAL ESTATE GROUP OF THE SOUTHEAST SUNTRUST BANK COMMONWEALTH LAND TITLE INSURANCE COMPANY�r {. , GIBRALTAR TITLE SERVICES x City of (�t(a31l;ii; i;0�C 1 B L O C K 2 2 8 L O T 1 L O T 2 S01 22'00"E 70.00vj ' B L O C K 2 2 7 (B") ra 4 0 o L O T q 1 i (4) w 2C!6Rf. , 0 24.7' .. O'OI O TREE LEGEND: dr--14IN41) TRUNK $17t SHOWN lc� 04 THUS: (18 W O II I CAC JUIN 1 t (40") Q24-) SWEET GUM �{ TWI MAGNOLIA O 4ORIVE X 9- N ! W = PERSIMMON o_ 2 . t (1'0^ PROPOSED 0WF- LING N �� 0 I- SAY fir O u I~ w P to0 (/O� i 1(/11— (o ! L0 �/I Lo < 2") M W 0 9.0' X10.0' W 3t co (8" > m PORCH i 00 j 25.OL..(sa») as.O' J — 20' ekL i G 1 (20") fIr rn c N i, `%(/3")) (5^) \Q O I GUY WIRE90 Qj O N01 '2 '� W- m75�00' x off_ w N 3 EA go 1 EDGE OF PAVEMENT CONCRETE BATMAIN STREET IK BASIN (SO- RIGHT OF WAY) REVISED 10-42-2001 TO S14OW 3" THROUGH 5" HARDWOOD TREES NOTE: FOUND ALL IRONS LOCATED ALL,B" OR LARGER HARDWOOD TREES: 4-4-2001 NOTE:_ FOUND ALL IRONS QRERY C RTiFY THAT 1Tit5 SURVEY PERFORMED UNDER MY RESPONSIE3LE DIRECTION MEETS THE NDS`AGE-ND,MONUMENT INJ M CHNI AL STANDARDS FOR LAND SUkVEYORS ACCORDANCE WITH CHAPTER 611377-6, FLORIDA III ADMINISIRAIIVE CODE (PURSUANI TO SECTION 472.027.`ILORIDA STAIUIES), AND FURIHER CF-NIIFY THAI • 1/2' FOUND IRON THERE ARE NO VIABLE ENCROACHMENTS UPON THE SUBXCT PROPERTY EXCEPT AS SHOWN. 0 1/2" SET IRON - 1.8 1704 O.R.L.BUILOING RES'NOTION UNE CENTRAL ANOM NOTE: T}IE LOIWRVEYED HEREON APPEARS TO UE WITHIN f('00D Ci_ARSON AND ASSOCIATES, INC. LL RDIUS LENO H ZONCS ••.. -_X. iiAS SOAL£O FAW 1H£ FLOOD IN13URANCIZ RATE 1643 NAIDO AVC., JACKSONVILLE, FL. 32207 CHCHORD 75 - 0001D, DATED A-11-89. PIC, POINT OF CURVATURE MAPS. COMMUNITY FMANFLQ����„ P.T. POINT OF TANGENCY pp VE R.C.POINT OF REVERSE CUR P.C,C.POINT OF COMPOUND WRVS SURVEYED MARCH 27 2001. F0, FOND R/W RIGHT-OF-WAY .. + O,A.V.OFFICIAL RECORDS VOLUME SGALE:_1� 0 __ _ rtrctsrrrern 3urtv=ro� NO. 4167, rLOR10A J.E.A. JU( nYIt.IEflFr1RIC. FIELD 8oOKR e c e i v e d T i m-e-'A U g , 1 5.6 9:3 24 JOSE A. HILL JR. RCP REINFORCED CONCRETE PIPE O° tl/ 7 pg CJ T City of Atlantic Beach 800 Seminole Road -Atlantic Beach,Florida 32233-54 5 Phone: (904)247-5800 • FAX (904)247-5805 • http://www/ci.atlantic-beach.fLus BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION,REMODEL,ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION f ATE 0 -7 /�`4- JOB ADDRESS At �} 1 1; Q(Q(J APPLICANT ADDRESS PHONE: LEGAL DESC ON: BLOCK NUMB RLOT NUMBER _ZONING DISTRICT _ CONTRACTOR'NAWSTATE LICENSE NVMER t ADDRESS y—& PHONE � " Cr � t j C' 2CJPTATE FAX L� f -(o DESCRIBE PROPOSED USE AND WORK TO BE DONE � . kesideplid 10 t //,o r PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION Is this an addition? If yes,what are the dimensions of the added space: feet byfeet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating I air conditioning?•" -'"'-- Is approval or Homeowner's Association or other private entity required? int C? If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL?, �]NO. ppiicant certifies that no change in site grade or fill material will be used on this project. S. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.)The Department of 8/02 Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor-Affidavit if owner is contractor,and four(4)compk sets of construction plans to the Building DeOarttnent, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlan Beach,FL 32233 Telephone.(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Departntent of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF O DATE, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. LL/ SIGNATURE OF CONTRACT t� DATE Bb-7 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING TMS APPLICATION (PLEASE PRINT) NAME 1e MAILING AD KESS All PHON 71F41 r E MAII. an S , Z�SS1p C '�'�i 1646.' I D�BEFORE ME THIS 1 DAY OF —A4 kfA,'ii'&FLORIYpA, $TTY OF DUVAL D0092737 w,o: ��: o..F or ,,e O NOTARY'S SIGNATUREOka -1w �;I� aO�'�F���`� Personally known STA����` ❑ Produced identification �Htett ttutt tttttttti Type of identification produced f��r� B0C�,A AS TO CONA ,�b'� Y 14?A�'9'• "ersoy known ION�0Q ooa,Fcn: ❑ Produced identification Type of identification produced �z S DD092737 ;c �C •.* b �i I �Q"'.h Onde 8/U2 ��i� .O ;eLblic Vna• O��� Ci t �I %% FORM 600A-20U1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Lt 1,Blk 227-H Builder: Bestcon Homes Address: Lt 1 Bilk 227-H Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: Climate Zone: North I. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 - b.N/A - 5. is this a worst case? Yes 6. Conditioned floor area(ft) 1267 W c. N/A - 7. Glass area&type - a. Clear-single pane 0.0 ft2 13. Heating systems b. Clear-double pane 201.0 ft' _ a. Electric Heat Pump Cap:30.0 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:6.80 - d. Tint/other SHGC-double pane 0.0 ft2 b. N/A 8. Floor types _ - a. Slab-On-Grade Edge Insulation R=0.0. 152.0(p)ft - c. N/A - b. N/A - c. N/A 14. Hot water systems 9, Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,898.0 ft2 _ EF:0.91 _ b.Frame,Wood,Adjacent R=11.0, 141.0 ft2 b. N/A c. N/A _ - d. N/A c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1312.0 IV 15. HVAC credits PT. _ b. Under Attic R=19.0,64.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-EI-Multizone heating) Glass/Floor Area: 0.16 Total as-built points: 21425 PASS Total base points: 21544 PASS I hereby certify that the plans and specifications covered Review of the plans and zxE sr by this calculation are in complianc with the Florida specifications covered by this tio4 _ apo Energy Code. calculation indicates compliance P '�,� .�1\ ..S with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: -2,1 .5 llt7 2--- this building will be inspected for , I hereby certify that this building asdesi compliance with Section 553.908 f�ooa �y� compliance orid ergy 7 Florida Statutes. oe- OWNS AG.EJV ,' r BUILDING OFFICIAL: DATE: DATE: �-- EnergyGauge®(Version: FLR1PB vl21) p `' PAGE 1 Date: 08/06/2002 MANNING BUILDING SUPPLY LOG # : B0647 TRUSS DIVISION JOB #: JACKSONVILLE alesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: „ Address: 2440 South Beach Parkway Address : LOT 1/227 ATLANTIC BEACH Jacksonville Bch, FL. 32250 "Designer: ? -------------------------------------------------------------------------------- Left Right = )tyl Span O.H. O.H. Description -------------------------------------------------------------------------------- '" 1 20 ' 116" 116" Al 10 20 ' 116" 116" A2 6 23 ' 3" 8 0 ' 0 ' B2 AISEE) 1 23 ' 3" 8 0 ' 0 ' B3 2-PLY ��J 1 25 ' 8" 1 ' 6" 0 ' C1 4 25 ' 8" 116" 0 ' C2 4 16' 1 ' 6" 0 ' C3 1 20 ' 8" 1 ' 6" 0 ' D1 5 20 ' 8" 116" 0 ' D2 1 20 ' 8" 0 ' 0 ' D3 2-PLY 1 11' 6"8 0 ' 0 ' E7 1 7 '9"8 116" 0 ' F1 1 7 ' 9"8 1 ' 6" 0 ' F2 1 9110" 1 2 ' 1117 0 ' 9 ' 10 H/J 1 7 ' 1 ' 6" 0 ' 7 ' E/J 2 5 ' 1 ' 6" 0 ' 5 ' C/J 2 3 ' 11611 0 ' 3 ' C/J 2 1' 116" 0 ' 1 ' C/J ** Hardware Roof ** P019 HUS26 1-ply Truss Hanger 1 HGUS28-2 2-ply Truss Hanger -------------------------------------------------------------------------------- 40 - Trusses 20 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 8 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 48 - Total Trusses TO BACK OF D3 GIR 21' + 11'8" -i- 20'6'8 7'6" 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS E1 TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER E2, 4. APPROVED BY N Z Ln o APPROVAL DATE= F2 DEL. DATE E3 m E5 m E6 MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JRX. FLA. 32256 11 t c� m o N - - -- - - - - -- - _ m 7/12 PITCH 24" OH SO/CUT 2 cn N m ~ JOB = BO647 inHTT. . . CUSTOMER : BESTCON INC LOC = LOT I OF 227 ATL BCH . B1 F1 DESIGNER = KEN PARKER I---- 21' 23'3"8 17'8'8 � .: ?� .., .d$ ��: »^$ �. �%■ �, ©»2 «� <� � � �� v� ©°� �. °d■ .�� y .w, �� «d� �� � »d� � �� .�� ?«% � :�� � HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 278 3325 155 (14) 16d (6) 10d X 1.5 TRUSS B HUS 28 338 3585 200 (22) 16d (8) 10d X 1.5 TRUSS " C HGUS 28-2 624 7810 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28-3 624 78lq 265 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 80 100 76- (6) 16d (6)10 d X 1.5 TRUSS F SUL/R 210 133 1660 LS (16) 16d (10) 10d X 1.5 TRUSS G SUR/L 310 186 178 72 (14) 16d (6)10d X 1.5 I-JOIST H SUR/L 314 239 179 96 (18) 16d (8)10d X 1.5 I-JOIST I SUR/L 410 186 233 127 (16) 16d (10) 16d SYS 42 J LSSU 210 96 120 62 (10) 10d (7)10d X 1.5 TRUSS K LSSUH 310 138 105 99 (14) 16d (12) 10d X 1.5 I-JOIST L TBS 2-24 (4)10d X 1.5 TRUSS BRACING M THJA 26 219 2740 134 (16) 16d (5)10d+(7)10d HIP JACK " N THA 422 363 414A 155 (22)'16d (6)10d X 1.5 SYS 42 O IUT 312 136 120 24 (14) 10d (2)10d X 1.5 I-JOIST P IUT 312-2 185 232 90 (16) 16 (6)10d DBL I-JOIST Q MIT 316 240 (12) 10d X 1.5 (2)10d X 1.5 1-JOIST R HU 11 2185 227 92 (22) 16d (6)10d X 1.5 1 PLY LVL S HGUS 48 5472 6840 583 (36) 16d (24) 16 d 2 PLY LVL T HGUS 412 9533 11335 478 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 L 8512 10640 875 (56) 16d (36) 16 d 2 PLY LVL f, V HGUS 412 R 8512 1064 875 (56) 16d (36) 16 d 2 PLY LVL W HUC 412 610A 6801 310 (56) 16d (36)'16 d 2 PLY LVL X HGUS 5.25112 9530 1133 478 (56) 16d (36) 16 d 3 PLY LVL Y HGUS 7.25112 953 966 478 (56) 16d (36) 16 d 4 PLY LVL Z H16S N N 160 (10) 10d (2)10 d TRUSS AA H16 N N 160 (10) 10d (2)10 d TRUSS BB H16-2 N NA 160 (10) 10d (2)10 d 2 PLY TRUSS CC MTS 12 N NA 100( (7)10d EA. SIDE NONE TRUSS DD HTS 20 N4 NA 145((10)10d EA. SIDE NONE 2 PLY TRUSS EE MSTA 36 1995 213 (26) 10d TRUSS FF MGT NA N4 420( (22) 10d PLUS GG GG PHI)5 NA N4 450(l 14 SDS 114X3 ADD FF HH 12 BRITE COM 11 1-318 TRUSS NAIL 11 3/4 X 023 BANDIN KK SNAP ON SEALS fp Face Mount Hangers - Plated Truss Products Min. Fasteners Doug""Larch/Sa,Pine Spruce Pine Fir Model Heel Allowable Loads Allowable Loads No. Height Carrying Carried Uplift Floor Snow Const Uplift Floor Snow Const Member Member (133) (100) (115) (125) (133) (100) (115) (125) HUS26 with Reduced Heel Height Th 6-16d 4-1 Ed 1135 1265 1455 1580 925 1050 1210 1315 HUS26 31/2 10-16d 4-16d 1135 1 800 2070 2245 925 1510 1735 1890 80 4% 14-164 6-164 1550 2565 2950 3205 1390 2155 24 .rf 4_, iriiirrr Min. Dimensions Fasteners , rpiorrrr Model No. HeelHeight Ga W H B Carrying Carried 1r01tj1� Member I Member irpltrlt " SINGLE Zx SIZES �or�jr�p LUS24 2% 1% 3y 1y4 4-104 2-1Od rrrlrri o' d o LUS26 4y 18 1W, 4% 1Y4 4-1Od4-10d d oo _ HUS26 4�(, 16 1% 5y, 3 14-16d 6-164 Typical HUS to HGUS26 4y 12 1% 5X6 5 20-164 8-164 Installation with Reduced HGUS28 5y2 12 1% 7X, 5 36-16d 10-164 LUS28 18 19/ 63e 13; 6-104 4-1od Heel Height HUS28 6, 16 1% 7 3 22-16d 8-16d LUS210 4y, 18 1W, 71-(, 19; 8-104 4-10d HUS210 BY. 16 1%, 9 3 30-i6d 10-16d ea► Model Avg Doug Fir-Larch Allowable Loads Southern Pine Allowable Loads---T- oads Spruce-Pine-Fir Allowable Loads No. UIt Uplift' I Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const (133) (160) (100) (115) (125) (133) (16 0) (1 00) (115) (125) 1 (133) (160) (100) (115) (125) SINGLE 2x SIZES LUS24 3850E-465T 490 640 735 800 490 490 690 795 855 390 465 540 625 675 LUS26 51671 930 1115 830 955 1040 1010 1165 900 1035 1125 780 935 700 805 875 HUS26 10000 1550 1550 2565 2950 3205 1550 1550 2785 3200 3325 1390 1550 2155 2475 2540 HGUS26 14178 1425 1425 3755 3905 3905 1425 1425 3905 3905 3905 1425 1425 3185 3585 3585 HGUS28 16188 1755 1755 5055 5055 5055 1755 1755 5055 5055 5055 1755 1755 4030 4155 4215 LUS28 6066 930 1115 1055 1210 1320 1010 1165 1 1140 1310 1425 780 935 890 1025 1115 HUS28 13167 20001 2000 3,985 3700 37751 2000. 1 2000 1 3380 3505 3585 1855 1 2000 2580 2680 2745 LUS210 7750930 1115 1275 1470 1595 1010 1165 1380 1590 1725 780 935 1085 1245 1355 HUS210 18833 2845 3000 3775 3920 4020 3000 3000 3585 3745 1 3850 2320 1 2780 2745 1 28701 2955 Min. Dimensions Fasteners Doug Fir-Larch/Southers Plus Spruce-Pine-Fir Model Hee[ Ga Avg Allowable Loads Allowable Loads No. Height W H B Carrying Carried Ult Uplift'I Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const lap Member Member (133) (160) (100) (115) (125) (133) (160) 1 (100) 1 (115) (125): DOUBLE 2x SIZES LUS24-2 2X, 18 3y, 3y, 2 4-164 2-16d 5303 565 565 765 880 960 465 555 640 735 800 LUS26-2 4% 18 3y 4r7A 2 4-16d 4-16d 6076 1140 1165 1000 1150 1250 925 1115 820 945 1025. 10 HHUS26-2 4% 14 3% 5 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 HGUS26-2 4y2 12 39(, 59(, 4 20-16d 8-164 114667 2000 2000 3755 4320 4695 1865 2000 3185 3680 3980 c LUS28-2 4% 18 3y, 7 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 W HHUS28-2 8y2 14 33(, 6y, 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 HGUS28-2 5y2 12 3% 7X, 4 36-16d 10-16d 25180 2650 26501 6245 1 71851 78101 2330 i 2650 5335 6070 6150 LUS210-2 9( 18 3y. 9 2 8-16d 6-16d 10907 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 z HHUS210-2 8% 14 39(, 8y/, 3 30-164 10-16d 22167 2855 3000 5190 1 5900 59001 2330 1 2795 4385 4795 4875 N HGUS210-2 7y 12 39fe 9X, 4 48-164 12-164 28333 3415 3665 7890 8110 8225 2795 3355 8110 6280 6360 CL TRIPLE 2x SIZES HGUS26-3 4y2 12 41% 4y 4 20-16d 8-16d 14667 2000 1 2000 3755 4320 4695 1865 2000 3185 3660 3980 HGUS28-3 1 5% 12 41% 1 7y 436-i6d 10-i6d 25180 2650 2650 6245 7185 7810 2330 2650 5335 6135 6665 L HGUS210 3 7�X, 12 4�g(, 9y 4 46-t6d 12-164 28333 3415 3685 7890 8665 8665 2795 3355 6745 7755 8430 HHUS210-3 By, 14 4+X, 1 9 3 30-16d 10-16d 22167 2855 3430 5190 59001 5900 2330 2795 4385 5040 5480 QUADRUPLE Zx SIZES N HHUS210-4 8y 14 6y, 8y, 3 30-164 10-164 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 1.Uplift loads have been JIM4x SIZES increased 33% LUS46 4% 18 39(, 4% 2 4-16d 4-164 1 60761 1140 1165 1000 1150 1250 925 1115 820 945 1025 and 60%for HGUS46 474, 12 33; 4?(, 4 20-164 8-16d 25180 2275 2735 3755 4320 4695 1865 2000 3185 3660 3980 earthquake or HHUS46 4q(, 14 3% 5y, 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 wind loading LUS48 4% 18 39(, 6Y, 2 6-16d 4-16d 7750 1140 11651 1265 j 1455 1585 925 1115 1050 1210 1315 with n0 further increase allowed. as HUS48 6y, 14 39(, 7 2 ! 6.16d 6-16d 11190 1550 1550 1505 1730 1885 1315 1550 1240 1425 1550 Reduce by 33% HHUS48 6Y2 14 3% 7 3 '22-16d1 8-16d 19850 2000 20001 3885 4465 4855 1860 2000 3275 3765 4095 and 60%for "HGUS414 ! 12 3y 7Xe 4 36-16d 10-16d 25180 2650 2650 6245 j 7185 7810 2330 2650 5335 6135 6665 normal loading , 18 3±(, 8j; 2 8-164 6-164 10906 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 as in cantilever 14 3y, 9 3 30.16d 10-164 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 construction. (, 12 3% ! 9 4 '46-16d 12-16d 28333 3415 3665 7890 8665 8665 2795 3355 6745 7110 7210 „ 12 3>e 107X, 4 56-16d 114-164 35000 3985 4780 1 9365 ' 10305 10440 3260 3910 7130 7305 7425 �, ; 12 3� 12X, 4 !66-164 l 16-16d 35000 1 4555 5000 110295 10525 10680 3725 4470 7295 7500 7635 101 !kl9i (80647- - A1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 114 PLF at 0.00 to 114 PLF at 20.00 TC From 54 PLF at 20,00 to 54 PLF at 21.65 BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 21.65 4X4= 7f 7 3X3% 3X30 3 X 6 3 X 6 8-1-2 3X3= 3X3= �1-6-0::j L_1-6-0::�j 10-0-0 _� 10-0-0 _I fE 20-0-0 Over Continuous Support R=153 PLF U=67 PLF W=20-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:1—F L 3 E - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--12158 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR„ SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED -000 T C D L 7.0 P S F DATE 08107102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y`�.•.• / **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI NffREO `** ^ •,.y� B C D L 5.0 P S F D R W HCUSR151 02219058 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 �F'4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t .C �� B C L L 10.0 P S F HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIEW _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP7. ALPINE { CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO y i }� t TOT.L D. 42.0 P S F S E Q N - 18211 OF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERfi DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING yXC,.� �l R`�A D U R.FAC. 1.25 F R 0 M K EN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHO NN. HE SUITABILITY AND USE OF THIS •a U Maines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AUg�'�'- Rt ! SPACING SEE ABOVE FL Certificate ofAuthorizationg567 ANSI/TPI I-1996 sfcroN 2. (80647- A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 21.65 BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 4.71 BC From 90 PLF at 4.71 to 90 PLF at 15.08 BC From 30 PLF at 15.08 to 30 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 21.65 5X5= 1.5X4 III 1.5X4 111 7 1— -1 7 30 PSF STORAGE �8-1-2 3X5(Al) 3X5= 3X5= 3X5(A1) �_1-6-0_ �1-6-0'j 1 10-0-0 1 10-0-0 fF 20-0-0 Over 2 Supports R=1246 U=549 W=3.5" R=1239 U=546 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE '''9.5d 0TY:10 FL 3 E - Scale =.3125" Ft. 8RA RACING. PREF RRTOSHIB-91 CR(HANDLINGE INSTALLING AND BRACING), PUBLISHED BY III IN FABRICATION, HANOL ING, SKIPPING, IN(TRUSSI STALLPLATEG AND TC LL 20.0 PSF REF R151--12159 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR;OR TO PERFORMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACMC0 '`�� 1�Awy. T C D L 7.0 P S F DATE 08/07/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �y ,.......... 'RIMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f \IFIL B C D L 5.0 P S F D R W HCUSR151 02219059 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILHRE TO • A L P I N E BUILD THL TRUSSIS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SN[PP[NG, INST AILING ANO _ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL GeSIGN = • I * B C L L 1 PSF HC-ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ¢ TOT.L D. 42.0 PSF S E Q N - 18215 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOOF EACH FACE OF TRUSS, AND UNLESS OTHRWI SE LOCATED ON THIS OF SI GN, POSITION CONNECTORS PER I �•�q 't(r DRAWINGS 160 A-L THE SEAL At ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINf- '�/C.��•Pr,Qf�� D U R.FAC. 1.25 F R 0 M K E N Alpine Engineered Products,LIC. RESPONSIBILITY TEL FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUt7A8 R1TY AND USE OF THIS 1y � •ENV! Maines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER }7W R FL Certificate ofAuthorizetionN567 ANSI/TPI 1-1995 SECTION 2. Aug SPACING SEE ABOVE (80647- B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSE. WEBS 2x4 SP #3 SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 0.46 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TC From 114 PLF at 0.46 to 114 PLF at 23.29 BC From 30 PLF at 0.00 to 30 PLF at 23.29 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 4X4- 7 7 1- 3 X 3 - 3X3 5X9(R) 3-1-14 3X6% n n n1 8-1-2 3X3= 5X5= L, 14-4-0 ( 8-11-8 i23-3-8 Over Continuous Support R=141 PLF U=57 PLF W=23-3-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODL 19,54 , OTY:1 FL/-/3/-/F/-/- Scale =.3125" Ft. *BRACNG. REF RRTOSHIB 91 (HANDLING INSTALLINGAAND BRAOCING)HANPUBNISHEDHBYPT I IN(TRUSSIPGAT(C TC LL 20.0 PSF REF R151--12160 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI Oft TJ -I PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT7'.CHFD �1/' TC DL / .0 P S F DATE 08107102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .\ L• •,. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEFkEDV;�� B C D L 5.0 P S F D R W HCUSR151 022I9D�5 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO t {� A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. IN ST Ai'IN, INC BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE:i1GN B C L L 10.0 P S F HC-ENG MRM/MMA SPECIFICATION PUBI ISHED BY THE AMRICAN FOREST AND PAP Eft ASSOCIATION) AND TPI. ALPINE } CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO f OF � T 0 T.L D. 42.0 P S F S E O N - 18219 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER II t(}%. DRAWINGS 16D A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEENiNG •••/t" p/ OUR.FAC. 1.25 FR0M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines CIty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �► FLCertificateofAuthorization#567 ANSIiTPI 1.1995 SECTION 2. AD9 A�p�EN SPACING SEE ABOVE (60647- - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.63 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3,5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :W3 2x4 SP #2 N: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 4X4= —1 7 3 X 5 W3 3 X 5 7 (- 3X3(R) rir (A) 3-5-15 8-1-2 1.5X4 III 2X5(A1) = 5X7= 3X5= 1.5X4 III (, 14-4-0 I 8-11-8 I 23-3-8 Over 2 Supports R=991 U=338 W=3.5" R=966 U=346 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 QTY:6 FL/-/3/-/E/-/- Scale =.3125" Ft. *BR RACING RE REF ERRUSSES TO NIB 91 (HANDLINGINS AILINGAAND BRACIING)HANPUBILISHED BYPTPI INSTALLING PLATE TC LL 20.0 PSF REF 8151--12161 INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 08107102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - ••••.. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSR151 02219076 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA1L(IRE TC q BUILD THE TRUSSES IN CONFORMANCE WITH TPI', OR fABRIC AT ING, NANOL ING, SNIPPING. INSTALL INS A':0 2 ALPINE BRACING OF TRUSSES. THIS pESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN • f ,A B C L L 1 0.0 P S F H C-ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE t CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO L _�" T 0 T.L D. 4 2.0 P S F S E Q N - 18223 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �s OA��P.� D U R.FAC. 1.25 F R 0 M K E N Alpine En DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V p' Engineered Product,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t Cp c(��� Maines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS[8IL1 TY OF THE SULOINSOF IGN ER, PER Aug ��%A•{7 C SPACING 24"0" FL Certifleate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. 9to (80647- B3 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 :W5 2x4 SP #2 N: NAILING SCHEDULE: (0.1310.0_g_nalls) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 4" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 23.29 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 30 PLF at 0.00 to 30 PLF at 23.29 IN EACH ROW TO AVOID SPLITTING. BC 851 LB Conc. Load at 2.00, 4.00, 6.00, 8.00, 10.00 (1) 1/2"—bolts MAY BE USED FOR (2) 0.1310.0_g_nails ON BC 4812 LB Conc. Load at 11.25 THE BOTTOM CHORD ONLY. BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nails 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND 0 0.000' 1 12" 14 SP Standard BCDL=2.5 PSF. BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 5X5= (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X8 3 X 5 —1 7 3 X 6 7 F- 5X5 3X5 W5 (A) 3X6(A3) 3-5-15 1-2 3X6( ) 2X5 111 6X8= 10X10 = 6X8- 6X8= 3X0 II 4812# I, 14-4-0 I 8-11-8 I fE 23-3-8 Over 2 Supports R=6709 U=2699 W=3.5" R=4315 U=1736 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d OTY:l FL/-/3/-/E/-/- Scale =.25" Ft. —WARNING­ WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF R E F R 1 5 1- -1 2 1 6 2 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, XI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 08/07/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V �/ BC DL 5.0 PSF D R W HCUSR151 02219077 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO AlF��•••� BUILD THE TRUSSES tN CONFORMANCE W[TH TPI: OR FABft IC ATSNG, HANDLING, SHIP PIRG, INS.AtLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN B C L L 1 0.0 P S F HC-ENG /MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPi AS NOTED. APPLY CONNECTORS f0 i TOT.L D. 4 2.0 P S F S E q N - 18299 t�� EACH FACE OF TRUS S, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM K P Alpine Engineered Products,Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF iN[S ;.�f'e • Up�A Maines City,Ft, 33844 COMPONENT FOR ANY PARTICULAfl BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A u�H�¢>�tiG� SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. �Y/ (60647- C1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 54 PLF at -1.65 to 54 PLF at 0.00 SHIM ALL SUPPORTS TO SOLID BEARING. 'TC' - From 114 PLF at 0.00 to 114 PLF at 25.67 BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 25.67 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 04= 7f —I 7 3X3% HS2512(R) 3X4; 3X8% 3 X 6 +8-1-2 —' 4 5X5= 4 `— 5X5- 3X3= 1_1-6-0. 12-10-0 _I_ 12-10-0 8-0-0 T 7-8-8 T 9-11-8 }� 25-8-0 Over CONT. Support Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD , FL BLD u CGCE _ 19.5d QTY:1 FL/-/3/-/E/-/- Scale =.25" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AN6` TC LL 20.0 PSF R E F 8 1 5 1--1 2 1 6 3 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES P°IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED uew TC DL 7.0 PSF DATE 08/07/02 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEl LING. =`IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN'TINEERFJ * %y BC DL 5.0 P S F D R W HCH$KIST 02219018 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (��\�F��i••• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AIGD. "�.i BC LL 10.0 PSF HC-ENG M R M f MMA A L P I N E BUIL I NG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS IN DE =f j / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE '+ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS -ro At�rr S TOT.L D. 42.0 P S F S E Q N - 18235 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I V-11 l - �r- ORAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIN CER TNG �A• fi�pRlQ;a:��� D U R.FAC. 1.25 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TNI$ I u •.ti • Maines Lilly,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AL�� SPACING SEE ABOVE FL Certificate ofAuthorization ANS]/TPI 1-1995 SECTION 2. (80647- C2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.71 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF, WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 4X4= 1.5 X 4 III 3X5�� 3 X 5 7 F— ' (A) —I 7 5X7 J 4 4 1.5X4111 8-1-2 2 (A1) 5X5= 1.5X4111 2X4(A1) 1 6 0 E 15-10-4 _I 12-10-0 _►_ 12-10-0 8-0-0 T 7-8-8 T 9-11-8 25-8-0 Over 3 Supports R=511 U=247 W=3.5" R=1719 U-569 W=3.5" R=18 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 QTY:4 FL/-/3/-/E/-/- Scale =.25" Ft. —WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL!ING AAO -r BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUIS PLATE I TC LL 20.0 P S F REF R151-12164 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 P S F DATE 0 B/0 7/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHE9 aw,1�./_�y. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � •'•••.; —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE @BGINEERLD � �1F1� BC DL 5.0 PSF DRW HCUSR151 02219063 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TG 1 OF BUILD THE TRUSSES IN CONFOftMANCF WITH TPI; OR FABRICATING, HANDLING, SHIPPING, ]NST ALc IN6 Ai�O t A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESlC-.4 2 • t tS BC LL 10.0 PSF HC-ENG MRM/MMA SPECIE KATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t f� TOT. -D. 42.0 P S F SEAN - 1 8 2 2 9 CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTCiSiU L�` EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I an A.• DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIWG ZJ�s••~� RIAP• �:' D U R.FAC. 1.25 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS *j_�•** Ifaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER (AU g 19 SPACING SPACING 2 4.0" FLCertificateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. N.•...�� (60647- C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.71 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N :82 2x4 SP #1 Dense: WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 5X5= —17 1.5X4 III 1.5X4 III 7 r- 3 X 5 3X5 6-0-0 5X7= B2 4 4 1.5X4 III zh 8-1-2 2X4(A1) 3X3 L,1-6-0: 12-10-0 _I_ 3-2-0 8-0-0 T 8-0-0 fE 16-0-0 Over 2 Supports R=782 U=353 W=3.5" R=653 U=312 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL RLDG CODE 19.5d ^QTY:4 FL/-/3/-/E/-/- Scale .3125" Ft. *'WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.D P S F R E F R151-12165 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO , TC DL 7.0 P S F DATE 08/07/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED < STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. % ........•ri `*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EKIINEERE^ '(1F -�/ B C D L 5.0 P S F D R W HCUSR151 02219064 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO }`tr,P �'. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, 1NSTALL'.NG A.N9 * = B C L L 1 0.0 P S F HC-ENG MR M J MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROV ISIONS OF NDS (NATIONAL 'ESIC' SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE } Z CONNECTORS ARE MADE OF 20GA ASTM A653 6R 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR) TO T 0 T.L D. 42.0 P S F S E Q N - 18237 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A,Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIW$ ! ih.•-R �,�P' 1� OUR.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THI> I QQ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A u g 9E02 SPACING 24.0" FI.Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. +` w (50647- - D1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :M7, M8, M9 2x4 SP #2 N: SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 0.15 SHIM ALL SUPPORTS TO SOLID BEARING. TC From 114 PLF at 0.15 to 114 PLF at 20.67 BC From 4 PLF at -1,65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 20.67 04 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 7 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. M8 7 1— M7 M9 8-4-9 3X3% 3 X 4 3X8 8-1-2 J 4 5X5= 4 I— 5X5= 1I- 6"D 17-6-0 3--2�-0 8-11-8 T 8-8-0 � 1 33-p 20-8-0 Over CONT. Support Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 10.54 QTY:l FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND F— T C L L 2 .0 P J F R E F R 1 5 1--12166 BRACING. REFER TO HIB 91 (HANDLING INSTALLING ANp BRACING), PUBLISHED BY TPI (TRUSS PLATE I INSTITUTE, 583 D'ONOf RIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TOW.07.11*._ T C D L 7.0 P S F DATE 08107102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACHED �Wbi STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. V,....•..,rT/i_ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'q'`{F+ '7M BC DL 5.0 P S F D R W HCUSR151 02219079 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �: .�" BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ! BC LL 10.0 P S F HC-ENG MRM MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1 QpY CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS '.O p i 31 ( TOT.L D. 42.0 P S F S E O N - 18244 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS I) IGN, POSITION CONNECTORS PER 3y�f S ,(y Mr��•!� �!!'�,I DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I �_�.[,1'gyCyrt;�.. D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S 6i c � fbines City,FL 33W COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �Itg HE(�EN SPACING SEE ABOVE FL Certificate of Authorizationk567 ANSI/TPI 11995 SECTION 2. (80647- D2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 13.08 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :W6, W7, W8, W9 2x4 SP #2 N: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE. AND L1240 TOTAL LOAD. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. 4X4= RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. ---1 7 3 X 3 CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT 3 X 5 CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 3 X 6 ii W7 7 r— 5X5 (A) A) I8 8 10 W6 W8 6X6= J4 4 `- 1.5X4 111 3X5 8 1 2 3 (Al) 5X7= 2X4111 IL 6-0 I� 17-6-0 ,I, 3_2-0 ,J 8-11-8 1 8-8-0 1 3-0-8 '1 20-8-0 Over 2 Supports j R=977 U=373 W=3.5" R=851 U=389 PLT TYP. Wave TPI-95 Design Criteria: TPI STD T _ 19.5d OTY:5 FL/-/3/-/E/-/- Scale =.25" Ft. *'WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 1 _— TC LL 20.0 P S F R E F R151--12167 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO -7 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` TC DL 7.0 P S F DATE 0810102 7 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE i:IGINEERCD ���fC Y BC DL 5.0 PSF DRW HCUSR151 02219065 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA!LURE TO (`'� ql•�j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL[NG )Nf V F B C L L 10.0 P S F HC-ENG MRM/MMA =z ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS ANO TPI. ALPINE j¢, TOT.L D. 4 2.0 P S F S E Q N - 18240 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GAL V. STEEL, I IPT AS NOTED. APPLY CONNE CT ORF 10 L pOF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �(A; DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ( :i�^.!r�Q �e4:. �c,� D U R.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. RE SPONS[BIL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF 'dIS IlaineS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ai1y gNG SPACING 2 4.0" FLCertificate ofAuthorization k567 ANSI/TPI 11995 SECTION 2. _ (B0647- D3 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 :W4, W5, W6 2x4 SP #2 N: NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD: 1 ROW @ 8" o.c. ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. GIRDER SUPPORTS 20-9-8 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON SPLIT OPPOSITE FACE. THE BOTTOM CHORD ONLY. HANGER = SIMPSON HGUS28-2 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 4X4= —, 7 5 X 5 5 X 7 15�- W5 7 r 5 X 7 4 (A) 8-8-10 (A) W6 8-1-2 3X8(A1) = 5X7 III 10X10= 5X8= 3X3 Ill 1_ 17-6-0 _1.3-2-0_i 20-8-0 Over 2 Supports - J R=4952 U=1519 W=3.5" R=4813 U=1476 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG COL E 19.54 OTY:1 FL/-/3/-/E/-/ Scale =.1875" Ft. —WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLIN, AND T_—Y T C L L 20.0 P S F R E F R 1 5 1--12168 BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 700, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 08/07/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED i STNUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � t•••••. —IMPORTANT—INC. SHALL FURNISH NOT ARE OPY OF THIS RESPONSIB LE DESIGN TO ANYY THEINSTALLATION FROM THIISTDESIGN: ALPINE FAILJiREE ENGINEERED • �F� •r N B(C� DL ((5��, PSF DRW HCUSR151 02219080 BUILD THE TRUSSES 1N CONFORMANCE W[TH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLN! ANG t BC LL 10.0.0 P S F HC-ENG MRM MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DISIG" I f • d / SPECIFICATION 4""ISNfO BY THE AMERICAN FOREST ANO PAPER ASSOf.IATIO NJ AND TPI. ALPINE �•. _L..r j�. TOT.L D. 42.0 P S F S E O N - 18293 CONNECTORS ARE MAGE OF 10GA ASTM A113 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS To I VV TT EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p. V DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i�I_/1�•-G r�0 l�f� D U R.FAC. 1.25 F R 0 M I\P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB II ITY AND USE OF THISVy Y aV Hames C1 FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, 4El A ' `-� Aug bs„ SPACING SEE ABOVE FLCertificate ofAuthorizationg567 ANSI/TPI 11995 SECTION z. (80647- E1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-96, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. -----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 0.29 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 114 PLF at 0.29 to 114 PLF at 20.25 TC From 54 PLF at 20.25 to 54 PLF at 20.54 BC From 30 PLF at 0.00 to 30 PLF at 20,54 SHIM ALL SUPPORTS TO SOLID BEARING. 4X4= 7 7 3 X 3 3X3�� 3X4; 3X4 3X8% 3X8o� 0-5-1 --�8 1 2� 8-2 2 _I 4 5X5= 4 10-4-12 10-1-12 - J fE 20-6-8 Over CONT. Support - J Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STD FL RLOG C4UF 19.5d OTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AN'J T C L L 20.0 P S F R E F R151-12169 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES r"nt OR TO PERFORMING THESE FONCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACMEG F TC DL 7.0 P S F DATE 08/07/02 STRUCTURAL AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. JG�'..::��V/i. *`IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE LNGINEERIO -nSIFIC�'' BC DL 5.0 PSF DRW HCUSR151 02219081 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; DR FABRICATING, HANDLING, SHIPPING, INSTAL'_INGAND B C L L 1 O.O P S F HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i _ SPECIFICATION PURL ISMED BY THE AMERICAN FOR AN PAPER AS AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CUNNECIORS TO 2 ��� Q T O T.L D. 42.0 P S F S E A N - 18252 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERK {(V DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEEe:NG CJ'*"c(>1�1QPr' D U R.FAC. 1.25 F ROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. INF SUITABILITY AND USE OF T64,iu/}�C Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF SHE BUILDING DESIGNER, PER A 1g 3{q� �(�V SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1 199s SECTION z. (60647- E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.49 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.08" DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. DUE TO DEAD LOAD. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT 04= CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 3X5 3 X 5 7 7 6X6= —I4 41- 1.5X4 III 0-5-1 1.5 X 4 III 2X5(Al) 2X5(A1) -10-4-12 10-1-12 'I I 20-6-8 Over 2 Supports j R=865 U=304 W=3.5" R=861 U=303 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG ME 19.5d OTY:5 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 71 TC LL 20.0 P S F R E F R151—12170 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSo PLATE ' INSTITUTE, 583 O'ONOFR IO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHES (.� TC DL 7.0 P S F DATE 08/07/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �`+� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE f7GINEERLD 3 ,[�F+C ��Y BC DL 5.0 PSF DRW HCU SR151 02219060 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO }• _�`,•,, •r BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, NANOLING, SHIPPING, INSTALi[NG nND �E •�i `3 C LL 10.0 P S F HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES. TN IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE,IrN SPECIf ICAT1 ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONN ECT CRS 10 L OF '�. TOT.L D. 42.0 P S F S E O N - 18246 EACN FACE OF TRUSS, AND UNLESS 07HERW[SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i(��,� DRAWINGS 160 A-2. TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1�n'• [ Q�_;•�� D U R.FAC. 1.25 F ROM IC P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of I i V�'•,� ..••'(� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING [S TME 0.ESPONS[BILITY OF THE BUILDING DESIGNER, PER AU'i SPACING 2 4.0" FLCertifrcateofAuthorization#567 anslYrPl 1-1995 slcnox z. (60647- - E3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 14.14 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. HANGER = SIMPSON HUS26 END VERTICALS NOT EXPOSED TO WIND PRESSURE. FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 5X7= 1.5X4 III 3X5= 3X5m 7 r 3X3% 7-3-5 5X7= 4-8-13 J 4 4 I- 3X5% 3 X 5 1.5X4 III 1.5X4 III 4-6-0 ► 16-0-8 J 10-4-12 T 10-1-12 20-6-8 Over 2 Supports j R=863 U=322 W=3.5" R=863 U=386 PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ )9.5d OTY:1 FL/-/3/-/E/-/- Scale =.3125" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ,—_ TC L L 20.0 0 P S F R E F R151--12171 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR iOR TO PERFORMING THESE STRUCTURAL PA NSF, UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVEGPROPERLY ATTACHED �1`,' YidA TC DL 7.0 PSF DATE 08/0 7/ 02 `*IMPORTANT—EL FURNIISHOA COPYDOFH THISHDESIGNP TOP THEY INSTALLATIONGCONTR ACTOR. ALPINE ENGINEEREC �y"�p����F'�'•'•7� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAliURE TO1 `' '4f'I:. SC DL 5.0 PSF DRW HCHSR151 02214066 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AN) t M BC LL 10.0 PSF HC-ENG MRM/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL nESIN-; f S p„} SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE : aik FQ TOT.L D. 42.0 P S F S E O N - 18257 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONriECTURS Tii % �� ;� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER pp DRAWINGS 160 A-I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I _C�s1C(1,�'��• '��j . Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITA8ILr............ � OUR R.FAC 1.25 FROM K P ITY AND USE OF THIS tib, Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A.9JEN."' SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. w.M�;M (B0647- E4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 14.72 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. HANGER = SIMPSON HUS26 END VERTICALS NOT EXPOSED TO WIND PRESSURE. FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 5X7= 1.5X4111 3X5= 3X5= 7 1- 3X3% (A) 1 8-5-5 4-8-13 5X7= 4 4 L 3X5% hL 3X5 1.5X4 III 1.5X III I 6-6-0 _I_ 14-0-8 10-4-12 T 10-1-12 20-6-8 Over 2 Supports =� R=863 U=311 W=3.5" R=863 U=412 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d QTY:1 FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ^�— TC L L 20.0 P S F R E F R151--12172 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIER T9 TC D L 7.0 P S F DATE 08/07/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTN"IE I,KL" p STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V�.�7� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �' gt;•gt�E1. BC DL 5.0 PSF DRW HCUSR151 02219067 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T0- .� �j� j, BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINu All t B C L L 1 O.O P S F H C-ENG MRM/MMA ALPINE BRACING Of TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PND PAPER ASSOCIATION) AND TPI. ALPINE F - CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS MUTED. APPLY CONNECTORS TO i�; �'St T 0 T.L D. 42.0 P S F S E Q N - 18259 EACH FACE OF TRUSS, AND UNLESS HE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /p:j1 0 .- D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS % A t�y,C Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �l:Q )k f, SPACING 2 4.0" FLCertificateofAuthorization#567 arvst/TPI I-I99s SECTION 2. tel• ti,,,,w (B0647- E5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 :148, W9 2x4 SP #2 N: BCDL=2.5 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 4X4= 3X5= 3X5= 3X5 10 71 W9 3 X 3 (A) 1 9-7-5 W8 4-8-13 5X12 J 4 4 3X5s5- 3X5� - 2 X 4 III 1.5x III l� 8-6-0 _I, 12-0-8 10-4-12 T 10-1-12 —20-6-8 Over 2 Supports J R=863 U=297 W=3.5" R=863 U=441 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG C_OOE_ 19.5d OTY:1 FL/-/3/-/E/-/- Scale =.25" Ft. —WARNING*` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND _`� T C L L 20.0 P S F R E F R151--12173 BRACING. RE ER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS ELATE INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRi3R TO PERFORMING THESE FONCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATIACHE7 r� TC DL 7.0 P S F DATE 08/07/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG'.NEERED �t}�C ♦ BC DL 5.0 P S F O R W HCUSR151 02219061 PRODUCTS, INC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �� 8OILD THE TRUSSES IN CONF0RHAVE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAL11,1 ANI`. t � B C L L 10.0 P S F HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DII-N = ♦ t SPECIE KATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS Tu i �. OF �r� TOT.L D. 42.0 P S F S EON - 18262 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ;t^fi^: �p �(/ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERI;,r =S+� �[ �n+�`�'•�s D U R.FAC. 1.25 F ROM KID Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 11ainesClty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Au tyy_�II{� SPACING 24.0" FL Ce11ifiC9to OtAutIlOT178tionM 567 ANSI/TPI 1-1995 SECTION 2. ""'w...••, '� (B0647- E6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 :W6, W7, W8, W9 2x4 SP #2 N: BCDL=2.5 PSF. HANGER = SIMPSON HUS26 END VERTICALS NOT EXPOSED TO WIND PRESSURE. FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED (B) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT BETTER. ATTACH WITH 8d NAILS @ 6" OC. CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 3X5= 3X3(R) III 3 X 5 7 r- W7 3X3% W9 (A) W6 (B) 10-1-7 W8 4-8-13 5X12 —' 4 4 ` 3X5; 3X5 2X4 III 1.5X4 III 9-4-8 _I_ 11-2-0 10-4-12 T 10-1-12 �- 20-6-8 Over 2 Supports R=863 U=289 W=3.5" R=863 U=455 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.50 �QTY:l FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND I s T C L L 20.0 P S F R E F R151--12174 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO _r.--rrw,r,r,, PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED '- G\ g T C D L 7.0 P S F DATE 08/07/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED E� l _a RC DL 5.0 PSF D R W HCUSR151 02219068 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :�v•••• •••- BUILD THE TRUSSES IN CONFORMANCE k[TH TPI; OR FABRICATING, HANDI.ING, SHIPPING, INSTALLING AND + ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN }{• BC LL 10.0 P S F HC-ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE L A � Q TOT.LD 42.0 P S F S E O N - 1 8 2 6 6 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE BE TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER -fit ?�v DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING r�•�. F D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS `ly rn Maines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSI8IL ITY OF THE BUILDING DESIGNER, PER '�,�fJr�(�]•^�LNV FLCertiflcateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. aa9 �L 1. SPACING 24,0" (80647- E7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N 120 MPH WIND, 17.13 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #2 N BCDL=2.5 PSF. HANGER = SIMPSON HUS26 END VERTICALS NOT EXPOSED TO WIND PRESSURE. FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER, SAME SPECIES & GRADE OR CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. BETTER. ATTACH WITH 8d NAILS @ 6" OC. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 3X3= 1.5X4 III 3X3= TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 9-0-7 (A) (A) (A) 9-0-7 +8-1-2 2X4111 3X8- 2X4111 --11-9-8 Over 2 Supports---� R=495 U=262 W=3.5" R=495 U=262 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDS CODF _ 19.5d QTY:l FL/-/3/-/E/-f- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND � -- ^—� TC LL 20.0 P S F REF R151--12175 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ONLE SS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTNC HED ` TC DL 7.0 P S F DAT E O8 107/D2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V�'�• � _IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTAtLATION CONTRACTOR, ALPINE ENGINEERED ����� BC DL 5.0 PSF D R W HCUSR151 02219062 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANf,E WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING A,':J. j B C L L 1 D,D P S F HC-ENG MRM/MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DE SI Gy # ; L SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f t i CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CE PT AS NOTED. APPLY CUNNECTOFS TO •T' ,.� ♦� � T 0 T.L D. 42.0 P S F S EON - 18271 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Sf • �V' f DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER INS �S/Sf 'C'R�O •'��`4 D U R.FAC. 1.25 F R 0 M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t��. • Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AtrqaDET���RI SPACING 24.0" FL Certificate of Authorizationit567 ANSI/TPI 1-1995 SECTION 2. +.,,,,.,.� (B0647- - F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #1 Dense ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1.5 X 4 III 4X4= 3X5 7 F- 4-5-5 8 1-2 1.5X4 III 3X5= 2X4(Al) 2X4 III LE 1-6-0 7-0-0 �9�1 — 7-9-8 Over 2 Supports —� R=499 U=298 W=3.5" R=763 U=400 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG, CO_0_E_ .19.511 QTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0,0 P S F R E F R151--12176 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0NOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR IGI TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT.CHEU .p{ � TC DL 7.O P S F DATE 08107102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, eN eC **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNG.WEERED 4'(�fI •' B C D L 5.0 P S F D R W HCUSR151 02219082 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TD p ••,.•...•T� a BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING ANDPP�rr: ALPINE BRACING OF TRUSSES. 7M IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN • = 82 B C L L 10,O P S F FIC -ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I i I♦ CONNECTOR$ ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO } _' i :s oc T 0 T.L D, 4 2.0 P S F S E Q N - 18286 EACH FACE OF TRUSS, AND UNLESS OTMERWI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I �4 j w DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING - .J�f!CL U��d?''��3' DUR.FAC. 1.25 FROM KP Alpine Engineered Products,111C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �1•••••• Haines City,FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug phi@ CA SPACING S E E ABOVE FL Certificate ofAudiolization N 567 ANSI/TPI 1-1995 SECTION 2. y;,,«,N• (B0647- F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N SPECIAL LOADS BOT CHORD 2x8 SP #2 N ------(LUMBER DUR.FAC,=1.25 / PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at -1.65 to 54 PLF at 7.79 BC From 4 PLF at -1.65 to 4 PLF at 0.00 120 MPH WIND, 15.00 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BC From 30 PLF at 0.00 to 30 PLF at 7.79 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BC 18 LB Conc. Load at 0.85, 2.85, 4.85, 6.85 BCDL=2.5 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1.5X4 01 3X5% 7 4-10-13 8-1-2 1.5X4 I►I 4X4(A1) 3X3- 1-6-o J --7-9-8 Over 2 Supports----� R=481 U=613 W=3.5" R=335 U=467 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5U OTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING VND T C L L 2 .0 P S F R E F R151--12177 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICE; PRIOR TO -y1WN T C D L 7.O P S F DATE 08/07/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL FAY PROPERTY ATTACHED F ,.,` STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. NM� "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED A BC DL 5,0 PSF DRW HCUSR151 02219069 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO P1tiF BUILD THE TRUSSES IN CONFORMANCE WLTN TPI: OR FABRICATING, HANDLING. SHIPPING, INST ALL.%1 :.ND •'•••• •� ALPINE BRACING OF TRUSSES. THIS DESIGN CDNFORMS WITH APPLICABLE PROVISIONS OF NDS (NATICAAL Of SI GN Y BC LL 10.0 P S F H C-ENG MRM/MMA SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CE PT AS NOTED, APPLY CONNCCTGR$ To TOT.L D 42.0 P S F S E Q N - 18288 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PLRDRAWINGS 10 A-Z. Alpine Engineered ProdnCt3,IIIC. RESPONSIBI6ITY SOLELYTUE FORSENT THE TTRUSSICOMPONENT DESSIGNDRAWINGTES SHOWNCEPTANCE THE SSUITABILITYONAL AND USE I07ETHIS %p ''`�b.I.,*\� D U R.FAC. 1.25 FR0M KEN- CE N Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Au 9 G S PACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. I 1 . (80647- - 9'10 H/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF THEIR SUB-FASCIA BEAM ASSUMPTIONS: 4-6-15 SUB-FASCIA BEAM ON THE 0-0-8 OVERHANGS: 3-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT SIDE REQUIRES CANTILEVER SIDE. 4-6-15 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER SIDE. 28 LBS AND THE 3-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT SIDE REQUIRES 28 LBS. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 12-2-5 R=210 U=189 3X5 4.95 F- 4-5-0 nu 0-0-1 8 R=3 1 .5X4 {{I 4X498 U=180 - 2X4(A1) L-2-1-7 ��E 9-10-13- 9-10-1 -10-13 9-10-1 Over 3 Supports U R=461 U=277 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG COD1 19.5d OTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING ;:NC- T C L L 20.0 P S F R E F R151--12178 _ BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUST PLATE INSTITUTE, 563 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), fOR SAFETY PRACTICES PR IDR TO ..rM�iP+tir T C D L 7.0 P S F DATE 0 8/0 7/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY rTT ACHED L �eR STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE tNGINEERED ��• B C D L 5.0 P S F D R W HCUSR151 02219070 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (_IAtIF BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAILING ;;Np B C L L 10.0 P S F HC-ENG MRM/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATION Al DE<i NI SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 2 Z 4 CONNEC7 CRS ARE MADE OF 20GA ASTM AS 53 G4 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO 'f,Si ,�` ;Ac F� TOT LD. 42.0 PSF SEAN - 18282 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS 1tt'\•h 3T TNG Alpine Engineered Products,Inc. RESPONSIBILOITY SOLELYTHE FORSEAL THE TTRUSSICOMPONENT DESSIGNDRAWINGTES SHOWNCEP7ATHE SSUITABILITYE OFONAL AND USEIOFEINIS t C�S VR'.• D U R.FAC. 1.25 FR0M KP II81ILes City, 1, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 'L1 y�Ewe% SPACING S E E ABOVE FL Certificate of Authorization 11567 ANSI/TPT 1-1995 SECTION 2. (B0647- 7' E/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.01 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 12-2-6 R=163 U=180 7 4-5-5 8-1-2 R=104 U=180 2X4(A1) L,1-6-0 - 7-0-12 7-0-0 Over 3 Supports—� R=413 U=234 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG, CODE 19.5d QTv:1 FL/-/3/-/E/-/- Scale =.375" Ft. *-WARNING- RA C RACING *REFER R TOES NIB 91 IR(HAN DLI NB INSTALLINCARE N G AND BR ON,N G)H AN PUBRL ISHED BYP TPI IR(TR USSSTAI PLA TE 4 -_ TC LL 20.0 PSF REF R151--12179 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHE!: T(. D L 7,Q P S F DATE Q 8/Q 7/0 2 STRUCTURAL PANELS, BOTTOM OR SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. I n'-0- C 7j}�"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERtO �F�(� ; BC DL 5.0 PSF DRW HCUSR151 02219071 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FAILURE TOBUITHE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINGANOALPINE BRAING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I t t Z _ BC LL 10.0 P S F HC-ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OF J tZ T 0 T.LD. 42.0 P S F S E A N - 18273 EACH fACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERE •• k.R DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINERING �sNj••"�� Q�.' Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ;�'7R ENL�� D U R.FAC. 1.25 FR0M KP Haines CI FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Al. FLCeTtificateofAuthorizationk567 ANSI/TPI 1-1995 SECTION 2. E1 M SPACING 24.0" I 1 1 I - , (B0647- - 5' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 7F- T11-0-6 R=107 U=180 3-3-5 8-1-2 R=69 U=180 2X4(A1) IF I-6-0 -1, 5-0-12 _9- 5-0-0 Over 3 Supports R=335 U=217 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLD CODE 19.5d QTY:2 FL/-/3/-/F/-/- Scale **WARNING** TRUSSES REDO IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND -- TC LL 20.0 PSF R E F R151-12180 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 08107102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .. � **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEKEO t B C D L 5.D P S F D R W HCUSR151 02219072 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �1• .F B C L L 10.0 P S F HC-ENG MRM/M M A ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Ae S T 0 T.L D. 4 2.0 P S F S E Q N - 18275 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING !KG ti• A <` D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i�jj �AR1�'•� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE. BUILDING DESIGNER, PER �jitg�tl R@�ENv SPACING 2 4.D" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (80647- - 3' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.85 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 9-10-6 7 F R=42 U=180 2-1-5 8 1 2 R=34 U=180 2X4(Al) 3-0-12 3-0-0 3 0-O�er 3 Supports R=267 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE _ 19 .5d QTY:2 FL 3 E Scale "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING A.ND TC LL 20.0 P J F R E F R151--12181 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ON OFR10 DR., SUITE 2GO, MADISON, WI 53719), FOR SAFETY PRACTICES PRIG? TO ! PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEG i � � TC DL 7.0 PSF DATE 08107102 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTAf HED RIGID CEILING. /I "*IMPORTANT" FURNISH A COPY OF THiS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I j,�' BC DL 5.0 PSF D R W HCUSR151 02219073 PRODUCTS, INC. SMALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ��•(� EEE !C�•. •+••T•BUILD THE TRUSSES IN CONFORMANCE WI iH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 d �' ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DL`IGN + } S B C L L 1 0.0 P S F HC-ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2BGA ASTM A653 GR 4O GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTGRS TO x (� Q, T 0 T.L D. 42.0 P S F S E Q N - 18277 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Yr DR AWiXGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING LC`••. �AtyP f� D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Ino. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS T t-. Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Au yQy�f.NV SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. (B0647- - 1' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.26 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. 7 8 8 6 0-11-5 8-1-2 2X4(Al) 1-6-0 -ai.11-0-12_ 1-0-0 Over 3_upports R=289 U=238 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE _ 19,5d OTY:2 FL/-/3/-/E/-/- Scale —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--12182 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P ATE INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRICK TO /� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 08/07/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG'.NEERED � B C D L 5.0 P S F D R W HCUSR151 02219074 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL.,RE TO p BUILD THE TRUSSES IN CONfOftMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALIING A!;C - ��•••• {� B C LL 10.0 P S F HC-ENG MRM/M M A A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NOS (NATIONAL I'ESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ 1 = CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO /� T 0 T.LD. 42.0 P S F S E A N - 18280 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER + �: OF Alpine Engineered Products,Inc. RE SPO NS IB160TY SOLELYTIE FORSEAL THE OTRUSSICOMPONENT DES DRAWING DSIGNTSHOWNES CEPTATNE CE OSUI7ABILITYOAND USENAL INOEERH:IG ! Cls D U R.FAC. 1.25 FROM KP 11Hines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TME BUILDING DESIGNER, PER —��9 - Rl L f SPACING 2 4.0" FL Certificate OfAut(lOi7Z8tion#567 ANSI/TPI 11995 SECTION 2. A ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE * (1) 2X4 "L" BRACE * (2) 2X4 "L" BRACE ** (1) 2X6 'I" BRACE * (2) 2X6 "L" BRACE GABLE VERTICAL NO BRACES SPACING SPECIES GRADE GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B T h1 j 2 3' 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 9' 0" 11' 7" 11' 11" 13' 9" 14' 0" BRACING GROUP SPECIES AND GRADES: �.J SPF #3 3' 6" 5' 5" 5' 5" 7' 2" 7' 2" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" GROUP A: w 0 HF STUD 3' 6" 5' 4" 5' 4" T 1" 7' 1" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" SPRUCE-PINE-FIR HEM-FIR W STANDARD 3' 6" 4' 7" 4' 7" 6' 1" 6' 1" 8' 2" 8' 2" 9' 6" 9' 6" 12' 11" 12' 11" 1 z STANDARD 12 STUD #1 3' 11" 6' 3" 6' e" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" #3 STUD #3 STANDARD S P #2 3' 10" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" #3 3' B" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9' 3" 11' 5" 11' 5" 13' 9" 14' 0' DOUGLAS FIR-LARCH SOUTHERN PINE �+ DFL STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' 0" 3 43 STUD SPUD STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2" STANDARD STANDARD 1 2 4' 1" 7' 1" 7' 4" 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" IT 7" 14' 0" 14' 0" P N #3 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" IT 3" 14' 0" 14' 0" µ� STUD 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" GROUP B: w (D1 HF STANDARD 4' 0" 5' 8" 5' 8" 7' 6" 7' 6 10' 1" 10' i" 11' 8" 11' 8" 14' 0" 14' 0" 1 4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" HEM-FIR S P 1 & BTR 2 4' 5" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" 1 W #3 4' 3" 6' 9" 6' 9" 8' 5" 8' 11" 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" DFL STUD 4' 3" 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3" 13' 9" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11 11" 11' 11" 14' 0" 14' 0" t 1 2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" 11' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" 2 2 SPF. #3 4' 5" 7' e" 7' W. 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" HF STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" l iF STANDARD 4' 5" 6' 7" 6' 7" 8' 8" 8' 8" 11' 1" 11' 1" 13' 5" 13' 5" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: 1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" il' 11" 14' 0" 14' 0" 14' 0" 14' 0" Q S P #2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' O" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. 3 4' 8" 7' ]0" 7' 10" 9' 3" 9' 9" 11' 1" it' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER DFL STUD 4' 8" 7' 9" 7' 9" 9' 3" 9' 9" 11' 1" 11' e" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 7" 1 6' 8" 6' 8" 1 8' 10" 8' 10" 11' 1" 11' 5" 13' 9" 13' 9" 14' O" 14' fl" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMAB UTI OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" + PLYWOOD OVERHANG. ATTACH EACH "i." BRACE WITH 10d NAILS. CABLE TRUSS 2X4 #2N OR BETTER * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. DIAGONAL BRACE OPTION: T + IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. 18 ,k **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL + BRACE IS USED. CONNECT "L L "L" BRACING MUST BE A MINIMUM OF 60% OF WEB DIAGONAL BRACE FOR 740(( BRACE ** MEMBER LENGTH. AT EACH END. MAX WEB TOTAL LENGTH IS 14'. T- tl GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L STUD I OR p3, SPF #1/#2, H-F #2 18" ;kLESS VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN OR BETTER DIAGONAL + + + GREATER THAN O4' 0", BUT 1X4 4 2X3 IN TABLE ABOVE. I BRACE; SINGLE OR j nl lnlLESS THAN ,} DOUBLE CUT (AS SHOWN) AT UPPER END. ONTiNGREATER THAN 11' 6" 2.5X4 UOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR IIPEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT �}+}'� REFER TO CHART ABOVE FOR MAX CABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, YT REF ASCE7-98-GAB12015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRID DR., SUITE 200, MADISON, W1. 53719) FOR ��,A SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, �^'1'� DATE 09/10/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHA '�L G- '"•'�77 HAVE A PROPERLY ATTACHED RIGID CEILING. ■ IMPDRTANTo. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALVINE •y4`(�Si ►C,4 DRwG A12015EC0901 7ALPINE ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. _+ : 471 —ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2CGA �A srATE ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFfT`: AX. TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS ANDRAWINGS , UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .TG/�•.,.C(o mvt Aw POMPANO BEACH,FLORIDA ENGINEE ENGINEERING ORESPONSIBILITY ASOLELY THIS FORDRAWING E TRUSS COMPONENTICATES DESIGN SHOWN.SHOWN.ES4HENAL '�►��, SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Axl'QY �V�N MAX. SPACING 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. w••^'�- 2x6 GABLE DETAIL GABLE VERTICAL PLATE SIZES RMEMBERING SYM. VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT + FOR LET-IN VERTICALS BETWEEN CHORDS SIZE OVERLAP• MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 / ++ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. s IF GABLE VERTICAL PLATES OVERLAP, USE A + TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2X4 ZX4 "L" BRACE, GROUP A, OBTAINED FROM THE GABVERTICAL + 2X4f APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 % + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 % 10 7 30 FT 2x6 50 % 50 % 100 MPH 2x4 10 % 10 7 15 FT 2x6 30 7 50 % 100 MPH 2x4 10 % 10 % 19 30 FT 2x6 40 % 40 % + 90 MPH 2x4 20 % 10 % + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2x6 20 7. 40 % RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 % 10 7 HAND DRIVEN NAILS: 30 FT 2x6 30 7. 50 % 4 TOENAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 % 20 % AND BOTTOM CHORD. 15 FT 2x6 10 % 30 % 1" GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 % 10 % REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % MEMBER 70 MPH 2x4 0 % 20 % THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. 15 FT 2x6 0 7 20 7 ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 % 20 7 GABLE TOENAILS 30 FT 2x6 10 % 30 % TRUSS SPACED AT A11015ENO699, A10015EN0699, A09015ENO699, A08015ENO699, A07015EN0699 4" O.C. Al 1 030ENO699, A10030EN0699, A09030ENO699. A08030ENO699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015EC0901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT A1303OECO901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015ENO699, S09015EN0699, S08015ENO699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030ENO699, S10030ENO699, S09030ENO699, SO8030ENO699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOENAILS ASE OR SMAXIMUM Y' REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL CBCCI ( 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. TITIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DATE 10/24/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FF ..IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE Cq DRWG GBLLETIN1001 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ttt ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ! m -ENG DLJ/KAR HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE_ 9 z AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE U! 20GA i SA� ,� AX TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE 17F ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER "C/�%.A (J�t�Q:••� POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL =;kDUR. FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE c_ SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE E6 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. -'"__-1 MAX SPACING 24.0" I_ 1 1 1 1 11 1 1 1 1 1 1 t CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. T-BRACE APPLY TO EITHER SIDE OF WEB OR NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. L-BRACE NOTES: BRACE IS A MINIMUM 807 OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T I\ T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) SCAB BRACING: 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE, ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 807 OF WEB T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 INSTALLING TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB SUBST. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICA-EII, TC DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL '1 HAVE A PROPERLY ATTACHED RIGID CEILING. G+•, IMPORTANT ■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT❑:'. ALPINE r DL PSF DRWG BRCLBSUB0699 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS tIF�C ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, + (��• 4 LL PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE '� t W&471 T. LI PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FA'_E nF L'Z%: STATE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER stn y' POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL C/ •.•�Q R�QQ;=• R. FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THFUITABILITY RE SPONSIBILITYAND OFSTHEF BUILDING COMPONENT SIG ER,OPERNANSI/TPI 1-1995 BUILDINGIS2.THE ! }'DIZ3ED•EN�'� SPACING m .� 7 ' 61 . DO NOT CUT OR ALTER TRUSSES , UNLESS APPROVED BY TRUSS OFFICE 2 . VERIFY ALL SPANS AND AMOUNTS , AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3 . NO BACKCHARGES ALLOWED , UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER F1 4 . APPROVED BY APPROVAL DATE : Z' F2 DEL . DATE 0o m MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JAX . FLA . 32256 -- -- — -- — cc 7112 PITCH 24 "' OH SO/CUT U JOB : BO647 CUSTOMER : BESTCON INC LOC : LOT 1 OF 227 ATL BCH . DESIGNER : KEN PARKER 17 ' B"8 TO BACK OF D3 GIR 21 ' -+- 11 ' 9" -►- 20 ' 6"8 E1 I I I I E2 O O O I lf7 E3 I I E5 E6 -------------------------a-- EZ ry B3 H LD � O FF 0] N 2 � O � U m O H B1 21 ' 23 ' 3"8 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 1 Blk 227-H,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1267.0 20.04 4570.3 Double,Clear NW 8.0 6.0 36.0 25.46 0.59 542.3 Double,Clear NW 9.0 6.0 7.0 25.46 0.58 102.7 Double,Clear NW 1.5 6.0 36.0 25.46 0.93 848.3 Double,Clear SW 1.5 6.0 8.0 38.46 0.89 272.4 Double,Clear SW 1.5 6.0 36.0 38.46 0.89 1225.6 Double,Clear SE 1.5 6.0 9.0 40.86 0.88 324.9 Double,Clear SE 1.5 6.0 33.0 40.86 0.88 1191.1 Double,Clear NE 1.5 6.0 36.0 28.72 0.92 951.9 As-Built Total: 201.0 5459.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 141.0 0.70 98.7 Frame,Wood, Exterior 11.0 898.0 1.70 1526.6 Exterior 898.0 1.70 1526.6 Frame,Wood,Adjacent 11.0 141.0 0.70 98.7 Base Total: 1039.0 1625.3 As-Built Total: 1039.0 1625.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 21.0 6.10 128.1 Exterior 21.0 6.10 128.1 Adjacent Wood 19.0 2.40 45.6 Base Total: 40.0 173.7 As-Built Total: 40.0 173.7 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1267.0 1.73 2191.9 Under Attic 30.0 1312.0 1.73 X 1.00 2269.8 Under Attic 19.0 64.0 2.34 X 1.00 149.8 Base Total: 1267.0 2191.9 As-Built Total: 1376.0 2419.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 152.0(p) -37.0 -5624.0 Slab-On-Grade Edge Insulation 0.0 152.0(p -41.20 -6262.4 Raised 0.0 0.00 0.0 Base Total: -5624.0 As-Built Total: 152.0 -6262.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1267.0 10.21 12936.1 1267.0 10.21 12936.1 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 1 Bilk 227-H,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Summer Base Points: 15873.3 Summer As-Built Points: 16351.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 16351.4 1.000 (1.090 x 1.147 x 1.00) 0.341 0.950 6628.4 15873.3 0.4266 6771.6 16351.4 1.00 1.250 0.341 0.950 6628.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 1 Blk 227-H,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1267.0 12.74 2905.5 Double,Clear NW 8.0 6.0 36.0 14.03 1.03 519.6 Double,Clear NW 9.0 6.0 7.0 14.03 1.03 101.2 Double,Clear NW 1.5 6.0 36.0 14.03 1.00 506.6 Double,Clear SW 1.5 6.0 8.0 7.17 1.06 60.8 Double,Clear SW 1.5 6.0 36.0 7.17 1.06 273.7 Double,Clear SE 1.5 6.0 9.0 5.33 1.10 52.6 Double,Clear SE 1.5 6.0 33.0 5.33 1.10 193.0 Double,Clear NE 1.5 6.0 36.0 13.40 1.01 485.4 As-Built Total: 201.0 2192.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 141.0 3.60 507.6 Frame,Wood, Exterior 11.0 898.0 3.70 3322.6 Exterior 898.0 3.70 3322.6 Frame,Wood,Adjacent 11.0 141.0 3.60 507.6 Base Total: 1039.0 3830.2 As-Built Total: 1039.0 3830.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Adjacent Wood 19.0 11.50 218.5 Base Total: 40.0 476.8 As-Built Total: 40.0 476.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1267.0 2.05 2597.3 Under Attic 30.0 1312.0 2.05 X 1.00 2689.6 Under Attic 19.0 64.0 2.70 X 1.00 172.8 Base Total: 1267.0 2597.3 As-Built Total: 1376.0 2862.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 152.0(p) 8.9 1352.8 Slab-On-Grade Edge Insulation 0.0 152.0(p 18.80 2857.6 Raised 0.0 0.00 0.0 Base Total: 1352.8 As-Built Total: 152.0 2857.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1267.0 -0.59 -747.5 1267.0 -0.59 -747.5 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 1 Blk 227-H,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Winter Base Points: 10415.1 Winter As-Built Points: 11472.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 11472.3 1.000 (1.069 x 1.169 x 1.00) 0.501 0.950 6829.9 10415.1 0.6274 6534.4 1 11472.3 1.00 1.250 0.501 0.950 6829.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lt 1 Blk 227-H,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6772 6534 8238 21544 6628 6830 7966 21425 PASS ^�p�O�TfIE ST4j� j G f�COD �5 u EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lt 1 Blk 227-H,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS G SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area;.5 cfm/sq.ft.door area. - -- - - - -. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the topplate_ Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed -__ to the perimeter,penetrations and seams. Ceilings ! 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 1606 1 ABC.1.2.5 TAir barrier onperimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences-.4 -- COMPONENTS SECTION REQUIREMENTS ' CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must beprovided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallonsper minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R 6 min. insulation. -_ - - -- - - HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. - - - -- Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1PB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.8 The higher the score,the more efficient the home. Lt 1 Blk 227-H, Atlantic Beach, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:30.0 kBtu/hr 3. Number of units,if multi-family I - SEER: 10.00 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(ft2) 1267 ft2 c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 201.0 ft2 , a. Electric Heat Pump Cap:30.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:6.80 _ d. Tint/other SHGC-double pane 0.0 ft2 b. N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 152.0(p)ft c. N/A b.N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons 4 a. Frame,Wood,Exterior R=11.0,898.0 112 _ EF:0.91 _ b. Frame,Wood,Adjacent R=11.0, 141.0 ft2 b.N/A _ a N/A d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1312.0 ft2 - 15. HVAC credits PT, _ b. Under Attic R=19.0,64.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 ft , RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) THE sT in this home before al insp ction. Otherwise,a new EPL Display Card will be completed =AT�0 based on installedo co li t features. Builder Signature. '�� Date: a I' � � a Address of New Home: Mol I rI9City/FL Zipml- : Virc wl; *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'ti'designation), your home may qualms for energy efficiency mortgage(EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.uqf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRIPB v3.21) 4 DATE: 7/31/02 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: Bestcon Homes R.B. Ellis Energy Design Systems Job Name: Lt 1,Blk 227-H *********************************************************************** DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor ($) 5 Latent Factor 29 Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 29308 977 24221 1009 ------ ------- ------- ------- HEATING COOLING DELTA T 40 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 r DATE: 7/31/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Bestcon Homes R.B. Ellis Energy Design Systems Job Name: Lt 1,Blk 227-H ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 115 86 201 COOLING 6095 5590 11685 HEATING 3680 2752 6432 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 1039 1039 COOLING 2598 2598 HEATING 4156 4156 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 40 40 COOLING 528 528 HEATING 828 828 ----------------------------------------------------------------------- FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 152 5533 RAISED WOOD ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 1312 2034 1968 SGL ASSEMBLY KNEE WALL 64 147 173 ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1200 Latent Load 3244 Lights & Appl. Load 1200 Latent Safety Btuh 162 Ventilation Load Duct Heat Gain 1887 Infiltration Load 1879 Sensible Safety Btuh 1064 TOTAL SENSIBLE LOAD 24221 TOTAL LATENT LOAD 3406 Summer ACH 0.5 Temp. Swing Mult. 1.00 *** Total Cooling Load 30390 BTUH Or 2.53 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 7913 Ventilation Load Duct Heat Loss 954 Safety Btuh 1350 Winter ACH 1.0 *** Total Heating Load 29308 BTUH Or 2.44 Tons*** LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 / 24 /2002 Re.-I Wind Loading Requirements For Lot 1 ISLIL ZZn (40.4wAb;c, &.#A, Fl. Deor Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will'satisfy the wind loading requirements of section 1606 of the 2001- FBC as Bong as sheets #'I thru #9 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due, to their attachment to the above mentioned lateral diaphragm, c) that the !entire roof uplift forces will be transferred to the footings through the useo of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the esirated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longftudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings are designed as shallow footings beating on soil that possesses a maximum allowable bearing pressure of 200 Psf. If contractor found any differing conditions through soil removal or soil report, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing footings work, Please let me know, if further help is needed. Sint Louis J. Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR &*T 1 hut,u7 ATIAWIM QSEAt* , FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE:Asj4V1'f, 2002 �0 L bate "ni e ub1` Yes ► + e �,A s i,t e Fo Clw%�� s true tu&Vra L AD FLDor Ro o� TYN Sle i IYu ve-1 . i/t��� �rGt Wt i�►�j 5 5��i Fal tx t. vJ a = : - See s a e du& -C 0-" arc,�+a Cuarc.Q ,Avec►o Y JOE to S-EcAm ••J4Q� :— �/2 AVO boLti (-Z 9$ O - C %' P i `) ��"-S t7 �pn a,16; Gtlytcva ht'c vYlLess v►O eJ o !i►evW;Ic 5 i:e, v %rJ A-U Ye-v+, Farcem"t: -- 1 #9 R off q8`o-c- av�Q a.� Gocrcerl ooF w sti���c rio.<<� P = gds c V w, & O-c- o o-c- �-► P�«e mgoo �.,.s� �toor arm C T�v►c � �°'�°`� � Porc.�•es ,� ove�rk�,,�.�s) :- Zai R us:L� �e c wee�e� 3 5�. L---•�dZ.�-_ - .... - . DATE: S1 t.ut i Q 4k.- z t) AS $' Wwed spfej 12o I tfl,% C 3 Sec ° USS) 5trKutWe- Ujj VV ex oswte� '` �j"- Y� j;''�� IN►�octaMce FN�ttor, 1 W" boiMa De4blti s Y�iw► �.�� 17e ► 'oe.5 o.t� -�Dior g��� ► s C `its 100 ) o,r faint- `7116~ tri P ad ► t� w«'.^ 5ho Wn _btao C ` c s 1 N a) 7AQLE 1606.1.4 WINDd>ICIRME DEBRIS PROTECTIC►4 FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER.SPAC ING(Nn.)s? TYPE Panel Span S 2 ft 2 ft<Pastel Span 4 ft<Panel Span 6 R<Panel Spat <4ft <6 K <e tt 2 In#6 Wood Sws:w3 16 16 12 9 211288 Wood Scmvs3 16 16 16 12 Double-Headed Nailst 12 6 4 3 SI:1 ineb=25.4 mm 1 foot-305 mm Noes: 1. This table is based on a maximum wind speed of 130 mph(58.Ms)mad Mean roof height df 33&U(10 m)or less. 2. Fasteners shall be installed st opposint ends of tho wood structural pend. 3. Where sem"are attacked to masonry or masonuhhtc e.dreg shit!be attached using vibrationaesistant anchors having a minimum withdrawal ity of 49016(2180 kM 4. Nails shall be 10d common or 12d box double-headed nails. c� o p eM44g s Ike-c.. s tY"b-*� vii��� b� aWAI t44 V pu f r tM now. U4 wi-kLAfaa4 For $ U Low-VAvV\ IJA41Spat� [l Lt 6 /o Pmue 82- ibs �. CGS-�l�C2��a. 5Z Co5•� {bs YLAJYI "?u t pr F cTy+ Iris% 04 Ilt" to s t rA.rtwe (�� If Roof AN)� ftp ��t: v�� �� `�� ::� � . R�� It �� c I.�;, DATE: 5hee 8roz t - C� �t,, P•�. - - zoo Z7m tyi•1 –la -Ao Z 2 1 i A-;►► v�il�� s tr�pw� � s . 5 �ti ,„�ti�ara`; �,.� g Z•� o-G- C �t/ R o v. �i2-�t I C Sze /Z- li 3 32 f-P N G Ilz` tj> s tecL AOJt, O-A (900-e, • '�.J /�� pr�vi 1'C " 00&1 Ct,33 ) /5 .� :5��p2� .5. 3?`i PF 0•k G MAA OUAs tr��.t i ate• t�.t ! wi 45 lRolt v-�► X00 0,� CNS . avid v 3 i C2D�o®D7 el-33) `4 1&`t l Or IA- >4UVLJ Tams,% v►q iz� A36 60tt: -- 0-•sAp or . kesse O z14,b oa of e+& �- ��m — 1500Psi F4 = 3Goco Psti hb a-2 Z A ITf162 —> A llcr,j- -fou-, Z 19 o Ibs o r 1 -1-10 lb., <. cu--,i S �X��$ tick roo t Steel A36 WALL--v c... artL)J-a —.7 _�'bc..21v� 27..4cs �Cs1 -e6 J.- (w sDI)= 4,00 .�si___.�,�... _�6-_—(I A�I.��../C�cz�tn)t�14}_tam))= 545 ps► -�►�LaQlrJrt•) C�3 oo)Ct 33) = 532 p s► Mu►+��,R,t r (o•9��Co-'res)C�5XS4�)C�1�4)=4c�lb .l':'�Fb -M/S z4o ;o•od24 s 15't99L(27oo0)(�33) �'- 'S a r A 110 I "s iv%i O V1 A A(Ai r Bo U sL 35 310p�► 1� 3v R i,tuw A ►�l e T �►:rn w• `/Zy� A 3 b G - c cn�c vet =� Ft 1-440 16, (se-e- above) 350 `t Fes., -lb J-2 I S er or 0.11 196 F� uul utttunutuuuuuuuauutttunuwun uatutttttitutttuNtteuuutuuttitttttltlHituuununtuuumuuupuupttpptttptitttrtttuttttttuuuuuuuuutttttuutuuutuuutuuuuntunuuuuuue��n�unnunuurruu� TABLE 1606.2A MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN m Q Exposure B 1- M i liodzontal lvadsY Vertical loads(psf) Max-Horizontal Wall Loads4(pot) m N Windward a End Zvne Interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity load angle Windward Leeward windward t�eward End (atartor (mph) Direction (degrees) Wall Root' Wall Roof3 Roof Roof Roof Roof Zone Zone iE 4E 1 4 90 Transverse 0-5 1 . - .7 .5 -4.0 •1 4 -8.8 -10.7 •6. - 1.6 -16.9 10.0 -7.5 7.2 -5.8 0 1 17. 11.9 1 -2.6 1 -15.4 1 -10.7 1 -1 .7 V .8.1 1.21.6 -16.9 i -10.1 1 8.8 1 -7.5 30< an to 45 j 14. .9 1 11,5 1 7.9 1 S.6' 11 -8.8 1 CS 1 -75 i -51 -5.8 1,1.0 1 -8.11 1 9.1 1 -6.8 Longitudinal All angles 12.8 -6.7 6.5 1 4.0 •15.4 -6.8 -10.7 1 -6.6 -21.6 1 -16.9 110.0 1 -7.5 7.2 -5.8 100 Transverse 0-5 15. -8.2 10.5 1 -4.9 -19.1 A0.8 -13.3 1 -8.4 1 .26j 1 -9.3 8.8 -7. 20 -5.8 4.8 -3 -19.1 -13 -1 .1().1 -26.T -20.9 15.0 -12.5 10.8 -9.3 30 r an to 5 17. 12.2 1 114.2 1 9.8 16. -10 -9.3 -6 -7.2 1113.0 1-10.11 1 11.3 1 -8.4 Longitudinal All Angles 15.9 -8.2 1 10.5 1 •4.9 1 -119.1 1 •10.8 1 •13.3 1 -8.4 -26.7 1 •20.9 112.0 1 .9.3 1 8.8 1 -7.2 110 Transverse 0-5 192 -10 0 1 12.7 1 -5.9 1 -23.1 1 -13.1 1 -16.0 1 -101 1 -32.3 1 -25.3 1 15.0 -11.3 1 10.7 1 -8.7 0 6. . .0 17.T 3.9 , -16 0 -16.0 -1 .2 -32.3 - 5.3 18. -15.1 13.1 -11.3 30 < an le 21.6 14.6 17.2 11.8 -8. •131 7. -11.3 -7.6 -8.7 16. -12. 13.7 -10.1 Longitudinal All Angles 19.2 -10.0 12.7 -5.9 •23.1 -13.1 •16.0 -10.11 -32.3 -25.3 15.0 -11.3 10.7 -8.7 i 2D Transverse 0-5 2 .8 -11.9 15.1 -7.0 - ?. -19.1 .121 8.4 -30.1 17.0 -13.4 12.7 -110.3 20 31.e -8. 1.1 -4,6 -27.4 •' - -19. -14.5 1-38.4 -30.1 .0 -18A 15:6 X13:4 30 < an le< 45 .7 17.6 0.4 14 9. � •15. -13, - . -1 19k -445, 16.2 12-i Longitudinal All Angles 22.8 -11.9 15.1 -7.0 -27.4 -15.6' -19.1 -12.1 -38.4 30.11 17.0 -13.4 12.7 -10.3 130 Transverse 0-5 26.8 -13.9 17.8 -82 -32.2 -18,3 •22.4 •14.2 1-41.1 35.3 120.0 -15.7 14.9 -12.1 20 37,1 -9.8 24.7 -5.4 -32.2 -22A -22A 47.0 -45.1 -35.3 25.0 -21.1 18.3 -15.7 30 < an le 4 30.1 0.6 4.0 16.5 1 -18.3 10.0 .7 -10.6 -12.1 22.0 1-17.0 1 19.1 1-14.2 Longitudinal All Angles 26.8 -13.9 17.8 -8.2 32.2 -18.3 -22A -14.2 -45.1 1 -35.3 120.0 -15.7 1 14.9 -12.1 140 Transverse 0-5 31.1 -1 .6 -9.6 -37.3 • 1. -26.0 -16. 1 -52.3 -4Q.9 24.0 1-18.2 1 17.3 -14.0 20 1 43.0 1 .11.4 1.28.7 -6. - 7.3 1 - 6. .26.0 1 -19.7 1.62.3 1 .40.9 129.0 • 4:5 1 21.2 -18. r 30 < angle< 9 7. 1 .1 13.4 - 1 11.7 -18. -112. -14 .0 •1 2.11 -18.4 0 Longitudinal All Angles 31.1 -16.1 20.6 •9.6 -37.3 •21.2 1 -26.0 1 -16.4 -52.3 1 -40.9 24,0 -18.2 1 17.3 -14,0 o v 150 Transverse 0.5 .7 •i 8.5 23.7 -11.0 2.9 - 4 4 1 - 9.8 1 .18.9 40.0 1 -47.0 27.0 1-20.9 19.9 •16.1 U3 20 4 -13.2,1 .9 -7,2 • 911 --29.8 - .6 -60 -47.0 !27.0 .0 -28 4 - 0.9 r 30 < an le 45 4 ,1 27.4 31.9 .0 15. - .4 13 .20.9 •14.1 • 6.1 .0 - 2 8 25.4 -18.9 v_ Longitudinal All Angles 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.6 -18.9 -60.0 •47,0 -20.9 19.9 •16.1 z Li 0 For S 1: I W=0.0924 m2, I mph=0.447 Ws,l degree of angle=0.01745 rad,I psf=41,881 M2/ 0 C3 Notes: t Pressures for root angles from 5 to 20 degrees shall be interpolated from the table, i 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the Windward elevation of the building in atxond9^^- w 3 If pressure is less than 0,use 0. S 4 Pressures shall be applied in accordance with Figure 1606.2(b), r v j DATE: Sheet i -= 1 . { s tV-W tWW- - zoos e-VA ria �Y- S'- as 00 U,0LJJ 3 Building,simple diaphragm:A building which complies 4 with all of the following conditions: ' Z 41L� 1. enclosed building, 4F 3 f 2. mean roof height,h,less than or equal to 60 ft(18 m), z WrERlors 41 3. mean roof height,h,does not exceed least horizon- aooF -� tal dimension, ANGLE 4. building has an approximately symmetrical cross section, �E 5. building has no expansion joints or structural sepa- 1 L°�Dft8& 1 rations within the building, iE�<:� � 6. wind loads are transmitted through floor and roof 1E diaphragms to the vertical lateral-force-resisting systems, andWM''D L1Ir&VMW 7. if the building has moment-resisting frames, roof RANGE slopes do not exceed 30%. FIGURE 1606.2b MAIN WIND FORCE LOADING DIAGRAM WINDNNRDROOF �( VVWA�W�AMROW _ - LEMMOF- ID ROLEEWAI`W ROOF tu 0 � _ � W S _ = a ' Ln La -- -- "' ---- -....--- - L -- 1 TRANSVERSE EIFYATION LONGM=MA.ELEVATION i . RGURE 1606,2& APPLICATION OF MAW WIND FORCE RESISTING SYSTEM LOADS FOR SUPPLE DIAPHRAGM BUILDINGS t TABLE 1606" j HEIGHT AND EXPosunE ADJUSTMENT COEFFICIENTS r { Mean EXPO- Roo Height B a D IS 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1,35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. 'n pct" S�,e : AA.bvt by- W Vesli�-We.P or S Wt -i cr&,% DATE: Sheet of �t 1 �LIL ZL1 From^^ 2A 'FSC--20 o I 4-T M ZvoU W d -t'50 L `J ee %-OKV 5\AeetFU'r" S�te v-f Wks Q� siS .: I l FLATCE'W I I � -DW ' I i \ CATHEDRAL I CATHEDRAL I I L� \\ ,�— cExec \ � I LIVING AREA TO CATTEMLCEK** 12675gft I ? I I \ II // f—I I --— - — -- \ / � / FLArcEILRc t- KITCHEN." LIVING1 / ROD F PITCH I E55 H TEP TO DE I I PORCH 7:12 ALL IWERIOR PITQE5 TO DE MAXpdmD AS 4:TL 7 ---.----------.------ --'-I_�I I i MNF SIELF I �/ HALL I ...{. — B RAT CEUG i I I I u \ I I I I B F Al CER7G /I\ °RAT CEL** GLDSET / CATHEDRAL CELW, I I I "DTA VIWKY ^* Dab CAW d—, — }— ------------KAGE ' B RAT CEJUW, [ (TRUSSES \\ I I I I DESORAKGEIFOR I e FLAT CEILYG / \ ——————, / I B RAT CE" \ K19tusnM MASTER DDRM BEDROOM I "Moll CEEu,rTHE)RAL cI w w -r sir- lauc- wNo. (f") (� } (ft) (ib) (lb/ft) (4b/*) (ft) 0-j )1 � ° 2�i ts1A 1-33 tt�� SLR ltwh Ol `t l i ZqO a i�b1 2H V40 t(► 1000 } C3= *NP' DESWRATES TK RMUNG SPAM; AT Pte.. s � ,,,.. k uv r t WALL SWPORTS fQR VCS OR THSCMDW E s ' c as F tr FIR" 1 SIORY A .,. . S a Arw.9XIPM WA V6W *AT 71W 04 ,,`4 A &C. eta Wit. abs Kir FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Aug. 15 2002 08:16AM P3 MAP SHOWING BOUNDARY SURVEY OF LOT 11 BLOCK 227, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: ESTCON, INQ, BEARING REFLRI_N(:k: NQl-22'00''W FOR 'THE EASTERL-i FZ W LINE FOR MAIN -,Tf2CCT. CERTIFIED TO.- REAL O:REAL ESTATE GROUP OF THE SOUTHEAST SUNTRUST BANK COMMONWEALTH LAND TITLE INSURANCE COMPANY GIBRALTAR TITLE SERVICES B L O C K 2 2 8 0; .l'II,r�i,. s L O T 1 L O 7 2 S01 .2200"E 70.00' ' B L O C K 2 2 7 o L O T O 1 i (4 ) (1tf } I 24.7 — 20' SRL... RS••1 O 0 TREE LEGEND: IN 4i) �i TRUNK 517 SHOWN a `V THUS: (18 O N oAl< - O DRIVE L�� � gU1N 1 t (4O') 1 TRIPLE(24') SWEET GUM U.'L ��, I +x D MAGNOLIA TwMo 14" m (14")) a� N w �j PERSIMMON (1.v. PROPOSED DWEL UNG N © BAY fy 0 e— 0 (e) I ,� O Lo 19.0' ❑0.0 00 -j W (s" ) YORCH I 00 00v -fir 25.OL..(y) X6.0 , 9R� L. — 2o' i N G O (20") rn O, GU/Y'�WIgRE N01 VvOht pN00j _j EDGE OF PAVEMENT CONCRETE CATCH MAIN STREET 19 (50' RIGHT OF WAY) !; &%A9ED 10--1 —.2.001 TO S1IO N 3" T14R000H 5" HARDWOOD TREES NOTE: FOUND ALL IRONS LOCATED ALL S" OR LARGER HARDWOOD TREES: 4-4-2001 NOTE: FOUND ALL IRONS LIHMURM��INI AL SiTDAFY RpSrFORTHIS LASURVEY ND 5U�2VEYOR5MNDACCORDANCE wSTH CHIBAP ERIR6 G1�N6�EF�oR�o E �` � + IN,ACCORDANCE FOUNO CONCRETE MONUMENT ADMINISIKAIIVE COPE (PURSUANT 1'0 SECTION 47.2.027, F40RIDA S1AIUIES), AND 1`URIHER ClRIWY {HAI • 1/2 FOUND IRON THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. O 1/2" SET I[ON - L8 1704 B.R.L.B�UpI�LDING RttSYR10110N LINE R RADN&S L RNCLE �: THE LOT SURVEYED HEREON APPEARS TO UE w r w FL6OD CLARSON AND ASSOCIATES, INC. L ARC LENGTH ZONE6 ".X" AS SCALEo FROM THE BLOOD wSuRANCE knTE 7e43 NAI DO AVC., JACKSONVILLE, ►L., 32207 C1 CHORD MAPS, COMMUNITY P NFL ELQ ,12gQ7. 0001D. DATED 4••-17=89. P.C. PONT OF TANCURGEMUR� P.T. POINT OF TANGENCY pp R.C.PONT OF REVERSE CUR%W P.C.C.POINT OF COMPOUND CURVE SURVEYED MARCH 27 2001. F5 FOUND GHT R/1M RIGHT OF—WAY SCALE:_1" ' O,R.V.OFFIO+AL REOORDS VOLUME _^_�O J.E.A. ACIr� NVff,IE flFCTRIf rtrrN5Tl:RCO 5URVC1.O1C NO. 4457, rL.OMIDA U IfY FIELD sOOKR 2 G 21 V A d T l Cn A"R ll g • 5 •�—' 9 3 2 A M JOSE A. HILL JR. RCP EINFORCFA OONCRETE PIPE OWNER:Metzger Lot 1 of Block 227 Atlantic Beach SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 8/27/2002 CONSTRUCTION JOB ADDRESS: Lot 1 of Block 227 Atlantic Beach Main Street Atlantic Beach, FI. 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable-"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" Width: 20" Depth: 10" Reinforcing: #5 Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: NIA Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: #4 Number: 1 Spacing: 48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: NIA Spacing: N/A PILINGS-Material: N/A Size: N/A I Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: NIA Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A I R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A —T—Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly TFinish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None Fill: Sand Thickness: 4" Size: 3' wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" 7Size: 8' x10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 16' wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location: At perimeter Engineering EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized(weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized TExterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top& Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows & Doors #2 or Better SYP 2x10/12 NIA 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2" vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl, Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl [Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: Certainteed Fiberglass Grade: 25 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4" galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A 2nd Floor N/A Attic Stairs 22" x 54" x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A NIA N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: ( ncluding Storm Doors Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1500 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer&/or Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Finger-jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/ Popcorn or 1/2" Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach 11.CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Bath#2 Other: 12. MASONRY. MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: NIA Flue Tile &Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath:w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor NIA N/A Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3" diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL - 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make& Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue '/." House to Water Heater CPUC SCD40 Glue %11 House to Bathrooms CPVC SCD40 Glue %"TO %z" House to Kitchen Sink CPVC SCD40 Glue %" TO '/" House to Refrigerator CPVC SCD40 Glue %" TO 1/2" House to Dishwasher CPVC SCD40 Glue '/"TO %" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet& Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet& Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet& Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type & Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type & Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener L__ Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage W!ring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath#2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach 110 Voltage Wiring Detail continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name& Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress P5745-30 1 Front Porch (O/H) Progress Recessed 1 Kitchen Sink (O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: NIA Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: NIA Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe fiaq Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17.GUTTERS AND DOWNSPOUTS: NONE LSize: N/A A Gage or Weight: N/A Number of Downspouts: N/A ks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:Metzger Lot 1 of Block 227 Atlantic Beach 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF FBath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19.SPECIAL EQUIPMENT: jNot Included Elsewhere Garage Door Opener Brand Name & Model: Pre-wire ONLY Attic Fan Brand Name& Model: N/A Skylight Brand Name & Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name & Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name& Model: Firex 4418 w/battery backup Intercom Brand Name& Model: NIA Style & Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name &Model: DSC PC1555 Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 •OWNER:Metzger Lot 1 of Block 227 Atlantic Beach 20. LOT GRADING and LANDSCAPING: Lot will be final gLaded for proper drains a after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St. Augustine Number and species of plants: 20 - 3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21.SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings—Carpet Portico -Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong -Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW N/A Hood vent MAYTAG H 304RW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan & Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 j!�lJNJ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD M ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024989 Date 10/10/02 Property Address . . . . . . 1399 MAIN ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------ --- --------------- ------------------------ BESTCON, INC. BESTCON, INC . 2440 S . BEACH PARKWAY 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH JAX BEACH FL 32250 JAX BEACH FL 32250 (904) 246-3747 (904) 245-3746 ----- ------ ----- -- -------- -------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . TREE REMOVAL 281TSITE 311PLANTED Permit Fee . . . . 00 Plan Check Fee . 00 Issue Date . . . 10/10/02 Valuation . . . . 0 Fee summary Charged Paid Credited Due ----- ------------ ---- ------ ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUIL NG OFFICIAL .i r, MINUTES OF TREE CONSERVATION BOARD October 9,2002 A regular meeting of the Tree Conservation Board was held Wednesday, October 9, 2002, in the City Hall Conference Room. Present were Barbara Mears,William Permenter, Carol Rockwood, Maureen Shaughnessy, Building Official Don Ford and Recording Secretary Susan Dunham. 1. Call to Order The_meeting_was_callecl�order at 1-06 2. Recognition of Visitors None. 3 Approval of Minutes of Meeting of September 25.2002 A motion was made by Board Member Permenter,seconded by Board Member Rockwood and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of September 25,2002, as written. r 4. Old Business Chair.nw-uc&Nexu Busmess_Rdar to Old B si�ess. 5. New Business A. Tree Removal Applic ns: 1) Lot:1,Block 227,Sec Adr Paul Ni__nla olf and-stated-flim-he—was at this meeting on behalf of g stee, LiteHe ter `J_t the twin 20"�noted at-the-right-re't corner-of the house was not-there:- the 2�"oak-at 22 and than the two 10"oaks an eck W..Nichols state j that he had 28"of oak on side and—woutcfineed to plant 3"ofoak-.- A motion was made by Board Member Rockwood, seconded by Board Member Permenter and unanimously carried to direct the Huilding_Official to issue a Vermit for the removal of 62" of oak,to be mitigated with 28" of oak on site and 3" of oak to be planted. 2) Lots 69-A and 70-A within Unit 2. The applicant was not present to address the application. Chair Mears advised that the applicant was requesting removal of 51"of oak, 21"of holly and I, 13"of palm. i A motion was made by Board Member Shaughnessy,seconded by Board Member Rockwood and unanimously carried to direct the Building Official to issue a permit for the removal of 51" of oak,21" of holly, 13" of palm,to be mitigated on site with a 12" oak,a 8" holly, a 13" oak and a 11" oak; and,two 13" palms were to be mitigated through Public Works. B. Draft of Annual Tree Conservation Board Report to City Commission: Deferred until the next Tree Conservation Advisory Board meeting. 4. Old Business A_ '1~ree Planting_-on_A ord advised-the-B=d member ent. i i, } CIT"�' OF ATLANTIC BEACH - I ' TRIEE REMOVAL APPLICATION -, n i All applications must be submitted with seven(71 copies and received b5 PM o e n to 1U) days prior to the scheduled meetinpzin order to be placed on the a e�? nitar", of Atlintic ch *INCOMPLETE APPLICATIONS OR INACCURATELY MA TE* Zonin , WELL NOT BE PROCESSED. I Wrin J�)r,- c-�44L-I(A kWh 4 ,_ APPLICANTNAME ADDRESS TEfEPHONE 12. 0 a - ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL.SITO0E 3. REASON FOR PROPOSED TREE REMOVAL: Nr(,( d . 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES 03'No ❑ NOT SURE 5.PROPERTY ZONING: S-k SIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: 'r'� 2 6 200 tiGf' SPECES DMETER DUAIETERand Zo ing INTERI6R EXTERIOR I!7[ITIG�� s b� 0 Ar t� d iL '- — *Diameter at Breast Height(D.B.H.) is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and di-Ode by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. * See attached dinbram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURInEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height of six inches or more. d) Tree species and sizes. e) Trees to be removed should be clearly narked with an."X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location,size and species of any proposed new replacement trees ;narked with a circle "O" h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS.- a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation ATUST be marked with SUE flagging,paint or tape. c) _ The front property comers must be marked by stakes or paint indicating the Lot 9. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE-PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL.OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. plicae s Signature { Dag Owner's ignature Date CITY USE.ONLY: 6&7 Tree Conservation Board Chairperson Date FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Aug. 22 2002 09:33AM P3 MAP SHOWING BOUNDARY SURVEYOF LOT 1 , BLOCK 27, „ AS SHOWN ON MAP OF SECTION H ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BF-S-TCON iNC- BEARING REFERENCE: NO1'22'00"W FOR THE EASTERLY R W LINE FOR MAIN STREET. B L O C K 228 L 0 T- 1 L 0 T 2 S01 '22 00"E 70.00' B L. {� C K 2 22 7 I N O p L O T o 1to Q I w 20' BRL ZU.O' T �4'� � O TR�ir�SEI�LD. N :._ �„Jl 1 • TRUNK SIZ,F SHOWN THUS: (18 ) W i d "d`" 0 N OAK W , o " DR1VF. I i LL GlUTUP -(40") 11 TRIPLF,(24.) SWEET GUM 16. "I..�,G,//,c r �B� MAGNOLIA -' IN '3"�'\�e- (14") �' q ( W j PERSIMMON o wD I� d PROPOSED DWELLING N 0 BAY 00 r v 0 (6 "^ " 1�IIl41 ML.1�-A { PINE: �l O W) I LO IO (' ") W 18.0' �10 0' ;0 J co3.0 WL (8") 0, PORCH I W v J Z Z —00 20' BRL Tree Removal Approved f (48"TWI ��///� � N I' Date/O 'P Q Q �–O -ON—OH'OHY WIRE N 01 • ����—�►�oo' `.EDGE OF PAVEMENT p5 CATCHEYE MAIN STREET AT (SO- RIGHT OF WAY) REVISED 10-12-2001 TO SHOW 3" THROUGH 5" HARDWOOD TREES NOTE: FOUND ALL IRONS LOCATED ALL 6- OR LARGER HARDWOOD TREES: 4-4-2001 NOTE: FOUND ALL IRONS I HEREBY CERTIFY THAT TH15 SURVEY, Pr-RFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LUENDI MINIMUM TECHNICAL. STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 51G17-6, FLORIDA r FOUND CONCRETE MONUMENT ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • 1/2; POUND IRON THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERIY EXCEPT AS SHOWN. O 1/2 SET IRON - LS 1704 B.R.L BUILDING RESTRICTION LINE /�' INC. A CENTRAL ANGLE NOTE: THE"LOT SURVEYED HEREON APPEARS TO UE WITHIN FLOOD CLMSON AND ASSOCIATES. NL rJAARCIULEN011.1 ZONES X" AS SCALED FROM THE FLOOD 1NSURnNCE RATE 1643 NALDO AVE., JACKSONVILLE, FL., 32207 CH CHORD MAPS, COMMUNITY PANEL NU, 12 075 0001D DATED 4-17-89. PA. POINT OF CURVATURE P.T. POINT OF TANGFNOY P.R.C.POINT Of REVERSE CURVt P.C•C.POINT OF COMPOUND CURVE SURVEYED MARCH 27 2001, FL). ROOUN OF-WAY SCALE: 1 = 20' O.R.V.OFFICIAL RECORDS VOLUMV RtGISTERED .'SUHVCYOR NO, 1187, FLORIDA J.E.A. JAC%NNViLLE ELECTRIC FIFI n BOOK 624. PAGES 64-68 JOSE A. HILL JR. RCP RCINFORCED ew mrir rim Received Time Aug -22 .L(10:490 SURVEY NOT VAI 10 WI11 TOUT [MUCSSEU SURVEYORS SEAL_ —ON—OVERHEAD UTILITY UNF PERMIT WORKSHEET Certificate of Occupancy Job Address: I C? Type Work: Property Owner: Phone # Contractor: Phone # -7.31 Permit#: CD4– Z~7 V!�-S Date Issued: Building Inspections: Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Tree Permit# YES NO Electrical Permit# Date/Copy to FC'`f - TZ '�J JEA Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# - Inspections: Rough .Final (— Plumbing Permit# Inspections: Rough / Underslab Topout Water/Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# C Inspections: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: CITY OF ATLANTIC BEACH t } 800 SEMINOLE ROAD E' ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027885 Date 3/17/04 Property Address . . . . . . 1399 MAIN ST Tenant nbr, name . . . . . . CUSTOM SUNROOM Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15723 Owner Contractor - ----- ------------------- - --------- ------------- METZGER, ROGER LIFETIME ENCLOSURES, INC. 5521 CHRONICLE COURT ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 731-5580 ----------------------- ------------------------- ---------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 110 . 00 Plan Check Fee 55 . 00 Issue Date Valuation . . . . 15723 Fee summary Charged Paid Credited Due ------------ ----- ---- -- ---- --------- - -- -------- ---------- Permit Fee Total 110 . 00 110 . 00 . 00 . 00 Plan Check Total 55 . 00 55 . 00 . 00 . 00 Grand Total 165 . 00 165 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS H ARE PART OF THIS PET SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL .et C N 4 V x� f s N r CN N U- d3 :3N N . . �; o, . Q(3 q) OUnQO Hoot Structure i i . t Homeowner .� CSI Mr. and Mrs Met 12' : 1399 Main Street i Atlantic Beach, Fl 32233 i (904) 24.6-4468 Contractor t = LIFETIME Encioeure5, Inc. N Jeff Briar CKC-028471 5521 Chronicle Ct. Jacksonville, FI 32256 � 4731-5560(90 ) 904 731-5750 fax ............................ ............. Scale: 1/4 1'-00" 15' Drawn by James E. Snow Date: 02-23-04 Flail View _ 4 in. om oeite Panef Roof stem Zx4xo5a 2X4K05o 2 lc©4' S p Full View Door VI 3'DDS 6'•08" g t 7.75' a Z t�3 K 3 16 in.kickP�4� Z K 'ILO 4S 76 in.kickpanele 1T 244 South Elevation View F 75 L East Elevation View(Load Bearing Wall) SECTION 7 SOLID ROOF PANEL PRODUCT Table 7.4.1 Structall Building Systems Inc. Snap & Lock®Composite Roof Fa& Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1#Density Manufacturers'Proprietary Products:Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S.#1 Density 3"x 48"x 0.024"Roof Panel Glass Rooms Open Structures Screen Rooms Partially Enclosed Enclosed Overhang Wind Mono-Sloped Roof Mono-Sloped Roof Cantilever Region 1&2 1 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All span span span span span span span span span span span span Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 13'-6" 15'-1" 14'-7" 15'-1" 1T-9" 16'-3" 4'-0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 11'-7" 13'-6" 13'-1" 13'-9" 15-4" 14'-10" 4'-0" 120 MPH 20'-4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 10'-8" 12'-5" 11'-6" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 10'-5" 11'-7" 11'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15-1" 17'-9" 16'-3" 9'-10" 10'-11" 10'-7" 11'4" 12'-11" 12'-6" 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-2" 10'-3" 9'-11" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 8'-7" 9'7" 9'-3" 9'-6" 10'-8" 10'-4" 3"x 48"x 0.030"Roof Panel Glass Rooms Open Structures Screen Rooms Partially Enclosed Enclosed Overhang 1 Wind Mon Sloped Roof Mono-Sloped Roof Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All span span span span span span span span span span span span Roofs 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26-8" 25-9" 15'-10" 18'-5" 17'-10" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 14'-2" 15'-10" 164" 16'-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25-9" 20'-5" 22'-10" 22'-1" 12'-11" 14'-6" 14'-0" 14'-8" 17'-8" 15'-10" 1 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 12'-8" 14'-2" 13'-9" 14'-4" 16'-0" 15'-6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 11'-6" 13'-6" 13'-0" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 10'-9" 12'-6" 11'-7" 12'-8" 14'-2" 13'-8" 4'-0" 150 MPH 14'-5" 16-2" 15'-7" 14'-5" 16'-2" 15'-7" 10'-0" 11'-3" 10'-10" 11'-2" 13'-2" 12'-9" 4'-0" 4"x 48"x 0.024"Roof Panel Glass Rooms Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I Wind Mono-Sloped Roof Mono-Sloped Roof Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All span span span span span span span span span span span span Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 14'-9" 16-6" 15'-11" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26-2" 25'-3" 20'-6" 1 22'-11" 22'-2" 13'3" 14'-10" 14'-4" 15'-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 11'-8" 13'-7" 13'-2" 13'-9" 15'4" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-�" 20'-9" 20'-0" 11'-5" 13'-3" 12'-10" 13'S' 14'-11" 14'-6" 4%0" 130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 10'-9" 12'-7" 11'-8" 12'-8" 14'-2" 13'-8" 140 MPH 13'-8" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-1" 11'-s" 10'-10" 11'-3" 13'-3" 1 12'-9" J 4'-0" 150 MPH 1 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 9'-5" 10'-6" 10'-2" 10'-5" 1 12'-4" 1 11'-4" 4'-0" 4"x 48"x 0.030"Roof Panel Glass Rooms Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I Wind Mono-Sloped Roof Mono-Sloped Roof Cantilever Region 18,2 3 4 1112 3 4 1112 3 4 1&2 3 4 All span span span span span span span span span span span span Roofs 100 MPH 27'-9" 30'-11" 29'-11" 26'-5" 29'-6" 28'-7" 18'-3" 20'-5" 19'-9" 20'-8" 23'-1" 22'4" 4'-0" 110 MPH 27'-9" 30'-11" 29'-11" 24'-4" 27'-2" 26-3" 15'-9" 18'-6" 17'-11" 19'-1" 21'-5" 20'-8" 4'-0" 120 MPH 26'-5" 29'-6" 28'-7" 22'4" 25'4" 24'-5" 14'-5" 16'-1" 15'-7" 17'-6" 19'-7" 18'-11" 4'-0" 123 MPH 25'-5" 28'-5" 27'-5" 21'-11" 24'-7" 23'-9" 14'-1" 15'-9" 15'-2" 15'-10" 19'-0" 18'-5" 4'-0" 130 MPH 23'-5" 26-2" 25'-4" 20'-8" 23'-1" 22'-4" 13'-4" 14'-11" 14'-5" 15'-0" 17'-11" 16'-3" 4'-0" 140 MPH 1 15-11" 17'-11" 17'-3" 15-11" 17'-11" 17'-3" 12'-5" 13'-10" 1 13'-5" 14'-0" 15'-8" 15'-2" 4'-0" i50 MPH 1 15'-11" 1 17'-11" 17'-3" 15'-11" 17'-11" 17'-3" 11'-2" 12'-11" 12'-6" 13'-1" 14'-7" 14'-1" 4'-0" Note: Total roof panel width=room width+wall width+overhang. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT L T quaIN R a TA L L• � P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE(386)767-4774 350 BURBANK,OLDTO&I 7 4 FAX(386)767-6556 LOCAL(81O NATIONWIDE FAX(813)854-2802 PAGE © COPYRIGHT 2003 7-42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT S. ooeIT 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax 'fir 0i3 �� PLAN REVIEW COMMENTS Permit Application # 04 -0?'7 d Property Address: t,3cIc) YV(a I n 54 CITY OF ATLANTIC BEACH S BUILDING / ZONING DEPARTMENT ss' 800 Seminole Road S" Doerr ". Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 24 -c,218 Property Address: l 3�6) Cat t) ,-S4 Applicant: Lirc 4t m c Project: S'U rt rrm t This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: 3h-' f f" I __ - STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent, including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL IN RMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNS DATE I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFOON OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE P NAME MAILING ADDRESS PHONE FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE ,A ' 4 O • A�aar M e-tZgeac, ❑ personally known "¢ [ Produced identification M 9 r� "'Ws #CC 930523 Type of identification produced DU 11 K,a&^ 1 o?Q '©98 'o Expires April 23,2004 Bonded aru nAtlantic Bonding Co.,inc, AS TO CONTRACTOR: Jeff' 6elAe Personally known Produced identification E Pu'� Tonga A. Claar Type of identification produced Y„ �, 2 ,%Commission#CC 930523 �`. oc Expires April 23,2004 Bonded T'hru Atlantic Bonding Co.,Inc. 6/18/02 f , vn4w ouuV-ul Residential limited Applications PresZ-riptive Method C NCn-_ t 1 Smad Additions,Renovations&8uiiding Systems �yadt 1 watod C d Glamer 6 d Eye Fbrida&ere ElS6M Cuda may be deo+ %hW br 0V use d faun d.CC-01to add*rs d;M square hd a sass.sit-s%WW crmnWu Or renwataM1s;o s nak:nd rtrlLtam.r res+derces tdenutive nted+ods aro atwided for addAors br used form M-Jt a,4MA4 t. _ PROJECT NAME: BUILDER: t ANO AOORESS: PERMITTING CLIMATE --- ` OFFICE: ZONE: 1 C 3 _!' 4 OWNER: yiJ/jaP PEAIAITNO.i ` ` JUR=ICTIONNO..(�t� t — WALL AWn0NS To ECS i1NG REtt7EN(---S(boa Sgtare tees aims of areal Presaipeve regtirernena n Tales oC•t,eC Z and 6GI appy oiy u use mmaooens d use ad3eart,mt� x sr:,;�>: Space heating,000inq,and Mate heatnng evuprs+est erkie q kreis must be ort o*Wm eiltocrtett is i%WW speoi c*to serve d*addmr of is b"rstaiea in cw4 aon wit rhe adders mnsn=n :xvwen:: sepuatng ursrandiooned stakes tram mndioa ed swcrs salt meet Ne prts,3s4-ed mrirnm istlatim krek*-WVA MNS(Res4hVa1NAk1gs trndargoirg renoraeasms9ug Mae Ctan JC:d:!a:=r=,+•aLe:i..e b ABN).P-es=="reatxemWa n i ales 6C-I and 6C•2 appy only io the o, paters and eipAvaent berg reravated or rzotaced t tANUfAC iUAED I It +ES ANQ 8UM OWGS Ody site istal<ed rear.1�and les are covered'.•yTics am.3UWNGSYS 5ASCam*whetaam00na+►sys Misintakd Please Print 1. Renovation, Addition, New System or Manufactured Home t, 2. gle family detached or Multifamily attached 2. 3. If r Itifamily—No. of units covered by this submission 3. 4, Condt -oned floor area (sq. ft.) 4• S. Predomi nt eave overhang (ft.) S. 6. Glass area d type: Single Pane Oouble Pane a. Clear glass 6a. sq. ft• _sq. iZ•j _ t b. Tint, film or sol screen 6b. sq. ft- sq. 7. 7. Percentage of glass t floor area 7• % S. Floor type and insulatio { a. Stat:-on-grade (R-value) Sa. R= fin. `. 1 b. Wood, raised (R-value) Sb. R= sc. e. Wood, common (R-vaiue) Sc. R= sq. d. Concrete, raised (R-value) Sd• R= sq. e. Concrete, common (R-value) /� l Se. R= sq. 9. Wall type and insulation: \I _ a. Extero, t�lascn (!nsu!::ion R-value) 9a-1 R= sc. 2. Wccd rarne (Insulation R-value) 9a 2 R= sc.. `. t b. Adiacent: I. 'Masonry (Insu!anon R-value) 9b-1 R= sq 2. Wood frame (Insulation R-value) 9b-2 R= c. Marriage Wails of Multiple Units'(Yes/No) 9c 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 1 Oa- R= sc. 4 b. Single assembly (Insulation R-value) 1 Ob. 11. Cooling system' (Types:central, room unit,package terminal A.C.,gas,existing, none) 11. Type: ! SEER/EE -— 12. Heating system': (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: t gas h.p.,room or PTAC,existing,none) HSPF1COP/AFUE: i 13. Air Distribution System% ) a. Backflow damper or single package systems`(Yes/No) 13a. — t b. Ducts on marriage walls adequately sealed' (Yes/No) 13b- 14. Hot water system: 14. Type: (Types:eiec.,natural gas,other,existing,none) EF: 'Pertains to manufactured homes with site installed components. Y I hereby certify that the pians and soecilications covered by the calculation are in Review of plans and saecoKauors covered by tta oftsatation isocttes,---� :a�r wmpiiance the Rcrica Energy Code. wo C+e REnmy aida eCode.Before eorutataraen a mmdeted,ris lX�9cc i+ar ed for=roiance n acmrdura with Sacro 533.908,r.3. dd PREPARED By: thDAM- I Burt OrrrG OrAt: t hereby cer;,:y trial a.a huilC3ng.s nm gptiance witft e lorida Ergy neCode. �� -;9 OWNER Ac&(r: DATE _ DA.C: 02 ... 1 C LOSIDA BUILDING CODE—BUILDING (Revised November,2001) �r+r:aurt is H�SUI t N 16b V AX NU. :904 396 2633 Aug. 15 2002 138.16AM P3 MAP SHOWING Bat)N ARY SURVEY 0j'' LOT 1 , BLOCK 2271 AS SHOWN ON MAP CSF SECTION "' " ATLANTIC BEACH A.S RECORDED IN PLAT BOOK 18, PACF. 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. r'OR: Eff,=QN, _ IINQ. BEARING REF'EIjLr4Q .: NAjI-2 Q0^'W FOR 'THE EASTERLY f(1w L.IWE FOR MAIN £,TRCLT, QERIJEIED T0: REAL ESTATE GROUP OF THE SOUTHEAST SUNTRUST BANK I COMMONWEALTH LAND TITLE INSURANCE COMPANY I GIBRALTAR TITLE SERVICES 4 tri !1;! t , 9 L O c K 2 2 6 L O T I L O T 2 501 422'00"E 70.00' I B L O C K 2 x 7 cL L 0 T Q t ( 91" ' w N 4j) 4TW IBEKE LESNT "OAK vRIVEl (40") TRI L.E(24") SWEET GUM V l �nMAONOUA 14") ; `ut,s' W W j j PERSIMMON 4 PROPOSED DWELLING � �� " I— •ri BAY 0 0 (e`> I " V) (D :, x-) :00� M(� j--, j 00025.OL..(r) seJ (31 OVY"RC WOE OF PA\r.M04T ooNC+teTl: ^ " MAIN STREET 9/�EIII ;(50' RIGHT OF WAY) RC"SED 10-•13-3001 t0 SI-10W 3" THROUGH B" HARDWOOD TREES NOTE:—FOUND ALL IRONS LOCATED ALL 6" OR LARGER HARDWOOD TREES: 4-4-2001 (, NO1'E: FOUND ALL IRONS 4 &fEq CEAWY THAT THIS St)RVEY PERFORMED UNDER MY nESPONSIOLF 01RE 4710►3 MEETS 1HE U—GEND, IrtalM 1N AL STANDARDS FOR LAND SURVEYORSIla ACCCRDANCE Alit•i 1rIIAPTER 61GI7�6, FLORIDA IN ")UNG C04CRM MONUMENT Ap►A1tp5IIiAIIW- COBE (PURSUANT 10 SECTION 472.027, FUORIUA S7AtUIES), ANU FUKIHER Ck)01IY rHAI . 1/2' FOUND IRo►t P1ERE ARE NO VISIBLE ENCROACHMENTS UPOII THE 5UQ lECT PROPERTY ExCE.PT AS 5N01+N. I/2 sEl qq! – ilOt go.L.BUILDING SIRI0710 Utk a CUITRAL A►ua.E iW.E: 7116 I.OT qUR`+EYED HEREON JU'PEARS TO uE vn�t1�1 ROOD R RADIUS CLARSON AND ASSOCIATES, INC. L ARCC LU401N aNCB _._ AS iIAA).Ba FROM 111f PLAOD 101WRAHL9 AATC 1063 NAI r3h AvF'.. JACKS0P1v'LLlr, YL., 31207 p I Pcft OINT OP CL'RYATVRE +APS. I MUtN Y PAIIF,� E1Q,-12QtL k-= 0001D. OA1EU 4-17-89. T.T. POINT OF TANGENCY Ppa C.PONT OF R[V6Rf8 CURW P,C,C.POINT OF COMPOVNO CURVE ;URVEYEV MARCH 27 2001. RIw RMT-Or-"Ay )CALE:_"" -- 2Q' 0E A E1,311t i 1ELD t3C)OKR?C 9 i V e T I M e'A U 8 5 9 3 2,a�� JOSE A. HILL JR. RtX` CONC7tElE PN`E �•r CITY OF ATLANTIC BEACH �Fo �s BUILDING / ZONING DEPARTMENT L. ins s] 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 'r dR ? (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0'-/ - d -7 rbc'S Property Address: /39� ryuc_,rl Applicant: Fi A rt_C Project: St nrnrrnrJ� ; �Gc'� This permit application has been: Approved Reviewed and the following items need attention: Please re-submit ur application when these items have been completed. y Reviewed B • � -� Date: 4 3 /��� A CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD -' ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 04-00027885 Date 5/04/04 Property Address . . . . 1399 MAIN ST Tenant nbr, name . . . . . . CUSTOM SUNROOM Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15723 Owner Contractor ----------------- ------- ------------------------ METZGER, ROGER LIFETIME ENCLOSURES, INC. 5521 CHRONICLE COURT ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 731-5580 ---- -------- ---------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . COLONIAL ELECTRIC CORPORATION Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ------------- --------------------------------------------------------------- Special Notes and Comments 200AMP, 1PH, 3W, 240VOLT, 2 , 1/2 RACEWAY WIRE SUN ROOM TO CODE Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. *(�jft-- C • BUILD CITY OF ATLANTIC BEACH 1ELECTRICAL PERMIT APPLICATION Date: Property Address: / 7 Owner: Telephone 1#: "9% 4AKS Contractor-Lr ,u;�/ Flee neid ��/,� JTE7 _ Telephone#: 79S 79 SLI Contractor Address: 0& T.tx--aK- Fax#: to-1 f:Q1 3 In consideration of permit given for doing the work m doscribed in the above etwement, we hereby agree to perform said work in accordance with the attached plans and specifications which sac a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good vractice listed therein. Building: Building Type: Q Trailer Service: If o0m coostiw:rion is O New Residence v Temp. d New titling Joao on this building OOld o Commercial o Signs Q Increase pffrait site,►iecbe building Re-wire a Addition Sq Ft. Q Repair D5�- 7 X 85' Conduotar Size.V NrAWS:J Qf> COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W-3 VOLT j y() WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED r OPEN Rem tacles CONCEALED OPEN Switches Incandescent Fluor eaceat & M.V. Fixed o. oo�IrtrsI OVER BELL Appliancee ITRANSFER. Air H.P.RATINO H.P.RATING C,91L 0 KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0.1 H.P. VOLTAGE PH N-6-77 OVER 1 H.P. PH$ v Trsnsf+ormers NO. KVA NO. KVA No-Now_TransE Ls. 3i miscellaneous aA 1 80 dtaoie Road-Atlantic Beach,Florida 312334S44S Phones(904)247-580o- Fal: (904)247-5845• http://www.cl.ridmadc4mmch.dus Cd WdZS:CO t700Z 0E 'ads £SZOS69006: 'ON Xtid IU I N0103: WOdj t CITY O�ATLAivITIC PEACH s� Bl11Li71N 2 �r;'r ,Ev:; CITY OF ATLANTIC BEACH MAR 12 2004 BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITION E Job Address: Owner of Property: 'Rout e'r y Address: . l� -1 1 M eAt 0 S+f ee-+ a-�) C 6efkh �t, ? elephone: ;N (o- `-t L4 b Legal Description:'Block Number: ave Lot Number: Zoning District: Contractor: End Cs&t r? S State License Number: (T," COS 71 Contractor's Address: k;S�1 C y-D hi'C I Telephone: 90 Ll - 73 1—SS$6 Z33-3 C09(og Fax: 904 - 1-3 s— So Describe proposed use and work to be done: ( ,l,C-rom cSl.t..hY1)1) q::) Present use of land or building(s): Valuation of proposed construction: Jt IG,-7a3 What are the dimensions of the added space: feet x 115 feet Will the added area be heated and cooled? New electrical or increase in service? yes Add plumbing fixtures? N© Add fireplace? 140 Add heating/air conditioning? IV D Is approval of Homeowner's Association or other private entity required? N ® If yes,please submit with this application. Willthe project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 2 NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone:(904)247-5826 " In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL IN RYIATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNE DATE• I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. t SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFOON OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE P NAME MAILING ADDRESS PHONE FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATUREe4. � A' Wa rv�etzge,c, Vproduced ersonally knownf "7 Commleslon#CC 930523 identification y 9a bD '4, Expires April 23,2004 Type of identification produced i I�� ' I go�o '•,�`,t pF'F�O?� Bonded Tim, Atlantic Bonding Co.,Inc, AS TO CONTRACTOR: 3e*'"V 6ciige Personally known Produced identification "' Tonya A. Claar Type of identification produced P!/'4i is ,'Commission#CC 930523 �. o: Expires April 23,2004 ''r •• 'Q;� Bonded Thru y„ee� Atlantic Bonding Co.,Inc. 6/18/02 Residential !_united Applications PresZ-riptive Method C NCI;, $mall Additions,Renovations S 80ding Systems ' Canabanca.irh 11,1tood C or C`aater i of Ce Fcrida Eegy Et=wcf Code may be ddnarstr2w by fie use of Fam a"CCQ 1 to aduroacs of em square lea of%=.site-nswed eroueer>ts I rra.�:aG,; _ml--aocm a vrak and rrnni=iv resileves.Aaamative methods are oovided for adddom br use of Farm M-0I or 5MA•01, PROJECT NAME: 9UILOER: AND ADDRESS: PERMITTING CLI ATE ---- - r t OFFICE: ZONE: 1 ! vwNER: e -4-�aek e- REAlA17NO.t I I ( I I JURISD1CnoNNa_ f `_ ; j I a4ALL ACClt1CNS TG EiS1NG RES[CENC`3 ISM Sgtam led or lets ofares Pira xipive regtireeeetea n fades uC•1,oCd and 6CJ appdj atiy b the mmoonena d Ise ad6tion,rot;a se ,x�•_ Soaca heata+g.cooing.and water hea*equ mrr1 erfioenq leveh resat be ter!anirrhen epiQmerk is istaded speed yy to erve he addeon a a benq iutalea n oaniuxdan vitt ase adotion cxt.meati :a axr separatingurconditia+WdsaaeesEromoxnidaned paaamustmerefeeprea-t- miimmiesaationleve(.RENOVArCNS(Resider"tidings vtaagongremnoaraosslir+gmore If`=30':dha svaix:::z bult5no}.heseroove reairements n i acles cC•t and roe-2 apply only to ase components and etttiprnere berg rmorated o 2piacsd tiLtNUFAC <tAEmJ NCrIFS AN0 BIJICUJGS(2+ry site itistasle4 c ncnn-s ard'ea::% we covered 1:y ms bam.3110.01ING SYS-i&tS Candy when corn ere new 170an isissoledl Please Print 1. Renovation, Addition, New System or Manufactured Home 1. 2. gle family detached or Multifamily attached 2. f 3. If r Itifamily-No. of units covered by this submission 3. I - 4. Condi *oned floor area (sq. ft.) 4, I S. Predomi nt eave overhang (ft.) S- i i 6. Glass area d type: Single Pane Double Pane { a. Clear glass 6a. sq. ft. - , sq. 1 b. Tint, film or sol screen 65. sq. ft. _sq• -• 7. Percentage of glass t floor area 7. % B. Floor type and insulatio a. Slab-on-grade (R value) Sa. R= lin- t. b. Wood. raised (R-value) ab. c. Wood. com„port (R-value) 8c. R= sq. d. Concrate, raised (n^-value) Sc. R= sq. 1 e. Concrete, common (R-value) Se. R= sq. «. y 9. Wall type and insulation: l a. :xte^o, t. tylascnr; (Insuiation R-value) 9a-I R= s`. SC. "=R _ f t 2. Wood game (!;;solation R-value) 9a-� ' t t b. Adiacent: 4 1. Nlascnry (Insulation R-value) 9b-I R= sq• 2. Wood frame (Insulation R-value) 9b-2 R= sc. .t. c. Marriage Walls of Multiple Units' (YesJNo) c --- -- 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 10a• R= sc. 4 b. Single assembly (Insulation R-value) 10b. = s� 11. Cooling system' (Types:central, room unit.package terminal A.C.,gas,existing,none) 11. Type: I SEER/EE -- 12. Heating system': (Types:heat pump,elec.strip,natural gas,LP.gas. 12. Type: gas h.p.,room or PTAC,existing,none) HSPF/COPIAFUE: b 13. Air Distribution System': (1 a. Sacikflow damper or single package systems' (Yes/Na) 13a. b. Ducts an marriage walls adequately sealed' (Yes/No) 14. Hot water system: 14. Type: (Types:elec.,natural gas,other,existing,none) EF: :Y Psnains to manufactured homes with site installed companerNs. and saecaiatians covered by tiS et]cutatian.n6attes' -�-'e I hereby candy that the plans and soeciii=tions covered by the cafeulalion are in Review01 Pians ac red�ed•,.Is ixidr oom lance the Flonda Ene Code. ",m n@"!arida ErieV�• Belo* ~� Gl ^?Y nsoeced for cam>pliance it a=fdaice with scGs�s Z.SAB. PREPARE']9'r' OAM- I heresy ceryiy mat ms buiicmq is n ccmaliance with the t iorida Energy Code. au>r�r+e ar�saAt_ �J �C OWNER AGElit: p.A7E; t. 'LORIOA SUILOWC CODE -EUILCtNG (Revised November.2001) I LS F A5( NO. :904 396 2633 Aug. 15 2002 08:16AM P3 MAP.- SHOWING B0-)N °ARY SUFiv.p.-Y Off' LOT 1 , BLOCK 227, AS SHOWN ON MAP Ori SECTION "H t' ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAnF~ 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. .r'OR: BSTCON, iN_O� BEARING REFERLIVC:t,: NiJI-22'00•'W FOR 'THE EASTIERL'i R/W LINE FOR MAIN £TRCCT, CER11F!ED TO: REAL ESTATE GROUP OF THE SOUTHEAST SUNTRUST BANK I COMMONWEALTH LAND TITLE INSURANCE COMPAN of Atfordle Beach GIBRALTAR TITLE SERVICES and:Zw*q D3apaft". This approwi verMiss a anm with appl aMe toning, subdWetoaand athor lova lend development rpuWi04,�b 1os not confit* approval for the Ismonce of pormils. Compliance wOF Sta an F spplicaWe wal, ' fe4m cements wet be�ieirilf:�1�y'aig>tra offt of Arc Buddies t oiN pA&to IQ of a 8 L O C K L 0 T 1 O r So 7 00"l 22 oa E o. I B L O C K 2 2 7 N o q L 0 T ct 1 (4 (1n ? 24.7' .29_°RL 0 N 4 ) IRNK LEG-NQ;H vVii V TT us: is R OAK IN 1 1 (a°") z TRE(24") SWEET GUI MAONOUA �+ Ll.a PERSIMMON t '�" W �1•a" 4 PROP65E0 bWELL.ING © t" f SAY o 0LO (0 9 X10.4' ;0 00C9"� pe VgkCN ( 00 00 V U. Z 25.0L..w) lea'. _.»... J 2o.arm Y e (� e -c%t—Cti+--GN tiVY wIf1E � cEDOE OP PAVEMENT CONCRETE BASIN CAIN MAIN STREET ;(50' RIGHT OF WAY) 1. 11VASED 10-•12-2001 TO SHOW 3" THROUGH 5" HARDWOOD TRCLS NOTE: FOUND ALL IRONS LOCATED ALL s" OR LARGER HARDWOOD TREES: 4-4-2001 NOTE: FOUND ALL IRONS {� � �Y f� �F� tHAT TFnS SURVEY PERFORMED UNDER MY RESPONSWLE WRECn01: MEETS 11-1E 1,UENDr lrtan hA 1 Ila n.L STANDARDS FOR LAND SU11VE•YCRS IN I ACCCRDANCE WI1H CHAPTER 6t t7--6, FLORIDA r FYIUNO CONCRER w6mmull ADNurelSeltAelVF CURE (PURSUANT 10 SECTION 472.027, FIIORIDA STATUIES), AND FURIHk1t U0flWY THAI . 1/2• FOUND MOIJ T11ERF. AR( NO VISIF3LE EIeCROACHlIENTS UPON SUBJECT PROPERTY EXCEPT AS SHONW1. � I(2' SET Z4 - L9 1704 R.L.B ILDINo I1U011014 LIVE a CENTRAL AIJCYE IZIEL 1119 LOT 5URVEYEO IIEREON APPEAaS TO UE v,1TTil*J FLOOD CLARSON AND ASSOCIATES, INC. "L "ARCR3491-H Y7lJCR ^",X' �4 A3 SOO&Vn FAW 114E FLOOD ,.MuRANCF�.RnTS 1"43 NAtO 7 AW, JACRSOr1vILLF, rL., 32207 Ell 01JnPs. co►,+Ia�jH�tY vne1FL CiQ,..12QU75 - OOU�. [)AtEO 4-17-89. P.C. PotNT Cr C1'RVAIVRE P.T. POINT OF TAIIGENCY pp 1 C.CUNT OF REVERSE CUTIN[ P.C.C.PO1NT OF COMPDVND CURVE �UIZVE�ED MARCH 27 2001, RM Rlanor-RAY >CALEs 1" — 2Q JE.C�fAV. �rj� I� irvmtclu� _ Rrr.ISTr"Cn nUrtvrrort r+n. 4487, rLUM10A IELD BOOKR@C@ I V2d T i�e'11U8 1- 1 5 9 32AM JOSE A. HILL JR. Rlx elt IX)F11E1f; PIPE (0,5/17/2004 12:21 904 731 5750 4 904 247 5845 NO.492 P02 . tpf9ANl9111kh1wvtNrG t►'1.oeV�h a PHM It� Ilotice of Coutmencenwit 11AMY{IM eh.fF1��M1 ' 42 m To wkom 11 mev senanu 4 Tbo undo►elaned Mraiey Worm you that 111Provemenle will IN meds to certain feel povVerly, and In 'i ease►dmee with *!sten 111.fa e1 Ike a'leeldo statutes, the btlewlna Iwfnwvstten N eteted a this NOTIQs 04 or C011m"Caftsm. Desoriptlon W or"IF c�.�L_�f_. QoMeet doeeelptloR of 11 111 1opwa eta . ..«.•»••.•»•..�...»-_... Owns ... Gr�.:�1:..LQ.C1.ea � .................-_ _. ....~'_ --••---».«.».._...-..._«..«« Addfeq�s39af�c.� .., 1 ,. .. _. .______- Ownses Intone)M sms of Ike Improvematt fee allots TNN below 4111 sown then ownsrb Nano�..._.r......__,..«.__•__.,........�-------- ---..•._....-_......»..»._........«.».-.,..__...««.. ') /►dare** ..... ... S.-�---lYContractor _C_. --------------- _.... ......_»�«.�.»�5_._1.__ Addr * » slroq .. Wand Add""__._».-__...» _....»...-.... .» Alneapt of lend f-�.........-.- Nene and W*m of any}clow"Line a leen fol tow eeeunethw of the Inlperenowa. Name ,._...»...-.......».».-.... ---.. . .................................... ... .........- ..................._.. of iddis etre Sate of Fria", tls+n hlnwr.dnd pmlol by wwaa apse whom tMtlea of abs►dommewu mw be Address In addHbw b kl"Wit, earner dsalanal til• fouowlns Person to receive a roof of Ike Wont"_ Notleo an prlvtded to seed*(*111.119 lel 111, noIdle statem. (Fitt In at Owner's option). Neale »»... »...��_........-_-_•-- -------------- -»«»...... .....».... Addreee --------- --.. ----- «.. w.«.._..»..._....».�.».....»........ �nN esAee e�ow/lsee►eeon•o Yes gofty Filed i Recorded swere to and eubscrRbad Won me this.............. fa/i�/lee4 11436:4!AM JIM RLLER mix CJRC6IT COtliT .I _p/ale-ot iImm M 1 5.111 TRW Fath 1 1.61 ( - ---_-_---• it ",,• 9bnya A. 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Sy=0.41010 n. o A =706 I 'I f A=4.429 in' o , o WT=5.075p.l.f A=a7.1 o *2.00• 0 6M-Ta U=33.276 in! 0.072 + + o WT=7.180 plt. m Ix=48.889 m. + + $ be=101.446 in' 0.072 + + $ SX=8.314 m' ca Sx=9.754 In? 0.092 Sx=16.901 mr 1w x 2w x 0.044«OPEN BACK SECTION WITH m 6063-TB 6063-T6 2"x 2"x 0.044"PATIO SECTION STITCH W/(1)#8 S.M.S.0 24*D.C. 6083-� SCALE r=1'-0" TOP AND BOTTOM OF EACH BEAM STITCH W/(1)#8 S.M.S. 24'D.C. STITCH W/(1)#8 S.M.S.0 24.O.C. TOP AND BOTTOM OF EACH BEAM TOP AND BOTTOM OF EACH BEAM 200' A=0.847 m' + $ (1)#8x2-1/2'S.M.S.08• WT=0.971 pJ.f. r FROM ENDS,TOP OR BOTTOM UPRIGHT: -" AND 0 16.O.C.OR PILOT O'o", + g Ix=1295 m' Sx=0.654 m' + csi HOLE W1 CAP AND(1)#8x 1/r -i BEAM: 2"x 8"x 0.072"x 0.224"SELF MATING BEAMS (2)2"x 8"x 0.072"x 0.224"SELF MATING BEAMS S.M.S.INTERNAL 6•FROM ENDS,TOP OR BOTTOM ly-0.540 In' Sy-0.545 In' SCALE 2"=I-V W/2"x 4"x 0.038" AND 018"O.C. 6063-TB4 a.00" SCALE r=r-a• o ,� " 2"x 2"x 0.044"PATIO SECTION WITH 4.00• (2)2"x 10"x 0.092"x 0.369"SELF MATING BEAMS 2"x 2"x 0.044"PATIO SECTION �* w w co Q W SCALE: r=r-0" A=3.980 m 3 W/2"x 4 x 0.038 g O WT=4.560 p.Lf. a SCALE.2=1=0' Z � C7UZ 200' gi A=0.592 W Sx=9.770 in' o A=4.702 mr _ W WT=0.678 pJ.f. 0.072' -} + $ Wi=5388 pJ.f. } W Z Q 6063-TS Ix-62947 in.` Z_ 0 ❑ - - < 0.044• UPRIGHT: STITCH W/(1)#8 S.M.S.0 24"O.C. 0.072• + + $ Sx=11.425 m! � 0 0) -j W W Ix=0.457 In' Sx=0.355 m' c, Lu - ❑ 0.044• + o TOP AND BOTTOM OF EACH BEAM 6063-T6 m C Do -1, ly=0.369 In' Sy=0.369 in' STITCH W/(1)#8 S.M.S.C 24•D.C. J g Q N Z 6063-TS TOP AND BOTTOM OF EACH BEAM U ❑ = 0 000: 0Ww 1"x 2"x 0.044"SNAP CAP SECTION WITH fn U. fn 2"x 2"x 0.044"PATIO SECTION (2)2"x 9"x 0.072"x 0.224"SELF MATING BEAMS W � SCALE r=1'-0" SCALE r=1'-0• -* UJ Z N (2)2"x 9"x 0.072"x 0.224"SELF MATING BEAMS (� (2)#5 x 2-1/r S.M.S.Q 6' 1`-3.00'-T - W/2"x 4"x 0.038"FROM ENDS,TOP OR BOTTOM AND I COX" Q 016'O.C.OR PILOT HOLE W/CAP SCALE 2=1'-0• AND(1)#'8 x 1/Y WAS.INTERNAL 6• m. 0.093' A=1.367 ' FROM ENDS.TOP OR BOTTOM WT=1.566 p.Lf. 4.00" AND 016'O.C. o + $ be=2655 m` Sx=1,328 m' o LOAD APPLIED NORMAL TO THE LL 4'DIRECTION 6083- A=4.710 m= ~ N - w w w O.OBr + + o WT=5.397 p.l.f c a Z J 1 x 3 x 0.044 OPEN BACK SECTION WITH ci be=52.9x3 m•' A=5.167 in.' fZ 3"x 3"x 0.093"PATIO SECTION CORNER POST Sx=11.770 m.' WT=5.920 plf. C z o SCALE r=1'o" 6063-76 0.082• + + o Ix=69.782 In.' c a Q ^ Sx=12.669 in. m STITCH W/(1)#8 S.M.S.0 24"O.C. m ° (3 ti (2)#8 x 2-t2'S MS. e' --(1.00•o TOP AND BOTTOM OF EACH BEAM 6063-TO -+ m FROM ENDS,TOP OR BOTTOM AND I I o STITCH W/(1)#8 S.M.S.0 24'O.C. LLI O p TOP AND BOTTOM OF EACH BEAM 16'O.C.OR PILOT HOLE W/CAP A=1.367 m.' _ AND(FROM t/7 S.M.S.INTERNAL END3.TOP OR eorroMr WT=1.566 p.i.f. V W m w AND 016'D.C. + be=t.e92 In.• (2)2"x 9"x 0.082"x 0.306"SELF MATING BEAMS - C i X Sx=1.281)n-' SCALE: r=1'-0• + $ � z m N 3 LOAD APPLIED NORMAL 6063-TB J THE cu 4. f.000'1-4.000' to .J U 1"x 3"x 0.044"OPEN BACK SECTION WITH I o 3"x 3"x 0.093"PATIO SECTION WALL POST (2)2"x 9"x 0.082"x 0.306"SELF MATING BEAMS SCALE 2"-V-0" A=6.063 In. W/2" w w o WT=6.847 p.l.f. x 4 x 0.038 (2)#e x 21/2•S.M.S.0 6' -(1.00•$ ix=85.165 In.4 SCALE r=1'0" FROM ENDS,TOP OR BOTTOM AND I I o Sx=17.007 m' 016.O.C.OR PILOT HOLE W/CAP A=1.654 In.' + + 6063-TS AND(1)#6 x 11r S.M.S.INTERNAL r WT=1.895 plf. 0.092 FROM ENDS TOP OR BOTTOM AND 0 18.O.C. $ bt=2260 In.4 STITCH W/(1)#8 S.M.S.C 24"O.C. + � � - Sx=1.507 in' TOP AND BOTTOM OF EACH BEAM W H t1 t2 A Ix 1 Sx S Rx R EET LOAD APPLIED NORMAL To THE I 6063-TB SeCtionAlloy In. in. in. in. in. Ina in.4 in.3 in.3 in. In. A 1 C �oo DIRECTION -4.00• 6063 T-5 4 H1 6 0.06 0.08 1.18 3.81 4.05 0.98 3.40 L 1.8 1.85 1 c! Gutter H24 1'89 B 1.44 R 11 (2)1"x 3"x 0.044"OPEN BACK SECTION WITH Edge 6063 T-5 5 H1 5 10.06510.0851 1.59 V4 3"x 3"x 0.093"PATIO SECTION WALL POST (2)2"x 10"x 0.092"x 0.369"SELF MATING BEAMS H24 1.49 1.74 R SCALE 2"m I'-T SCALE r=1'-0" f OF 11 z10 2i 4L'L 8 64'L 4ZH 4L'Z BS'L l OS'L ECO E4'4 947 96'0 490'0 990'0 S LH 9 9'1£909 GBP3 tl 4 6L 9 89'L 4 ZH 983 WL 04'E JW 96.0 90'4 I WE I SVL 90'0 90'0 19 M 4 9-16909 'ul ul C'ul •ul •ul *w ul ul ul ul ul AoIM ucgoBg 13� xa S I XS I M 1 .0•4=.Z 3�tpJs NOISnblX3 dVNS,.Z90'0 x..L x.Z 91-cm s W 0067=XS V r 1Td 84�O=1 M +..LM 0 n S m 2 O (D m w m t7 y (D �.007� Z C I�-I .0-•L=.Z -ZgvoS Az RI NOISn2IlX3 dVNS.790'0 x..9 x„Z v0 A � �_.�+ 91-E909 C .� s ul Z4E7=XS N -rl ;ul LZO'L=XI $ + .790'0 m !'fd9LS'L=1M iu!£ZE'L=tl r. 0 .0'4=.Z-:rms N Z X 00 C M NOISnlflX3 dVNS,.GVO'O x.V x J co K cn Z 0X0 ;G0 --1 0.;a C 0 ,"a 91-Comm E) vc) c � N a -I r i�t9Leo=Xs 46 O W C m � jlauLlSi9®0=M mrnr- cn0 <0 � � Z �-.007-� D —IZrn � � - = cn0G) cn �r Z 0 5 G) � )M Z fn .0-.L=.Z -aTvDS C Lx NolsnblX3 dVNS..SV0'0 x..E x..Z a r 91-E909 SM 944'0=XS w ;ul ZLS'O=XI $ + .41.0'0 TI'd LL9.0=1M i ul L69'0-V .O-.L=.Z 31V9S NOISnHIX3 dVNS»9V0'0 x„Z x st-Esos IM ZEE'o=XS N ;ul ZEE'O=XI o + ."O-o 1l'd Z99'0=1M i ul 694'0=V r ALUMINUM SCREEN ENCLOSURE 98 INSTALLATION MEMBER BY OTHERS SCREW ANCHOR -r-- BUCK WIDTH �!�- 1/4' MAX. SHIM SPACE CAULK BETWEEN SHIM AS REQ'D. WINDOW FLANGE a (SEE NOTES) SCREEN ENCLOSURE GLAZING (TYP.) 1/4' MAX. A ALUMINUM SCREEN SHIM SPACE 1 ENCLOSRE MEMBERBYOTHERS WINDOW FRAME HEAD INSTALLATION f SCREE.! ANCHOR B B SHIM AS REQ'D. (SEE NOTES) A WINDOW FRAME : JAMB CAULK BETWEEN EXTERIOR ELEVATION WINDOW FLANGE $ • IBX, DR XO -+-- WINDOW WIDTH SCREEN ENCLOSURE WINDOWHEIGHT _, —GLAZING (TYPJ SECTION B-'� BUCK HEIGHT NOT f 1) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 2) ALL rACTORY APPLIED HOLES IN HEAD & JAMBS SHOULD BE FILLED ',dITH 48 SCREVS. PLACE 98 SCREW ANCHORS S' FROM CORNERS MAX. 3 24' O.C. MAX. i8 SCREWS IN SILL SHOULD BE PLACED 2 12' C.C. 3) CAUL" BEHIND WINDOW FLANGE c HEAD 3 JAMBS WITH LATEX A CAULK &\Q- SILL WITH VULKEM 116 ADHESIVE CAULK CR SCHNEE-MOREHEAD SM8500 ADHESIVE CAULK.. APPLICATION OF CAULKS 3 SEALANTS MUST COMPLY WITH SEALANT MANUFACTURERS P.ECOME,\DATIONS. 4) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLAS; IS ALSO QUALIFIED. 5)SHIM AS RED1. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOVA3LE SHIM STACK TO 3E 1/4•. USE SHIMS WHERE SPACE IS GREATER HAN 1/161. 6)INSTALLATION AS STATED HEREIN COMPLIES WITH THE FLORIDA WINDOW FRAME T r BUILDING CODE. SILL f' B B 48 INSTALLATION ` DESIGiN PPESSUPLE SCREW ANCHOR I CAPACITY- 40.0 PSF i A 1_�I 1/4' MAX. J EXTERIOR ELEVATION CAULK BETWEEN wrNDOW FLANGE & SHIM SPACE ,Y O X SCREEN ENCLOSURE W/VULKEM 116 l ADHESIVE CAULK OR SCHNEE-MOREHEAD CUSTOM WINDOW S Y S T_E M S, INC . VM95C0 ADHESIVE CAULK SHIM AS RE--I. OCALA, FLORIDA (SEE NOTES) ALUMINUM SCREEN ENCLOSURE _ TITLE, SERIES 7000 HR INSTALLATIONt DETAIL MEMBER BY arI;ERS SEC I ION A-A IN ALUMINIUM PGRCH GIENCLOSURE 0-0, ENNE=R MANUEL MARTINEZ ORM 'T" 2/27/02 CISCIPLINE CIVILSERE' 7�G NCC�dS01I,_3 d �"L F�.. REG. NG: 47182I.-REV. LETTER! LSF-E-:'T, I Cr 1 Ns HAX ''-O,H_-S SHIM AS RE0'D. S_iH g 1 (Sr-:-' NOTES) ' J CAU' K -- V-L_N /i"'JGV rL.NGE L I :8 INSTALLATION' SC=—.N _NCL^_SURE SC?EW ANCHO+= SHIM AS RECD. (SE' NOTES) I/4' MAX. I II SHIM SPACE GLAZING (T YP-) T-ERS III ALUMINUM SCREEN ENCL77CSUR- it' MEMBER 37 O i ,LI ►� �� Xi-iT R WINDOW WINDOW WIDTH FRAME HEAD T FA WINDOW FRAME CAULK BETWEEN JAMB WINDOW FLANGE & SCREEN ENCLOSURE i ^ �j _ �-- VINDOV WIDTH --.T SECTION 3-3 B B BUCK HEIGHT VINDOV HEIGHT -vi,:JOV _1 HEIGHT! )n-VINDOV FRAME MATERIAL ALUMINJM ALLOY 6063. 2) ALL FACTORY AP?LIED HOLES IN HEAD. SILL & JAMBS SHOULD Exic�IOR BE FILLED WITH #8 SCREWS. :8 INSTALLATION SCREVS SHOULD BE PLACED 6' FROM CORNERS MAX. L 18' O.C. MAX. 3) CAULK 3EHIND VINDOW FLANGE Q HEAD e JAMBS WITH LATEX GLAZING (TYP.) CAULK & 2 SILL WITH VULKEM 116•ADHESIVE CAULK. APPLICATION OF CAULKS & SEALANTS MUST COMPLY WITH SEALANT A J MANUFACTURERS RECOMENDATIONS. ') GLASS THICKNESS MAY VARY PER THE Rt— EM ENTS OF ASTM E1"300 GLASS CHARTS. INSULATING GLASS IS SHOVN. SINGLE GLAZING EXTERIOR ELEV: ;I TON I$ ALSO OUALINED. 5) SHIM AS .,_0'D. AT EACH INSTAL�ATICN ANCHOR WITH LOAD WINDOW FRAME :HARING SHIM. MAX. ALLOWABLE SHIM STACK TG 3E 1/4'. USE. SHIMS SILL ',!HERE SPACE IS GREATER THAN 1/;6'. 6) INSTALLATION AS STATED HEREIN COI.°LIES WITH THE FLORIDA BUILDING CODE. T DESIGN PRESSURE _ -35.0 PSE (ANNEALED GLASS) �— 1/4 MAX. = +%0.0 PSF ( T `A-PERE'D `I ASS) SHIM SPACE ac INSTALLATION SCREV ANCHOR I II CUSTOM WINDOW SYSTEMS, INC . CA's K BETWEEN WINDOW FLANG_ & L .��, SCRE_N ENOL OSUR- W% VULKEM 116 SHIM AS RECD. OCALA, FLORIC IN "DH_ASIVE CAULK OR SC!-ejEE-MGREHEAD (SEE NOTES) SxSEM ADHEASiVE CAULK TITLE c=„ILS 40Ci0 Pkv' Iles I ALLA I IuN ;J= I i ALUXINUM SCREEN ENCLOSURE MEMS_' OTHE?S IN ALUMINUM PORCHl ENCLOSURE ANU-- MAR i N_Z SECTION-p_ .� ot�a�_:N: civIL N.T.s. N� I -, C'M 0 3 a �l. R�(•i N� �/ I e- .xrato 3t. CORP. r 3tv2- SUI[ zsaC7 80-:2rl, 47 acs-oao