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Permits 53 Oceanside DR (vault) JOB ADDRESS r PROPERTY OWNER f PERMIT NUMBER DATE INSPECTIONS: FOOTING - TIE BEAM LINTEL NAILINGISHEATHING 7//!5V FRAMINGICOVER UP a INSULATION FINAL BUILDING All/T/Z CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# i-7 Z_ 7—P INSPECTIONS ROUGH -D I FINAL 2 �' MECHANICAL PERMIT# 1S � INSPECTIONS ROUGH FINAL ' PL UMBING PERMIT# q:3 INSPECTIONS ROUGH/UNDER SLAB 3 TOPOUT -a 0 WATERISEWER 1 - FINAL NOTES: Ss CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 1 RIT Application Number . . . . . 05-00029525 Date 2/07/05 Property Address . . . . . . 53 OCEANSIDE DR Tenant nbr, name . . . . . . NEW POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 43000 Owner Contractor ------------------------ ------------------------ SHIELDS, JANET & DAVID SURFSIDE POOLS 53 OCEANSIDE DR 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2666 ---------------------------------------------- ----- ------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc 150AMP, 1PH, 3W, 240V Sub Contractor DAVID PRUETTES ELECTRICAL SVC. Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING-GES.' BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT s. Doerr .� 800 Seminole Road s Atlantic Beach,Florida 32233 v (904)247-5800 ;31r. (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 05- ZJ SZS Property Address: �J �C ►JS 1� Applicant: _ :f�u -iF S(S)1E t_S Project: ��o T=Approved lication has been: Reviewed and the following items need attention: Please re-sub our application when these items have been completed. Reviewed By: Date: /�� U� �s CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: 49 ©� Property Address: 53 Q:e (181 Owner:5k` S V Telephone#: S9 -(Q33 Contractor: U t C� A S, —Telephone#r7D a_7,::)__7 Contractor Address: �J�—� liGQ C &w--t/w-- Faa#: 1 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 ordinance and standards of good praoise listed therein. Building: 0,qWlngType _ ❑ _ Trailer Service:_ -.If other construction is ❑ Joie w Residence ❑ Temp. ❑ New beets done on this building Old ❑ Commercial ❑ Signs ❑ Increase Or site,List the building Permit O Re-wire ❑ Addition Sq.Ft it - Fn Conductor Size: AMPS: COPPER AL Switch or RACE Breaker AMPS PH W VOLT WAY Existing ServiceRACE Size AMPS t 5-b PH W VOLT,�q- q(j WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 30 AMPS 31 1nn AMPS Switches Incandescent p� Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL A2pliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT -Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UbU)ERWV —OVEP6MV Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous �-�J C `" 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800. Fax: (904)247-5845 a http://www.cL2tlantic-beach.ILUS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 1 Application Number . . . . . 05-00029525 Date 1/26/05 Property Address . . . . . . 53 OCEANSIDE DR Tenant nbr, name . . . . . . NEW POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 43000 Owner Contractor ------------------------ ------------------------ SHIELDS, JANET & DAVID SURFSIDE POOLS 53 OCEANSIDE DR 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2666 -------------------------------------------------------------------------- -- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 245 . 00 Plan Check Fee 122 . 50 Issue Date . . . . Valuation . . . . 43000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 245 . 00 245 . 00 . 00 . 00 Plan Check Total 122 . 50 122 . 50 . 00 . 00 Grand Total 367 . 50 367 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES BUILDING OFFICIAL r_.____R E-E rte/ I V C�-9 CITY OF ATLANTIC BEACH r 11 POOL PERMIT APPLICATION JAN 2005 J Y � Date: . - Job Address: 53 Owner: 7-- � Phone: C91501— Contractor:-,,Z,:> 91501—Contractor:-,,Zc> N C �c�?`T'_ ��P,Ps��$iye° ��cr� Phone: Address: Fax: City State: �C Zip Code: Q�p Valuation of Proposed Construction: Gallons: U Oy S *Impervious Surface Calculation: • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. C� �&� �-- Is approval of Homeowner's Association or other private entity req�iired? Ja If yes, please submit with this application. 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 ofAtlantic Beach ordinance and standards of good practice listed therein. 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. 1, Recent Survey 2. Two(2)complete sets of plans.,One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. C tv� Scheduled Inspections: S� Requests for inspections are taken.from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify -.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel _ 2. Pool Electric -3. Final BUELDING'CARD MUST BE POSTED OR NO INSPECTIONS WELL BE MADE. A fee of$35.00 is charged for all re-inspections. ...800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us Revised 3/04 CITY OF ATLANTIC BEACH Cc. BUILDING / ZONING DEPARTMENT �LHig i J 800 Seminole Road oerr } Atlantic Beach,Florida 32233 (904)247-5800 j3 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # b S - Property Address: S �CE,JS k'D E I Applicant: u R FS( D m oo Project: �oo L-- This _This permit application has been: Approved El Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: C(7-1(05 CITY OF ATLANTIC BEACH S, POOL PERMIT APPLICATION Date: Job Address: Owner: Phone: Contractor:,Jo 1, Phone: Address: 31.3 �5 e.�� jet v� Fax: City State: ,� Zip Code: 3Q2�p Valuation of Proposed Construction: Gallons: n cs *Impervious Surface Calculation: • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity re fired? /�Lo If yes, please submit with this application. In consideration of permit given for doing thework 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 ordinance and standards of good practice listed therein. 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. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. 4.'� Nd 7 Rees) Scheduled Inspections: Requests for inspections are taken .from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. .800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Revised 3/04 Doc # 2005013594, OR BK 12232 Page 1547, 1 of 1 Filed & Recorded 01/11/2005 at 01:55 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT, (PREPARE W DKJPUCATG) Permit No. Tax Folio No. State of z County of to V t To whom it may concern: The undersigned hereby Informs you that Improvements will be made to certain real property,and In accordance with Section 713 of the Florida Statutes,the following Information Is stated In this NOTICE OF COMMENCEMENT. // Legal description of property being Improved: 11,97" /div Si de_ Address of property being improved: (f> -,.) .51, T General description of improvements: S �� !-•—�= ,�poc 2 M STAt/a>,ov Owner Z Address S:? S 0<-- Owner's Interest in site of the Improvement �d" 5 roc r!✓lam Fee Simple Titleholder(If other than owner) Name Address Contractor � - OU Address � Phone No. _ Fax No. �f t7 r'!Surety(if any) pY Address Amount of bond$ Phone No, Fax No. �Q Name and address of any person making a loan for the construction of the Improvements. Name Address Phone No. Fax No. 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 Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienol's Notice as provided in Section T13.06(2)(b),Florida Statutes,(Fill In at Owners option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration dale Is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY �4U1•D S}��el t75 Signed: Date:!! Before msAl. ay of in the Cou f Duval,State of Florida, • �Q ••aIAISSI �cto.2 Notary u tic at Large.State ofC Du• My commission expires: 61, _:•' Personally Known Produced Identification JON-23-2009(TUE) 11: 16 Surfside Pools (FRX)9042498801 P. 001/004 CITY OF ATLANTIC BEACH 800 SEM MOLE ROAD j ATLANTIC BEAM PL 32233 INSPECTION PRONE LINE M=6 rtill Application Number . . . . . 05-00029525 Date 2/07/05 Property Address . . . . . . 53 OCEANSIDE DR Tenant nbr, name . . . NEW POOL Application descriptio .n POOL Property Zoning . . TO BE UPDATED Application valuation . . . . 43000 Owner Contractor ------------------------ SHIELDS, JANET & DAVID SURFSIDE POOLS 53 OCEANSIDE DR 313 BEACH BLVD, ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2666 ---------------------------------------------------------------------------- Permit . . . . . , ELECTRICAL PERMIT Additional c3esc _ 150AMP, 1PH, 3W,240V Sura Contractor DAVID PRUETTES ELECTRICAL SVC. Permit Fee . . , . 75.00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit TFee Total 75.0% 75 .'00 - . 0;; '-----' .Ov Plan Check Total .00 . 00 . 00 .00 Grand Total 75, Ou 75. 00 . 00 . 00 YERMff IS APPROnD ONLY 114 ACCORDANCE Wrrff ALL MY OF A PLAKnC REACH ORDINANCES AND THE FLORIDA BUILDING DM "Q�� ( , 1"'k BUTT DTNG OFFYC L lin 1`40111 11M, I r6 em I V 1 1 1, 11 l "hall I Ip 1431413 X 6, 1 V".: I 4AF!0 L 1 Ei I J LUM,'C Illt",I1R NIV`VI'll;A -Cl 104 A., �X)1.1 f pm I THEVI.F-1, JETS 00,00C, iii-1 I GAS V I'',t TER, AGHT HP BL W GR IVOLVT, 'Na.sit:I. dWI-0111 T i Dil E 11' II f:l 771�7111 1- VL R IMB:A ri III II IN Slk:0 I'd RT J i OOL 1 k 11 10M 1 1A W- THIT ;i YJr., VEw POOL Ep A 1 11 j IJ M!1 1)N 1. SPA�V WIT I'v B01BA 'R ''IN �]Ilf EC0 I FIX)!J! Rtl.Y�l 111 1!1�� "1111! BY F!I L 14 Flo 1 W?At q E, I. UNGER A 1106 i Permit No. Tax Fogg No. -j= L'OLURY Vj i The undersigned hereby Informs you that improvements w Joe Maas to ssnalin rew property,and in !ICT ICE Cr- I Seim TV%M-11-tj Legal description of amoartv beino Imarovad.- -it ACUMSS e— rk vio P h n' tj.� 7f)U, fsursOf an cS rx Addrws Ount of cord 5 Phone No. Pax No. Wun_ IName of person within the State of Florida,other than himself,designaied by owner upon whom notices or other j.doo.manja may L-t;brgvud; i in Annuanto MIMSelf.OYMer CSOVngnalez thu Mlowi—peman 10 receive a copy c!L" Uenor's Novc-e a�%p"!Oeci in 1SOCOon 713,08 f2l(b).FloMa gtameAt: tFill in gj C)wnees cm ionj. i Fax No. so JUN-23-2009(TUE) 11: 16 Surfside Pools (FAX)9042498801 P.002/004 MAP SHOWING BOUNDARY SURVEY OF LOT 3. OCEAN SIDE, AS RECORDED IN PLAT BOOK 44, PAGES 34 AND 34A. OF.THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. CERVIED TO: JANET C.SHIELDS FAVID R.SI-RELDS OCLANSIDS BANK SIZWART TITLL•GUARANTY COND'ANY 'BLTJFFS' — PLAT BOOK 36 PAGES 72. 72A AND 728 N 89'43'35" E 50.00" (PLAT) N 89'38'19" E raA+o 1/7-IRON Flrt 50.11' (MEASURED) 9Tw E01 ou OE�i1 10 r CAv x rA0 w .11.11 ti,a a F� CONCRETE SLAB FOR 1= PROPOSED 3 STORY S Rp RESIDENCE taJ 7 O a FINISH FLOOR 2 LDT 4 LOT � �r2'ABOve CROWN OF ROAD g; G ' FRIL:MEG FLOOR ELEVATION O7 13.11 FEET NGV .." u7 41 W T 5 9, 11. W 0 Lj ap Z z 0. 7.spuA Ow 'rw.auir� � Q 7f]�f flRf 41r0RANT � LLl � 05yt5 J s ORAMACC ANO V1UTY EAVINDIT a a { I (PRIVAM nw) t 2Y OX-01" ECAES.•,D"NAGE'� y Xan u%j"£A545 m 1= '0"17 A N Sir+C �1 �\!C ao as(u�Asuaal 4 1 Li��f.I\ t iLfL ! Y Loan`(PLAT) I rn+rNO NNt A140 011C $ $g'43�16" W f91iN0 MAIL ANO DISC .. F4wN0'NAIL ANO111sc STAuv9`Lr 1040' ' p i /L C CI Ii ED) 1 aTAVIRO'Lb mw' S 89,43*35" W i 30.00' (?LAT) I LOT 10 - 1 I c � i �L�lATIC"!:'eunurr,uca cth!ASF pESE6 __._ � , ON hjuvo DATUM 1929 ++arzz. acclsrt =�� I U iNG H r CONCPE7� I _ REVISIONS i .t �i�� rn u_6 - n .y h3 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 19, Application Number . . . . . 05-00029525 Date 6/22/09 Property Address . . . . . . 53 OCEANSIDE DR Tenant nbr, name . . . . . . NEW POOL Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 43000 Owner Contractor ------------------------ ------------------------ SHIELDS, JANET & DAVID SURFSIDE POOLS 53 OCEANSIDE DR 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2666 ------------------------------------------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 245 . 00 Plan Check Fee 122 . 50 Issue Date . . . . 1/26/05 Valuation . . . . 43000 Expiration Date . . 4/04/06 ------------------------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 245 . 00 245 . 00 . 00 . 00 Plan Check Total 122 . 50 122 . 50 . 00 . 00 Grand Total 367 . 50 367 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BP250U01 CITY OF ATLANTIC BEACH 6/03/09 Application Tracking Step Selection by Revision 15:58:55 Application number . . . . : 05 00029525 Address . . . . . . . . . . : 53 OCEANSIDE DR RE number . . . . . . . . . : 168846-5115- - Application type . . . . . : SWIMMING POOL/SPA NCR OLD ACCOUNT NUMBERS . . . Tenant name, number . . . . : NEW POOL Type options, press Enter. 2=Change 4=Delete S=View 6=Fast log 8=Action log maintenance 9=In/out maint Path ---- Rey Dates --- - Action Summary - Opt Agency description Rev Step Req In Est Cmpl Last Type By PLANNING & ZONING A 01 Y 01/11/05 01/14/05 01/21/05 AP SD BUILDING DEPT. A 02 Y 01/21/05 01/27/05 01/12/05 AP CLJ Bottom F3=Exit F5=Land inquiry F6=Add F7=Revisions FS=Misc info inquiry F9=Corrections report F10 View 3 Fll=Sort by agency F24=44ore keys MAP SHOWING BOUNDARY SURVEY OF 11IRMAN 33. R�NT LOT 3 OCEAN SIDE AS RECORDED IN PLAT BOOK 44, PAGES 34& 34A ACCORDING TO THE MAP RECORDED IN THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JANET C. SHIELDS, STEWART TITLE OF JACKSONVILLE, INC., SUNTRUST BANK NORTH FLORIDA, N.A., WATSON & OSBORNE, P.A. 3120 BARBFRRY CT MIDDLEBI_RG.FLORIDA 3068 (9(14).91-4958 FAX M4 291-1964 1 HEREBY CERTIFY TYL-T THIS BOUNDARY SLR«Y b MEET*, fKF'AT\\'R'\1 TEC'FC.ICAt-ST A.\DARL)S S£?FORTH BS"THE C( fJ�f�� ".-AX T-CEE Fl�jRMIk A. 4RD OF PR()FE.SSIO1,A1-St'R\'EY0RS ttiD 1tAPPFRS L\ rt• k'•' O MkPLER 6131'-6.FlJR.IL)A.47\QNI5T[tatT\'E i.:N .Pl-RSL i\:TO C.. G 0 { SFS TT.)\4. 027.Fl.()kIDA STATUTES',NT)FI-RTHF.k CERTIn'TI-AT B f' QD�n,�r�> G.+K i.C�C� l' t�L / f -�' T`Hlr L ARE NO v1sWLF.F11'Cv1ON('KME\TS L.'PO\ OO R 6 �rt,J � o� ,�\(IV�i 1 PktSPLkTIE_KCFP"(AA. SFiuk'\O\T7{ISSL'R\'E} .SLBIF,C'i G IC' r1 ✓ j 1- Q ^ P V i 0tj THURN AN B KrNG DATE Q o B" %HG2 PROFESSIONAL LA-N71)SURVEYOR =4124 �.. % UIQ✓vGGi�i G I I Ir;�9Y l iC✓ ttiv p v, �. i S'��LD. l"G1..ESS tf BEARS TRE SMNTFUR%.kND CNt"ON Al-RAISED SEA1 p o� OF.A FLORLDA LICENCED SURVEYOR AND SLAPPER THIS MAP IS V )s_ 21' 1Z" `� \ ( _ FOR M ORNLA,T10%AL P'RM)SES ONLYA.\D LS NOT VAL.0 v o c o �, i Ai F�N�Ec c ''' 0 °p "; A1\ 6" U�� =.5 X /200 s Y 8 Qi i G I h�f�luiSG My r i:�. �: FLOOD ZONE AS BEST ASSERTED FROM THE FLOOD INSLTRANCE MAP, CO\V%4L NTTY PANE o � . ' " ND DATEDd•/?•gc7q \ N _ O S EAfG�4E yr Cn p O zs'w�,. O,?Q Wa�G urrc,rc r \� R.,n ER# 77- 94- ¢7¢7 Z1'4gi�ntFur/o t o ;A.I'.rdf:fF6,rEss v FILLD e00x PAGE(s,I 90eAo044;E 4X,0 L I �RECEIDs 89 67,75, ZA91 DRAWN Br:v 1 ; 1998or LoT /o Lar 9 City of Atlantic Beach G2 Building and Zoning FOR GENERAL NOTES ANO LEGEND SEE REVERSE 0A IT DEScMPRcv er PROPERTY DESCRIPTION RECEIVED Lot # 3 , Block # , Section # o2 1999 Subdivision: City of Atlantic Beach Street Name DESCRIPTION B'AH'(41g4 nd Zoning or Address• (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description e%-, cl„� Class of Work: (New/ A\ _ Remodel/Addition: IWL'Vj ZONING INFORMATION Type of Construction: lla(-L c?,,A Zoning Prop, ed District: Use: i ; L Estimated Value $ �ta01 600 Exceptions or Variances Materials: CvAc,-C-'� kj�h woo, Granted: ©Ai, Solid or Filled Ground: Roof:Roof: ;1j Method of Heating: a OWNER INFORMATION Property Owner• 'pu U k d anA , A S Phone:_ Mailing Address 3 LLAh l ,ti Zip: 31Z 3 7 CONTRACTOR INFORMATION Contractor: �� r^p i. Phone: 2-8'o 2 Q4 Mailing Address: 12 Zip:_ 32.D fs Z. f Expi.rat'on STATE LICENSE NO: CR C Q3`3 50 8 Date: �\,A rj 31 Zppp 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. p Owner Si n e DATE ature DATE,�'' 1� 9 MY COMMISSION#CC473101 IXPIRES July 1,1999 ! C,( _ ` °4aWO D'1�6bTANNHi&UB&01kIBED BEFORE ME BY L_. r- , A �� D THIS \S� DAY OF , 199 Nr1IAM1 s NOT Y PU L `� F7�II�t dlMrly$'�1 �ortQsd IIMn lMlle!!r P�1�/e Ih4ep�r� �= 35' -�=-{ 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE �---13'2' ---� P. VERIFY ALL SPANS AND AMOUNTS. AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED _ r — IN WRITING BY TRUSS PLANT MANAGER t'6- 1�8' Bit 1111 7 T4. APPROVED BY ; T LL APPROVAL DATE: m In31 m a DEL. DATE N N tl SYSTEM 42 FLOOR TRUSSES 16" DEPTH (1ST FLOOR ONLY) v 24" O.C. SPACING UNLESS NOTED z I m En m m JOB: H0743 J&L HOMES in > io LOC: LOT 3 OCEANSIDE m m alPLAN: SHIELDS RESIDENCE a �^ DESIGNER: KEN STIGLETTS m N N 11 lL !L MANNING BLDG . SUPPLIES BM-2 1 11155 PHILLIPS PKWAY PH# 268-8225 m JAX. FLA. 32256 _ I UD I I Lfl 1 U. .. —fl— m m r 1 I IE I m a6 4'6' I — — — — _J 5 30 I N� BUILDING, PLA NNING AND ZONING INSPECTION DEPART.NENT CITY OFATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: Building Permit Number: J�� 9 Address : 53c�Pcc�� rZcc�4 Leal Description: Improvements to the above described property have been completed ir_ accordance .,,-47-h the terms of the permit and is certified to be ready for occupancy as 4 Lowest Floor Elevation: 5 required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPAR77MENT DATE NOTIFIED DATE APPROVED BY F-1 re AIA Public Works &wilding 11-11-99 -/2- -I Z FLOODPLAIN DEVELOPMENT INFORMATION Location:: ��-1 OcecAs I&t , Type of Development: S.K o � Flood Zone: x f - Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that 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. COMMENTS: Applicant Acknowledgment: 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 other laws or ordinances affecting the proposed development. Date-/- 3- Ui Applicant's Signature Department Use: Required Lowest Floor Elevation 0 J As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative MAN SHOWING BOUNDARY SURVEY OF LOT 3, OCEAN SIDE, AS RECORDED IN PLAT BOOK 44, PAGES 34 AND 34A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JANET C. SHIELDS DA VID It.SHIE OCL'ANSIA BANK RECEIVED S'1'GWART"1'IT�LI;GUARANTY COMPANY NOV 1 2 1999 City of Atlantic Beach "BLUFFS" — PLAT BOOK 36 PAGES 72, 72A AND 72B Building and Zoning N 89'43'35" E 50.00' (PLAT) N 89'38'19" E FOUND 1/2' IRON PIPE 50,11' (MEASURED) FOUND 1/2• IRON PIPE CAP DESTROYED STAMPED 'BURDEN 1048' 0' ur LOT 3 W 5• 35.0• 9.5' 4 W Tn CONCRETE SLAB FORCr 0 PROPOSED 3 STORY VI 0)0 RESIDENCE W°' O a FINISH FLOOR n v n LOT 2 12" ABOVE CROWN OF ROAD h LOT 4 FINISHED FLOOR ELEVATION 00 0) 13.8 FEET NGVD O w Ld W '0 C) 5.7 5.0' w w CA to n ICT M 1 F rn o T� + 30.3' 9.4' CV v�I L.LI w �a� o Z 80 Z � w 0 7.5' JACKSONVILLE ELECTRIC V) Z it a AUTHORITY EASEMENT i Q 0 TE FIRE HYDRANT LLJ BOXES 0 S'DRAINAGE AND UTILITY EASEMENT 0 U N O (PRIVATE ROAD) 23' INGRESS, EGRESS. DRAINAGE0 in AND UTILITY EASEMENT OCEAN SIDE DRIVE 60 60.50' FOUND NAIL AND DISC S 89•,4,3'6" W FOUND NAIL AND DISC FOUND NAIL AND ISG STAMPED 'LB 1048' STAMPED 'LB 1048' 50.07' (MEASURED) S 89'43'35" IN 50.00' (PLAT) LOT 10 ELEVATIONS SHOWN HEREON ARE BASED ON NGVD DATUM 1929 NOTES: ACCEPTED BY: LEGEND: R = RADIUS — — = FENCE L - LENGTH - CONCRETE NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE PLAT___ BEARING OF S 0016'25" E ALONG THE EASTERLY BOUNDARY LINE OF SUBJECT PARCEL, DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE X AS SHOWN ON THE C'Eti TJ FrC' /72c'/r NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075, PANEL pool D- 30 iA 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT do/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER 71TLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB # 7766 DATE OF FIELD SURVEY: 02-27-99 DISK # ZIP 20SCALE: 1" = 20' CERTIFICATE 2522 Oak Street I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER!MY RESPP SIBLE CHARGE Jacksonville, Florida 32204 AND MEETS THE MINIMUM TECHNICAL STANDARDS A T FORTH BY THE FLORIDA (Phone) 904-389-5989 BOARD OF PROFESSIONAL SUR tS AN M f-E C11A"lER 6tct7-6,FLOR'pA (fax) 904-389-6175 ADMINISTRATIVE CODE, PURSU T 0 SE 47 0 , RORIDA STANTES. 1 �M�� WV AMN LICENSED BUSINESS 111 6702 REGISTERED SURVEYOR7 AN15 MAPPER 111 4984 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS O SUBDIVISIONS C�er°ttftratt of Mrrupanq Mtv of Atlantic 6=4 -- Ntorido 1hpartlntnt of Nuilding Insp ttion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg Permit No 17696 Gro„pw.f rame Type Construction s f a Fire District Atlantic Beach Owner of Building David & Jan ShieldUdress 53 Oceanside Drive Building Address 53 Qceaaside Drive locality Atlantic Beach, FL 32233 C, By: DON C FORD Building Otlicial A Date: z /— 2 9 POST IN A CONSPICUOUS PLACE CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 33233-5445 TELEPHONE (904) 347-5800 a� FAX (904)247-5805 SUNCOM 853-5800 DATE//-)Z-9 Q JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Y� y Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FkX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: 11 - 12- - F9 Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no lcnger needed: Permit Number Address r l �1 42- Cil--) !717n;z�a'ne'4 Sincerely, Building Department j CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 _PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18646 Address: 53 OCEANSIDE DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):3 Block: Section: 0 Square Feet: Subdivision: OCEANSIDE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION_ -- -- — — Date Issued: 8/12/1999 Name: DAVID AND JAN SHIELDS Total Fees: 25.00 ' Address: 325 COUNTRY CLUB LANE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 _ Date Paid: 8/12/1999 Phone_: (904)241-0571 Work Desc GAS PIPING/2 W.HEATERS,250GALLP —_ CONTRAC-TOR(S) APPLICATION_ FEES _ AEI INTERNATIONAL CORP PERMIT I II I ,.Inspections_Required- — ---- ROUGH MECHANICAL FINAL - 1 j NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. I i i i $25.0014 C Date: 8/12/99 01 fie ipt: 8073520 L'NIT-1Z,' BEAC BUIL G DEPT. 0172 00010001000 03221000 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. 1. -�`�— SCC LOCATION Street Address:_ I/�r�1 (Z OF Intersecting Streets: Between ��jlrJa r-e— And E)(_t BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Nome of Mechanicalr� Contractors Contractor (Print) A _— Master Nome of �C Property Owner 1 Signature of Owner Signature of or Authorized Agent Architect or Engineer 111. GENERAL INFORMATION A, Type of hooting fuel: B. IS OTHER CONSTRUCTION BEINGS PONE N ❑ Electric THIS BUILDING OR SITE uJ K6u LP ❑ Natural ❑ Central Utility �—� IF YES, GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT ❑ Other — Specify IV. MICNANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) �KLIRE�Residential or El Commercial ❑- Heat ❑ Space [3 Recessed O Central O Floor 1rY New Building Air Conditioning: ❑ Room ❑ Central ❑ Existing Building ❑ Duct System: Material Thickness ❑❑ Replacement of existing system s/ Maximum capacity c.f.m. ' rye`^'Installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower. Capacity q,p,m. ❑ Other — Specify ❑ Fin sprinklers: Number of heads C1 Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pump$ (number) (Raeel1edI (3 Tonks (number) Remarks LPG contain$ (number) ❑ Unfired pressure vessel Q Boilers Permit Approved by Dote b Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT ty qpm Number Unit. Description Model Number Manufacturer ( ) 11 HEATING - FURNACES, BOILERS, FIREPLACES roVft Number Units Description Model Number Manufacturer E(1m) ApAgOrAy p V p TANKS Sm Many NootbW C'apacih Type Lliquld Name of Serial Approving and Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION ' LOCATION INFORMATION Permit Number: 18529 Address: 53 OCEANSIDE DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):3 Block: Section: 0 Square Feet: Subdivision: OCEANSIDE Est. Value: Parcel Number: �l Improv. Cost: OWNERINFORMATION _ !� Date Issued: 7/20/1999 Name: DAVID AND JAN SHIELDS Total Fees: 113.00 Address: 325 COUNTRY CLUB LANE Amount Paid: 113.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/20/1999 Phone: (904)241-0571 Work Desc: INSTALL CENTRAL HEAT AND AIR _ CONTRAG'fOR S APPLICATION FEES AIR ENGINEERS INC. PERMIT 113.00 I ill i i ' I — _Inspections Reciured. J� ROUGH MECHANICAL I FINAL QI NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 $113.0014 Date: 7/21/99 81 Receipt: 8873736 — -—-— CHECKS 28826 AT NTIC BEACH UILD T. 88188883221898 f BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH w ATLANTIC atACN, FLORIDA $*AS$ APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: Of 1"tersecFnl skeet 161Ween And •.�__ WILDING sub-di.ttl•n WIN 11 Y, 11. IDENTIFICATION — To be completed by all applicants. (nconsideration of parmif given for doing the Work at described in the above stafament we hereby agree to ptlrform said work in accordance W;A the attacwd plant and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards eJ good practice listed therein. Name of Lbcheaical Cenfraefer• C***"fw Ihi"II — AfaMrR A nOl r%] Nome of pr hofy O.aar S:pNh,re of O.aat signature of v A.rt oied Atle"t Architect or Engineer III, GOAL INFOR16"TM A. T"w of 60inE fad: B. Is OTHER CONSTRUCTION BEING OONE ON THIS WILDING OR SITE?__ O t:«—O L► Q Natural O C oatrel Uflify O or rES, GIVE NUMBER Or cONSTRUCTION PERMIT NZ k o O 04-w — spcify IV. NSOKA1fIC„AL rWnWfT TO N INSTAWp NATURE OF WORK IPv*vW*twagkN.Sat of comp""b M Md of this �. 1 9-- Re-sldentlal or 0 Commercial C1/ Hast O spa E3 Raosn� 0 Comfgl O fkser &--Now Building Coo";oalov 13 Room C)- W O Existing Building p.cl System: Mefosie TugepuL CO R. lacsment of existing system Mab",apdty tf 1st' Nsw Installation(No system previously Instailed)_ O tef►ip~tiso 0 Extension or add-on to existing system O Coeli"* WW". C.."ciy .�.,. .� .�........_ O Other—Specify Q An yrinkiwa: Nusm►p of W' , O Ebony Q Mafih O 6sslaw___�_Iaea1 ) TNK s►ACi i011 OIHCi tfff ONLY O Pweeim. (eetmAerl _ he,stM11�1 O Ts"la.. (eun.�arl Retmesla _ t!G a"lei"� O UsAmd Mwwe vftw O hien Felton Ap fired V• tLa. O O+be►— spc* Penna a— LINT ALL WnPMENT Aa CONDITIONING AND REF GERAnON EQUIPMENT xuss►es•stats. Deactrtptkoa ModsI NMbetr Itaa a ('lb�aj A k t c k IEATITIC • FURNACES, IiIQII11M FU EFILA(ES Pubaaber trash b"011ptloa Meld Nttmsblt N= TAKES >M. a�b tam Nam saw Aj= 07/21/1999 11:50 9043961136 MUNSON & BPIIAN ELECT ...... PAGE 01 Aar cov-1- This is a confidential mcssup:t, in-vtdtd !Olcly, for the person to whom I( is addressed. q yov I . !h.jj (onward is to the corrc(i jp4-,oo, f!5v it hack to us 'thank you. To Y ry r c v F tT -1177 U LL. . From: PREO WILSO?,J, WARMCI_,SE MANAGER :7 :81 cj' Oatt 2 L4- all, e 4.4 No oe Page" cive—p Re,na,kj: 1jFfj4 Fvz ur 7/b 07/21/1999 11:50 9043961136 MUNSON & BRYAN ELECT PAGE 02 t llL CCTMNO. E 112.1 CABLE ORCABLEBUNDLE THROUGH 2-'HR. MOOD FLOOR ASSEMBLY F RATING = 2—HR. T RATING = 2—HR. SECTION A—A TOP VIEW , 3 i A A L WOOD FLOOR ASSEMBLY 5 ` DESIGN NO, L505, L5111, I lool OR L536 IN THE U.L. , FIRE RESISTANCE DIRECTORY L°1 1. LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE, R 0 2. 2—HR. FIRE—RATED GYPSUM !MALL ASSEMBLY. o4! t'l\',NcFFc � ANG, 3. RG59 COAXIAL CABLE, MAX. 8/C NO. 22 AWG TELEPHONE %° C3 OR MAX. 2/C NO, 12 AWG CABLE. 4, MINIMUM "s/4' DEPTH HILI FS 611A FIRESTOP SEALANT. 5. TOP PLATE. (2' x 6') 6. PROVIDE A GENEROUS BEAD OF HILTI FS 611A FIRESTOP T AT THE TOP PLATE. NOTES - 1. MAXIMUM DIAMETER OF OPENING = 2'. 2. CABLES TO FILL A MAXIMUM OF 15`/. OF CROSS-SECTIONAL AREA OF OPENING. SEE HILTI FIRESTOP INSTALLATION MANUAL FOR ADDITIONAL INSTRUCTIONS H1T.LLTTTRIC. T,n SA, OK 1-800-879-8000 1 L 11• VL.V 1 1 . 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 -r3 . NO BACKCHARGES ALLOWED, UNLESS APPROVED 1'6. IN WRITING BY TRUSS PLANT MANAGER -17 4 . APPROVED BY APPROVAL DATE: DEL . DATE : SYSTEM 42 FLOOR TRUSSES 16" DEPTH (1ST FLOOR ONLY) 24" O.C . SPACING UNLESS NOTED JOB: H0743 J&L HOMES LOC: LOT 3 OCEANSIDE rn PLAN: SHIELDS RESIDENCE m DESIGNER: KEN STIGLETTS MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JAX . FLA . 32256 1 . 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 77 3 . NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4 . APPROVED BY : APPROVAL DATE: DEL . DATE i� N SYSTEM 42 FLOOR TRUSSES 16" DEPTH 24" O.C . SPACING UNLESS NOTED JOB: H0743 J&L HOMES LOC: LOT 3 OCEANSIDE PLAN: SHIELDS RESIDENCE DESIGNER: KEN STIGLETTS MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JAX . FLA . 32256 io m 1 . 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 77 4 . APPROVED BY APPROVAL DATE: DEL . DATE v Lo PITCH 3/12 (3" 14 HEEL) 4/12 (5" 14 HEEL) N OHANG 2 ' JOB: H0743 J&L HOMES LOC: LOT 3 OCEANSIDE PL-AN:--SHI€LGS -RESIDENCE - - r- DESIGNER: KEN STIGLETTS MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JAX . FLA . 32256 N (ri r, 35 ' m� 8'8"8 13 '5 12 ' 10"8 ---� F2 PONY WALL F1 PONY WALL Ln F2 i BM-1 Fl F2a (5) i F3 iF- Ln w F5 O A b ► (8) BM-4 i F4 (10) N 1 BM-3 co i - - cu F4 P Y WALL i 2 '2' 2 L _L L----------------�4 -!- 13.6 t�_—_ 13' 1"a B-W8 -17 v CJ1 L-W8 t8} (8) W b 9-W8 Z� rn (5) (5l EA t� 5-W9 oT. a �N . 5E �J 61 »9.b til i i L - w L 9H-9 ' 9H-9.. t7H-5 EH-5 ZH-5 L tiH-5 . 5E � TRANSMITTAL DOCUMENT FOR JEA ]DATE: The following permits have passed "rough" inspection: Permit No. Address :27S- aa"tt� B,�� es�c:eca�ec ca�c: bc�sa� c: :e�cx�£c�siq,�s�:p�aua. Please update your records accordingly. Thank you, BUILDING CLERK CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION __ � LOCATIONINFORMATION _ Permit Number: 17938 Address: 53 OCEANSIDE DRIVE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY 1 Lot(s):3 Block: Section: 0 Square Feet: Subdivision: OCEANSIDE Est. Value: Parcel Number: Improv. Cost: _ OWNER INFORMATION Date Issued: 3/22/1999 Name: DAVID AND JAN SHIELDS Total Fees: 85.00 Address: 325 COUNTRY CLUB LANE Amount Paid: 85.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: _3/22/1999 _ Phone: (904)241-0571_ Work Desc: INSTALL PLUMBING IN N_EW HOME _ CONTRACTOR(S) APPLICATION FEES _ B & G PLUMBING PERMIT 85.00 Inspections Required UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT i FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. (85.88 14 Date: 3/22/99 81 Receipt: 8843882 ATLANTIC BEACH B ILDING T. CHECKS 32925 � eeleeee3221eee { f 17696 PERMIT. i�`,.� T 11�. ------ � .w �!i�r>�+°•+Lk�*w to� "fid INR'OR AT I O -——..———,. — it Number. '17696 E 53 LEAN S I DE DRIVE, jp` . +t t 1CSAKI r RIDA 32233 ",a W S "W _" ~= de l, DESCRIPTION lof ` Lo " Q JHA I'Lt 7 22. 00 X99 „ra Ve# ,+�n+» Yfi a Y, �fR `+ NS��f�� ," i.P t�✓A# I`! +F E S 1 4 ,tSU ;ATEA TM1P ;fid es 44 c ON s ''Rick C INC €l NXE �} � � 04 gyp{+{yam{yam 5 4 IU 715 C,,.b:. � .`S,� 4 � �q`� � it fit'• t " $ tT �Nt E3EC?A7#.�4rT4 HSS P��-' "01 7N� F f NES ttiEA t i t H A> 1`FttM"THIS ULL7RK ARK NOT 1t1.IN P Sf ` RD UP;? AUL Y 1C; QR # QitVAlEf�f ', � L "� � .. �. 1�lfrr -14, y 7: a,ACC©R1iPiG TO,APPROUEt3 PSS`iNHiGH AF'lwCTH( Rlt1111 Alp SUBJECT TO Fi /tGa4Z`It31:� f T1�N OF A PLICABLE Pt+OV141tp A+W }� fit"[ $EACkUiLD{NG EPA `i MPi' FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 3210 Builder: Rice Brotoers Construction Address: Lot: 3, Sub: Oceanside, Plat: Permitting Office: City, State: Atlantic Beach, FL Permit Number: , 7c Owner: Shields Jurisdiction Number: ,t` Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:84.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area(ft') 3210 fit' c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft' _ 13. Heating systems b. Clear-double pane 518.2 ftz _ a. Electric Heat Pump Cap:84.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ftz _ HSPF:6.80 _ d. Tint/other SC/SHGC-double pane 0.0 ft, b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 147.0(p)ft _ c. N/A _ b. Raised Wood,Adjacent R=19.0,647.0ftz _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=13.0,950.0 ft2 _ EF:0.90 _ b. Frame,Wood,Exterior R=19.0, 144 1.0 ft' _ b. N/A _ c. Concrete,Int Insul,Exterior R=4.2,735.3 ft' _ d. Frame,Wood,Adjacent R=13.0,368.0 ft' _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1288.0 ft' _ 15. HVAC credits MZ-C,MZ-H _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, It. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as-built points: 35905.00 PASS Total base points: 40335.00 I hereby certify that the plans and specifications covered Review of the plans and SHE ST by this calculation are in compliance with the Florida specifications covered by this o4 = aT� Energy Code. calculation indicates compliance �~ _ 9 PREPARED BY: Air Engineers, Inc. with the Florida Energy Code. Before construction is completed - a DATE: --- this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. °OD wE � OWNER/AGENT: Z ��G > BUILDING OFFICIAL: DATE: , ,-2-167 "7f- DATE: l - 2 -9 - 9 9 EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 3, Sub: Oceanside, Plat: , Atlantic Beach, FL, 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 3210.0 33.05 19099.0 Double,Clear N 1.3 6.0 159.9 19.22 0.95 2923.6 Double,Clear E 1.3 6.0 109.8 40.22 0.93 4119.0 Double,Clear SE 1.3 6.0 18.5 40.86 0.91 688.5 Double,Clear S 1.3 6.0 135.5 34.50 0.89 4141.6 Double,Clear W 1.3 6.0 94.5 36.99 0.93 3261.9 As-Built Total: 518.2 15134.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 368.0 0.7 257.6 Frame,Wood,Exterior 13.0 950.0 1.50 1425.0 Exterior 3126.3 1.70 5314.7 Frame,Wood,Exterior 19.0 1441.0 0.90 1296.9 Concrete,Int Insul,Exterior 4.2 735.3 1.12 823.5 Frame,Wood,Adjacent 13.0 368.0 0.60 220.8 Base Total: 3494.3 5572.3 As-Built Total: 3494.3 3766.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.3 2.40 48.6 Adjacent Wood 20.3 2.40 48.6 Exterior 60.8 6.10 370.9 Exterior Wood 60.8 6.10 370.9 Base Total: 81.0 419.5 As-Built Total: 81.1 419.5 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1288.0 0.60 772.8 Under Attic 30.0 1288.0 0.60 772.8 Base Total: 1288.0 772.8 As-Built Total: 1288.0 772.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 147.0(p) -37.0 -5439.0 Slab-On-Grade Edge Insulation 0.0 147.0(p) -41.20 -6056.4 Raised 647.0 -3.99 -2581.5 Raised Wood,Adjacent 19.0 647.0 0.40 258.8 Base Total: -8020.5 As-Built Total: -5797.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 3210.0 10.21 32774.1 3210.0 10.21 32774.1 EnergyGauge®DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 3, Sub: Oceanside, Plat: , Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Summer Base Points: 50617.1 Summer As-Built Points: 47069.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 47069.7 1.000 0.970 0.341 0.950 14803.6 50617.1 0.3573 18085.5 47069.7 1.00 0.970 0.341 0.950 14803.6 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 3, Sub: Oceanside, Plat: , Atlantic Beach, FL, 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 = Points .18 3210.0 9.76 5642.1 Double,Clear N 1.3 6.0 159.9 14.30 1.00 2291.0 Double,Clear E 1.3 6.0 109.8 9.09 1.03 1026.7 Double,Clear SE 1.3 6.0 18.5 5.33 1.08 106.1 Double,Clear S 1.3 6.0 135.5 4.03 1.08 591.8 Double,Clear W 1.3 6.0 94.5 10.77 1.02 1035.6 As-Built Total: 518.2 5051.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 368.0 3.6 1324.8 Frame,Wood,Exterior 13.0 950.0 3.40 3230.0 Exterior 3126.3 3.70 11567.3 Frame,Wood,Exterior 19.0 1441.0 2.20 3170.2 Concrete,Int Insul,Exterior 4.2 735.3 6.34 4661.8 Frame,Wood,Adjacent 13.0 368.0 3.30 1214.4 Base Total: 3494.3 12892.1 As-Built Total: 3494.3 12276.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.3 11.50 232.9 Adjacent Wood 20.3 11.50 232.9 Exterior 60.8 12.30 747.8 Exterior Wood 60.8 12.30 747.8 Base Total: 81.0 980.7 As-Built Total: 81.1 980.7 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1288.0 1.20 1545.6 Under Attic 30.0 1288.0 1.20 1545.6 Base Total: 1288.0 1545.6 As-Built Total: 1288.0 1545.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 147.0(p) 8.9 1308.3 Slab-On-Grade Edge Insulation 0.0 147.0(p) 18.80 2763.6 Raised 647.0 0.96 621.1 Raised Wood,Adjacent 19.0 647.0 2.20 1423.4 Base Total: 1929.4 As-Built Total: 4187.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 3210.0 -0.59 -1893.9 3210.0 -0.59 -1893.9 EnergyGauge®DCA Form 600A-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 3, Sub: Oceanside, Plat: , Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Winter Base Points: 21096.0 Winter As-Built Points: 22147.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 22147.1 1.000 0.982 0.501 0.950 10361.7 21096.0 0.5340 11265.3 22147.1 1.00 0.982 0.501 0.950 10361.7 EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeS/RaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 3, Sub: Oceanside, Plat: , Atlantic Beach, FL, 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 4 2746.00 10984.0 50.0 0.90 4 1.00 2684.98 1.00 10739.9 As-Built Total: 10739.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 18085.5 11265.3 10984.0 40334.8 14803.6 10361.7 10739.9 35905.3 PASS 01 ql�E S :4 a f�COD WE EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 3, Sub: Oceanside, Plat: , Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area;.5 cfm/s .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 top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint 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 606.1.ABC.1.2.5 Air barrier on perimeter 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. 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 as must be provided.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 efficienc of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per 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-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.8 The higher the score,the more efficient the home. Shields, Lot: 3, Sub: Oceanside, Plat: , Atlantic Beach, FL, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:84.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 4. Number of Bedrooms 4 _ b.N/A 5. Is this a worst case? No _ 6. Conditioned floor area(ft2) 3210 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft2 ^ 13. Heating systems b.Clear-double pane 518.2 ft2 _ a. Electric Heat Pump Cap:84.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 ._ HSPF:6.80 _ d. Tint/other SC/SHGC-double pane 0.0 ft2 b. N/A 8. Floor types .- a. Slab-On-Grade Edge Insulation R=0.0, 147.0(p)ft _ c. N/A b. Raised Wood,Adjacent R=19.0,647.0ft2 _ - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=13.0,950.0 ft2 _ EF:0.90 _ b. Frame,Wood,Exterior R=19.0, 1441.0 ft2 _ b. N/A c. Concrete,Int Insul,Exterior R=4.2,735.3 ft2 _ - d.Frame,Wood,Adjacent R=13.0,368.0 ft2 _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1288.0 ft2 _ 15. HVAC credits MZ-C,MZ-H _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0,1.0 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) o4Ziu sTgTF in this home before final inspection.Otherwise,a new EPL Display Card will be completed �1' _ ``O� based on installed Code compliant features. Builder Signature: Date: a Address of New Home: City/FL Zip: scope' *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStar designation), your home may quay for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf 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 8501487-1824. EnergyGauge®(Version:FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 3210 .BLD 11-20-98 For: Rice Brothers Construction, Inc. Jacksonville FL (904)280-0204 By: Air Engineers, Inc. 10947 Beach Blvd. Jacksonville FL 32246 (904) 641-2333 Lot 3 Oceanside Job # : Plan 3210 Sq. Ft. Shields Residence Wthr : Jacksonville AP FL Zone : Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 94 Deg F Inside db: 70 Deg F Inside db: 75 Deg F Design TD: 38 Deg F Design TD: 19 Deg F Daily Range M Rel. Hum. : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 54638 Btuh Structure 35520 Btuh Ventilation Air 100 CFM Ventilation 2090 Btuh Vent Air Loss 4180 Btuh Design Temp. Swing 3 . 0 Deg F Design Heat Load 58818 Btuh Use Mfg. Data n Rate/Swing Mult. 1 . 00 INFILTRATION Total Sens Equip Load 37610 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 1 Internal Gains 1840 Btuh Ventilation 3332 Btuh HEATING COOLING Infiltration 6430 Btuh Area ( sq. ft. ) 3210 3210 Tot Latent Equip Load 11602 Btuh Volume (cu. ft. ) 28890 28890 Air Changes/Hour 0 . 9 0 . 4 Total Equip Load 49213 Btuh Equivalent CFM 434 193 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make Lennox Make Lennox Model Model Type Air Handler Type Heat Pump Efficiency / HSPF 6 . 8 COP/EER/SEER 10 . 0 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 1700 CFM Actual Cooling Fan 1700 CFM Htg Air Flow Factor 0 . 031 CFM/Btuh Clg Air Flow Factor 0 . 048 CFM/Btuh Space Thermostat Load Sens Heat Ratio 81 MANUAL J: 7th Ed. RIGHT-J: V2 . 12 SN5144 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A,B,C,D Job # : Plan 3210 Sq. Ft. File name: 3210.BLD 11-20-98 Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* ---------------------------------------------------------------------- 1 . Winter Infiltration CFM 0 . 9 AC/HR x 28890 Cu.Ft. x 0. 0167 = 434 CFM 2 . Winter Infiltration Btuh 1 . 1 x 434 CFM x 38 Winter TD = 18150 Btuh 3 . Winter Infiltration HTM 18150 Btuh 599 Total Window = 30 . 3 HTM & Door Area ---------------------------------------------------------------------- Procedure B - Summer Infiltration HTM Calculation* ---------------------------------------------------------------------- 1 . Summer Infiltration CFM 0 . 4 AC/HR x 28890 Cu.Ft. x 0 . 0167 = 193 CFM 2 . Summer Infiltration Btuh 1 . 1 x 193 CFM x 19 Summer TD = 4033 Btuh 3 . Summer Infiltration HTM 4033 Btuh 599 Total Window = 6 . 7 HTM & Door Area ---------------------------------------------------------------------- Procedure C - Latent Infiltration Gain ---------------------------------------------------------------------- 0 . 68 x 49 gr.diff . x 193 CFM = 6430 Btuh ---------------------------------------------------------------------- Procedure D - Equipment Sizing Loads ---------- ---------------------------------------------------- 1 . Sensible Sizing Load Sensible Ventilation Load 1 . 1 x 100 Vent.CFM x 19 Summer TD = 2090 Btuh Sensible Load for Structure (Line 19 ) + 35520 Btuh Sum of Ventilation and Structure Loads = 37610 Btuh Rating and Temperature Swing Multiplier x 1 . 00 RSM Equipment Sizing Load - Sensible + 37610 Btuh 2 . Latent Sizing Load Latent Ventilation Load 0 . 68 x 100 Vent.CFM x 49 gr.diff . = 3332 Btuh Internal Loads = 230 x 8 No. People + 1840 Btuh Infiltration Load From Procedure C + 6430 Btuh Equipment Sizing Load - Latent - 11602 Btuh ---------------------------------------------------------------------- *Construction Quality is : a No. of Fireplaces is : 1 MANUAL J: 7th Ed. RIGHT-J: V2 . 12 SN5144 Printout certified by ACCA to meet all requirements of Manual Form J F LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 322.57 / )3 /1998 Re:-Wind Loading Requirements For The New Residence Located Lj�)t --t3 QCc'c-'A Duval County, Fl. TO WHOM IT MAY CONCERN:- The architectural plans of the subject residence have been reviewed by myself for compliance with section 1606 of the 1994-SBC for wind speeds of HO mph and concluded that the residence structure will satisfy the wind loading requirements of section 1606 of the 1994-SBC as long as sheets#q thru#6 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 use 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 designated shear forces based upon their rigidities, e) that I have no knowledge of any subsurface soil condition report; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 ps£If contractor found any differing conditions--through-soil removal or soil report then I shalt be notified and possible footing design revisions may have to be implemented prior to commencing with footings construction, t_=-P--that the ceiling-sheathing will-provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting-normal to their longitudinal axis. A copy of the calculations is attached to this letter for the record.Please let me know, if further help is needed. Sincerely Louis J.Gabriel, P.E. RECEIVED City a# Atlantic Beach Building and Zoning Date . 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C it is it 11 Su,�VA"A+;Q+ . o� wrLL' P{rk CF 6ai: S ors_�ar tLJo stc- t< &Ilt _Or WG1LL PWL keiA%jt for Gvte sto,r_* Wia lts -- ,r Effettige. VOOP keia>ht ::f- . PYesskCe = �" ~ h �, dfPUCA 0. u � — W Lv-A _pa ss cox P_ V-I,% W W L04 PtesS�.re. q_A %Cd0 U.'�Pi.iCA6Lc. Wit&% fovii" i s Ynoret 7 Lv it, Set'S�,er:- �� • To slKepw �rvrte_ - t )cw 11 CA 1z) -�- '(,o.�w) s t r (w-) Ca.-t - � + (Jr)t- rj t (�ttao stn re» .-T or oY' CvvwPYeui •h CZ W^U "al = CO,T; tA)(k l p:r, u�fn • wtuv+c Cq �C�t')CO��L � #C YAC-�i,� C►�'�t�+�' V • . �_ (.W Asch W t- (Q�z. •�1 e_� Ye Q+IAtLLor' R ;- • For f.x bzri ay- WOA ��ce. Cxt.WA U s aYe $ CMU v ^Os -=-> /IluW• SWsw sou :f'ti+�• dY 35 QSi .M c , tF F�m= %5aneS1 —7 F = 1500vSe 90 1 Q Matt= C3��(A8)= 168'� Bbl —I '�a il, = C t•33�C 1 GSt3 ZZ-64 112S/ FL- Rev bs/ FL- Rev % <:j S�ee�, a•,c.0, �O•�. �lC�•��)(t•33�CZ4,ovu� -(a _T, M)/(2)(Zs 106) -t- / -A10a G-so PRODUCT COOS Hma PRODUCT CCOE T?p PR0ma COQE 2_ ROOF RAFTERS SHALL BE STRAPPED TO TOP PLATES OF 'SDXO'STRAP INTERIOR STUD BEARING WALLS AND CMU WALLS AS SHOWN ON �� 0.0 0.0 I N�tFi+3 a/�ros_s� SCHEDULE "A" ON SHUT 0 AND WALL SECTIONS SHOWN ON SAME SHEET. 3,� INDICATE CMU SHEAR WALLS REINFORCED W/#5 $2t-EZO(TND)-ROOUCT CODE HCPLR PRODUCT CODE r MOOUL7 COOE STEEL BARS ON 60"O.C. OR AS SHOWN ON LAYOUT OF SHEET "�yco.1mwm snw '=co-ON 31"� .��,ON 3z~0.G lAB. NMLe2) w/U�)-S� WIUo)_S.! 4.L=--=1 INDICATE CMU WALLS REINFORCED ON 60" O.C.OR ASSHOWNON LAYOUT OF SHEET/AS. o� 821- HOPT2 (SNGLE PLY)OR ROaICT CODE (1M0"WXT OWE Q -1 J NWM(DOUBLE PLYI MAIM ia=*W&O HAIFD ( 1 1 "r w/(16)—aa COMMON MAILSlEkALEAMC WO)—T=S O M(TWO)—SMOS WK1*4d NALS r OEM `4 OF ' J was RODS• t • • ! (74W ACTL cpcNwG SECTION THRU �- • Rr . 3/4'T&G Cm SAMOOR 2: IG , N+ • _ N . 5/0'SHEET ROCK—/ - IL �fA3,Sr:t�•zyac- r t2ST I �OOtZ 5 HE e'KRooc-ouT C.11 al;s nu.Eo M/CON('AET[ 1HYOUr I�y_)►o AS w/(,UlsRoo SECTION O EAVE, .V TWO STORY Date L. Cza6ft-J, �Z S�10_wr UjD..US A a. n.i5 FOr Seco>A 4 i Hi,( l �Zoov- W.,,�Pj .fie Fo�t�w;,� p�eri'YL,�;► W,.s � GY��r��. aPP tk��G.��.,� ?�� a+na�,Si: W aLL N6, ; - 5 ee: 0 Nor P� p4A 'WAU Lo C k►g-A "cam:- �-r;b�� w►aC C •e ;. S ee a.�txjk Q Vluar PLo-,� Of ;— (-�eruEc�e 3 o udl t�J !,k rtj �:� S�Ca'r' ,. :�A i•:- Sw~ck tiu--% v F- ptc,& Jtu-6t t.i aF 6o4:L Foo rs h ------ f :r EF6tive.. roof kejgL%t' �Zcpose to yMufe W •b0 12- I C.0 VoCL 2CeSsuNc. wX WG2Q ({ 5eG 54cet2� j Ul-c,-..pressure TA -04-k a f pLi(-A-bte- uAu," ro o pi tul. i i yh.or c t4.a-, 7 to 124 See skeet #Z _ FOtJ sk - r =_ VC y Cw=t Q T•M ,— Ve'C' tia.Y1n. 'YA UW ��:k l2r).(4,0 t U"l�-'QA M T o<G" :- TUnsiv-v%* or cov^. auicw, = (o•TM) C\ /D) 4w4u wei�it,t)(Qh i 5 mi'Y% r For � &tcrcL 1,oa.� T�S Rr J4�ckor �C.ins �cM' uPlaF7 Low Tc' SFeY� O-Y-- yZG �r' F�-1°18tiJ 131 Lw-j- 10 . , °r C, M -s5gt�.J Io5 i.1 ��5►�� C ri �e�a ;- Extex�vr- t�aQQs Allocl_ 'Stv- skeav,= 743 1bi CCFAP I F S tM p JJJLow.. 3t • v?Vk- :14z3 lbs ( l9rpGAV& 3t-O f Te ti im br old m- Res1s;C¢-ice'= per ScUZt4 5tA, 711d U)i v g cQ C Uv +vvs ra i 1.S yr to SS Dnp�'eoQ 0 (:1tie�,rw;se For- -alterl-Or W aas �l��W • S zP $'tear-or7ems,,M , Same- os VAese u;a ��Z �•S1,eR L-t �, pou.0 W I #5 Cobler �nd,ls � w''�erw��' Date Sheet L GabY , lee S t l ro FL srrI spm For UpL,Ft- :_ SZ (Fr / u ) ( Z) 5t:- =, ! 4 Z 3 lbs wY RrPGA 9'34 Ul r Acts` u pli P� v-x Yoo F Z = 1.• o ( W Uel FkLto-,r i c L %�• t TO FL,�J 5 tY� Spay FO Y 5 tieaY : 51 = (Fir / W'Ac,(e. : _ Fu-- 7C5 lbs Pjr FAPISF amd6vr- Ac� -4 5kcar tm We..Q pR�' Z = �.• d W vvia� F'ALvrc tv .or w �tr} 3 TO :- Al.lbw. 1r�v►,S;u� ie loo Tot irY;1'v''' 6L V 4,-Cie--b C S RTP(r-A, H C PFA , • e;tC. --p Ste- W"t �,k�t FO r sly owt � S�c�t,.� �D For ` - � sZQ= U) v ao�mo Doosis m vzm i.vaaa assclno BrsaTaao mm B7ACaf0 R IM c�wcxea) SINGLE !0/12` N/A Mm�* g 7W IV 0 50466E 4�7w, N 1 Sm To snw srnAvanrc N � 7104'as0; �ON_.&eZ` N/Arm(x)-RTMPP,AaM•Sn#CW now spmx•!Y MC.� SRA TD -RM.A6A i) TOL Loemom CLODDSO L "�-v/ =2 (DME)_F =U= CODS R•(P(�A[3j • ". 7LOOL 20 TLC= "nowt?Z2. 2) 2OL ux =OSS CLOUDm &S • mm (•rijo )-iP wvm CODs RTP6RSSl • '9XPW"I 7LOOL SO 7=AM T=XCX 2Ss. 21 1LL XURIU S MM CIRR B ON dsC'OLa FW= EMU ss STRL77s6 4 22 207 Am LOAOI[AM BS I 011 mm= -r_- of sommm 15. RAI imr !) 7LOOZ SO 7LOOs 82117727C FM UILM BMLtL 32 7LODOCT CODs s27BiB24.-s==-, macro 0232' 0.0. an DSSLSL -H- Ol BmS2 so.�p .. ROL COVLLSi v=or Sm Rzo=m7LOOL BSSZ,773�. i.'� G C •3uoG' MW TO BAND JUS)stT:APPaes DETAIL L R.iy 4M - LOCKM t LEDGIM ax sono•sTTev aN 3i O.C. • 1 1 o CU.WALL W/(j)-4v#X 2jg {. ` Grs U PLATE +IC.Q LONG I Bawro WML T¢0 24*o.c t •- xb+Cwsl�pUOe SB.SNEA TIRNG ' -r VATH ON a Nr LEDGER wz-srnw ow 7r O.0 WALL W/(W-N•.PX=y.TAPCONS 1'- _._ - 35.0----•--- —-•-•--------t=v f- LATE W/1/2'0■ io LONG INTO UNTEL O jq•D.C. 'CMU LINTEL KEtNF*= L1�0.5 Rebs SEcoNa F=�oorz SHEAR w�::s ��Vou'' - "mm FOR S=oma stool MMUL nzra 72ME rs(THIRD Ftaar) t, UM nms ALL/ TaELZ ME RSTaiLxxlxo AssIDlnm TQ 70LLOWsO C82Ta11 CXLM NOTED MINIMA IN TQ 21=2• r 7 >) coop man== TO ETUDE Eatlsas sett Q so COMINCE SIMS, e) ki� er wo senor Ol7. m To 1'1000 nZL= M= Q 54 a 44 COOLER. Alli 70e 1/2* V/ Mr• O� i S/fN TQC[ W. EESIICTSYEL2r Ol 1-1/40 TM a M *r /S SCREWS mas lr !0! >�10. T== C) FWM To 1LoOe AM=Tti/ aRELL P200 T � COBEnvlw r �r Mc og/. an ZLM Nilo!1'Da am=.o.°s piWZ®!SO* E1C0I� atiOLi OE a�SmW !LOOK SO 1IAOEf '� mum TO ETM JMCVCR SPACMSEEasaaro Eats SPUMES 9TATOSBN/Re . f W.cm. '(bIOG 56 '5,lN6LV 4"/l r ]VIA wmrosa-fln.af.me. u��33��i use r-.•w1r.i�Is.mr. iIOR BEARING FOOnNG G � �D �IN!'L6 3`Ar N/A /Y- r-o' :CR on CONSTPAW ON aDDITSC1aL Rims- May is1- 1DRYAUCf ONSPECEM ONSfSftt.M 1) TOs LOC\TMM CrAMM L un (OMQ-IEODOOT CODE - GST aw(n.a1 PT.our 'f t(PGp� . 'ssmov, 714O R To MOR TES TQ. v 1rcE POam paW'01L 7 iUSURSTHATTaRSOML 21 roe rACUMM CLOODm as , M (1(JO )-1ROopCT CCam R.(LL ORGANIC SM, ._._ -_ RrpC A(al r 0/30000, 7IOOe TO FwM ISNUM Ta. i x TVIVRR Drf=VfTAL a) aLL »ate nLL osas<aaa as saDDlat ssoae aaLL 21 aTla7fm - TORM O TO L' ULM At TOW am 1"<<=aP SWUM Oat MUZ.■j:A IDP SWW /q . 1 SRCCOPWONMOSUALL 41 7LOOe To noOe STR17/SEa pas OMMM asaLL EE rE000CT ODOR OM(LLnvr,Dwsc)]L - E216"So."SmD"• mum ow 3z" S.C. sE1 DMM= y0 as WmT 10.6 iusTEE/OPJA WG+• FM TZEN Or us REQpssm 7LOOe To YWM SESAMES. C 901FAMYSUMMACZ � 09UGNM AS SULLOW NUM BURM FOOSSURR NGcoMKrXW RRELR TARN Mommu OR - FrOG OfAUN ErY6mIS 1 J iv'fYFTTI ' �- ,Mw� CD I( \ i �!� EXTERIOR WALL OPENWM/i� a- 1 sRlwrNo a�v a norm -- skeet o� I? 1 4/12 4-IS ' -41 it _- No1E5 (1\ �Ro�� •ovca.Fl►I..c. cNr-i.�.hct1-�v1.1L.aaz ��'� " �NOT6o oTianwlG*- • (V$ 4oOP f+1-rGN SNS«• r5s 4/jy.u►1LA4S KoTto ��M 0THc0.Wl46, •... PL.o J, ,...r..... (51 2o.v vm,►M 1N4 To D(. PILi6 a.+4'wet q.aq wood Ta.-u SS is 3 5 ET Cr 20, O.C. CITY OF uGisKC l3P.ti 4- "*-' Office of Building Official REQUEST FOR INSPECTI /� 9 e Permit No. ?v ` e A,M. :eived P.M. 53 Job Address Locality 'let's /`�+ ne Contractor � ILDING ELECTRICAL PLUMBING MECHANICAL ring , ❑ Rough Wiring 17 Rough ❑ Air Cond. &Roofing D4ONCRETE Temp Pole ❑ Top Out r, Heating elation ❑ m e Final Sewer Fire Place Pre Fab READY FOR INSPECTIS 1. Tues. urs. Friday r A.M. 1 >ection Made � � ---Pm. .,..- lector Final Inspection C Certificate of Occup 71 Date ____ �/_ ��,,� nnCITY OF fF �} i�,�u�c 13�-1 Office of Building Official /+ REQUEST FOR INSPECTION late S� % Permit No. 1me yf/i A.M. leceivedP.M. Job Address Loc lity )wner's / C lame s Contractor {UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL 'raming ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ le Roofing ❑ Slab ❑ Temp Pole Cl Top Out ❑ Heating isulation C7 Lintel Final C7 Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION M. Aon. Tues. Wed. Thurs. rida P. _ L A.M. ispection Made P.M. ispector off_ Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF Office of Building Official REQUEST FOR INSPECTION f tte _/ 1 f Permit No. ` 6 f` 6 ne A.M. �ceived P.M. Jo dd ss ocality vner's tmees C., Contractor C —� UILD CONCRETE ELECTRICAL PLUMBING MECHANICAL ung ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating >utation 'Se Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION )n. Tues. Wed. CTh:uL-, .) Friday P,�Vj, XM. ^M. >pection Made P.M. ;pector Final Inspection ❑ Certificate of Occupancy❑ Date //�� CITY OF 0;&% ��4 Office of Buildi g Official REQUEST FOR NSPECMN ��✓' lb YPermit No. / ` A.M. ed Job Address l�ty s Contractor SING CONCRETE ELECTRICAL PLUMBING MECHANICAL tg ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ ofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating ion ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION M. Wed. Thurs. Friday P. Y f 9 A.M. :tion Made / P.M. .tor f Final Inspection C Certificate of Occupancy ❑ Date CITY OF ri(&�G J3rPliL.K-"t40ZKlf Office of Building Official t /' REQUEST FOR INSPECTION / / ate 3 t L 1 !L' ` -7_ Permit No. 6 9e me A.M. aceived r, PM S3 Job Add ssJJ /qr1` ame � !!/i �'C_.C� Contractor ✓C.- `�-[ UILDING CONCRETEy� ELECTRICAL PLUMBING MECHANICAL aming ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & O a Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating sulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place 0 Pre Fab READY FOR INSPECTION Dn. Tues. Wed. Thurs. riday P.M. - � A,M, Spection Made P.M. Spector Final Inspection rtificate of Occupancy Date //��jj//449��0 nnCITY OF 4&4494.0 n Office of Building Official REQUEST FOR INSPECTIO T Permit No. _ Z A.M. rived P.M. � �9 Job Ad re orality sr's e Contractor -DING CONCRETE ELECTRICALPLUMBIN MECHANICAL ling Footing ❑ Rough Wiring ❑ Rough Air Cond. & ❑ loafing C' Slab Temp Pole 11 Top Out F i Heating ation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Tues. Wed. Thurs. Friday 2 �y A.M. ction Ma �J 5 / P.M. actor Final Inspection Certificate of Occupancy ❑ Date CITY OF Bwcli-&9&u*A f3 71, V G v Office of Building Official REQUEST FOR iNSPECTiON'�� Date /` _ Permit N l f �5-Y Time A,M. Received P,M. Job AddreAs Loc Owner's Name — - Contractor BUILDING CONCRETE EL CTRIC MBING ECHA Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. 10 r A.M. Inspection Made Inspector y,. r i icate of Occupan Date Tificatt of t ccuttrtc Titg of Atlantic Neorll — Nlorido Department of Vitiffing Inspection i This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the 5 various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg,permit No. 17696 Groupw•frame Type Construction 9fa Fire District Atlantic Beach Owner of Building David & Jan ShieldfAddress 53 Oceanside Drive Building Address 53 O ea side Drive Locality Atlantic Beach, FL 32233 By: DON C FORD Building Official Dater POST IN A CONSPICUOUS PLACE i /►��//� � //CITY OF //____ ,,�� ri&4*t& Be4CIL-0;&Ukk Office of Building Official REQUEST FOR INSPECTION l Permit No. / 76 -5,"- ie A.M. ceived P.M. :Job Addre ocality � mer's me _ Contractor 11LDING CONCRETE ELECTRICAL PLUMBING MECHANICAL iming ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating ;ulation ❑ Lintel ❑ Final O Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION )n. Tues. Wed. Thurs. Friday P.M. J 1 >pection Made PM F-i'n�a l Spector ertif cate o�0..upar�,.y� � lX�� Date CITY OF 4&4od& /3C44CA-ft Office of Building REQUEST FOR INW le Permit No. ie A.M. ceived P.M. Job Addres Locality mer'sy� %i z me Contractor IILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL kming ❑ Footing ❑ Rough Wiring ❑1 Rough ❑ Air Cond. & ❑ Rooting ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating ulation Lintel ❑ Final ❑ Sewer Y Fire Place ❑ ire Fab READY FOR INSPECTION ` A.M, in. 1 Tues. Wed. �Th.,.. L� A.M. ;pection Mad / P.M. pector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF AWt 176 qb Office of Building O ficial t / REQUEST FA I PRCTIONP j 7 c 3SI to ` _ Permit No. ne A.M. ceived P.M. Jore s �C Lcreali i vner's me tILbING - CONCRETE LECTRICAL PLUMBIN MECHA CAt immg Footing ❑ Roug Wiring Rough E Roofing ❑ Slab ❑ Temp Pole ❑ Top Out -Heating ulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ re Faber READY FOR INSPECTION in. Tues. Wed. Friday A spection Made P.M. Spector- Final Inspection 1-1rtificate of Occupancy❑ Date CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 1 0 (F�A-U S t y"'. Date Heated Sauare Footage ® a pPr sq, _ D Garage/Shed ��@ $ Per sq = Carport/Porcr S per 3 C t = S DeCk i rr t° per sG ratio �� a Per Jib -- TOTAL VALUAT T O� j : ' Total Valuation 1st $ /00, 000 a Remaining Value $.3 per thousand or portion thereot TOTAL BUILDING FEE S D . v' + 1,'- Filing Fee $ � ) Fireplaces @ $15 . 0C $ /S- 0Q BUILDING PERMIT FEE S Iq2- . WATER IMPACT FEE $i_ o-off SEWER IMPACT FEE 0® WATER METER/TAP OO. CAPITAL IMPROVEMENT 8 SEW�z TAP 5 �C3 JV ) RADON (HRS 1 CO SECTION H PAVING i $ HYDRAULIC SHARES S -� CROSS CONNECTION $ JZ/ SURCHARGE . 005G S 5. `fJ OTHER $ GRAND TOTAL DUE f Z2 00 ADDITIONAL PERMITS OR FEES : Mechanical Piumbina_ Eiectric/New Electric/Temp ; SwimminaPool Septic Tank Wel ! Sign Finish Floor Elevation Survey Other CALCULATIONS anti/or NOTES : RECEIVED 11-12-1998 TJ-Beam(TM) Page 1 of 1 ' 15:52:19 v4.64 218101225 1111 _OFC 1 1 1998 BEAMUSA MANNING BUILDING SUPPL of Atlantic Beach 11555 PHILLIPS PAKY JACKSONVILLE, FL 32256 PhonaaA. J'W$ Zoninj --------rr,,------------------------------------ Name: KEN STIGLETTS Project Name: H0743 J&L HOMES Page Title: BM1 Type: FL File Name: H0743BM1 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Residential ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria ( S) Member Use................. BEAM go Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor Decking............... N/A Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A Tributary Width('-").... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(ptf) Floor 1.00 01- 0.00" 111-10.00" 258 96 Add F1'S 2 Unif(plf) Floor 1.00 01- 0.00" 111-10.00" 271 100 Add F2'S 2 Pcs of 1 . 75" x 16" 2 . 0E Parallam(R) PSL 11'-10.00" ------------------------------------------ S I Z E A N A L Y S I S - A S 0 ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMiLLan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced Length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. Not all products are readily available. Check with your supplier or TJM technical representative for product availability. Maximum Design Allowable Control Shear(lb) 4719 3655 < 10827 34% RT. end Span 1 under Floor loading Moment(ft-lb) 13959 13959 < 34954 40% MID Span 1 under Floor Loading Live Defl.(in) 0.126 < 0.394 L/999+ MID Span 1 under Floor loading Total Defl.(in) 0.176 < 0.592 L/807 MID Span 1 under Floor loading Span 1 Max. Reaction Total(Lb) 4719 4718 Live(lb) 3367 3367 O Required Brg. Length(in) 3.17(W) 3.17(W) Max. Unbraced Length(in) 32 Copyright (c) 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. ParaLLam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. 7 11-12-1998 TJ-Beam(TM) Page 1 of 1 " 16:02:23 v4.64 218101225 1111 BEAMUSA MANNING BUILDING SUPPLIES 11555 PHILLIPS PAKY JACKSONVILLE, FL 32256 Phone: 904.268.8225 ------------------------------------------------------------------------------------------------------------------------ Name: KEN STIGLETTS Project Name: H0743 J&L HOMES Page Title: BM3 Type: FL File Name: H0743BM3 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Residential ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria ( S) Member Use................. BEAM Load Classification....... Floor LL Deft TL Deft Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor Decking............... N/A Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A Tributary Width('-").... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(ptf) N/A N/A 01- 0.00" 151- 3.00" 0 110 Add WALL 2 Unif(plf) Floor 1.00 01- 0.00" 15'- 3.00" 80 30 Add FLOOR 3 Unif(plf) Roof 1.25 01- 0.00" 15'- 3.00" 293 165 Add ROOF 3 Pcs of 1 . 75" x 11 . 875" 2 . 0E Parallam(R) PSL 15'- 3.00" " ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMiLLan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced Length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. Not all products are readily available. Check with your supplier or TJM technical representative for product availability. Maximum Design Allowable Control Shear(Lb) 5738 4993 < 15066 33% LT. end Span 1 under Roof loading Moment(ft-Lb) 21875 21875 < 37317 59% MID Span 1 under Roof loading Live Defl.(in) 0.365 < 0.508 L/501 MID Span 1 under Roof loading Total Defl.(in) 0.665 < 0.763 L/275 MID Span 1 under Roof loading Span 1 Max. Reaction Total(lb) 5738 5738 Live(lb) 3149(R1.25) 3149(R1.25) Required Brg. Length(in) 2.57(W) 2.57(W) Max. Unbraced Length(in) 32 Copyright (c) 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. ParaLLam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. go 11-12-1998 TJ-Beam(TM) Page 1 of 1 ±ft 16:04:30 v4.64 218101225 1111 BEAMUSA MANNING BUILDING SUPPLIES 11555 PHILLIPS PAKY JACKSONVILLE, FL 32256 Phone: 904.268.8225 ------------------------------------------------------------------------------------------------------------------------ Name: KEN STIGLETTS Project Name: H0743 AL HOMES Page Title: BM4 Type: FL File Name: H0743BM4 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Residential ` ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria ( S) Member Use................. BEAM Load Classification....... Floor LL Deft TL Deft Member Top SLope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor Decking............... N/A Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A Tributary Width('-").... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment Ise 1 Unif(plf) N/A N/A 01- 0.00" 13'- 2.00" 0 110 Add WALL 2 Unif(plf) floor 1.00 0'- 0.00" 13'- 2.00" 1405 500 Add FLOOR 3 Pcs of 1 . 75" x 16" 2 . 0E Parallam(R) PSL 13'- 2.00" ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products on)y! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMiLLan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced Length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. lateral bracing needs to be properly attached and positioned to achieve stability. Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. Not all products are readily available. Check with your supplier or TJM technical representative for product availability. Maximum Design Allowable Control Shear(lb) 13800 11005 < 16240 68% LT. end Span 1 under Floor loading Moment(ft-lb) 45426 45426 < 52430 87% MID Span 1 under Floor loading Live Deft.(in) 0.316 < 0.439 L/501 MID Span 1 under Floor loading Total Defl.(in) 0.458 < 0.658 L/345 MID Span 1 under Floor loading Span 1 Max. Reaction Total(Lb) 13800 13800 Live(Lb) 9513 9513 Required Brg. Length(in) 6.18(W) 6.18(W) Max. Unbraced Length(in) 32 Copyright (c) 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. ParaLLam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. 11-12-1998 TJ-Beam(TM) Page 1 of 2 16:06:35 v4.64 218101225 1111 BEAMUSA MANNING BUILDING SUPPLIES 1'555 PHILLIPS PAKY JACKSONVILLE, FL 32256 Phone: 904.268.8225 ------------------------------------------------------------------------------------------------------------------------ Name: KEN STIGLETTS Project `lame: H0743 J&L HOMES Page Title: BM5 Type: FL Fite Name: H0743BM5 Based on Allowable Stress Design (ASO) SBCC building code for TJM products available through Residential ------------------------------------------------------------------------------------------------------------------------ AppLication........ Floor - Res. Deflection Criteria ( S) Member Use................. BEAM Aft, Load Classification....... Floor LL Deft TL Deft Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Stope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Span 2 L/360 L/240 Floor Decking............... N/A Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A Tributary Width('-").... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) N/A N/A 0'- 0.00" 35'- 0.00" 0 110 Add WALL 2 Unif(plf) Roof 1.25 0'- 0.00" 35'- 0.00" 123 69 Add ROOF 2 Pcs of 1 . 75" x 16" 2 . 0E Parallam(R) PSL 21'-10.00" 13'- 2.00" ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMitLan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design Loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The Load conditions considered in this design include Alternate member Loading. The maximum unbraced Length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be property attached and positioned to achieve stability. Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. Not all products are readily available. Check with your supplier or TJM technical representative for product availability. Maximum Design Allowable Control Shear(Lb) 4866 4366 < 13533 32% RT. end Span 1 under Roof loading Moment(ft-lb) 16973 16973 < 43692 39% RT. end Span 1 under Roof Loading Live OefL.(in) 0.234 < 0.728 L/999+ MID Span 1 under Roof ALTERNATE span loading Total Oefl.(in) 0.500 < 1.092 L/524 MID Span 1 under Roof ALTERNATE span loading Span 1 Span 2 Max. Reaction TotaL(Lb) 3372 8620 1636 Live(Lb) 1502(R1.25) 3752(R1.25) 972(R1.25) Required Brg. Length(in) 2.27(W) 5.80(W) 1.50(W) Max. Unbraced Length(in) 32 32 32 11-12-1998 TJ-Beam(TM) Page 1 of 1 s. 16:10:40 v4.64 218101225 1111 BEAMUSA MANNING BUILDING SUPPLIES lip 11555 PHILLIPS PAKY JACKSONVILLE, FL 32256 Phone: 904.268.8225 ------------------------------------------------------------------------------------------------------------------------ Name: KEN STIGLETTS Project Name: H0743 J&L HOMES Page Title: BM6 Type: FL File Name: H0743BM6 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Residential ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria ( S) Member Use................. BEAM Load Classification....... Floor LL DefL TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor Decking............... N/A Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A Tributary Width('-").... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Floor 1.00 01- 0.00" 141- 8.00" 1405 500 Add FLOOR 4 Pcs of 1 . 75" x 16" 2 . 0E Parallam(R) PSL 14'- 8.00" ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMilLan(TJM). TJM warrants the sizing of its products by this software will be accomptished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced Length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. Not all products are readily available. Check with your supplier or TJM technical representative for product availability. Maximum Design Allowable Control Shear(lb) 14630 11970 < 21653 55% LT. end Span 1 under Floor loading Moment(ft-Lb) 53643 53643 < 69907 77% MID Span 1 under Floor loading Live Defl.(in) 0.355 ( 0.489 L/496 MID Span 1 under Floor Loading Total Defl.(in) 0.490 < 0.733 L/359 MID Span 1 under Floor loading Span 1 " Max. Reaction TotaL(lb) 14630 14630 Live(lb) 10597 10597 Required Brg. Length(in) 4.92(W) 4.92(W) Max. Unbraced Length(in) 32 Copyright (c) 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. ParaLLam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. a.+ 11-12-1998 TJ-Beam(TM) Page 1 of 1 *" 16:12:40 v4.64 218101225 1111 BEAMUSA MANNING BUILDING SUPPLIES 11555 PHILLIPS PAKY JACKSONVILLE, FL 32256 Phone: 904.268.8225 ------------------------------------------------------------------------------------------------------------------------ Name: KEN STIGLETTS Project Name: H0743 J&L HOMES Page Title: BM8 Type: FL File Name: H0743BM8 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Residential ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria ( S) Member Use................. BEAM MW Load Classification....... Floor LL DefL TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor Decking............... N/A ees Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A Tributary Width('-").... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) N/A N/A 01- 0.00" 151- 3.00" 0 110 Add WALL 2 Unif(plf) Floor 1.00 01- 0.00" 15'- 3.00" 80 30 Add FLOOR 2 Pcs of 1 . 75" x 11 . 875" 2 . 0E Parallam(R) PSL 15'- 3.00" ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code ! accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. As The maximum unbraced Length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. Not all products are readily available. Check with your supplier or TJM technical representative for product availability. Maximum Design Allowable Control Shear(Lb) 2196 1911 < 8035 24% LT. end Span 1 under Floor loading Moment(ft-lb) 8372 8372 < 19902 42% MID Span 1 under Floor loading Live Defl.(in) 0.159 < 0.508 L/999+ MID Span 1 under floor loading Total DefL.(in) 0.382 < 0.762 L/479 MID Span 1 under Floor loading Span 1 Max. Reaction Total(Lb) 2196 2196 Live(Lb) 915 915 10 Required Brg. Length(in) 1.50(W) 1.50(W) Max. Unbraced Length(in) 32 Copyright (c) 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. ParaLLam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. I I I I I A I I II (H0743a-SHIELDS RESIDENCE - F1 PONY WALL) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00/ PLATE DUR.FAC.=1.00) SEE DWG 657,275 OR 657,275B FOR GABLE DETAILS. TC From 210 PLF at 0.12 to 210 PLF at 14.33 BC From 10 PLF at 0.00 to 10 PLF at 14.33 TC 660 LB Conc. Load at 0.12 THE ARCHITECT or ENGINEER OF RECORD SHALL EVALUATE AND APPROVE LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W2X4 III W3X6= W3X6 W1.5X4(R) T 1T4-0 1-0-8 1-4-0 ,8-1-2 W3X6 W2X4 III W3X5= W2X4 III -1-6-0--::.l 14-4-0 Over Continuous Support R=321 PLF W=12-10-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R 1 5 1 6 2 6 2 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADIs P SON, NI 53719). FDR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED E � T C D L 10.0 P S F DATE 11/10/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �(G,P`' J •Q� AA **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDNdvGl NO'. �" BC DL 5.0 PSF DRW HCUSR151 98314006 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 rl ; B C L L Q,O P S F HC-ENG P B D/W P F 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 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO C_ TOT.L D. 5 5.0 P S F S E Q N - 81166 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .R��;_l�� ! O U R.FAC. 1 .00 FROM IC S Alpine En & eered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS '�` (may.... p ITemesCl F1. 33 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER •>I�{„/L• S P A C I N G 2 4.0 �, ANSI/TP1 I-1995 SECTION 2. (FL0743a-SHIELDS RESIDENCE - F1 SYS 42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 14.33 BC From 10 PLF at 0.00 to 10 PLF at 14.33 TC 660 LB Conc. Load at 0.12 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THE ARCHITECT or ENGINEER OF RECORD SHALL EVALUATE AND APPROVE LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. 7-0-4 24"+ 5-3-12 � 15" Ty PI. W2X4 III W1.5X4(R) W5X8= 143X3= W3X3= W3X3= W3X3= W3X5 1-0-8 10 1T0 8-1-2 143X6= 143X5= W3X3= W1.5X4 III W3X5= W2X4 III W2X4 III W1.5X4 III W3X3= L,--1-6-0--,+II 14-4-0 Over 2 Supports J R=2004 W=8" R=639 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/4/-/E/-/- Scale =.375" Ft. —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F R E F R 1 5 1--6265 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, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��A� IRf T C D L 10.0 P S F DATE 11/10/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING . 1��'•Q�y:.�,+'• `*IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �r..y ' •y B C D L 5.0 P S F D R W HCUSR151 98314010 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Nav 110. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC LL 0.0 P S F HC-ENG P B D/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN «( r « SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TPI. ALL CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �y Y TOT.L D. 5 5.0 PSF S E Q N - 80907 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSI TI DN CONNECTORS PER STATE OF DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �['1�/-Zo �. D U R.FAC. 1.00 F ROM KS Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS l) ` IIHIIICS City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER `+ SPACING 2 4.0 Y ANSI(TPI 1.1995 SECTION 2. (R0743a-SHIELDS RESIDENCE - F2 PONY WALL) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG 657,275 OR 657,275B FOR GABLE DETAILS. SPECIAL LOADS ------(LUMBER OUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 320 PLF at 0.12 to 320 PLF at 13.08 BC From 10 PLF at 0.00 to 10 PLF at 13.08 W3X3 Wl.5X4(R) = W3X5 1-0-8 1-4 0 1-4-0 +8-1-2 W2X4III W3X3= W3X3= W2X4III LE 13-1-0 Over Continuous Support —� R=327 PLF W=13-1-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/4/-/E/-/- Scale =.375" Ft. 'WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151-6266 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Op INSTITUTE, 503 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �El P PERFORMING THESE FUNCTIONS. ONLESS OTHERWISE INDICATED, T 0 P CHORD SHALL HAVE PROPERLY ATTACHED-P:,I�i�j /.y T C D L 10.0 P S F DATE 11/10/98 SIR UC TONAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r..'y 4, y BC DL 5.0 PSF DRW HCDSRI5T 983I4DD7 xPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N1jV 11Nd.Qi BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ` J ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN 'f J� M B C L L 0.0 P S F HC-ENG P B D/W P F SPECIf KATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 'y7' CONNECTORS ARE MADE OF 20GA ASTM A653 Gft40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO �•r� TOT.L D 5 5.0 P S F S E A N - 81172 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE 1" DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF Pft OFESSIONAL ENGINEERING V/' �t�Q' D U R FAC. 1.0 0 FROM K S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUi TAB ILITY AND USE OF THIS V •.. t Haines City,FL 331144 COMPONENT 1FOR 995ANY SECTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" (R0743a-SHIELDS RESIDENCE - F2 SYS 42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 5-6-8 24"—+ 5-6-8 15L Typ'. W3X5 W1.5X4(R) = W3X3= W3X3= W3X3= W3X3= W3X5 -F T 1T o 1-0-8 1 4-0 l_ +8-1-2 W2X4 III W3X5= W3X3= W1.5X4 III W1.5X4 III W3X5= W2X4 III W3X3 fE 13-1-0 Over 2 Supports – J R=707 R=720 PLT TYP. Wave TPI 95 Design Criteria: TPI STD 18.2c4 FL/-/4/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151--6267 BRACING. REF TO HIB-91 (HANDLING INSTALLING AND BRACING}, PUB LISH EO BY TPI (TRUSS PLATE _ INSTITUTE, SB3 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR 5AFETY PRACTICES PRIOR TO �. AAi�; PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED . „(G`' .�kir T C D L 10.0 P S F DATE 1 1/1 0/9 8 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. +(J rI,'S�•y `IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ff �• BC DL 5.0 P S F D R W HCUSR151 98314008 *PRODUCTS, INC. SNALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7V OV 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND I r ; BC LL 0.0 P S F HC-ENG P B D/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PRpV ISI0 NIT NQS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM A613 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE:OF T 0 T.L D. 55.0 P S F S E 0 N - 81096 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �ORtUR` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �'Ty1 D U R.FAC. 1.00 FR0M KS Alpine Engineered Products,I11C. RESPONSIBILITYTHE es City,FL 33844 COMPONET OR NY PSOLEARLY FUILDIG IS THE OR THE TRUSS COMPONENT DE SS GN ESPONSSHOWNBILIT. THE Of G DIGNSUITABILITY AND USE OF THIS �•\�– IlnmNFATICULAR BNRIY OF BUILNESER, PER SPACING 24.0” ANSI/TVI 1 1995 SECTION 2. (R0743a-SHIELDS RESIDENCE - F2a SYS 42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 5-6-8 24"=+ 5-6-8 —� 15" Typ. W3X5 W1.5X4(R) W3X3= W3X3= W3X3= W3X3= W3X5 1-0-8 1T0 1T0 –� +8-1-2 W3X5= W3X3= Wl.5X4 III W1.5X4 III W3X5= W2X4 III W2X4 III W3X3 1 .. IE 13-1-0 Over 2 Supports IR=707 W=3" R=720 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/-/4/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151--6268 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICE5 PRIOR TO •�f PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDP1'1�ICq+;y T C D L 10.0 P S F DATE 11/10/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIN'. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f,O� 1 � BC DL 5.0 P S F D R W HCUSR151 98314009 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO T7 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �F r '�# BC LL 0.0 P S F HC-ENG P B D/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBI.I SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STAT 'OF TOT.L D. 55.0 P S F S EON - 81093 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ,i�'.,'2t�FtIC�'_• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING rS � D U R.FAC. 1.0 0 F R 0 M KS A'Pine Engineered Products,IRC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS L+\ ITH1IleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" ANSI/TP1 1 1995 SECTION 2. (R0743a-SHIELDS RESIDENCE - F3 SYS 42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #1 Dense :T2 4x2 SP #2 N: SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 27.62 BC From 10 PLF at 0.00 to 10 PLF at 27.75 TC 990 LB Conc. Load at 0.12 7-2-2 24" 1, 10-10-12 24"--1 5-8-2 � 15" Typ. W4X4= W3X3 III W4X4 WI-5X4(R) = W5X12 = W3X3= W3X3= W3X3= W3X3= W3X5 =W3X5 *3X3 JW3X3 Ffl TZ W1.5X4 III W3X3= W3X5=W1.5X4(R) TT 1-0 8 1-0-88-1-2 1-4-0 � W5X7 - W3X5= 143X3= W1.5X4 III W=W3X5 = W3X3 = W4X4= W3X5 W4X4 W3X3 III W1.5X4 III W3X3= W3X5 = Wl.5X4 III W3X3= W2X4 III W3X5 = E 13-0-4 IE 27-9-0 Over 3 Supports R=1914 W=8" R=1489 W=3.5" R=647 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Oa5 FL/-/4/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R 1 5 1--6271 BRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 537 I9), FOR SAFETY PRACTICES PRIOR TO py :�;� "Fft'F PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �,!(�� .*y;.�. TC DL 10.0 P S F DATE 1 1/1 0/9 8 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT" FURNISH ACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f,�G 10 " BC DL 5.0 PSF DRW HCUSR151 98314045 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAR URE TO 7V 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND ( f # BC LL 0.0 P S F HC-ENG P B D/W P F AL P I N E BRACING OF TRUSSES. THIS OF SIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL, . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE QF TOT.L D. 55.0 PSF S EON - 10745 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �`.�I�M'r ,• DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �V... t D U R.F A C. 1.00 F ROM K S 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 SPACING 24.0 " ANS 1ITP 1 1-1995 SECT IDN 2. JI (R0743a-SHIELDS RESIDENCE - F4 PONY WALL) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 4x2 SP #1 Dense :T2 4x2 SP #2 N: SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360,00 LIVE AND L/240.00 TOTAL LOAD. SPECIAL LOADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) SEE DWG 657,275 OR 657,2758 FOR GABLE DETAILS. TC From 210 PLF at 0.12 to 210 PLF at 27.50 BC From 10 PLF at 0.00 to 10 PLF at 27.50 PROPERLY FASTEN RATED SHEATHING TO ONE FACE OF THIS TRUSS. TC 990 LB Conc. Load at 0.12 W5X5= W2X4 111 W1.5X4(R) = W=W3X5 = W5X7= T2 Vz 11 T T 1-0-8 1-4-0 1-4-0 �- 8-1-2 142X4 III W=W3X5 = W4X4 W5X7 W2X5 III 1_1-6-0_ I 27-6-0 Over Continuous Support j R=270 PLF W=26-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Oa5 FL/-/4/-/E/-/- Scale =.25" Ft. —WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R 1 5 1--6275 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO A �/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �,"y��`�� J(Y�+?:� � T C D L 10.0 P S F DATE 11/10/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t' "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a�G I�tS. BC DL 5.0 PSF ORW HCUSR151 98314044 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Nov I BUILD THE TROSSES IN CONEONMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND J f '�+ B C L L D,C P S F HC-ENG PBD/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIE ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2GGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE:OF T 0 T.L D. 5 5,0 P S F S E Q N - 10743 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I'.LIQ oRt'* ORA W1 160 A-Z. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � r�•T1 D U R.FAC. 1.00 FROM K S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB ll ITV AND USE OF THIS btv+ Flain&City,FT, 33844 1OmPO1PIT' 1995NGE ARTICZL AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ��lJ SPACING 24.0�� (R0743a-SHIELDS RESIDENCE - F4 SYS 42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SPECIAL LOADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ------(LUMBER DUR,FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 27.38 BC from 10 PLF at 0.00 to 10 PLF at 27.50 TC 990 LB Cone. Load at 0.12 is 7-2-2 .24" + 10-10-12 24" + 5-5-2—� W3X3 111 15" Tylp. W4X4= Wl.5X4 III W1.5X4(R) W5X12 W3X3= W3X3= W3X3= W3X3= W3X5= W3X3=W3X3= W3X3= W3X5 W=W3X5 = — W4X4= W1.5X4(R) T T T 1-0-8El - 1 1-4-0 1 0-8 8 1 2 W5X7= W3X5= W3X3= Wl.5X4 III W=W3X5 W3X5 3X3= W1.5X4 III W4X4= W3X5= Wl.5X4 III W3X3= W3X5- W4X4= W3X3=_ W2X4 III W3X3 III 116-0 �E 13-0-4- 27-6-0 Over 3 Supports— J R=1914 W=8" R=1478 W=3.5" R=631 1 .. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.0a5 FL/-/4/-/E/-/- Scale =.25" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �r�y h� TC LL 40.0 P S F R E F R151--6278 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Gfl7.P PERFORMING THE ESE INSTITUT DFUNC TBONS IO DRUNLESSTOTHERWISEDINDICAwED, TOP ISON IC HORD FSHgOR S AFH AVRACTICES PRIOR TO EET PPR OPERLY ATTACHED � �ilc,EA. �?.�rEP TC DL 10.0 PSF DATE 11/10/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAtlE A PROPERLY ATTACHED RIGID CEILING. **IMADRTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '•G ffl" " BC DL 5.0 PSF DRW HCUSR151 98314046 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N Ov I BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND I '� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 P S F H C-ENG P B D/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTE O. APPLY CONNECTORS TO STATE QF T 0 T.L O. 5 5.0 PSF S E O N - 10747 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Alpine Engin '`•,RYy,�.,• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'i�'ti. �JrA ('y\ D U R.FAC. 1.00 FR0M IC S eered Products,Inc. COMPONENBIFOR Y AN OL PA RT I COULAREB TRUSS C MSONH NTRESPONSIBIOLWN. OF THE SUILDBNGIDESIG NE USE P OF THIS I'I2uleS city,FL 33844 ANSI/TPI 1-1995 SECTION 2, SPACING 24.0 (H0743a-SHIELDS RESIDENCE - F5 SYS 42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIfIED BY ]ROSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SPECIAL LOADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 15.17 BC From 10 PLF at 0.00 to 10 PLF at 15,17 TC 990 LB Conc. Load at 0.12 7-5-4 24"—+ 5-8-12 15�Ty- 1430111 W1.5X4 III W3X3=_ W1.5X4(R) = W5X12 — W3X5= 144X4= W1.5X4 III W3X3= W3X5= T T 1 0-8 1-4-0 1-4-0 W50 = W3X6= 143X5= W4X4- W30= W3X3= 143X5= W2X4 111 W3X3 III I-6-0-.3;1 IE 15-2-0 Over 2 Supports J R=2040 W=8" R=678 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Oa5 FL/3/1/-/E/-/- Scale "WARNING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND p T C L L 40.0 P S F R E F R 15 1- -9 6 4 3 BRACING. REFER TO 1118-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (]RISS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, Wl 53)19), FOR SAFETY PRACTICES PRIOR TO / PERFORMING THESE FUNCTIONS. UNLESS OTNERNISE INDICA FED, TOP CHORD SIMLL HAVE PROPERLY ATiACfIEO .jS «�511�'1G' 'a, TC DL 10.0 P S F DATE 11/11/98 STRUCTURAL PANELS, BOTTOM CHORD SHAIt HAVE A PROPERLY ATTACHED RIGID CE1TING. •�� '''�' "IMPOIIANI" FORM)Sit A COPY Of 11115 DESIGN 10 IIIE INSTALLATION CONTRACTOR. AT PINE ENGINEERED ' BC DL 5.0 PSF DRW UCO1ltI41 983150/1 PRODUCT IS, INC. Sh All. NOT BE Rt SPONSIBIE FOR ANY UEVIAIION FROM ]HIS DESIGN; ANY FAILURE TO Niv I ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR fAHRICATING, HANDLING, SHIPPING, INSTALLING AND �F /�, BC LL 0.0 P S F HC-ENG P B D/W P F BRACING OF TRUSSES. Tt11S DESIGN CONFORMS WI TN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUB[ISHED BY THE AMERICAN FOREST AND PAPER ASSO(IATION) AND TPI. AIPINE /� CONNECTORS ARE MADE OF YOGA ASTM A653 G'k40 GAT V. STEC(, EXCEPT AS NOTED. APPLY CUNNCCTORS TO '«. c,'rA'rEj OF TOT.L D. 55.0 PSF S E O N - 10798 IAI:N fAi.l 01 INIISS, AND tl NII15 II ILII IIWI)i I111:A1LD TIN IIIIS OF)LGN, 1'IISII IIIN CONN CION) VIN �� ------- ----- ItIIAWINI:1 lull A 1. Illi SI AI ON 11111 IIIIANiXG INIIII:All1 ACC.II'IANI:I 01 1'NOfl111GNA1 INI:INIIRING ��( '=fit: DUItl=AC 1 00 !'ROM K5 ' NI SI'11NS 11f II IIY SI1111Y ION lilt IRB1S CI1MI'IINI NI DiSIGN SHOWN. ILII 111IIAU II IIY AND 1151 OI IIIIS pulE linguleE red PrcxlDGs,Inc. i.OMVIININI ION ANY PANIIIAMAII Hllll IIING IS lilt NISPONSIHII]IT IIF lilt HOIIDING Dt SIGNIIt. PILI — `--�—_-- I6liuca('11y,11, llRid S)PAC NG I N.:T,11-, T ,:1:,1 �I'.I Sol, � r �= 35' - .F, i. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE � 19'6" ti 2. VERIFY ALL SPANS AND AMOUNTS, AS- — 13'2' -I TRUSSES WILL BE BUILT IN STRICT v ACCORDANCE WITH THIS LAYOUT -T- 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED '_ IN WRITING BY TRUSS PLANT MANAGER BM-5 4. APPROVED BY : FI F3 APPROVAL DATE: 5 (5) DEL. DATE in n N SYSTEM 42 FLOOR TRUSSES 16' DEPTH iD 24' O.C. SPACING UNLESS NOTED F2 SM-6 F4 rn (B) (B) JOB: H0743 J&L HOMES LOC: LOT 3 OCEANSIDE PLAN: SHIELDS RESIDENCE DESIGNER: KEN STIGLETTS MANNING BLDG . SUPPLIES BM-7 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32256 m BM-8 �- 5' —+-9'4- (H0743b-SHIELDS RESIDENCE - F1 SYS 42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP #2 N: WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.52" DL: 0.19" (SEE DWG 579,000) RECOMMENDED CAMBER 3/8" DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. —9 10 12 + 24" 9-10-12 _I i- Ty– 1 .. W4X4= I W=W3X5 W1.5X4(R) W3X5= W3X5= W3X3= W3X3= W3X3 = W3X3= W3X5 = W3X5= W5X7 1 4 0 1-0-8 � 19-7-0 B2 B2 W5X5= W3X5= W3X5- W3X3= W1.5X4 III W3X5 = W3X5= W5X5= W2X4 III W2X4 III W1.5X4 III W3X3= W=HS2512 = fE 21-9-8 Over 2 Supports j R=1186 W=3" R=1199 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.2c:4 FL/3/1/-/E/-/- Scale =.375"/Ft- BRAC .375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 40.0 P S F R E F R151-6352 BRACING. REFER TO HI8 91 (HANDLNG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE PERFORMING THESEDFUNETIONS RONLESSTOTMERWISEDINDIICATEO, IUPICHORDF"ALLFHAI PROPERLY ATTOACHEO TC DL 10.0 P S F DATE 11/10/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. A1.PINE ENGINEERED BC DL 5.0 P S F D R W HCUSR151 98314011 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 00. FABRICATING, HANDLING, SHIPPING, INSTALLING AND /;. 1/ 1 B C L L 0.0 P S F HC-ENG P B D/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN IiWO)/(f71'——// CONNSPECECT RSIAREPMADESOFD20GATASTMMA653AGR40RGALVST ANMSTEEPERE%CEPTOC IASINOTFOND TAPPLYALL INECONNECTORS TD TOT.1-D. 5 5.0 P S F S E A N - 8 1142 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Nov 11 '9� DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O U R.FAC. 1.00 FROM K S Alpine Engineered Products,Inc. RESPONSiBILITV SOLELY FOR IHE TRUSS COMPONENT DESIGN SHOWN. THE SUTABILITY AND USE OF THIS Haines City,FL 33544 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF I 8HILDING DESIGNER, PER SPACING 2 4.0" ANSI/TPI 1 2995 SECTION 2. ii (R0743b-SHIELDS RESIDENCE - F2 SYS 42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. 1 .. BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP #2 N: WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.50" DL: 0.19" (SEE DWG 579,000) RECOMMENDED CAMBER 1/4" DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 9-10-12 —I 24"=� 9-7-4 _I 15" Typ. W4X4= W=W3X5 W1.5X4(R) = W3X5= W3X5= W3X3= W3X3= W3X3 = W3X3= W3X5 = W3X5= W5X7 1 0-8 1-4-0 19-7-0 B2 W5X5= W3X5= W3X5= W3X3= W1.5X4 III W3X5 = W3X5= W5X5= W2X4 III W2X4 III W1.5X4 III W3X3= W=HS2512 �E 21-6-0 Over 2 Supports R=1170 W=3" R=1183 PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 18.2ce, T FL/3/1/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F R E F R151--6354 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE R TO PERFORMING THINSTITUTE BSEDFONCOTIONSIO DRUNI SSTOTHORWISEDINDNCAWED, TO PICHOROFOSHALLFHAYEET PP0.0PERLYRACTI CIS ATTPR ACHED T C D L 10.0 P S F DATE 11/10/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C DL 5.0 P S F D R W HCUSR151 98314012 *PRODUCTS, INC. SHALLNOT 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 0.0 P S F HC-ENG P B D/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 55.0 P S F S E A N - 81156 CONNECTORS ARE MADE OF 26GA ASTM A653 GRGO GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATE I) ON THIS DESIGN, POSITION CONNECTORS PER Nov 1: X98 D U R.FAC. 1.00 FR0M K S DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 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 SPACING 2 4.0" ANSI/TPI 1-1995 SECTION 2. (FL0743b-SHIELDS RESIDENCE - F3 SYS 42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 5-8-8 24" 5-8-8 -� 15� ' Typl. W3X5�= W1.5X4 III W3X3= W1.5X4(R) = W3X3= W3X3= Wl.5X4 III W3X3= W3X5 - T01 0-8 1 +19-7-0 W3X5= W3X3= W3X3= W3X3= W3X3= W3X5 = W2X4 III W2X4 III (E 13-5-0 Over 2 Supports J R=725 W=3" R=738 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/3/1/-/E/-/- Scale =.375" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151- -6355 BRACING. REFER TO H'ONIB 91 (HANDLING IE 2NSTALLING AND BRACING), PUBLISHED BY TPI (TRUSSRA PH I PLATE GIL PERFORMING THTO IS E83 DIONOCT[ONS,R 1- SSTOTHERWISEDINONCAIED, TOPICHORDFbHALLFHAVEPPR0PERLY ATTACHED TC DL 10.0 P S F DATE 11/10/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F D R W HCUSR151 98314013 1 *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 ILL 0.0 P S F HC-ENG P B D/W P F A L P I N E BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN CONNECTORSAT]Aft EP MAOESOFD20GAT ASTMMA653AGR40R GAL V AN DSTEE PERE%CE ASINDIED ND TA PPLYAC O NNECTORS TO TOT.L D. 55.0 P S F S E O N - 81149 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Nov 1'i X98 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.00 FROM KS Alpine Engineered Products,Inc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Rallies city,FL 33844 COMPONENT ORANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0 ANSI/TPI 1-1995 SECTION 2. (R0743b-SHIELDS RESIDENCE - F4 SYS 42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. - 5-8-8 — —24"—+ 5-5-0 15" Typ. W3X5= W1.5X4 III W3X3 Wl.5X4(R) = W3X3= W3X3= 141.5X4 III W3X3= W3X5 1 0-$ 1T 0 —L +19-7-0 W3X5= 143X3- W3X3= 143X3= W3X3= W3X5= W2X4 III W2X4 III L' 13-1-8 Over 2 Supports J R=709 W=3" R=722 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/3/1/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 40.0 P S F R E F R 15 1--6 3 5 6 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NST I TOT E.PERFORMING THBSEDFUNCTTONSIO DRUNLESST0 HERW[SEE 200. DINO CATED, TOPISON ICHOftOFSHAILFHAVEET PPROPERLY ARACTICES TTACHED TC DL 10.0 P S F DATE 11/10/98 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 P S F D R W HCUSR151 98314 014 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO L/! ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO I, B C L L 0.0 P S F H C-ENG P B D/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGN '' SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TNI. ALPINE TOT.L D.—55.0 P S F S E A N - 8 1 1 5 3 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SIGN, POSITION CONNECTORS PER Nov II :)B DRAWINGS DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1 .00 FR0M KS Alpine Engineered Products,Inc. RE SP ONSIB 1l ITY ASO FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU I T AB l" I TY AND USE OE THIS lIH>neS CICy,FL 33844 COMPONENT FOR ANV PARTICULAR BUILDING IS 7Hf RESPONSIBILITY OF THE BU2LDING DESIGNER, PER SPACING 2 4 0" ANSI'TPI 1-1995 SECTION 2. (R0743b-SHIELDS RESIDENCE F5 SYS 42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N 1,.. j WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 6-8-4 24 6-5-12 11 15� Type. W3X5= ' W3X3 W1.5X4(R) = W3X3= W3X3= W1.5X4 III W1.5X4 III W3X3= W3X6 - T01 0-S 1 –� +19-7-0 W3X5- W3X3= W3X3 = W3X3= W3X3= W3X5 W2X4 III W2X4 III 15-2-0 Over 2 Supports i R=822 W=3" R=834 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e4 FL/3/1/-/E/-/-40.0 Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 4 D.0 P S F R E F R151- -6357 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 583 NOFIO DR., PRIOR TO PERFORMING THESEDFUNCCTIONS. UNLESSTOTHEERWISEDINDIICATED, TOP, WIICHORDFOR SSHALLFETY HAVEPRACTICES PROPERLY ATTACHED TC DL 10.0 P S F DATE 11/10/98 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 OL 5.0 P S F D R W NCUSR151 98 314 015 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 ANO B C L L 0.0 P S F N C-ENG P 8 D/W P F ALPINE BRACINGTT C OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE A 55 PROVISIONS OF NDS (NATIONAL DESIGN CONNSPECECTORSAT I ARE MADESOFD20GATASTMMA653 AGR40RGALV. STEEL, EXCEPT I AS A T I NOTED I TAPPLY ACON RECTORS TO ukpTOT.L D. 55.0 P S F S E A N - 81160 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NOV LI '98 { DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.00 FROM KS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS It2nle5 Cny,FL 33844 COMPONENT fOR ANY PARTICULAR BUILDING IS IH RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SPACING 24.0" -1995 SECTION 2. op M !! I I I I + (H0743-SHIELDS RESIDENCE T1 DTC Gable) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 31.33 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 178 PLF at 0.00 to 178 PLF at 13.95 BC From 4 PLF at -3.45 to 4 PLF at -1.36 BC From 20 PLF at -1.36 to 20 PLF at 15.31 BC From 4 PLF at 15.31 to 4 PLF at 17.40 W1.5X4 III W4X4 4 r— W1.5X4 III 4 W3X4= W3X4 W5X5 0-0-4 2 W1.5X4 III W1.5X4 III 2 0-0-4 gh 29-0-14 L-2-1-12----JF2-0-0---'F2-0-0 SIE 4-4-8 31E 2-0-0— 1, 2-0-0--J 8-4-0 3IF 8-4-0 �I I 8-4-0 T 8-4-0 FE 16-8-0 OVER CONTINUOUS SUPPORT ,J I R=832 W=16.714 U=110 PLF PLT TYP. Wave TPI-95 Design Criteria: TPI STD` _ 18.2c4 FL/3/1/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND —_ T C L L 30.0 P S F R E F R 1 5 1--5413 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, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 15.0 P S F DATE 1 1/0 9/9 8 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY BE THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ✓f , BC DL 10.0 P S F D R W HCUSR151 98313015 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F H C-ENG P B D/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 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 TD TOT.L D. 55.0 P S F S E A N - 80911 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OFSION, POSITION CONNECTORS PER NOV OJ 9B DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.33 FR0M KS 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 SPACING 2 4.0" ANS 17TPI 1-1995 SECTION 2. (80743-SHIELDS RESIDENCE - T1 Scissor) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 110 MPH WIND, 31.33 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD. W4X4 W1.5X4 = W1.5X4 4 4 W5X7 0_5-14 J 2 2 — 0-5-14 29-0-14 W3X5(F2) = W3X5(F2) L---2-0-0—J 1 .. 8-4-0 �� 8-4-0 �{ 8-4-0 T 8-4-0 1 fE 16-8-0 Over 2 Supports J R=1125 W=3.5" U=700 R=901 W=3.5" U=480 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2cA FL/3/1/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F 8 1 5 1 5 4 1 4 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSSPR I PLATE OR TO PERFORMING THESEDFUNOCTI0NSDRONEESSSO I T0THE 2 OERWISEOINOTCAMED, 10 P5 37 ICHORDFSHALLFHAVEPRACTI CESPR0PERLY ATTACHED ///�� T C D L 15.0 P S F DATE 11/09/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 // *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED UP / _ B C D L 10.0 PSF D R W HCUSR151 98313011 *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 0.0 PSF HC-ENG P B D/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN / CO NNECTORSI ARE MADE MADE S OFD 10GATAITMMA153ER IC AGR40REST GAL VAN SSTE E PER EXCEPT AS ASAT I NOTEDND TPI APPL YAC ONNEL NECTORS To TOT.L D. 55.0 P S F S E 0 N - 80915 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER hB1+ D9 •�� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.33 FR0M KS Alpine Engineered Products,InC. RESPONSIBILITY IFOR YAN OL PARTIELY OCULAR E BUILDINGUSS IS THE TREESPONSIBILLDESIGN IITY OF THE BUILDING N, THE I DESIGNER.TY AND PER THIS I1Hm.sCity,FL 33844 ANSI/TPI 1-1995 SECTION z. SPACING 24.0" (R0743-SHIELDS RESIDENCE - T2 Hip VLT) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 110 MPH WIND, 31.33 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 1 .. W5X8 W1.5X4 = 4 4f T2 W4X4 W5X5= 1-9-14 0-5-14 2 W3X5 2 29 0-14 W3X5(F2) W2X5 III I� 10-4-0 _I, 6-4-0 I 8-4-0 T 8-4-0 16-8-0 Over 2 Supports — _I R=933 W=3.5" U=480 R=900 W=3.5" U=490 PLT TYP. Wave TPI-95 Design Criteria: TPI STD _18.2C4_ FL/3/1/-/E/-/- Scale --WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �� T C L L 3 0.0 P S F R E F R 1 5 1--5415 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL ATf _ RA CES PH OR TO PERFORMING THESENST TOT DFUNOCTIONS RUNLESSTOTHERWISE0. DINDICAWED, TOPICHORDFOSNALLFHAVETY PPftOPERLY ATTACHED T C D L 15.0 P S F DATE 11/09/98 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 10.0 P S F D R W HCUSR151 98313012 xPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO it BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND I B C L L 0.0 P S F —HC-ENG P B D/W P F 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 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOIED. APPLY CONNECTORS TO TOT.L D. 5 5.0 P S F S E A N - 80924 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NvV (Ia J.D DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.33 FR0M KS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" ANSI/IPC 1-1995 SECTION Z. (H,0743-SHIELDS RESIDENCE - T3 Common VLT) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 110 MPH WIND, 31.33 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360,00 LIVE AND L/240.00 TOTAL LOAD. 145X8 W1.5X4 = 4 4 (-— T2 144X4 W5X5= 1-9-14 0-5-14 J 2 W3X5= 2 29-0-14 W3X5(F2) W2X5 III L_ 10-4-0 _1_ 6-4-0 J 8-4-0 T` 8-4-0 }E 16-8-0 Over 2 Supports —� R=933 W=3.5" U=480 R=900 W=3.5" U=500 PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.2c4 FL/3/1/-/E/-/- Scale =.375" Ft. *WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R 1 5 1--5416 BRACING. REFER TO HI8-91 (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 FONCLIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 15.0 P S F DATE 11/09/9 8 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P S F D R W HCUSR151 98313014 PRODUCTS, INC. SHALL NOT RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO TL/{{�/--J/) B C L L 0.0 P S F H C-E N G P B D/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROP ISIONS Df NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS A0.E MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO TOT.LD. 55.0 P S F S E O N 80921 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NOV PC' `98 DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.33 FROM K S Alpine Engineered Produc[S,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haill&Ci FL 33944 COMPONENT FDR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" City, ANSI/TPI 1 1995 SECTION 2. (H.0743-SHIELDS RESIDENCE - T4 3-SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 31.33 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. #1 HIP SUPPORTS 03-00-00 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X7= W1.5X4 III W6X6 = 41— T _ 1-5-14 0-5-14 Lx}29-0-14 W1.5X4 III W6X8= W2X4(B1) = W2X5III [--2-0-0---J L, 3-0-0 _I, 10-5-8 I i< 13-5-8 Over 2 Supports E .. R=1064 W=3.5" U=660 R=832 W=3.5" U=460 PLT TYP. Wave TPI-95 Design Criteria: TPI STD' _ 18.2c4 FL/3/1/-/E/-/- Scale —WARNING WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND r TC LL 3 0.0 P S F R E F R151--5417 BRACING. REFER TO HIR 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 15.0 P S F DATE 1 1/09/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IM PORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 98313013 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO /J 7ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 P S F HC-ENG P B D/W P F 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 T 0 T.L D. 55.0 P S F S E O N - 80927 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NJJ UP '98 DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.33 FROM K S Alpine Engineered Products,I11C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS II81nes City,FL 33844 ANSP(NPIT1F01995NSECTIONCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" (H0743-SHIELDS RESIDENCE - T5-H1 7-SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 110 MPH WIND, 31.33 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME #1 HIP SUPPORTS 04-09-00 JACKS WITH NO WEBS. SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 4" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X7 = W3X8= W2X5 III 4 T2 (A) 2-0-14 0 5-14 29-0-14 W1.5X4 III W3X5 W3X5(B1) W5X5 L--2-0-0--J ►, 4-9-0 I 9-10-0 I I< 14-7-0 Over 2 Supports R=1790 W=8" U=1040 R=1679 W=3" U=930 PLT TYP. Wave TPI-95 Design Criteria: TPI 'TDI I8.2c4 FL/3/1/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REDIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO TC LL 30.0 P S F REF R151--5418 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PR10R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1 TC DL 15.0 P'F DATE 11/09/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I+ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERFD I I BC DL 10.0 P S F D R W HCUSR151 98313004 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T; / BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR fA8RICAT[NG, HANDLING, SHIPPING, INSTALL]NC ANU ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PSSOROVISIONS OF NDS (NATIONAL DESIGN C I J BC LL 0.0 P S F FIC E N 6 P B D/W P F CONN EC 10R SSPECIFI ATI AREPMADEUB S01 TOGHED A ASTMMA153ER'C AGR40RGAL V EST AN SSTE ELER E X CE P TI ASI NOTED. TP IAP PLYALIT CONNECTORS To TOT.L D. 55.0 P SF S EON - 80931 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I Nn" 09 '98 DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D D R.FAC. 1 .3 3 FR 0 M K S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS IIHIILeS Cit}',FI, 33$44 ANSI OJT EP RE FOR A SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" (80743-SHIELDS RESIDENCE - T5-Hla 7'SB 3-PLY) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2, T3 2x6 SP #2 N: 3 Complete Trusses Required BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. 110 MPH WIND, 31.33 FT MEAN HGT, SBC, BOT CHORD: 1 ROW @ 12" o.c. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS : 1 ROW @ 4" o.c. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. #1 HIP SUPPORTS O4-09-00 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.73" DUE TO LIVE LOAD AND 0.61" DUE TO DEAD LOAD AT X = 17-06-00. W8X8= W8X8= 141.5X4 III W8X8= W8X8 4 '— 4 3 0-5-1411 0-5-14 }29-0-14 141.5X4 III W5X7(R) III HS412 = W5X7(R) III W1.5X4 III �Y W3X5(B1) - W3X5(131) zI DDI 12-0- 1- 0Ic 4-9-0 I 25-6-1 4-9-0 35-0-0 Over 2 Supports R=4125 W=3.5" U=2320 R=4125 W=3.5" U=2320 PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI (STD) 18.2c4 FL/3/1/-/E/-/- Scale =.1875" Ft. *BRACNGNG xREFERRUSSES TO HIB 9OUIR(HAN(HANDLING CARE INSTALLINGAND BRACING)HANDLING, AN PUBILISHE SHIPPING, BYP TPI INSTALLING IPLATEf TC LL 30.0 PSF REF R151--5419 PERFORMING THESEDFUNCTIIONS.OFRIO R LESSTOT210RNISEDINDNCATEO, TOPICHORD SHALLSAFETY HAVEPPR0PERLYRACTI IS ATTACI.ED T C D L OR TO 15.0 P S F DATE 11/09/98 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 10.0 PSF D R W HCUSR151 98313005 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, INSTALL1Nt'. AND B C L L 0.0 P S F HC-ENG P B D/W P F 7ALPINE BRACING OF TRUSSES. TH[S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGW /� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TD T 0 T.L D. 55.0 PSF S E Q N - 80964 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I NGV 09 '98 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEtR1PG D U R.F A C. 1.33 F ROM KS AlpineEngineeredProducts,Inc• COMPONENRESPONSIT]FORYANYLELY FOR PARTICULARS BUILDING COMPONENTSS ISHERESPONSIBILESIGN IITY OF THE BUILDINGN. THE ITY AND DESIGNE0.5EPOR Ta15 " IIeIIICS C1ty,F1, 33544 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0 (H0743-SHIELDS RESIDENCE T5-H2 9-SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2, T3 2x6 SP #2 N: 110 MPH WIND, 31.33 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N :B2 2x4 SP #1 Dense: ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. CALCULATED VERTICAL DEFLECTION IS 0.66" DUE TO LIVE LOAD AND 0.53" DUE TO DEAD LOAD AT X = 17-06-00. W6X12 = W3X5= W8X8= W3X5= W6X12 T2 4 r It —, 4 0-5-14 0-5-14 gh 29-0-14 W1.5X4 III = B W3X8- HS412 = W1.5X4 IN ry W5X5(B1) W5X5(B1) z��-0,� 2L D_o01 1_ 6-3-0 _1_ 22-6-1 1_ 6-3-0 _i fE 35-0-0 Over 2 Supports j R=2117 W=8" U=1240 R=2117 W=3.5" U=1240 PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STDG 18.2c4 FL/3/1/-/E/-/- Scale =.1875" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �- T C L L 30.0 P S F R E F R151--5420 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAT'. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR io T C D L 15.0 P S F DATE 11/09/98 PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACNEU STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I BC DL 1D.0 PSF DRW HCUSR151 98313006 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO y -..� ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAL LiNS NO BRACING OF TRUSSES. THIS DESIGN CONFORMS NIT" APPLICABLE PROVISIONS OF NDS (NATIONAL DE510 BC LL 0.0 P S F Hi E N G P B D/W P F SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONXECI IS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS To T 0 T.L D. 55.0 P S F S EON - 80939 EACH FACE OF TR'SS AND ONLESS OTHERWISE LOCATED ON TH[5 DESIGN, POSITION CONNECTORS PER Nov 09 '98 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.3 3 F R OM KS Alpine EI1s1Cty,F Pv338444,lI1C' COMPONENTRESPONSIBIFOR LIT YANYOIELY PARTICULAR F OR THE BUILDIUSSNG O IIS ONE THE TR EOSPONSI BISHOWN.LITY OF THE BU[LDBI N GITY D E S IGNER, ORF THIS � Haines city>F1 33844 ANSI/TPI 1 1995 SECTION 2. SPACING 24.0" (110743-SHIELDS RESIDENCE - T5-H3 11-SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 110 MPH WIND, 31.33 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #1 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 4" OC. W1.5X4 W5X7 � W3X5 = W3X5= W5X7 T2 W1.5X4 4 (A) (A) --, 4 0-5-14 L2! 0-5-14 +29-0-14 = W3X8(B2) W3X8= W5X7W3X8= W3X8(B2) I_ 7-8-15 19-6-1 _I 7-8-15 _j rE 35-0-0 Over 2 Supports —J R=2117 W=3.5" U=1240 R=2117 W=3.5" U=1240 PLT TYP. Wave TPI-95 Design Criteria: TPI STD I 18.2c4 FL/3/1/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO T C L L 30.0 P S F R E F R 1 5 1--5421 BRACING. REFER 7U HIB-91 (N ANDIING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR70 DR., SOI TE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 15.0 P S F DATE 11/09/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _1 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERtO BC DL 10.0 P S F D R W HCUSR151 98313007 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE IT ( �. A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AKD ' B C L L 0.0 P S F H C E NG P B D/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1111.... 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 CONNECTORC TO TOT.L D, 55.0 P S F S E Q N - 80942 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Na i, 0') 198 DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERInf, D U R.FAC. 1.3 3 FROM K S t4IIlI11C Engineered pt0(tI1CfS,Inc COMPONENT FOR RESPONSIBILITY AN YOLELY FOR PARTICULAR THE BUILDINGD USS IISOTHETDESIGN REESPONSIBILLIITY OF THE BUILDING IDESIGNER,USE PER THIS Ilain&City,FL 33844 ANSI/TPI 1 1995 SECTION 2, SPACING 24.0" 1 1 1 1 1 1 1 1 1 1 (80743-SHIELDS RESIDENCE T5-H4 13-SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 31.33 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #1 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5(R) III W3X5= W3X5= W5X5(R) 111 W1.5X4 � W1.5X4 4 4 0-5-14 0-5-14 k..29-0-14 W5X5 W3X8(B2) = W3X8= W3X8= W3X8(B2) 12-0-0 2� 9-2-15 I 16-6-1 9-2-15 I 35-0-0 Over 2 Supports �iwJ R=2117 W=3.5" U=1240 R=2117 W=3.5" U=1240 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/3/1/-/E/-/- Scale `*WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 30.0 P S F R E F R151--5422 INSTITUTE, 583 D'ON OFRIO DR., SUITE 200. MADISON, W] 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 15.0 P S F DATE 11/09/98 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 10.0 P S F D R W HCUSR151 98313008 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AN(I �� B C L L 0.0 P S F H C-ENG P B O/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROP ISIONS OF NOS (NATIONAL DESI G., w-- SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT,L D. 5 5.O P S F S E O N - 80945 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NOV 09 -9H DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D D R.FAC. 1.3 3 FROM K S Alpine Engineered Products,Inc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS IIHn1es City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - SPACING 24.0 ' (R0743-SHIELDS RESIDENCE - T5-H5 15-SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x6 SP #2 N: 110 MPH WIND, 31.33 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #1 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W8X8= W1.5X4 III W8X8 W1.5X4 W1.5X4 4 r T2 0-5-14 0-5-14 29-0-14 W5X8 W3X8(B2) = W3X5= W3X5= W3X8(B2) 2�� 0-0. 2� 0-I0 L_ 10-8-15 I 13-6-1 I 10-8-15 fE 35-0-0 Over 2 Supports I R=2117 W=3.5" U=1240 R=2117 W=3.5" U=1240 PLT TYP. Wave TPI-95 Design Criteria: TPI STD _18.2c4 FL/3/1/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151--5423 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE- PERFORMING THESEDFUNCTIONSDRONLESST01HERWISEDINDNCAMED, T0PICHORDFSHALLFHAVEPPROPIRLY ATTACHED TC DL 15.0 P S F DATE 11/09/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 *IMPORTANT, FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ; BC DL 10.0 P S F D R W HCUSR151 98313009 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, IN57ALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL -0.0 P S F HC-ENG P B D/W PF SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAGE OF 20GA ASTM A153 G 4 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 55.0 P S F S E Q N - 80949 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER fIOY"6.9 *99 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.F A C. 1.33 F ROM KS Alpine EngiamEs iry,d 339cts"'Inc' COMPONENRESPONSIT FORM AMYYLELY FOR P ARTICCULAREBUILDINGSS O IS THETDESIGN SHOWN. THE REESPONSIBILITY OF THE BUILDINGTY AND DESIGNER, PER THISa 1le;neN crty,F1 3ssaa ANSI/TPI 1 1995 SECTION 2. S P A C I NG 24.0 (H,0743-SHIELDS RESIDENCE - T5-H6 17-SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2 N: 110 MPH WIND, 31.33 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X7= 141.5X4 III 145X7 W3X5% T2 W3X5 0-5-14 ---7 11 E; 0-5-14 {�}29 0 14 145X5( — W1.5X4 III W3X5= 145X8= W3X5 = W1.5X4 III W5X5B1 B1) — ( ) z� o 1— 12-2-15 I 10-6-2 I 12-2-15 35-0-0 Over 2 Supports R=2117 W=3.5" U=1240 R=2117 W=3.5" U=1240 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18._2_c4, FL/3/1/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151-5424 BRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP[ (TRUSS PLATE IOR TO PERFORMING THINST UTE. ESEDFUNCCTIIONS. UNLESSNOFRIO DR., SU TOTHEERWISEE 200. DINDICATED, TOP ICHORDFSHALLFHAVE ETY PPROPERLY ARACTICES TTACHED T C D L 15.0 P S F DATE 11/09/98 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 10.0 PSF DRW HCIJSR151 98313010 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY BEV IATION FROM THIS DESIGN; ANY FAILURE TO Uyl— AT BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO _ BC LL O.O PSF HC-ENG PBD/WPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNSPECIFICION 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 TOT.L D. 55.0 PSF S E O N - 80952 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NOV �}) 'qg DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O U R.FAC. 1.33 FROM KS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS HainEs City,FL 33844 ANSIJTPIT1F10995 NSE CTR�ONGU E AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MONDAY prior to the scheduled meeting in order to be placed on the agenda for consideration. INCOMPLETE APPLICATIONS WI NOT BE PR D. APPLICANT NAME ADDRESS TELEPHON�E/ ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL:-7-0 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: ,l 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: / r 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f} Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "( l" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: 41 LICANTS SIGNATURE DATE 4 WNERS SIGNATURE DATE APPROVED : TREE CONSERVATIO OARD CHAIRMAN DATE .r . n"Ail trees to remaimtmt be barricaded of ea $minim(In of tree. gairrcac. �' = lace duriq� site clearing and remain in p pu,phases of consiruCwM T �r�� VT V r AOR A �Y 1 iiLl it�iYiUV AD Q z ,. Tree Removzl Approved as Noted 4 DATE : '77 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202' THE FOLLOWING FINAL INSPECTION ( S) HAVE BEEN MADE AND ARE SATISFACTORY : ------------------------------------------------- ------ -------------------------------------------------- ------ ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION CC : FILE CITY OF ATLANTIC BEACH, FLORIDA b App•ov•d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:y- "�"' 19� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Munson and Bryan Electric Co. � 'EC-0001713 .1423 ELECTRRQI,,CAL FIRM: MA ELE RE JOURNEYMAN `'� NAME "^ '�-'1�S QLQ�L±Z' ADDR't� :� T 11�.t�M�SI'de SlC' RFD BOX BLDG,SIZELL TPaa BETWEEN: e'y n0(e �v ' RES, ( `.l' APT, ( 1 COMM, ( 1 PUBLIC ( ) INDUS. 1 ) NEW 1-� OLD ( 1 REW, ( I ADDITION ( ) TRAILER ( ) TEMP. ( l_K SIGNS ( ) SQ, FT. SERVICE: NEW ("1 INCREASE ( I REPAIR ( 1 FEE CONDUCTOR SIZE f_�DU AMPS COPPER ^ ALUM, SWITCH OR BREAKER I PH W "/a� LT P UC Y EXIST, SERV, SIZE AMPS PH W VOLT RACEWAY FEEDERS NO, SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED I OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.30 AM►8, 71.100 AMPS. SwiTCHE9 INCANDESCENT FLUORESCENT &M. V. FIXED 0.100 AMPS. OV[R APPLIANCES BELL TRANSF, AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO, 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. 11 OVER 600 V. N0. KVA N0. IKVA NO. NEON TRANSF, NO. VA, MA. I MOTOR SIZE SWITCH I FLASHER EACH SIGN — • 1 FORWARDED S TOTAL FEES CITY OF ATLANTIC BEACH, FLORIDA Approv*dby APPLICATION FOR ELECTRICAL PERMIT / 4 TO THE CHIEF ELECTRICAL INSPECTOR: DATE:S�d.�L a 14Q-{ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECT AL LATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 'EC-0001713Munson and Bryan Electric Co. .14 23 ELECTRICAL FIRM: ^^ A E E NAME_-� b(OS�0 0�5 1� `�ADDRESS-- s1 de RFD-BOX- BLDG. FD ' BOX SLOG.SIZE VA ' BETWEEN: J �'tI e! ` `ef �r RES. (v/ APT. ( ) COMM. ( 1 PUBLIC ( ) INDUS. ( ) NEW (I-e' OLD ( 1 REW, l 1 ADDITION ( ) TRAILER ( TEMP. ( ► SIGNS ( ) S0, FT. SERVICE: NEW (-,/ INCREASE ( ) REPAIR ( ) FEE A-500 MCM CONDUCTOR SIZE I- M 300 AMPS COPPER ALUM. SWITCH OR BREAKER I PH 3W 1#d4V LT &Lt RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS I CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0,30 AMP8, 31.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT &M.V. FIXED 0.100 AMPS. I OY[R APPLIANCES I I I BELL TRANSF. AIR H,P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO, 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. N0. KVA I.I I N0, IKVA NO. NEON TRANSF. N0. VA, MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S TOTAL FEES CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE ?MEASUREMENT OF WATER DEIMAND FOR EACH MATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE, WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) L WATER CLOSET I EY WATCLOSET, TAMC OPERATED (4) L/ VALVE OPERATED (8) V BATHTUB/SHOWER (2) URINAL WALL LIP (4) f SHOWER GROUP PER HEAD (3) 3 FLOOR DRAIN (1) a SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) 2— COMBINATION SINK AND TRAY (3) r _WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) 1 DISHWASHER (2) Z WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCBE'i SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING AIH SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL. SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ^ICE MAKER (1/2) S SHOP (2) ® SURGEONS SINK (3) LAVATORY, SURGEONS (2) MM JACUZZI (2) V URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ JOB INFORMATION MAP SHOWING BOUNDARY SURVEY OF LOT 3 OCEAN SIDE AS RECORDED IN PLAT BOOK 44, PAGES 34& 34A ACCORDING TO THE MAP RECORDED IN THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. � �j� ��M;- �' CERTIFIED TO:JANET C. SHIELDS, STEWART TITLE OF JACKSONVILLE, INC., SUNTRUST BANK NORTH FLORIDA, N.A., WATSON & OSBORNE, P.A. 3120 BARBERRY CT NUDDLEBURG.FLORIDA 32068 (904)291-4958 FAX(9041 291-4964 I HEREBY CERTIFY THAT THIS l.9¢3as� ,u g9°Gc'jR..E SG.OG (M� c BOUN-DARY SURVEY d" ¢ k4rTS TT-E TECHMCAL SI AtiDARDS SE FORT'[BY TTM �� rt• � d'f � G �ENCTL`S O.QLA.( Tk�Et __ FL.ORII)A BOAR!?OF PROFESSIONAL SLR�'E}'ORS tlD�iAPf'ERS �— C-HAM-R 61G1`4,,FLORIDA.%D!�Tf\1STRATT\"E CODE.PLRSL ANT TO F• ° O ° �.� �, SESTIi)N 47_.01' FLORIDA STATUTES A.NDFURTHER CERTIFY TIiAT ° O f' I Q D�AicrE S G.rK THEE ' f (�7 THERE.ARE No Xj5n3LE FSCROACHAE\TS LPC\T'HE SUBJECT �,.. O PROPLRTY E.\CEPT.A5 SHOIA N ON THIS SLRl 11 o O K O SURVEYED Q� ° �• ° ! P VE NNO 0 THUR AIN B KING � — DATE � O �� PROFESSIONAL LAND SURVEYOR #4424 U NT.ESS IT BE.ARS THE SIGNTrLW AND ORIGAV-4 AL RAISEP SEAL V v O N OF A FLORIDA 110EtiCED SLR Fti"OR AND tiAPPER THUS FA 1P IS \ it, 2C• K" FOR LNTORIX-MON 4L.PLRPOSES O%a.Y A\'D IS VUT VALID ° 6` UNI�-�5 X t c o©� s FLOOD ZO v'E AS BEST ASSERTED FROM THE i FLOOD INSURANCE MAP, CONL\4Lr TTY PANE oir_ �S SES ci rY wArE� ANO o �" O EAfEMeu� NUMBER do ,9o I Q DATEW47- o °�Cqs—a24* W-- "t8,/9'r Q�°�.•�E.s—~ Q—SII:—D_�<v•OE�OxM� •�e4er�ORslUlE,Tw.�orrtrrWs�r�,.G.,�r.�f+►+��rCuw.-.f.r arrr xc io�rd � y4� - � 4-77"¢� 7 iv6lsrEG!E sr FIELD 800K do P:- G E(S)?or 27 ORCE �Q SCOL 1. Zp 5.89 69 ORA1 Gr IPJ GD S�fM, R WSION Lor Lor 9P!)A u .,o .FOR GENERAL NOTES AND LEGEND SLE REVERSE pEsaepnov 8r CITY OF C1 4&4jdw ti Office of Building Official } REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. Job Adfiee7s ` Locality Owner's Name vContractor BUILDING CONCRETE PLUM ING MECHANICAL Framing ❑ Footing ❑ Roug inng Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. 3 Wed. Thurs. Friday P.M. `7 l A.M. Inspection M e PNt,— - -----. p' �� ',-Final Ins, 1i-z Inspector /t /fit_r C �� _ AptAc- Certificate of Occupancy ❑ Date