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Permit 1587 Linkside dr (vault) ADDRESS / BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING Cj SLAB l y " J FRAMING Z/ COVER-UP ;2 �` 9T INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # /d �� INSPECTIONS ROUGH // — c '/ — FINAL / —FINAL MECHANICAL PERMIT PLUMBING PERMIT NOTES : a 08- �r ,•~," CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 r OFFICE:(904)247-5826•FAX NO.:(904)247-5845 } BUILDING-DEPT@COAB.US • r y BUILDING PERMIT APPLICATION DUVAL COUNTY &uii19, Atlantic Beach, FL 32233 S 11 NEW BUILDING 13 DEMOLITION RESIDENTIAL LOT LO K_SUB DIVISION b fr�n 7 J/7 ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL A.,r ""OES )G r ,,i - �' i' r 'on .`0 ,1�41 ❑ALTERATION ❑ACCESSORY BLDG. t i ❑REPAIR ❑PPOL/SPA ❑YES /A )JA IDO&'13 ❑MOVE OTHER p ❑NO ..b RTY OWNS . .„""'N b`; „Y fiii .N'�:'a r+ til,.,, ii.,; tTOt�wf';'p (I"„" *�''i"i ..H'"G"'tf.�� ,�#1i'I3;;,'•» 3 I' N t _.,,ne„vMjr,, P t,, 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: [�13 j,4/c�L d4✓ c kri=ix h O, -%it C, 16.NAME: _ 24.LICENSEE NAME: 00 v r 0 /� L-4,i7/ffc/L- 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 0A 18.ADDRESS: J a d A,), ADDRESS: ra rt��T rScA P4322-53 I'lAn,soN `AA 6 sY 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 120.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 37.61 .-55c 9'7-3 31+�Lz Vwt 0/a2 13.CELL PHONE: 21.C LL PHONE: 29.CELL PHONE: 1 d 1 g S�- 2 2 9 i-,4.t- 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: I w, Z,n� , 7?.. ` ii�� :~ .r 'at 6 On 1i4� ? I . �,. xr rE�14vir eth, ri e•�u e all. r'v?�i"nj 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. > WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. �:�,�g y �,�� '� a a i .9 �d�.� 4��iii fi� `��;�`�5 IIiP idip a��# , P6.. f�'';�p,�,„ � • � .,,,.�i x u,u.1'e,�i'`;'�. Signed: C Date: t✓7 Signed: s/ - Date: Before me this day of 2007 in the county of Before me this day of 2007 in the county of Duval,State of Florida,has personally appeared Dval,State of Floris personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. _ -D a f true and accurate. Notary Public at Large,State of_ L.- County of rL/��`�" Notary Public at Large,State f L County of [� EI Personally Known T ❑Pe nally Known ) / Produced Identification-^ N roduced Identification / Y Notary Signature: Notary Signature: Notary Public• to of Fbride • ="1v Com �� K. CU Mip r mission Ex ' Feb 14,2p10 ,,,'�.,,,, of FVorde ommission#DD 518533 Pd 9y National Nota COAB FORM BLDG ' I 3 - lbmmisslon xPtres Feb Z8,2010 ,r w,CPO �4 +F ryn Gommission#DD 523638 National N�`-4�` Bonded By 0(1 CITY OF 1*&ot e Teas! - 571oae'd4 800 SEMINOLE.ROAD --- _ Al LANTIC BEACH,FLORIDA 32233-544; TELEPHONE(904)247-5800 FAX(%4)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: 6 - a c� 9 G Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address / Sincerely, Building Department CITY OF 1*4vt4c Ve4d - 9&u�& 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)257-5800 444 ur 61996 FAx(904)247-5805 Centex Homes 6620 Southpoint Drive South Jacksonville, FL 32216 Attention: Bob Porter Dear Bob: There have been no Final Building/Certificate of Occupancy inspections performed on the following properties: 1. Lot 132 - 1644 Linkside Court North 2. Lot 113 - 1653 Linkside Court North 3. Lot 98 - 1587 Linkside Drive 4. Lot 117 - 1669 Linkside Court North Please arrange for a final inspections on the above properties as soon as possible in order that we may issue the Certificate of Occupancy. Please be advised that homes cannot be occupied prior to the issuance of the Certificate of Occupancy. We are still holding the Certificate of Occupancy on Lot 104 - 1617 Linkside Drive due to a problem with the drainage inspection by the Public Works Department. Please get this matter resolved as soon as possible so the Certificate of Occupancy may also be issued and the house available for occupancy. You are hereby notified that unless the conditions above described are remedied within fifteen (15) days from the date of your receipt of this letter it will be necessary to disconnect the water at all of the above locations. If you have any questions or comments please do not hesitate to contact me at (904)247-5826. Sincerely, Don C. Ford Building Official DCF/pah cc: City Manager �A CITY OF �,�P►" & tr /.leac,4- � Office Of Building Official REQUEST FOR INSPECTION Date �-- Time !1 --- — Permit No. f Ieceived .,4 CITY OF Jobd� /3e44r,.4-99&U-44a vner's Locality Office of Building Official 'me -- �_Contractor _____ 51144 �' ) __-_--_- '� REQUEST FOR INSPECTION JILDING CONCRETE ELECT'.•_ +V' / ming Footing " � ��'` PLUMBING MECHANICAL C 0 9 Y) Roofing _ Slab Rough C, C t t7� �I �' �� Permit No. � V dation Lintel Temp Pole Air Cond. & Date — Final Top Out ❑ Heating A.M. _ Sewer ❑ Fire Place ❑ Time t f Received P.M. READY FOR INSPECTION Pre Fab f J Qr'j �� Tues. F7 t Wed. Thurs. CA.M, v Locality '- €- Friday Job Address / tiar,Made _ �N A.M. Owner'sPM. Contractor Name �— 0, c---�—`�� • Final ins BUILDING CONCRETE TRIC PLUMBING MECHANICAL -- pectior� Framing ❑ Footing ❑ ough Wiring ❑ Rough ❑ Air Cond.& ❑ Certificate of Occupancy❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Date _ Insulation ❑ Lintel ❑ Final Sewer ❑ Fire re Fab El READY FOR INSPECTION �) Tues. Wed. Thurs. Friday A.M. action Made P.M. Final lnspecti ,ctor M Certificate of ccupancy E]M *TO 4v ! � Date t DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: -------------------------- ---------- ------------------------ _�C /i�� lam_----------- ---- ` C `-4 .4------------------- L� ----7----- Enclosed are the blue copies of the permits. SINCERELY, BUILD NO INSPECTION DIVISION cc:FILE t CITY OF 4&094C l2 - Office of Building Official REQUEST FOR INSPECTION Date_ Permit No. Time A. , Received ! P.M Job Addres Locality � C Owner's N __Contrac r UILI?ING \ CONCRETE ELECTRICAL PLUMBING MECHANICAL Fram Footing _ Rough Wiring - Rough ❑ Air Cond. & �. Re Roofing Slab _ Temp Pole Top Out 7 Heating Insulation Lintel Final __ Sewer r;; Fire Place Pre Fab READY-.FOR INSPECTION A.M. Mon. Tues. Wed. Thurs, Friday P.M. A.M. Inspection Made ��-'12 s'1 _P.M. Final Inspection Certificate of Occupancy Date _ t t TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address r� % / -iT dRexVux d*u. Please update CITY OF ATLANTIC BEACH PERMIT r�:S An S J BUILDING / ZONING DEPARTMENT APPLICATION # 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 "1 (904)247-5845 Fax www.coab.us APPLICATION TRACKING CORM R UIRED DEPT: N PLANNING Property Address, Kms& -lb-f- Z Y BUILDING PUBLIC WORKS AppRea>I t: V PUBLIC UTILITIES Project: zn 11 C� ' Ffn�� Y FIRE DEPT. Y N PUBLIC SAFETY U) APPROVAL w U o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: w 0� Y N D.E.P HUFSTETLER C¢ 0 Y N S.J.R.W.M. CARPER LU _ Y N ARMY CORPS of ENG CARPER F- O ,Y N HOTELS 8r RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INIT L: DTE: ® ® 1 ST REV ® 7 PLANNING � ® ® 2ND REV BUILDIN PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments into the AS440. HAY' 03 '96 11:17 CLARSOH 819 P021 Li I • MAP SHOWING BOUNDARY SURVEY OF AARr of ZarS 40--A�D $5 AS SHOWN ON MAP OF ..SQL VA L 1A4V5142e 41 V/r 2 AS RECORDED IN PLAT BOOK 47 PAGES 85-868-OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: C4N-roX W47A665 ar�PP IO'llt lk/ NOTE, BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PIAT. Ae0J"—'r1TYAT atJ X0,47 fNG (/if.Oy) V—wagDET/C'41�gtWe pAYbv 0�/yY9 N0 re-' SFE" ATTACHED l MA! DEsCRiror�dN. _ �►/__�___, l/"IrS/O4�5 DiV/V- iso Ri6ar yr Iver) ,ark°Z6`rZl�" fPr/dOB,I$' Ar86,6&' ' A Tr !IF. , 6t Q n pQ'• .'' ' ti N v` Dow Ile NG'4sf s ' J vi y ,,� 7 S 0 ,AC!'' W �"Jaw INRw f 4vIN/if1 fddD� ��1 �ltlj 0i w 3Tt/cCO Q Ll14q #15$7In A 14 ~� ti � W y V b � � `� doyllueltD Poxa�1 IN00 OR j9RA1,V � -- 1 EA3EM6Nl 90R oerfae-ld Access roR A!ouY v'v.vcE `� w !tease o�' w,sira bE > ,. 6 R� `�- 20 DFr'Ai.�/NGA' l�SE,WEh'T ; g � 319 J(;!',� - 00 w — 5.5.50 CITY OF ATLANTIC BEACH - 800 Q 800 SEWNOLE ROAD,ATLANTIC BEACH,FL 32'133 O V ' I I OFFICE:(904)247-5828 a FAX NO..(904)247-5845 / SU&D NG-DEPTGCOAB.US r BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2. FT.UNDER VALUATION OF WORK: 3,SCt ROOF / S ®v `�j -) 1�:>Gi��+I , Atlantic Beach, FL 32233 4.LEGAL DESCRIPTION s. WORK U STRUCTURE ❑NEW BUa.DING ❑DEMOLITION RESIDENTIAL LOT 1 _SUB DIVISION J-iA-, ` S 10 E ❑ADDITION ❑CONVERTING USE ❑COMMERCtAL 7.DESCRIPTION OF WORK: I❑ALTERATION ❑ACCESSORY BLDG. IL FIRE SPRINKLER ❑REPAIR ❑P,0OL I SPA ❑YES ZMA ❑mow VbTmo 0 N PROPERTY OWNER: ACTOR; ARMTE TIENGINEERs. 9.NAME: 15.COMPANY NAME:. 23.COMPANY NAME: 16.NAME: _ 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 9'6 kP'k4k 5; 26.ADDRESS: l �-tn• i, intA i=L3 2 3.'> Ja-13i50A,1 `m -3I-&Lt-o 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE-: 12D.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 3 7-e> 1 5-1,5 2- 13,CELL PHONE: 21.C PHONE: 29.CELL PHONE: 4 f C`') crs�'- �S 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER:- BONDING COMPANY. IiAORTGAGE LENDER: OF oTWR rNM OW14Erst 31.NAME: 33,NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as Indicated. I Certify that no wok or illation has commenced prior to the issuance of a permit and that all wok will be performed to most the standards of all laws regulating construction in this jurisdiction. This permit Mmes null and void if Work is not commenced within six(6)months,or N construction or wok is suspended Or abandoned for a period of six(6)months at any time after work Is commenced. I understand that separate permits must be secured for Electrical Wont,Plumbing, ns,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S ILMOMT-I certify that all the foregoing information Is accurate and that all wok will be done in compliance with afi applicable laws regulating construction and zoning.I will not occupy or use the referenced building or any part therof,u rd all inspections are Inaied and prior to obtaining a certificate of occupancy or completion rued by the building official,as required by law. WARNING TO OWNER: -k YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER o=AGENT CONTRACTOR (If Agent of Aoney Letter R"W.. Only} Signed: 7 signed: Date:-h f Before me this day of 2007 in the county of Before me this!?�fl_day of 2001 In the county of Duval,State of Florida,has personally appeared 1.Sfele of F personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of � County of-Dti VIA Notary Public at Large,State f County of I L 13Pmsonaty Kram 13Knoum t.� uced Identification- used Identificedon Notary Signature: Notary Signature: t ._� Notary Public- of Fforida f r.1+Commission E t<. CU NI �� Feb jd,20fa "•,•, of Fn Commission#DD 51$533 t�tY PUBS--- p�:_ �e�.Y =��r� ! xpi as Feb 28,21110 r, y Bpd 8v National Notary Assn, COAG FORM BL I 3 6rsvur� #Dc)523638 + •o`_= COtnmission 4. Bonded By �lationa I N�'a�r ^ g^ CITY OF ATLAINUIC BEACH PERMIT . . ii BUILDING/ ZONING DEPARTMENT APPLICATION# 500 Seminole Road ~- Atlantic Beach,Florida 32233 1 /(404)247-5$00 1-0 —(—(404)247-5545 Fax www.coab.us APPLICATION TRACKING FORM R UIRED DEPT: /� /f N PLANNING Property Address: I k-IJU !11��'f. Z Y N BUILDING PUBLIC WORKS Applicant: PUBLIC UTILITIES FIRE DEPT. Project: /�� a /1 tX ' 7 C.1 I Y N PUBLIC SAFETY u� -APPROVAL v O REQUIRED AGENCY: RECEIVED BY: INITIAL E DAT w w Y N D.E.P HUFSTETLER 0 aa Y N S.J.Plw.w CARPER Ui _itY N ARMY CORPS of ENG CARPER F- O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP BY: INITIAL: DATE: ® ® 1 ST REV _ PLA NtNG - ® ® 2ND REV ING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV 10 10 1 Return this Porn to the Building Department once you have entered your comments into the AS400. Ni'( 03 '96 11:17 CLARSON 819 P02 L. I f.e=w MAP SHOWING BOUNDARY SURVEY OF _ r in, z lr1".5 q sgA,a 99 AS SHOWN ON MAP OF SEt VA Z L.4 /l', lVe 41AIrr 2 AS RECORDED IN PLAT BOOK 47 PAGES -4--8-4 A.OF THE CURRENT PUBLIC RECORDS OF DUVAL CO.. FLA. FOR: CEN1"�X �Aiy�'.S L��iif�RT/d1V NOTE- BEARINGS SHOWN HEREON ARE 13 ON THE ABOVE MENTIONED PLAT. aarE: - .aer srn�rc�rsaiat .a s.o.vD aq vEric^�A .ec rvv O/"i9r7 111VIV51Dle5 Drp10 R* ,, •,.: mss• ... ; � 4 3, it'll 7fj �a��r b -� � '' '• � rel 1 �o.s• Aqt U�q CI Q •1► A .�t.•'fi5.00 r c� A1A,11sp w'doaR Oil 0411) T v� 4 qIZ psM .a v 1h. `t+3 epprov I d i tOPm"t ngU►al m but does t4 oust for 'ofFicuids Its. ` y 4141str . locet, State � 41 t e9C nts $ reach d Y sum" PP � = aoveureQ PbKe�t ' O �; q 4 Morwad 4t W l o �'A3EMErVI FOFq 06'TENf'id .4c'-e55 fs"w MQ/!., A/p vtE l9 a; Ae � 96 CITY OF 4JVC c- � Office of Building Official REQUEST FOR INSPECTION Date _ Permit No. Time10 A.M. Received PM Job Aglftss Locality Owner'st Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 12 Footing F] Rough Wiring ❑ Rough L7 Air Cond.& C Re Roofing LStab CJ Temp Pole 0 Top Out ❑ Heating insulation ❑ Lintel 0 Final 0 Sewer Fire Place f f,I READY FOR 1NSPECTIOI`Y—K.j re Fab Mon. Tues. Wed. Thurs. Friday .P.M. A.M. Inspection Made P. Inspector --- *— - e�--f Final inspection C3 p Certificate of Occupancy D Date 10 a 0- -Ann- 0O3 G. 1i. TIC BEACH CITY OF ATLAN y' 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 . INSPECTION PHONE LINE 247-5826 J j3 Vii. INSPECTION EMAIL REQUEST: Building-dept(ir oab.us Application Number . . . . . 07-00001614 Date 12/05/07 Property Address . . . . . . 1587 LINKSIDE DR Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 ---------------------------------------------------------------------------- Application desc INSTALL 6 ' FENCE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WOLF, BOB OUTBACK FENCE & DECK INC 1556 SOUTH STATE RD 53 ATLANTIC BEACH FL 32233 MADISON FL 32340 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/02/08 ---------------------------------------------------------------------------- Special Notes and Comments *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. *EMAIL INSPECTION REQUESTS TO BUILDING-DEPT@COAB.US ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF / 09 ?'_r Office of Building Official I O -7 l` REQUEST FOR INSPECT, .110- 93--" 1-0— 9 Dated M � Permit No. Time r A.M. Received P.M. Job Addres cality Owner's Name _ Contractor UILDING CONCRETE LECTRtCA �PLUMQ CHANtCA ___ Footing Q Rough Wiring Q Air Cond. Re Roofing Q Slab Q Temp Pole Q Top Out ,Heating Insulation Q Lintel Q Final Q Sewer Q Fire Place CJ Pre Fab READY FOR INSPECTION A;M; Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made %/ �5 —�� Inspector inal Inspection Q Certificate of Occupancy n Date _ // l NOTICE OF ADDITIONS or • " • 1 • NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted &77 A) c 15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- .PLUMBING ment for an inspection. Field Inspectors , a are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. B1 Mf- 4 DEPARTMENT OF a ' CITY OF ATLANT104 ACH , *: __.-_� LOCATI N INFO RHATI1w3N Permit 10993 . Add esss 1587 LINK5II}E DRIVE Permit Typa. MECHANjCAL ATLANTIC LEACH, F'LOR'IDA 52233 4 l ass of ok: NEW LEGAL DESCRIPTION - Const r : Type: WOOD FRAME Lot 8I lock; Section Proposed Use: SINGLE FA ,ILY Township`"< RNG 0 Dwellings: 1 Coast 0Sub ivision; SELVA LINKS DE Estimated Value. a�0:04 Improv, Cost: 00 Total Fees: $4100 Amount Paid' $41x00 D . mr4-Y CENT $AL 44 EAI` AND AIR, IN .N CINE CATION FEES .,`..� . Add r,"�+ DRIVE .T NA "EN IMPACT FEE $0 ,00 EACH, FLOR WDA )33 IMPACT FEE $0 .00 Ph 2 991, A; AL yY INF'QAIMAT ON -- RA N, CART 5' % $0 ,00 Name, N I A .T & A:P ITAL IMPROVE. $0 .00 Add a '4 SU E� R.O SE E .,.TO SC1 .00 License: CAC 3, Ty 0 MSEC B INPACTi FEE $0.00 C3 ST,S RCHARGI .00 SCHAR+ E/ATL w SCH. ! 0 NOTES: NOTICE--ALL CONI`:R TE,F +IMI'AW FOOTING$MIDST BE`IN ECTED I II;f`i�RS POURING'_ PERMIT ,SIX MONTHS AFTI R DATE Or ISSUE BUILD 14G MATERIAL RUBBISH AND 'RC THIS WORKMU BE.PLACED IN I VBLIC SPACE;AND MUST BE CLEARED UP AN[)HAULED'AWAY BY EITHER CONTRACTOR OR OWNER TAILURE ' 'C3` CC! APL WITH THE MECHANIC'S` LIN LAW CAN ULT IN Tom' Rt�P T I I 'A 1' f T 'ICE* T H LOINO NOROVE Eh1TS" ISSN A�000ROII TQ APPRQVED'PLANS WHICH ARE PART QF THIS PERMIT AND SUBJECT TO REVOCATION FOR l� ON flE APPLICABLE PROVI ,IQIVS Qt=I.A0004140 4444OK"W, ra I I 00'bi � � } #I � �I r ATLANTIC BEACH BUILDING I)EPARTMEN"1" k N= BUILDING AND 'ZONING INSPECTION DIVISION CITY. OF ATLANTIC.8CACH bTLANTIC DEACN.FLORIDA 78238 APPLICATION, I~,C)�, ,�viECH.,ANIC�L• PERMIT " CALL-IN NUMBER - k: IMPORTANT--Appl court to complete all items in sections 1. 11,111. and IV. LOCATION s►r..t Aeerat: ��`��..�� I Q� -D L OF Iatenoclix9 Slreelst l•twoen ATT.AN11C B1111D And- SEMINOLE ROAD BUILDING S44096" CRT.YA. L?.I3KGT 11. IDENTIFICATION ---To be completed by all applicants In considorotion of parmit givo.t for doing the work a1 do►crlbod in 11.o obey stotomoal we Aoioby 09,06 to po•le••a to;d ..o•i .• e::: a••:• with the 6I14c►ud pions end speclficolions which Ore 1,p tt:6eteof and in occwd&aco was the CGty of Jecl►onvWo old;-e•ces ••a : • :. a: of good pack• listed theism. Nowa of L4*'tke4icei Confractors Ceel••ctor (1040) MANDARIN HEATING' &' AIR Metter CACA12623 He'wo of1 Property Owner CENTEX HOMES s4ASNro el Owas si9n.fw. .r W Arthsitel Alex# Atchitect or Engines 111. GENWAL INFOWATiON A. Type of lieotiag IYeh IS OTHER CONSTRUCTION BEING OoNE ON �ffoctnc THIS BUILDING OR SITE 7 YES O Ge•—❑ tl ❑ NoNrol Q Central Utility IF O 09 -egPERMIT GIVL`kf �,OO CONSTRUCTION r^ (� O 0" — Speciy IV. WX:* NICAL WIFIA&HY To EE INSTALiltp NATURE OF WORK (/tame co+wpbfe IW'o(compoisesN oa bad of this kris) �I3'7)3831donllal or f Commercial A" Heat Q Spec 130ts Rresuad -1nfnl LJ iiow.. Eel Niw Building .L7/Air Coo";"69i ❑ QQ in) ❑ Existing Building r Sytteatl MaIW6- ' - Tho 1jM ❑ RePISCOMPI of existing system 1614"unt apocity— , �g•{ AB-INew installation(No system PlOVlously installed) O Rof►igenfioa ❑ Extension or add-on to existing system C3Coof69 b.«: Cop.dy ❑ Othet— specify 4�+a• Q fire speiWo s: Number or hw�_....��,,.' —_ O Elevelor Q Moalih ❑ Escalator. �.(tNlraberl THIS,WACE FOR OFfICE USE ONLY O 6e644ae pYtwptr (avmbet) :;t (R•o+N+dJ r•� Tea11 F" v (aYatbol) . i 4 •. _Retaar�l LK nista'-- Q uefirml pressYre vena x - o E.o«. ►.rtttll Appnewd by .___— a'- O Cl" $"COY ►OMat Fee LIST ALL EQUIPMENT ADL CON=ONING AND REFRIGERATION;E ULFUIM Number Vatt�t DwcrlpfJ,op ]tIoM1 Nturtbar 3taautasht:ar ,&;)y ApptovlV4 all 7.7 77 777 t ,. CITY OF ATLANTIC BEACH, FLORIDA a , App►owdby APPLICATION FOR ELECTRICAL -PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE;_,` 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. .1 // a) eel ELECTRICAL FIRM: MASTEII ELECTRIC16N NA ��ADDRESS: i� dl� . RFD-BOX- ME BLDG.SIZE BETWEEN: RES.,K APT.( ) COMM.( ) PUBLIC,( ) INDUS.1 ) NEWAOOO, OLD 1 i REW.{ 1 ADDITION( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SO. FT. SERVICE; NEW, INCREASE ( 1 REPAIR ( ) FEE _ CONDUCTOR SIZE AMPS 150 COPPER I ALUM.b<'- JMTCH OR BREAKER AMPS PH W 24dVOLT HAPEWAY EXIST.SERV.SIZE AMPS PH • W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 1.100 AMP6. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OV[R APPLIANCES I I BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT B•1OVER , MOTORS H;P, VOLTAGE PHS N0. 1 tI.P. VOLTAGE PNS f ' //C��tl S__ C//F !3 e=t- Office of Building Official REQUEST FOR INSPECTION Date /0 _ 1. Permit No. Time AM A.M Received PM. Joe Address Locality Owner's Name _ _Contractor BUILDINGCONCRET ELECTRICAL PLUMBING MECHANICAL Framing oting Rough Wiring f Rough ❑ Air Cond.& Re Roofing Slab Temp Pole [' Top Out ❑ Heating Insulation C1 Lintel 7 Final Sewer Fire Place U Pre Fab READY FOR INSPECTION A.M. Man. /Tues. W(,�ed. Thurs. Friday P.M AM Inspection Made r ~� PM. Final Inspection 'l Certificate of Occupancy *'�} 1 Date _�Y — z, Psa A 10874 OEPAmw NT Or sulLbING CITY OF ATLANTIC . .._ "kRMIT I KPORMAT 1,04 I NF4RMA'` CrN -------- rni ` Numbbchr. IUf374 Addr�� 8 , LIN a�II7E I�FtIVF P4 :e: P01413INC '� A ' AN I ' BACK, FLORID1 223 CIWr,r:k: RZ " .. � .�. �,� ,€. tAL bICRIPT IDN C -- -� Lot5r T P x 4flIFI � Section* Fropo$(*us T- ow,- iP s > RNC; Dwe II in I C €, ire LINKSIDg " Mot_ at 4d, tu� 40-y�yj:00 . t1Ry��bq 5mp X # K�LyyT•. 1�'�yk t f `}0 4jyj w�YYy}0 llt 4/ . ! IN NEW RAMEX 21 CAT "CITT-OF PERMI" '._ . 50 A " 3 R AT PACT Ci CN FLOR'I D 3 ,S N FEE `0 d A RADON OAS-H.R. $4 .00 T ON Na y: CSI R PL l A TA ,IMPROVE. S0 ,00 , ' A wm x7AC ILLL; FLA. 3 �I4 CR�3ES CONNECTION .oQ '��*P = 4 SEC IMPACT FEE 0 .}00 NOTES: NOTICE--ALL CONCRETE.F 3RIWIS'AND FOOTINGhS NIU '°Its iNl "BEFORE POURING ; , PERMIT VOID SIX MONTHS AFTER�3A��'43F IS�11E BUILDING MATERIAL,RUBBISH ANIS D58RIS FROM14 WORK MUST NOT#�E PLACED IN PUBLIC SPACE,AND MUST 8E CLEARED UP'AND HAUL ED AWAY BY"EITHER GC1AtTRACTC3R aR'oWNE� isFAILUR Q " PLY WIT-KTH " ECH .. � LT �N NGTW CE F?!,T IN, 'IMPROVEMENTS ISSUED 000ADING TO APPROVED PLANS WHICH ARE PART©F"THIS PEAMIT AN' 'S�6�EGT T�► C A�`II3N til " U# ttx1 OF CABLE PROVISIONS. P LAW. '" Ott "i�t�I� Ili � aQOitii� ATLANTIC EACH BUiLCINGOtPARTMENI' i Lm BY: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 1 JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: ;jc)q TELEPHONE NUMBER: OLO4m STATE LICENSE NO: r TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWIN IXTUR88 INSTALLED SINKS SHOWERS LAVATORY MATER SEATERS 7FBATH TUBS DISHWASHERS URINALS _ I DISPOSALS S,-CLOSETS WASHING MACHINE FLOOR DRAINS { SHOWIER PANS OTHER I �� in t� TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ 100 - clj�-j i ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION"OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 E 1080 S i �` �y{y iy�) }yA per^y� (,,� g �{*�f '� .q�d#rl �t OGI "3 +�N4"#M. r'wi" I1 T � lJ G7,fia.tAf�A .?i } e.t�'g�;a��i.1 �� r�,,.��rr _ ��a�� ..�. x ; a :rmit 'Number* 10806 A ddress i I T�NIKSI'DE DRIVE e 'it Ty BUILDINf A'I` ' C SE�,CH, , FLORIDA: 32233 C l Type: WOOD FRA] Rlass of ,work: NEW ' ' Lot .* 3 CfCr" a" C t► i. ' C3 C3 !d } t �$I1 SLR VAX RNG* 0 � a T �Y1ffi : GC fie: bdl'Visi- � EjLVA LINK.SIDZ 2 imted Value: $8262 Improv» csZt<$ Total re, $2'741 , " A un y 27411. Nanong�, HAP 'LR R 1T " $603.00-"' ddr NT DRIVt �t UT WATT " I;CT CIES 1 ORTDA3 0. # Ph �. 1 E lye a -R.�'3."S. $6.35 " ddr .y �@* arm .y`A {_yp�.ym 1� y0.00 4ACKA Z' PL 3 2 2 G� kr a C 3NL RC 1 s 3 u► 6a s Typo S 1,1iCT 102E 4 RS2. 7 �ARt3£ 6.05 yr - ,ppmrYNSUdppq mstzw y 45, p �f +` NaricE�-att carvca R aMo�oat�a�ras> uT air�r + crl # ; � N PERNHT VUID 51X MONTHS TER Q{"t t I$ - 'iX•Y. `" +,S ' t, ': fl 'C ,� -, .v � fir, n _ ... } . #yATERIAL,R[!BB#SH"1�ND DE�JI�1S t!SQM"THtS W�?(�K MUSS Nt�t`B F't�A+�SU IN PUBLIC SPA�S,'AIUIJ MUST BE 4 UP AND HAULED AWAY SY EITHEI(CONTRACTOR OR OWNER � t THS RPETY C) N Y#NGTWIC FT # � EIETS ISS" ,,4" .ACC©R©.#NG T(J APPRQVEp Pk.AS WN#CH ARE"Ra1T t THIS"PEfhAIT AtV©St1BJET TC}# E/ CATtt? t. i vlo ON OP APPL1CABLE:P a c)F LAW. OW 54 aw ATWW*,B A rM NT. : 001000TIOW .: CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address /` G /N t-S ( © C- Date 3 O Sr Heated Square Footage '7"c_@ $ J'S per sq ft 7, Garage/Shed f @ S a C) persq ft = $ , D �� Carport/Porch �� __@ $ �y 4 per sq ft Deck @ $ per sq ft Patio @ $ per sq f t TOTAL VALUATION : $ _ -260-00 Total Valuation 1st $ 50,606- 2-2, &-7-1 0,60632; &z1 132oo $ /32_c%o. Remaining Value $z{. per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $ 717 (( ) Fireplaces @ $15 . 00 $ ' /-F, BUILDING PERMIT FEE $�_ 6C)3.©O WATER IMPACT FEE $ t/.30• ©O SEWER IMPACT FEE $ �e 2AC-D. 0� WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP S (/3L'c� RADON (HRS) . 0050 SECTION H PAVING ( ) S HYDRAULIC SHARES S CROSS CONNECTION Q3trSURCHARGE . 0050 $ �r,--or /-__,;7 2- OTHtR $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: w ' n r aT' Y OF ?ROPERTY AESCRIPTIOR SEP 15 1995 tic �eac! - 1�lo2cda _ot 0_ Block • Section I-,-,2 p �t 7160CE:AN BOULEV"D --- --— ----- Building and Z4n1n N77C P.O.BOX 25 BEACH,FWRMA 32233 iubdiviTELEPHONE(90t1249.2d95 saion: e�vCa._�i�1L�,�e,.�_____ street Name / __ DESCRIPTION OF WORK sr Addresses IS in a FLOOD HAZARD 'lood Zones___,_- -area complete page 3. Brief ` Description s'J('JY- e pGLvn _�---------f --- Class of Works C New/Remodel/Addition)_ e :CHING INFORMATION Type of y Constructions-S1 :oning Proposed J +istrictI -UaesEstimated Vilue a_-Jj-� C( :xceptions or Materialms ariances Granteds - ---S_ - ------' Solid or -------- Filled Grounds OWNER INFORHATZON Method of Hastings Property Owners__.,,0 L _ �( /� S '��( Phones !!ailing - -------------------- -------------- Addreass_&LJQ-5() 'kipU " f MSc c.ksa nv 11 Zips_3a" CONTRACTOR INFORMATION Contractor s--(2p Hallin �,------------ PAones ( - --- Addreee s __ CLC_�`_<,Q �1 v Q-i• ---------------- ------ Zips_ }------ rr��y ____ _ License Number s Ex irwtion ,.,�lJ==-'�� _-�_-------------- Dates --�--��----- I "CREST CERTIT'Y THAT I NAV[ READ AND EXAMINED TMIQ APPLICATION AND XHOW THE SAM[ TO •E TRUE ? AND CORRECT. ALL PROVISIONS Or TNR LAWN AND ORDINANCES GOVERNING THIS TTP[ Or WORK WILL •E A �r COMPLIED WITH, WHETHER SP=I!'I[O HEREIN OR NOT. THE ORANTINO Or A P[RNIT OOCS NOT ♦"[:UMC TO}+1aJI DIV[ AUTHORITY TO VIOLATE ON CANCEL THC PROVISIONS Or ANY FEDERAL. STATE OR LOCAL RULES. r,�,, r♦ AEOtILATIONI. ONOZNAIICEs<� ON I.AM! IM ANY MANNER. INCLUDING TNC OOYERHINO Or CONSTRUCTION OR TNC PERFORMANCE Or CONSTRUCTION Or TN[ PNOAtCT. I UNDt"TAWO THAT TNC ISSUANCE Or THIS PERMIT I+ `I-� •,+,..... CONTINGENT UIOH THE AaOYE swvvNATIGN BEING TRUE AND CONVECT AND THAT TUC PLANS ANO SUPrORTIMG f►, DATA NAPE Rt[N OR SHALL NE PROVIDED AN RE AICD. •f' ifl� � - !�/� f6 r �S Owner Signature _ Date _2 9 • = EE - �2ss Contreatnu- Signature_ -_- _ --_---Date _--------- F[.00DPLAZN DEVELOPMENT INFORMATION A Type of Developments--- �------------------------------------ Flood Zone 3__- - N-- Required Lowest Floor Elevations ------- 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 ELEVATIOIt is equal to or above the base flood elevation established for that zone. No final inspection will be ludo and no cartificate of occupancy vill be issued until the survey is on file vith the Building Department. COMMENTS: Applicant Acknovledgements I understand that the issuance of this permit Isis cont:LnV&nt upon the - above information being correct and that the plans and supporting data have been or shall be provided an required. I agree to comply vith all applicable provisions of Ordinances Ito. 23-7-11 and all other lava or ordinances affecting the proposed development. Data-----�- -__Applicant's Signature-------------------------- ------------- ----------------------------------------- Department ------------------------------ ------Department Una R4quired Lovest Floor Elevation __ ___________ Agg Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative • page 3 A CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee . FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER 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) ! 'Z WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) ( COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) / DISHWASHER (2) L, WASH SINK EACH SET OF f� FAUCETS (2) YI?CllEli SINK (2) DENTAL LAVATORY (1) __L_KITCHEM SINK WITH WASTE '3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) _r_BIDET O URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (S) 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) JACUZZI (2) 0 URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS r. S ! $20.00 EACH = JOB INFORMATION /', ��ti Vs(Ot4- r• Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 98 SL 2 BUILDER: CENTEX AND ADDRESS: 1587 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5. 1344 .00 6. Predominant eave overhang ( ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 138.90sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 147 . 00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11 .00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1344 .00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: Gj'- �� -95' 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. ( Q OWNER/AGENT: C�a,0,_,V BUILDING OFFICIAL: \ - \- DATE: DATE: (D ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- ) WATERHEATER. . . . . . . . . . . . . . . . 0.88 0 .96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Cn)-, �u Date: City/Zip� iJGl1t,A<x-�-F 3�?� G Florida E ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 98 SL 2 BUILDER: CENTEX AND ADDRESS: 1587 LINKSIDE DR PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_I 21_I 31_I OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5. 1344 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 138.90sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11 .00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1344 .00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: C��Le ,( compliance in accordance with Section DATE: 9-/1 ;'� 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: 06_t'&4' �('f { BUILDING OFFICIAL: DATE: q-/' -7, V DATE: ` _ D-0 --j Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 98 SL 2 BUILDER: CENTEX AND ADDRESS: 1587 LINKSIDE DR PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_I 2I_1 31_I OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1344 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 138.90sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11 .00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1344 .00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10 .00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0 . 88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: �(Z4 jju" compliance in accordance with Section DATE: _ _9-/D � �--- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: ��(� ��` BUILDING OFFICIAL: DATE: 0-/a- S DATE: ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- - ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS ------------------------------------------------------------------------------- N 80.40 65.8 5290.3 DBL CLR N 15.0 38. 3 .94 537.2 DBL CLR N 42 .0 38.3 .94 1504.0 DBL CLR N 11.7 38.3 .94 419.0 DBL CLR N 11 .7 38.3 .94 419.0 E 9.00 65.8 592 .2 DBL CLR E 9. 0 79.7 .94 677 .8 S 28.50 65.8 1875. 3 DBL CLR S 24 .0 66 .2 .90 1432.6 DBL CLR S 4 .5 66.2 .90 268.6 W 21.00 65.8 1381.8 DBL CLR W 15.0 79 .7 .94 1129.7 DBL CLR W 6 . 0 79.7 .94 451.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,344 .00 138.90 1.451 9, 139.62 13,265.28 ( 6,839.83 -------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 . 0 .9 849.6 Ext Wood Frame 11 . 0 944 .0 1.70 1604.8 Adj 149.0 .7 104 .3 Adj Wood Frame 11 . 0 149.0 .70 104.3 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1344 .0 .6 806.4 Under Attic 30.0 1344 .0 .60 806.4 FLOORS--------------- Slb 147 .0 -37 .0 -5439.0 Slab-on-Grade .0 147 .0 -41.20 -6056.4 INFILTRATION--------- 1344 .0 8 .0 10752 .0 Practice #2 1344 .0 8 .00 10752 .0 TOTAL SUMMER POINTS 20,511.80 I 14, 182 . 15 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 20,511 . 80 .37 7,589. 37 1 14, 182 . 15 1 .00 1 . 100 . 340 .860 4,561.55 WINTER CALCULATIONS ******************************************************************************* BASE __= I =_= AS-BUILT -------------------------------------------------- GLASS---------------- - ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS ------------------------------------------------------------------------------- N 80 .40 -10.6 -852 .2 DBL CLR N 15. 0 7 . 3 1. 10 120. 1 DBL CLR N 42 .0 7 .3 1. 10 336.2 DBL CLR N 11 . 7 7 .3 1. 10 93.7 DBL CLR N 11.7 7 .3 1. 10 93.7 E 9.00 -10 . 6 -95.4 DBL CLR E 9.0 -9.2 .84 -69.3 S 28.50 -10.6 -302 . 1 DBL CLR S 24 .0 -28.4 .96 -652. 1 DBL CLR S 4 .5 -28.4 .96 -122 .3 W 21.00 -10.6 -222 .6 DBL CLR W 15.0 -9.2 .84 -115.5 DBL CLR W 6.0 -9.2 .84 -46.2 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,344 .00 138.90 1.451 -1,472 .34 -2, 136. 96 -361.59 --------------------------- NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 . 0 2 .2 2076.8 Ext Wood Frame 11 .0 944 .0 3.70 3492 .8 Adj 149.0 3.6 536.4 Adj Wood Frame 11.0 149.0 3.60 536.4 DOORS---------------- Ext 21.0 12 . 3 258.3 Ext Insulated 21 .0 8.40 176.4 Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1344 .0 1 .2 1612 .8 Under Attic 30.0 1344 .0 1.20 1612.8 FLOORS--------------- Slb 147 .0 8 . 9 1308. 3 Slab-on-Grade .0 147 .0 18.80 2763.6 INFILTRATION--------- 1344 .0 7 .4 9945.6 Practice #2 1344 .0 7 .40 9945.6 ------------------------- TOTAL WINTER POINTS 13,817 .44 18,382 .21 -------------- ------------------------------ TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 13,817.44 .55 7,599.59 1 18, 382 .21 1.00 1. 100 .500 1.000 10, 110.22 ******************************************************************************* WATER HEATING ******************************************************************************* BASE __= I =_= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .88 1.000 3803.0 1.00 11,409.00 SUMMARY ******************************************************************************* BASE __= I =_= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 7589.4 7599 . 6 11409.0 26,597 .96 4561.5 10110.2 11409.0 26,080.76 ***************** * EPI = 98.06 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- i AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: �r�o,�f.� uYfx�� i �� -signature: L ,� �}� �; Date: City/ZiC��z �� Florida Eiiergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :98 SL 2 ADDRESS : 1587 LINKSIDE DR CITY :ATLANTIC BEACH OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1344 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 20515. 78 STRUCTURE SENSIBLE 9713.939 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 13893.94 TEMP.SWING @ 3 DEG. : 1 .00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1025.79 DUCT GAIN 1689.39 TOTAL LOSS/BTUH 21541.57 TOTAL SENSIBLE 18583.33 TOTAL LATENT 12020.99 -------------------------------------------------------------------- 20% OVERSIZE FACTOR : 4308. 31 20% SENS.OVRSZE FTR: 3716.67 ACTUAL + 20% OVERSIZE: 25849.88 SENS. + 20% OVERSIZE: 22300.00 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 15. 00 435.00 690.00 West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 East Double Clr Drapes/Blinds 1 9.00 261.00 414 .00 South Double Clr Drapes/Blinds 1 24 .00 696 .00 600.00 North Double Clr Drapes/Blinds 1 15.00 435.00 240.00 North Double Clr Drapes/Blinds 1 42 .00 1218.00 672 .00 North Double Clr Drapes/Blinds 1 11.70 339. 30 187.20 North Double Clr Drapes/Blinds 1 11. 70 339.30 187.20 South Double Clr Drapes/Blinds 1 4.50 130 .50 112 .50 Infiltration : Winter Htm ( 29.4 ) x 138.90 4083.66 Infiltration : Summer Htm ( 7 .74 ) x 138.90 1075.09 --------- --------- --------- Window Frame : Metal SUBTOTALS: 138.90 8111.76 4453.99 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 944 .00 3398.40 2360.00 Wood Stud - Adj . 11 149.00 536.40 253.30 --------- --------- --------- SUBTOTALS: 1093 .00 3934 .80 2613.30 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21 .00 371 .70 109.20 Solid Core/Wood - Adj . 0 18.80 417.36 78.96 Infiltration :Winter Htm( 29.4 ) x 39.80 1170. 12 Infiltration :Summer Htm( 7 .74 ) x 39.80 308.05 --------- --------- --------- SUBTOTALS: 39.80 1959 . 18 496.21 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1344 .00 1747.20 2150.40 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 147 . 00 Lin.Ft. 4762. 80 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 20515.78 16893.94 ------------------------------------------------------------------------------- RINANCIA`PAINTING 0>~ notice of Commencement (PACPARCIN OUPLICAT[) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. rr ...�1__ (i C Description of property _L �2!_ --.-?�' � __�1.�. .d -a--------------------------. --1 -7---Lj f-k s!�-P--i =r------------•------------------------------------------------------ According Mto- plat thereof--recorded-in _plat _book y?- pages_<iS_yS+1- -------- ------- - - - ---- --- of the current public records of Duval County Florida General description of improvements ------------------------ --------------------------------- Construction of Single Family Residence with Garage on concrete slab ------------------------------------------------------------------------------------------------------------ Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- Fee Simple Owner's interest in site of the improvement ____________________________________________________________ Fee Simple Title holder (if other than owner) --------------------------------------------------------------- Name ---------------------------------------------------....------------------------------------------------ Address -------------------------------------------------------------------------------------------------- Contractor __ sttme- as-owner------------------------------------------------------------------------- Address -------------------------------------------------------------------------------------------------- Surety (if any) ------------------------------------------------------------------------------------------- • ,1 Address -------- -----------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ---------------------------------------------------------------------------------------------------- Address ---------------------------------------- ---------------------- ------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name _Metropolitan_Title_&_Gua, }-.y__..4L_____________________________________________- 6620 Southpoint Dr Suite 400 Jacksonville , Florida 32216 Address --„--------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.08 [2] [b], Florida Statutes, (Fill in at Owner's option). Name ----------------------------------------------------------------------------------------------------- Address -------------------------------------------------- n----------- -a----------------------------- -....Rv,.w^re2-.rr .•,�.w+°f'�c�;'��e�wrax.?a,„°.•+*^”�...,....�«n�s*:.�.e-+-,..�.,..e,;a..»�.war.•.,:,.,.r>�,.c+.�.s.�..a-+n,�_..u..�,..,.-...x:-.a.,� -._-»..�r�...T..-._,,.-..„P. ,- (�Pr#tftcttfP �f (�ccu��t�c� Tito of Atlantic Near# — Nloriba Department of +Nuilbing Inspection 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. 10806 Group W-frame Type Construction s f FireDistrigt Atlantic Beach, FL 32233 �Owner of Building Centex Homes Address oOut'Voint Drive South --AFL 32250 ' ' g B Address1587 Link ide Drive Locality Atlantic Beach, FL 32233 _ By: DUN C. FORD Buding0it �fficial' Date: G ` '� `r POST IN A CONSPICUOUS PLACE MAP SHO G` BOUNDARY SURVEY OF f `A"or Of LOTS 9AND .92 AS SHOWN ON MAP OF SEL VA L Z,t S/QE 41N/7 Z AS RECORDED IN PLAT BOOK 47 _ PAGES "—"AIN OF THE CURRENT PUBLIC RECORDS OF DUVAL CO.. FLA FOR: oEn/TMEx �DWES Q7�PA?QAT/ON NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. +�o w;,ffYEl'61T1. s.oJes s,.. wwr = a ra E>'ic- .cis Abvru v Oi• s Na TO SEE A77,44V4EO 1110MOI 0E56a/PMIAI L/NIBS/O E O.P/VE C_so•IWASIVr s. , d=2+ss'iS" "&1J0&-lZ' i9vS5.9J' All. ed 4L Y ---=,. 4� l.s:lEA EAIE,VF..r/ _ O - 04 .7 54=46'00�11 0^'k"'I w o AlaltN FLesf PA. C141V) r, , �.5rowe,sAdtco *: e 0 /607 Q ? IL Cd v Ike l� \ i I�j=►• 24.9' s "� `y A �V v o jallWI►N 1'I/OM w, / t1d A ( _r"ai B/9A/A J O EA,,E,tfENT fOR OETENY'/0 � A[Ct�Ss /O.O ,+-io/Nrlr�n.�o.c.CE / 44— — —-- 14 Ira (( jf T4 A.P/J/.c/.UCaE 6-4Se,VE.v7LO >' 1996 { 156!45= 00'E — 55.50' y M: .4s:oa F _ s a o,._. PA.?7' Df 5EC71z7A1 /7, rOwovs�/P t SOUl</ , �A/c/GE Z9 _,Wdirng ldl ' F/NAL SU�P✓E /Z' 2 T• 95 wo�E ; FDu.vO AcL /.40.✓5 1 HERESY CERTIFY THAT THIS SURVEY:PERFORMED UNDER MY RESPONSIBLE DIRECTION.MEETS THE MINIMUM LEGENO TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE VMTH CHAPTER 01017.4e.FLAADMINISTRATIVE CODE eereK7� ra.w .• (PURSUANT TO SECTION 472027,FLORIDA STATUTES),AND FURTHER CERTIPYTHAT THERE ARE NO VISIBLE ENCROACH MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY • 1/f ROY INO11111 101 o ♦if"MYMROM-l.O.17M FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD *-A L sweLeme OMTM"ow%no ZONE X" AS SHOWN 004 THE FLOOD MNBUIIA"CE RATE CLARSON ANo ASSOCIATES, INC. of"RAL •"LLE _... MAP, COMMUNITY PANEL NO 120075- COG/ O , OATLM 41.17-w/ 1047 MAIOO AVE. JACR111lO11VILLELA . F82107 A RAMMYO • YC pOTAMVCB r C" CRONO 0181ANCE • / • PC VOMIT OF Cio.4T1ME SURVEYED 19 _ I .'f-�ls1EM�EQ �9 J�5 (/s /r •T. .e." er TANINce —..._— /w ego . REGINT01 OD SURVEYOR NO R00 SG.1, FLA 0.0 C VOMIT av fOVt001m1ME SCALE. _ V C.0 POINT OV COWOUM cume FB.SG�, As/8 FIELD ROOK •S'So ps. .3P ** TOTAL PAGE.03 ** i o e �s. p " fee i7a - I T T -- m N _ co cc co ~ ~ O 61PEA LO 00 �.� 61 Q' ffF- Cu e-+ 1 J81 Job: 5- 6 4 T 98-2 T GABLE THIS OWG. PREPAREO FROM OMPUTER INPUT (LOAQS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 2x4 SP 02 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THIS GABLE END WILL SUPPORT UP TO OVERHANG ALONG THE TOP UPLIFT (LB): 120 PLF CHORD. REFER TO DRAWING GE-001. GE-002. OR 876.719 FOR STUD BRG.LOC (FT); OVER CONTINUOUS SUPPORT VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. _ TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE ENCLOSED OR FULLY OPEN BUILDING (SBC) . RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO --------------------------------------------------------------- SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Upl i f t FOR GABLE STUD VERTICALS. UNLESS OTHERWISE NOTED: --------------------------------------------------------------- FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. WMW UPLIFT KKK IIrM HANGER *NM FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOOOLOC. H5 - -455/(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) MTS12 - -1000/ I HUS26 - + 33150 -1550# (16d iply) MTS12 - -20000(2 Each) 1 HHUS48 - + 4299# -16600(i0d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 = + 51800 -2000#(16d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS. AND �. 5' �� rj' ALL TRUSS TO WALL CONNECTIONS. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. 3X4 6 J Q 2X2 X2 Q T Ln V O Cu FT 10' R=94 plf W=10' TAG = T31 SED: 60667 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 117.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. 1RUSSES REWIRE EXIREME CARE pg/12/95 TC LL 30.0 PSF REF *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HI9-91 BY TPI. SEE THIS DESIGN FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPIFOR ADDITIONAL SPECIAL PERMANENT BRACING RE t TC OL 7.0 PSF DATE 09/12/95 .ALPINE CONNECTOAS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMEHIS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PPOPEA 5606 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WBC LL A0 •0 PSF NPW CONNECTORS PEP DRAWINGS 130, 150 6 I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACKED RIGID CEILING -- SEE $TATE �F = TOT LD. y7 .0 PSF D/A LEN. 10- -0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI_ AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91[ FOR PROPER T P P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' F ORI Q DUR.FAC. 1 .33 IN ONLY. AND SHALL NOi BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � INEE� A--TP - TRUSS PLATET T T NAT A F AT F r r ' �,to„11`�� SPACING 24.0” TYPE 0GABL Job: (5-268,4) LOT 98-2 T '4" GA13LE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 2x5 SP #2 WEBS 2x4 SP 03 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THIS GABLE END WILL SUPPORT UP TO OVERHANG ALONG THE TOP UPLIFT (LB): 120 PLF CHORD. REFER TO DRAWING GE-001, GE-002, OR 876, 719 FOR STUD BRG.LOC (FT): OVER CONTINUOUS SUPPORT VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING _ WINO SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE ENCLOSED OR FULLY OPEN BUILDING (SBC) . RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO -------------------------------------------------------------- SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. TYPICAL SIMPSON OR EGUAL'UPLIFT/HANGER REQUIREMENTS (0-Gravity (-1-Uplift FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: ------------- ------------------------------ FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. *** UPLIFT *** I *** HANGER *** FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE. 23 WOODLOC. H5 - -455#(Jacks Only) I HUS26 - + 2751E -12860 10d ]ply) MTS12 - -1000/ 1 HUS26 - + 3315! -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299/ -1660000d 2ply) MTT288 = -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -16500IEach) I HGUS5.5= +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. 10'8" -� T 4X4 6 F,;- to In 3X4 (D1) 3X4 (DI) - 9=4 �B X 3X4 3X4 21 '4" R=168 plf W=5' 11"8 R=168 Of W=5' il"B TAG = T32 SED: 16203 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUTRE EXTREME CARE 09/12/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND „ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HTB-91 BY TPI SEE THIS DESIGN X11 Uri,111F'11 TC OL 7.0 PSF DATE 09/12/95 (1 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTO6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF 20GA GALY STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERSBO6 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYW000 SHEATHING, BOTTOM CHORD - - BC LL 0 O PSF NPW CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT L.D. 47 0 PSF D�A LEN. 21-4-0 CONFORM M/APPLICABLE PROVISIONS OF NDS C TP]. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER Op 11 SEAL ON THIS SHAMING APPLIES TO THE COMPONENT DEPICTED WAQ HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �. ORIDUR.Fac. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 1/1/ECT`-,-- SPACING 24.0" GAB L TP - TRUSS Ai INSTITUTE. NDS - 1991 NATION SIGN SPECIFICATION F CONSTRUCTION N , �/1111111TYPE Job: 5- 6 .4 T 98-2 T2 21'4" LITE STOR. THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x5 SP #2 UPLIFT (LB): 470 470 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.04 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. _ (+)Gravity (-)Uplift - --------------------------------------------------------------- *:* UPLIFT *** I *** HANGER *** H5 -4550(Jacks Only) I HUS26 = + 27510 -12860(fOd 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600000 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'8" -� 4X5 (R) rh 1 .5X3 1.5X3 Do 6 U7;- 0 0 3X5(A i) 3X5(A 1) 8' X4Xb 3X6 �2 21 4 �- 2' R=1795# W=3"B R=1795# W=3"B TAG = T33 SED: 16205 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 10 TOTAL = 10 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PROOUCTS, INC. TRUSSES REQUIRE EXTREME CAPE 09/12/95 TC LL 30 .0 PSF REF t *IMP0RTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANODEVIATION FROM iHjS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE H[8-91 BY TPI. SEE THIS DESIGN CIN i TC DL 7 .0 PSF DATE 09/12/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPIFOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERNISE INDICATED. TOP - - BC DL 10 •0 PSF DRWG AAA6 GR B EXCEPT AS NOTED- APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 30 .0 PSF NPW CONNECTORS PER pRAWINGS 130, 750 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = TOTLD. 77 O PSF D/A LEN. 21-4—O CONFORM*/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ouR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� (� _TPI " TRUSS AT INSTITUTE. N 991 NATIONAL IGN SPECIFICATION FORCONSTRUCTION T�1/U I•UUU�T, SPACING 24.0" TYPE `+OM N Job: 5-26 4 LOT 98- TJQ 27*4" COMN Q6C GABLE THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SHIM ALL SUPPORTS TO SOLID BEARING. UPLIFT (LB): 200 490 460 BRG.LOC (FT): 0.00 6.04 27.04 THIS GABLE END WILL SUPPORT UP TO OVERHANG ALONG THE TOP UPLIFT BASED ON 10.00 PSF TOTAL-DEAD LOAD. CHORD, REFER TO DRAWING GE-001, GE-002, OR 876, 719 FOR STUD WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO ENCLOSED OR FULLY OPEN BUILDING (SBC) . TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING --------------------------------------------------------------- DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO (+l-Gravity (-)-Uplift SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. --------------------------------------------------------------- **x UPLIFT *** I MIK HANGER **x ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(IOd 1ply) MT512 - -1000/ I HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(IOd 2ply) MTT28B = -3786#(2 Each) (10d)) HHUS48 - + 5180# -2000#06d 2ply) MTT288 - -4455#(2 Each) (15d)1 HGUS48 - + 6640# -2199000d 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE. 13 WOOOLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. �--- i i ' 11" 15 15'4" 1 -� 4X4 3X5 3X4 0 3X4 (01) l0' 4 j 3X4 (AI)� B, 3X7 3X4 3X3 1 . X4 �_6'0"8 21 '3"8 --I 27 4 - `� R=232# W=3"8 R=1150# W=3"8 R=1340# W=3"8 TAG = T34 SEa: 61211 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = i REV. 17.2m SCALE =0. 1250 ALPINE ENGINEERED PRODUCTS. INC. IRUSSES REWIRE EXTREME CARE 09/12!95 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN VINEE9�'.q" " " TC DL 7 .0 PSF DATE 09/12/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10.0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - _ BC LL 0.0 PSF NP W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, 0011OM CHORD CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ TOT.L D. 47.0 PSF O/A LEN. 27-4-0 CONFORM M/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALLAPPLICATION. FURNISHACOPYOF THIS OUR.FAC.IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGNTOTMERUSS£RECTION CONTRACTOR. SPACING 2 4.O" G A BL W--TP • T 5 ATINSTITUTE. 19 1 NAT A SISPECIFICATION F i T '�'T� 11��T TYPE _ Job: 5- 6 4 T 98-2 T3 27'4" COMN RQC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 480 460 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 6.04 27.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY (+)-Gravity (-)-Uplift - --------- ERECTION CONTRACTOR. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 -455#(Jacks Only) I HUS26 = + 27510 -1286#(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# I HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660000d 2ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTT288 - -37860(2 Each) (iOd)I HHUS48 - + 51800 -20000(16d 2ply) MTT28B - -44550(2 Each) (16d)1 HGUS48 - + 66400 -2199N Od 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 15'8" -� 4X4 3X5 m 6 r7 3X4 fV 00 D3X4 (A i) (A) :r 3 X10 j3X4 (A i) 8' 13X7 3X4 1 . X 3X3 1. X4 If---6'0"8 — 21 '3"8 27,4" i a N� R=430# W=3"8 R=1293# W=3"8 R=1153# W=3"8 TAG = T35 SED: 61214 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 09/12/95 TC LL 30 .0 PSF REF X I MP OR T ANT X X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND '1II11 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPITC DL 7 .0 PSF DATE 09/12/95 . SEE THIS DESIGN �1.'t �� F FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` vus ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC OL 10 .0 PSF DRWG A446 OR O EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 .0 TRUSS AND LNILFSS 0114FRWISE lOCAIFD ON 11115 DESIGN. POSITION lY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W / BC LL PSF NPW \�\\ CONNFCIORS PER DRAWINGS 130. 150 C 16OA-F GESIGN STANDARDS WIIII PROPERLY AIIACI1ED RIGID CEILING -- SEF. - STATE of TOT L0. 47 .0 PSF U/A LEN. 27-4-0 \\\UUU\\\ VVV C@AORM W/AIiKICAn1F PROVISIONS M- NILS C TPI AN FNGINFF.R'S ALPINF IF.CHNICAL UPOAIF (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO 4C COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS ' F ALo�e P= DUR.FAC. i .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE 'I�� SPACING 24.0" SPEC W--TP " i ATEINSTITUTE. ND . 19 NATIONAL IGHSPECIFICATION F M CONSTRUCT ON I/I 111TH` TYPE . , Job: 5-26 4 T 96-2 T4 7'4" RBC w STUB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 280 230 WEBS 2x4 SP 03 BRG.LOC (FT): 0.71 6.04 16.71 :Lt Wedge 2x4 SP #3: TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/36O LIVE AND L/24O TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING TYPICAL SJMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A (+)-Gravity (-)-Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. --------------------------------------------------------------- x** UPLIFT *xx I xx* HANGER x** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. H5 a -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d Iply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTT288 = -3786#(2 Each) (1Od)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#0 6d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5-4" --� 4X4 3X4 3X3 m 5 D N (A) Do m 2X4 (A3X7 S) U3 4 3 X10' (Urd if- 8' --5'4" 10' 11"8 --I 3X3 1.5(3 1-2 1.5X3 17 R=486# W=3"B R=785# W=3" R=480# W=3"B TAG = T36 SED: 22089 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = i TOTAL = 1 REV. 17.3s SCALE =0.2500 ALPINI INGINLLACD PRODMIS, INc. 111"ILs laDuurc LxTnIMI CAIN 09/12/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANv WARNING I NG IN HANDLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI SEE THIS DESIGN etNEEi9r"q' '111" � TC DL 7 .0 PSF DATE 09/12/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI, FOA ADDITIONAL SPECIAL PERMANENT BRACING RE -ALPINE CONNECTORS ARE MADE OF 20GA GALV_ STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 •0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE O' CHORD SHALL BE LATERALLY BRACED WITH PROPER - - BC LL 0.0 PSF MSK TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYW000 SHEATHING. BOTTOM CHORD - 00NNECTORS PER DRAWINGS 130. 150 C 160A-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47 .0 PSF 0/A LEN. 17-0-0 CONFORN W/APPLICABLE PPOV[SIONS OF NDS C TPI. AN ENGINEER'S ALPINE tECRNICAI UPDATE (7/1/911 FOR PROPERPSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .33F+IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ;1SPACING 24.0" SPE!'`■--TP - T AT T t i 9 NAT A N F AT F q i T N �R11 1111 TYPE , Job: 5- 6 4 LOT 98- T5 31'4" COMMON W ST1) S THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 210 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 10.71 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- 6E EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING _ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A (+)-Gravity (-)-Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. --------------------------------------------------------------- NNN UPLIFT **N I *** HANGER *NN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -3786#(2 Each) (1Od)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5.7"8 5.4., 4X4 6 � 3X3 3X3 Tm iv (A) DO ^ m v � e' 3X 10' 11"8 1.63 R=515# W=3118 R=515# W=311 1 .5X3 TAG = T37 SED: 22091 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 3 TOTAL = 3 REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIPE EXTREME CARE 09/12/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANV BRACING. SEE N]8-91 RY iPl. $EE THIS DESIGN ��t %JS eTTi� - TC DL 7 .0 PSF DATE 09/12/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE '1ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUTAE14ENTS. UNLESS OTHERWISE INDICATEO. TOP BC DL 10 •O PSF DRWG A4A6 GR B E%CEP7 AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED KITH PROPER - 5606 _ �+ O .O pSF MSK TRUSS ANO UlAES$OTlIFRNISE IOCAIFO ON THI$DESIGN, POS1!(pN LY ATiAC11ED PLVXOOO SHEATHING. BOTTOM CHDT� Bl. LLCONNECTORS PER DRAWINGS 130. 150 6 16OA-F DESIGN STANDARDS WITH PROPEPLY ATTACHED RIGIO CEILING -- SEE $TATE OF TOT.LD. 47 .0 PSF 0/A LEN. 10-11-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER v LORIOP P: 1 .33 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPL.ICI7ION. FURNISH A COP' OF THIS �, Q' DUR.FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAV. DESIGN TO THE TRUSS ERECTION CONTRACTOR. --TP - TRUSS AT T T T ND • 1 NATI NA GN SPECIFICATION FOR WOOD CONSTRUCTION 'VIII 111TH` SPACING 24.0" TYPE C 0 MN Job: (5-268.4) LOT - T6G 12*3"8 OTC GABLETHIS DWO. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 80T CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.00 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO-THE BOTTOM CHORD. _ (+)-Gravity (-1-Uplift _ --------------------------------------------------------------- *** UPLIFT *** I N ,HANGER X** H5 - -4550(Jacks Only) I HUS26 - + 2751# -12860(10d iply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) 1 HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B = -4455#(2 Each) (15d)) HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 6' 1"12 -�- 6' 1" 12 _I 4X4 1.5X3 1.5X3 1.5X3 cv e 1.5X3 m 1.5X3 1.5X3 2X4 (D 1) 2X4 (D 1) 1.5X3 1.5X31.5X3 1 .5X4X X 12'38 ri 2X3 (01) 2X3 (D1 R=578# W=3"8 R=578# W=3"8 TAG = T38 SED: 22072 PLT. TYP,-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = i REV. 117.3s SCALE =0.5000 �I ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 09/12/95 TC LL 30.0 PSF REF X I MPOR T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 91�C' 11 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI SEE THIS DESIGN "00 TC DL 7 .0 PSF DATE 09/12/95 n \\U\�iV1Av\ FAILURE TO BUILD THE TRUSS IN COISORMANCE WITH OSTBB BY tP1. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GAGALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG AAA6 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O O PSF MSK TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LLCONNECTORS PER DRAWINGS 130, 150 6 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT LD. 47 0 PSF D/A LEN. 12-3-8 CONFORM M/APPL[CABLE PROVISION$OF NO$ C TP7 AN ENG21ER'S ALPINE iECMHICAL UPDATE (7/1/91) FOR PROPERSEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC 1 33 !N ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. TY` --TP T AT T IUTE NOS 9 NAi A 5 GN 4 F All f NSTRUCTI ��T1 �1�1�� SPACING 2 4.D" T YPE C OMN Job: 5- 68Q LOT 98-2 T6 12'3"8 COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 330 330 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 12.00 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. _ (+)-Gravity_(-)-Uplift ------------------- ---------------------------------------- *** UPLIFT WNN I NNW HANGER NWW H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -3786#(2 Each) (10d)) HHUS48 - + 5180# -20000(16d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(i0d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- -6* 1" 12 6' 1" 12 — � 4X4 in - s F,-,- 2X 4 2X4 (A 1) X4 (A 1) 4"38 i .5X3 �-—2' 12'3"8 -�- 2' ---� R=731# W=3"8 R=731# W=3"8 TAG = T39 SEG: 22074 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3s SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CAPE 09/12/95 TC LL 30 .0 PSF REF N IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND ITN 11�� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIS-9i By tPl. SEE THIS DESIGN YIT E'�i TC DL 7 .0 PSF DATE 09/12/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE — ` `�� I — ALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP — — BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 F�. 0 .0 0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N Bl.. LL \/�\ COMNTCTOOS PER DRAWINGS 110. INO C IFOA-F DESIGN STAMOARRS W1111 PROPFRLY ATTAC14FO RIGID CEILING - SEF — STATE OF _ T O T L D. 47 .0 PSF O/A LEN. 12-3-8 ��U VVV CONFORM W/APPLICADLE PROVISIONS OF NOS G TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (I/1/911 FOR PROPER T O E SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .' DUR.FAC. 1 .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. jNEEP �� C OMN --TP • T AT INSTITUTE. S 9 NATIONAL DESIGN SPECIFICATION F CONSTRUCTION ��I Ne IIII II` SPACING 2 4.0" TYPE Job: 5-2684 T 98-2 T7 24'8" OTC V T GABLE THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 80T CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 200 200 200 200 WEBS 2x4 SP #3 380 200 BRG.LOC (FT): 0.00 1.33 2.67 4.00 8.38 9.71 11.04 12.38 24.37 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. _ --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS SHIM ALL SUPPORTS TO SOLID BEARING. (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 . -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1ply) MTS12 - -1000# I HUS26 = + 33150 -1550#(16d 1ply) MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -16600110d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#06d 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 12.4" 12.4„ 1.5X3 3X4 11.5X3 1.5X3 1.5X3 5X3 1.5X3 1 .5X3 1.5X3 v 6 p 3X4 N 1 .5X3 co 3X4 (D1) 4X5 (R) 1.5X3 9'2"13 1'B"3 1 .5X3 .5X3 3X4 (D 1) 8'9"8 1 .5X3 1 5X3 8'4"3 —8 4 a 4 1.5X3 X7 4X5 (R) X X 1) L tt Tn (- -r-��-�-�-- 4-8" -f-�_Ym 12'3"8 -( �- 5-4" -}- 2' -�-5'0"8 - - 12' �- 24'8° _I R=96# W=3"B R=154# W=3"8 R=140# W=3"8 R=370# W=3"B R=261=858"8=3"8 R=79i= 94C[Y"8V=3"B TAG = T47 SED: 22081 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.35 SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 09/12/95 TC LL 30 .0 PSF REF 2 X I M P OR T A N T N N SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HTB-91 BY TPI SEE THIS DESIGN "T„1TI"f T C DL 7 .0 PSF DATE 09/12/95 n \�wVn1V FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST9B BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` "us ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 _ 0 .0 PSF MSK \\)\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - W _ BC LL CONNECTORS PER DRAWINGS 130. 150 6 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TO T LD. 47 .0 PSF 0/A LEN. 24-B-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER t,0 R10 P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION- FURNISH A COPY OF THIS �. Q OUR. . 1 .33 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE , OUR.PACINGC 24.0 ' SPEC W--TP T AT INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION F D CONSTRUCTION ��TNr T1TR� TYPE , Job: 5- 684 LOT 98-2 T7 24'8" V T THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 290 480 280 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.38 24.37 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD- (+)-Gravity (-)-Uplift _ --------------------------------------------------------------- SHIM ALL SUPPORTS TO SOLID BEARING. 11111t UPLIFT M*r I xxx HANGER 11111E H5 -455#(Jacks Only) I HUS26 - + 27510 -(286#(fOd 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d iply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(fOd 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -44550(2 Each) (16d)) HGUS48 = + 6640# -2199i(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12.4° 12.4" _I 1.5X 3X4 3X8 m 3X4 Lo 6 p U] 4X5(R) 3X4 (A 0 1'i"3 3X4 (A I) e a 4 3X7 X -- 4X5(R) �-• 12'48 -+- 12'3"8 -� m �2' '+� 5'4" 2. mlw 5'0N8 12' 2' �- 24 '8" _I R=520# W=3"8 R=1610# W=3"8 R=495# W=3"8 TAG = T40 SED: 22077 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 3 TOTAL = 3 REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 09/12/95 TC LL 30 .0 PSF REF * IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIa-91 BY TPI. SEE THIS DESIGN Y1 %Js' ET�i� T C DL 7 .0 PSF DATE 09/12/95 ^ \\\V\VVIAU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 6 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of T 0 T L D. 47 .0 PSF D/A LEN. 24-8-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P Q'` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OFTHIS 0 qIO Q.`. F ouR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY, DESIGN TO THE TRUSS ERECTION CONTTUCTOR. INEE�`' SPACING 24.0" SPE C W--TP - T AT INSTITUTE. - 199 NATIONAL GNSPECIFICATIONF M CONSTRUCTION ��T HI HITHHT, TYPE Job: 5- 68.4 T - T 7A 24'8" V T w/STUB THIS DWG. PREPARED FROM COMPUTER NPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 320 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 12.38 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. _ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+) Gravity (-)-Uplift --------------------------------------------------------------- www UPLIFT www I www HANGER www H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1piy) MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 = + 5180# -2000#06d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) -- ------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1• 12-4" ImI 1.5X3 3X9 6p 4X5 (R) 2X4 (A 1) 1 6 3 3X4 4 6 (R) 5'4" 2 — 5'3"8 f 12,7"8 R=607# W=3"8 R=579# W=3" TAG = T48 SED: 22085 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.3s SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 09/12/95 TC LL 30 .0 PSF REF t *I MP0RT ANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN "T1' " "ITC DL 7 0 PSF DATE 09/12/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` .1ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 •0 PSF DRWG A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFCHORD SHALL BE LATERALLY BRACED WITH PROPER 5606MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •0 PSFCONNECTORS PER DRAWINGS t30, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE $TATE of = T0T LO. 47 O PSF D/A LEN. 12-7-8 CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER T 0 plop P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .' F. Q � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�'�.�� 0--TPI - TRUSSAT INSTITUTE. . 199 NATIONAL SIGNSPECIFICATIONF CONSTRUCTION ''T 1011".IHT SPACING 24.0" TYPE spec Job: 5-26$4 LOT - T '4" GABLE SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 120 PLF WEBS 2x4 SP #3 BRG.LOC (FT): OVER CONTINUOUS SUPPORT UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT ■ 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING (SBC) . MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. _ (_+)-Gravity (-)-Uplift --------------------------------------------------------------- *:r UPLIFT N*1E I **r HANGER RWM H5 -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600000 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B = -44551(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) i HGUS48 - + 8000# -2650#066 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/NANGER DETAILS -I- 15'7"8 3X5 v 5 p V Ol jjj�:_ 3X4 (D1) 3X4 (Di) --V 4 �- 3 X3"8 R=94 plf W=32'3"8 PLT. TYP1-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.2m SCALE60010875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 09/12/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN _ X1.1( f��.� TC DL 7.O PSF DATE 09/12/95 FAILURE f0 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v0��t ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10•0 PSF DRWG A445 GR R EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606igUSS AND UNLESS OrHERMISE LOCATED ON THIS DESIGN, POSIi[ON LY ATrACHEO PLVM00D SHEATHING, DOTTOM CHORD W _ BC LL 0 0 PSF P1PW CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF tl 0 T.L D. 4 7 O PSF 0/A LEN. 32-3-8 CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .•' D R1� Q ; URFAC. 1 .33IN O1KY, AND.4HALL NOT BE RELIED UPON IN ANY OTL R MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. jNEtv6ks. PACING 24.D'� TYPE SPEC W TP - T AT INSTITUTE. NDS - 1 NATIONAL GN SPECIFICATION F CONSTRUCTION ��T 1T11�� Job: (5-26E14) LOT 98-2 T '4" COMN SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED V TRUSS MFR. TOP CHORD 2x4 SP #1 N : T2 2x4 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 650 520 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING _ (0-Gravity (-)-Uplift MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A --------------------------------------------------------------- SUITABLE SUPPORT BY ERECTION CONTRACTOR. Matta UPLIFT mm* I Mata! HANGER khat H5 -455#(Jacks Only) I HUS26 = + 27510 -1286#(10d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(fOd 2ply) MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#06d 2ply) MTT288 = -44550(2 Each) (1601 HGUS48 = + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS r- 16'8" 15'7"8 -1 5X5 gg T2 ggXgg m 1 .5X3"5 3X5 DO Do 6 p X2 3X5(A 1) 10"7 3X5_ 3 X X B LL 4X5 32'38 -� R=1691# W=3"8 R=1498# W=3"8 TAG = T42 SED: 60718 PLT, TYP.-ALPINE DESIGN CRIT=TPI QTY = 5 TOTAL = 5 REV, 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC TRUSSES IEOUIRE EXTREME CARE 09/12/95 TC LL 30 .0 PSF REF *IMPORTANT*)(SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE Hi6-91 BY TPI. SEE THIS DESIGN �1.,1'll l"f , TC DL 7 0 PSF DATE 09/12/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTB6 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE vus - ©\\\\\\/� ALPINE CONNECTORS ARE MADE OF L706A GALV, STEEL MEETING ASTN OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10.0 PSF DRWG PROPER A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF NP W CONNECTORS PER DRAWINGS 130, 150 6 160A-F -. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.L D. 47 .0 PSF O/A LEN. 32-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS I0RVD QP; 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� INE-r�+� DUR.FAC. X--TP - TRUS A7 NST 7 7 S NA7 A SIGN C F ATI F T T '''�N NN HIH I. SPACING 24.0" TYPE C O MN .J ZQ G d o r✓0 m r a ro d � s i v ° a Q ��fl Q, d a _ a � 5 (U � N CITY OF 4&a4c Bei-I" Office of Building Official f JV0 6 113 REQUEST FOR INSPECTION Date Permit No, Time Received PM. Job Address Locality Owner's Name Contractor (�B�UILM-& CONCRETE -ME-C-7-R-Ift- BIN, Framing 0 Footing 0 ...g 0 Re Roofing 0 Slab 0 Temp Pole Top Out 0 Healing Insulation Cl Lintel 0 Final Sewer D Fire Place ❑ Pro Fab READY FOR INSPECTION A.M. Mom Tues. Wed. Thurs. Friday—PM. -,,- -2c) A.M. Inspection Made —,M. Inspector— ir —7C,,tifift7,tof0�cc.pnqy Date Job: 5- 6 4 T 9 - T9 MN SR THIS OWG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T3 2x4 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 520 420 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24,38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED = 100.00 MPH, MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING (+)-Gravity (-)-Uplift _ MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A --------------------------------------------------------------- SUITABLE SUPPORT BY ERECTION CONTRACTOR. *x* UPLIFT N** I **x HANGER **x H5 = -4550(Jacks Only) I HUS26 = + 2751# -1286#(10d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) -- ------------------------------------------------------- 16-8" REFERENCE HOLMESIUMBER DETAI}.J fEbFOR UPLIFT ANGER DETAILS 4X4 ( 1 T3 m 3X4 3X4 m3X4 T m (A) to 3X6 °D 6 p mp 3X6 (At) 3. A 1) 4 X4 X8 Q 3.6 5X6 1-2- +-3'7"8 21 24'7"8 —� R=1332# W=3"8 R=1136# W=3" TAG = T43 SED: 60729 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = It TOTAL = 11 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 09/12/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 11111TT,, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN "% F�I,� T C DL 7.0 PSF DATE 09/12/95 ^ t FAILURE TO GUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MADE tK 20GA GALV. S7EEl MEETING ASTM OUIREMENTS. UNLESS O7HECM[SE INDICATED. TOP _ - BC DL 10 0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - p�+ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION IV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF NPW CONNECTORS PER DRAWINGS 130, 150 C I60A-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEF STATE OF _ T 0 T.LD. 4 7 .0 PSF ��A LEN. 2 4-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C IPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER OR1 P: SEAL ON THIS SHAMING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION TRUSS RUCTION A COPY OR THIS ' F �E e DUR.FAC. 1 .3 3 IN pNLY, AND SHALL T01 BE RELIED UPON IN ANY OTHER WAY. OESIGT i0 TIE TRUSS Ei1ECTI0N CONTRACTOR, X--TPI - T AT INSTITUTE. NATIONAL 1 SPECIFICATION F CONSTRUCTION ��NI� �I�I�T`` SPACING 24.0" ITYPE SPEC Job: 5-2 4 LOT - T10 '4" COMN SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N : T2 2x4 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (L8): 120 PLF WEBS 2x4 SP #3 BRG.LOC (FT): OVER CONTINUOUS SUPPORT UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. _ (+)-Gravity (-)--Uplift ------------------- ----------------------------------------- ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MMM UPLIFT *MM 1 MMM HANGER WWM H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d 1ply) MTS12 - -1000/ 1 HUS26 - + 33150 -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(fOd 2ply) MTT28B - -37860(2 Each) (10d)) HHUS48 - + 51800 -2000#116d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#060 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 7' 11"8 3X4 T2 v X2 s � T co COQ 3X4 iD1) 8 13 g' 3 f —9'4 d 3.6 21 ' _I 24'7"B -� R=210# W=3"8 R=100 plf W=21 ' TAG = T44 SED: 60773 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIPE EXTREME CARE 09/12/95 TC LL 30 .0 PSF REF *I MPO R T AN T**sHA t NOT DE RESPONSIBLE FOR AMY WARNING tN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - �I''11111F��,, T C DL 7•0 PSF DATE 09/12/95 ` SUS �+ ^ ALPINE TO BUILD OR THE TRUSS IN CONFORMANCE SWITHTEEL MEETS BY TPM, FOR ADDITIONAL UN SPECIAL PERMANENT GRACING RE 10.0 PSF DRWG O\\\\\\V^ ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - - BC DL O A446 GR 0 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER SfiOfi _ 6C LL 0.0 PSF NPW TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M CONNECTORS PER DRAWINGS 130. ISO C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE Of _ TOT.LD. 47 .0 PSF O/A LEN. 24-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE P/1/91) FOR PROPER 1 plpp SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' F Q �� DUR.FAC. 1 .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IkE " SPEC W--TP - TRUSSAT NST T T NAL NA SIGN F CAT F R T i, ,,l .1.T�`' SPACING 24.D TYPE Job: (5-268A) LOT 98-2 T MN SR SL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T2 2x4 SP 01 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 330 350 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.75 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING _ M-Gravity (-)-Uplift _ MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A --------------------------------------------------------------- SUITABLE SUPPORT BY ERECTION CONTRACTOR. WMM UPLIFT NWM I MWW HANGER IINW H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1piy) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(30d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) PROVIDE HANGER AT LEFT END OF TRUSS FOR 987.00 LBS. MTT288 = -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -i650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13'0"8 7' 11"8 4X4 T2 m 6 F'- DO DO 3X4 X4 r\ T (A) u:) 3X5 °D X4 3X 9 21 1.5X3 R=987# W=3" R=987# W=3" 2X3 TAG = T45 SEO: 60833 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 09/12/95 TC LL 30.0 PSF REF *I MPO R T AN T**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY .BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ,1N1t'111 "I FAILURE TC DL 7 0 PSF DATE 09/12/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTEO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v� ' ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 pF. 0 .0 PSF NPW TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL CONMECTOPS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of = LUR D. 47 .0 PSF O/A LEN. 21-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 Rio Q?: F AC. 1 •33 IN ONLY, AND SHALL NOT BE f>ELIED UPON IN ANY OTHER MAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR. IE � NG 24.0" SPEC -TPI " T ATINSTITUTE. • 1991 NATIONAL SPECIFICATION F T T N ��1T 111��` TYPE _ Job: (5-2684) T - T MN SR THIS PREPARED FROM COMPUTER NP T L ADS 6 IMEN ION UBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N : T3 2x4 SP 01 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N :B1 2x4 SP #1 N: UPLIFT (LB): 550 290 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 29.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- (A) 1X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 8d NAILS 0 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY (+)-Gravity_(-)-Uplift ERECTION CONTRACTOR. --------------------------------------------------------------- *** UPLIFT N** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 -4550(Jacks Only) I HUS26 = + 27510 --12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000!(2 Each) I HHUS48 - + 4299/ -16600(10d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT286 - -44550(2 Each) (1601 HGUS48 - + 66400 -21990(106 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -3945006d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1376.04 LBS. 13'0"8 - -� 4X4 3X4 3X4 m 3X4 T3 co (A) m 6 4X5 (A) X6 1 �3 3X8(A 1) i 3X6 3X4X4 '1•�g a 3.5X7 �N �T 3'7"8 ,7"8 26' 1" �- 29'8"8 R=1569# W=3"8 R=13760 W=3" TAG = T46 SED: 60830 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 09/12/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE PESPONSIBLE FOR ANY ARN I NG IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN a1 THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-9f BY TPI SEE THIS DESIGN �� TC DL 7 0 PSF DATE 09/12/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ - BC OL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER UNLESS\\J\ TRUSS AND LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5506 - * - BC LL 0 .0 PSF NPW CONNECTORS PER DRAWINGS 130, 150 6 i60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 47.0 PSF 0/A LEN. 29-8-8 V CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91! FOR PROPER SEAL ON TN15 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICAiTON. FURNISH A COPY OF THIS C 0 RTOP Q P` F DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUES ERECTION CONTRACTOR, 'Cis �^ (� •--TP T TINSTITUTE. NATIONAL SPECIFICATION F CONSTRUCTION ',��TTI �TT�TT SPAC I NG 24.0" TYPE SPE C MAY 03 '96 11:17 CLARSON 619 P02 MAP SHOWING BOUNDARY SURVEY OF RogRr of d ars 18 Auld 0, �' AS SHOWN ON MAP OF S& V.4 Z Iw'h'S147,e 41AIlr 2 AS RECORDED IN PLAT BOOK 47 PAGES 5-A-41 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR., "mr-ox Wary 5 ctxrctPaRA�ia�! NOTE- BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAY, #oto.h[a'YA&Qyf�,C .0A'0WW rYard r o.a1)acro R "a"A porde W'PeAt owns" of i Y9 A1074f AFF A71rWC1/ED IMOM 0E5C,PlOMIM l lNlr'S/Dle Dip/(��" eso•#rd"rr ar wwrl dx x°a6'ICi" f►r/,doe.I�' Ar 66,sx' ' Aar Ala fAl, Q S7 gas X17 1 N _ . . y V J Ali ��a�� o� 39 u Q n 510 1 o� �r�itiv f1oa,� vi, Crgt�) O W 040 STORY�rucco �-g4� #/S7 ,, iZ . is"oA✓E5 � x w o o w,riK ' �� I • str�eao�r.�a� � V y -.. �►� Q H�OwA ~�� f' � V s moo of eAa�r As�MENT ford der, rid � A'ccess AOR "o�v AW vcE I�"�-''' a � t L•ASEMENT SG'46' 041P46 -- 55.50' .041-451Ao a' AZO Cid