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Permits 295 Main St (vault) ......... MAP SHOKNG BOUNDARY SURVWY OF LOT 1, BLOCK 103, AS SHOWN ON THE MAP QF ATLANTIC BEACH SECTION "H11 AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL . COUNTY, FLORIDA LESS AND EXCEPT THAT PORTION RECORDED IN OFFICIAL RECORDS VOLUME 6519, PAGE 1414, TOGETHER WITH 1/2 OF THAT PART OF ORCHID STREET LYING EASTERLY OF AND ADJACENT TO SAID LOT 1, CLOSED BY ORDINANCE NO. 65-88-17 . �,5�OZ 7"- (5-0 rl V./) 0 C, �0.0 3-9 -3 �0 tu k�j 1995 t� cke Building and Zoning CER TIFIED To lijgge y lt,1,14AII) 0. 7-/7-&rt� C-Q (A-1 rO"-/ 1—"n NOT VALID UNLESS EA48OSSED WTV SEAL OF THE UNDERSIGNED. THE PROPERTY SHOWN HEREON APPEARS TO LIE WTHIN FLOOD HAZARD ZONE AS SCALED FROM FLOOD INSURANCE RA 7E MAP 00Q/ FOR 4r",-17-1r— FLORIDA, DA TED 4-1 -7 - 05 TRI-STATE LAND SURVEYORS, INC &,011 ARAYME42190#5 WA r SLUMF J2, ACAUDYMILLIE, FL-DRj1DA -,W5§ ((�9LQ4) 7Jl�72J5 LEGEND I HEREBY CER77FY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY • CoNcl MON RESPONSIBILE SUPERWSION AND DIREC77ON, 77-IAT THERE ARE NO • RON Cott ENCROACHMENTS EXCEPT AS SHOWN AND THAT 7HE SURVEY SHOWN (SrT W7N CAP I LS 41-") HEREON MEETS THE MINIMUM TECHNICAL SFANDARDS SET FORTV BY IqE71 —x—Fmcc THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SEC77ON 0 JNQN CDR. fFOUND) 4'7 13 ^n-7 C'l Innin A C-rA'n I=C' 93- ADDRESS BUILDING PERMIT NUMBER- INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB- FRAMING COVER-UP- INSULATION- FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH 57 FINAL- 5� MECHANICAL PERMIT # PLUMBING PERMIT # NOTES: ATLAOT14 tei&614- 5E4 .' L PT bLOoe V. I pa AS RECORDED IN PLAT BOOK I a PAGE S4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY , FLORIDA 4j 1A cr 10 to'-oil C4 RAJ* 19 7a 1\03 6T. SITE PLAN SCALE : 1" 20' NOTICE OF COMMENCEMENT 5 MIN. RETURN TO WHOM IT MAY CONCERN: PHQ.Nf# W The undersigned hereby informs all concerned that improvements will be made to certain Cn real property, and in accordance with Section 713.13 of the Florida Statutes, the following to L% information is stated in this NOTICE OF COMMENCEMENT. Description of Property IS p4e.C -4'76 S 7-7 A-04, RCW 0 General Description of Improvements \fli NX) �5/rot Ae c. T- r-:-0.X'C Vk Owner IV,49,0L- VlFge Doc# 2qQQp--A-7j -ar OK: -1 f b'Lj Address: '2�!5 ofAIN S*. Fifii TGo-;ded Owner's interest in site of improvements: HEN0140/12/2000 11:58:37 AM "I " L'uuf% CLERK CIRCUIT COURT Fee Simple Title Holder(if other than owner) DUVAL COUNTY Name TRUST FUND i-99 Address 6= k4o vi ot%-4, 'PhzPARE0 t�y Contractor Y-LAIZT- Address 2-c.:-Cj5' f:,,00%VC5dN .37- -7-Ax F4 3xa�V7 Surety (if any) I Address Amount of Bond $ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the I-einor's Notice as provided in Section 713.13(l)(F), Florida Statutes. (Fill in at Owner's option). Name Address: 'N00111 'is A. % OwFr6r <1,46ew-r oi= aevPiCit�) ' Qi Q 12th j1wq(tf4nd'444kib4 before me this day of October 1:@x 2000 :;A #CC809229 Notary Public Lois a. beii 'RO qp�0/7�ed ( Florida driver license with picture ) ',i'�41C ST0-;�\§ PA 1161T '60WITIVIENT ILIXNa, OFBU CITY OF ATLANTIC BEACH 1�- LOCAITI'M: INFORMATION- ----- Pormi t Addros$" 2'96 ,XAIR $Titt-ItTl Ty�e 4, SUILDINO, Permit ATLANTIC REACH, 'FLORIDA 32233 C�ass of W SHED ------I LZOAL ONSCRIPTtON' Oonstr., T#pe-t WOOD FRAkE -,91' k 103 Section: H lroposod vie: Sub nshi p i RHO 0 Tow D4011in 1 0�do : ,"SZOTION, H Subdivipii�ii, It 10,4 Z' timated: V' lu� . ;9$00 '00 A, p V.-�Costs. 4� - lm ro $0100 Amoun t. I'd D rk 'STORA(;E SHED PER PLAN$,.,� Name.& $25 00 A d C.)V " loxrtlt�,l, 'PACT, FEE 00 A-1 2 CH FLORIDA 33 ' S CT FEE $0 .00 2 AL -T ------- RADON C",` _ ��% :, $0.04 N CAPITAL IXPROVE. $0.00 ' dr s e 5 'TAP: woo , ZA Sw -MI Type: 1 SiC , H ,IkPACT FEE $0.00 Col -N ST.SURCHARGE .00 SCHAROZ/ATL.BCH. 0 N �t� N(MCE ALL CIOMAETEFORMSAND FOOTINGS MUST PWRI NQ BE INSPECM111EFORS PERMIT VOID SIKMONTHS AFTER DAT E OF ISSUE BUI), TERIAt,'AVSBISH AND IDEI FROM THIS WOR PUBLIC SPACE,AND MUST BE DING MA K MUST NCYT�BE PLACED IN ';4AULED AWAY 13�,C#HER CONTRACTOR OR OWNER, C+RED UP ANQ, V pr Ot I N 0 C YNITHIHEMECHANIP2S LIS -A E, T IN 1%. ILURE T CAN R SUL 'PAO' t, PRO00h,ty 6 NGTWICEIFO TH" IMPA , VWE ESUILD NTS ' NS WHICH ARE PART OFTH I IS S*ED ACCORDINGTO APPROVED PLA PERMIT NO 80,Y*T,TO AtVOCAMM f ipR ON �OF LAW. OF APPLICABLE PROVI.SidNS V T 0 JUN 17 1"6 ATLANTI H BUILDING EPAATMENT tity of Atlantic Bch; 5", CITY OF ATLANTICIBEACH PER$IT CALCULATION SHEET Address vk-to Date Heated Square Footage per sq it = Garage/She6 el @ $ per sq it = $ Carport/Por! ch J $ per sq it Deck $-per sq it = $ Patio $ per sq it = $ TOTAL VALUATION : $ �-60,ob Total Valuation ist s Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ 00 + 1/2 Filing Fee s Fireplaces @ $15 . 00 $ $ BUILDING PERMIT FEE WATER IMPACT FEE $-- SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP 1 $ ) RADON (HRS) . 0050 $ SECTION H PAVING $ HYDRAULIC SHARES $ CROSS CONNECTION $ (� ) SURCHARGE . 0050 $ OTHER s..- 6 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: MAR CITY OF ATLANTIC BEACH Building and Zoning PERMIT APPLICATION REMODEL , ADDITIONS OR ALTERATIONS DEMOLITIONS owner(s) :, /7" A-Z Address : �9�, A�/�t/ -Phone: Lot #- / Block or Unit # /0,? Subdivision: Contractor: State License # Address : - Phone No: Describe work to be done:. �5Dt?C' 5hed Present use of building:_ -S A ed Valuatiqn of Proposed Construction: �5'oo Proposed use: Is this an addition? If yes , what are the dimensions of the added space: ft . X -- ft . Will the added area be ' heated and cooled? New electrical (or increase)? New plumbing fixtures? New fireplace?_±LNew Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AgFIDAVIT, IF OWNER IS C07TRACTOR. Signature OWNER: D ate: Signature CONTRACTOR: Date: License Supplied: OJ S�, 40 Vt jp�tot "a ow�00 Liability Insurance: Iri- TQ; 0 Worker's Compensation Insurance: LOT 1, BLOCK 103, AS SHOWN ON THE MAP OF ATLANTIC BEACH SIECTION "]I" AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC Rf-:C0Rj])S Oy J)UVAL COUNTY, FLORIDA LESS AND EXCEPT THAT PORTION RECORDED IN OPPICIAL RE-CORDS VOLUME 6519, PAGE 1414, TOGETHER WITH 1/2 OF T11AT PART OF ORCHID STREET LYING EASTERLY OF AND ADJACENT TO SAID LOT 1, CLOSED BY ORDINANCE NO. G5-CO-17, 0 5�OZ 71- pFFOR OV �0 CITY OF ATLANTIC' SEACII� 13UILI)ING OFFICF- 1Y MAR C-- t BYL--L 1.11 -4 0,� �s <z k 11 3-4 7"(J ig�N NY kD e-4 -9, ae ?) `-- CERTIFIED TO: 141:21ely a�:ew� ao. 5 r , 4, I-IdAln T VALID UNLESS EA4BOSSED WTH SEAL OF I THE UNDERSIGNED. MAR 13 199 THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE AS SCALED FROM FLOOD INSURANCE RA 7r A4AP 000/ F.OR ?'!!�l c"/, FL ORIDA, DA TED -7-0-') Building a id Zoning I TRI-STATE LAND SURVEYORS, INC 8411 BAYMEADOWS WAY SUITE #2, IACKSONVILLE, FLORIDA 32256 (904) 7,31-7235 LEGEND I HEREBY CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER 14Y ccNa MON RESPONSIBILE SUPERWSION AND DIREC770N, THAT THE-HE ARE NO Acw COR ENCROACHWENTS EXCEPT AS SHOWN AND THAT 7HE SURVEY SHOWN (S17 W7H C�P I LS 41,") HEREON AdEETS 7HE'A41NI)YUM TECHNICAL STANDAHD'� SET FORTH BY FENce THE FLORIDA BOARD OF LAND SURVE�ORS PUR-�LIANT TO SECTION RON QM(fWND) 472.027, FLORIDA STATUTES cRoss CU7 U. OMDM;RESTMC77CH LANC V'T EASUFN T LARRY�G. EDOY, P.L.5 No. 4144 V MCH T-Of-WA Y V. COARED AREA SCALE: C AR CWOMONW9 PAD e�ErES-T-�� SUR —S TA—TEOF F—LOR—IDA RAOW DISrANCr DATE. 0 9 T,6? PG. ORDER NO.2�Ll t4 ry lb N. ,46 APPROVED OF ATLANTIC BEACI' UILDING OFFICE MAR 1 ,5 ---4 00 All 6 7G f4-PC. TL �F/77,-,1- MAR 131996 Building and Zoning 76 77 '70*Z- IN Ilk 0 co W.50' 0, 2d 1A Go' it sty W46 '4 YVEST JN 7 60 T PSA D -PARTMENT OF SU11,01ING E �CITY OF ATLANTIC BEACH PfRXtt INFORMATION -------- LOCATION INFORMATION ,--------- Pirmi t or t 11609 Address: ' 295 .�MAIN STREET, "O'T 1 C BEACH, -Permit t.Ype. PENCE ATL , FLORIDA 32233 Ctass of �Work� NEW ��_- LZOAL DESCRIPTION --------- Oonstr., Type: WOOD FRANZ Lot : I Bto,�k: � 103 'Section: H 0.1roposed Use, SINGLE' FAMILYi Townshi p RNG* 0 Dikellin0s ; totle; 0 Subdivision,*. '�$ZCTION H Estimated value: �$900 .�:00 Tmprov. �'Oost., Total lees: $10 .�00 Amo t $10 00 Da W k D FEW EPER PLANS, jr C TION APPLICATION FEES N . ............. CITY OF PZVk WATER 114PACT FEE �$0.00 A STREET B 0 OP XCH, FLO41 33 PAC P 2 P Ar RADON #R.S. ,I WAS 98 NVOIRMN11 ON ------- RADON CAB'' $% $01,00 Y N ill Name�* CAPItAL�, IMPROVE $0.00 CROSS CONNECTION, io' .00 Type 1 SZC 'H IMPACT FEE 0.00 ce CONST-SURCHAROR, 00 so All NO-MS: NOTICE:*��_ALL CONCRETEPORMS AND FOOTINOSAUSTift IN$r��BEFORE POLIFING, PERMIT VOID SIX MONTHS AFTER,OAT. I SU BUILDING MATERIAL, RUBBISH AND DEBRIS.FROM,THI$WORK MUST,NOT SEPLAO D:IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AYVAY,BY11THEA CONTRACTOR OR OWNER ifFAILURET" ' HtHE MECHANICS, LIEN ESULT IN LAW .0AWIR PROPE THE INGTWICE FORTHE SLUILOP P ROVEMENTS T I S UED ACCORdING TO APPROVED PLANS WHICH ARE PART OFTHIS PERMIr To F1 OR WA&I VI, LA11ON OF APPLICABLE PRbVISI'OfN,OF LAW. 13" H BOLD ENT AT 4�, NTJC 8� AC J UN 17.1996 oot� pp�1. MY of Atlantic Beh, CITY OF 800 SEMINOLE ROAD AI'LANTIC BEACH,FLORMA 32233-5445 TELEPHONE(904) 247-5804) FAX(904)247-5805 —4",1996 Mark E. Ritter 295 Main Street Atlantic Beach, FL 32233 Dear Sir: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: Lot 1, Block 103, Section H a/k/a 296 Main Street We have found and determined that you are in violation of Standard Building Code Section 104.1 which requires that the a building permit be obtained for construction. We attempted to reach you on several occasions regarding permits for a storage shed and fence on your property. You are hereby notified that unless these conditions are remedied within ten (10) days from the date of your receipt hereof this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. Sincerely, Don C. Ford Building Official DCF/pah cc: City Manager VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED ilk APPLICATION FOR FENCE PERMIT Owners name- Aboi ---------------Phone ",,?2�( Job Addrews___"Q�� f'� ------------------------ Lot--/ ---Block and/or Unit #--103 Subdivision-_/Y Contractor if different from owner ----------------------------------------------------------------- Valuation of fence orner or interior lot --- Or -------(_2�0r�n Typeconstruction..... -------------------- Show location and height of fence an well a a location of MAR 13 1996 Building and Zoning Owner signature ---- ---------------%--Date/// Contractor signature---------------------------------Date........ MAP S110WING BOWVDA_rel� SVI�Vh"; 01" LOT 1, BLOCK 103, AS SHOWN ON THE MAI) OF ATLANTIC 13EACII '*,'CTION I'll" A.,� RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRF.`,NT PUBLIC RECCMDS Op I)UVAL COUNTY, FLORIDA LESS AND EXCEPT THAT PORTION RECORDED IN OFFICI;,1 RECORDS VOLUME 6519, PAGE 1414, TOGETHER WITH 1/2 OF THAT PART OF ORCHID STREET LYING EASTERLY OF AND ADJACENT TO SAID LOT 1, CLOSED BY ORDINANCE NO. G5-CCC-17. o Alim) o_yy-0Z no cr el VQ N 60, 3.4 Al u� ,% 10 tj R \�K'k ej;,y�, 69 ls�k 11*�91 CERTIFIED TO v —k2l t�le,5T -e, /,eL,/roITIIA9�fal, 61,w"n r VALID UNLESS EA46OSSED WTH SEAL OF THE UNDERSIGNED, THE PROPERTY SHOWN HEREON.APPEARS TO LIE MT74IN FLOOD HAZARD ZONE AS SCALED FROM FLOOD INSURANCE RATE MAP0001 FOR 47'zv7-1c_ Fd��a C:/./, FLORIDA, DA TED 4-1-7-82—, TRI-STATE LAND SURVEYORS, INC 8411 BA MEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 LECCND I HEREBY CER77FY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY CoNC MON RESPONSIBILE SUPERWSION AND DIRECRON, THAT THERE ARE NO ARCW cok ENCROACHMEN7S EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN (_q7 107H CAP I LS 4)44) HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SrT FORTH BY FENCE THE FLORIDA BOARD OF LAND SURIIE�ORS PURSt�AIVT TO 5ECTION #?ON CM(FOUND) 472,027, FLORIDA STATUTES. CROSS CUT VULDINC RESVUC77ON LWE i'mue,r LARRY G. ED.,9Y, P.L.5 No. 4144 7s W RJ 6 N T-Of-WA Y 4 COVERIED AREA SCALE: mvmk�-r : AAR CONOMONWC PAD EGI S�1, RADLAL DiSrANCE DA 71E. 0 CONCRETE- 38�3 PG. ORDER NO. iTM VIC Tatt-firatt of Mccupunru Titu a Atlantic 41=4 — Nturiba Department of 'Nuiffing 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. 4 Bldg. Permit No. Use Classification f�ac h Group Type Construction !'Fire Distr ct 9080 Gollfside Dri-vie OwnerofBuilding Address �aeksoivjzllc�, FL 32-"�56 A Locality Beach, FL 32 Buf1d1.9 Address -11-1, LreeL BV: C FORD Building Official Date: POST IN A CONSPICUOUS PLACE CV 45 A CITY OF q, offloc of Building Official REQUEST FOR INSPECTION SD Permit No. Ti, A R e;ved RMI Job ess cality N-z -ontractor U1 I CONCRETE Er- F0 cu'm 6 i N (-k1ECHAN1CZL �-�nd Framing Fooling Rough W ing Re Rooflng Slab Temp Pole Top Out Heating Insulat,on Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. dc A,M. Inspection Made PM.Final In sp-�,Cto� �,on 'I O..P.n�y ate )_ 1% OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE THIS JOB HAS 90T BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any CarperWer, 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 PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 SLOG p.m. Monday through Friday. PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ------------- - ---- - -------- ------------------------------------------------- --------- --------------------------------------- --------- --------------------------------------- --------- --------------------------------------- Enclosed are the blue copies of the permits. WSIH ERE Y, BBUILED;�ITNNG INSPECTION DIVISION . cc:FILE CITY OF A&mae LM SMWV40LI NC4D ATLAMM NEMS,MAW,32133-544.4 TILEFRONZ("d)247-SM VAX 0"247-SM NOTICE TO: Water Department FROM: Building Department DATE: 3-17- 91---" - 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 rely Building Department CITY OF N 0- - 14902 ATLANTIC BEACH Fl ORIDA 19-9 ADDRESS CITYCI� 9 �v When Signed, Dated and Numbered, This Becomes an Reawed Pay!V30111�7101 Rcpt.. 00XjZ MAKE CHECKS PAYABLE TO W32�1911000 3697 CITY OF ATLANTIC BEACH, FLORIDA TREASUREF PSR-3$4 9529 Tu sblvel I 10VIO I ,,�OPARTMENT OF BUIL01". CtTY OF ATLANTIC BEACH'. PERMIT INFORMATION --- ------- LOCATION INFORMATION 7 P#r'Mit Nimb'r- 9529 Addres's 295 14AIN STREET ��'Permit T yte: BUILDING, ATLANTIC BEACH, FLORIDA 32233 Cl ass of Worik: NEW ---------- LZG*,L DESCRIPTION --- 0onstr. Type: WOOD FRAME ' Lot , Block,.* 103 , Section Proposed 'OSe: SINGLE FAMILY j1p H Township: I Codes 0 Su ivi, jsiow StCTION H Estimated Value: Improv. Cost :, $0 .00 Total :Fees $3568-18' Amount, $3568 -ii7s, ' k D M 'HOME PER PLANS HSF 1128 N RMAT APPLICATION #XES' ION :- �7, - -7 -,,, , - ", Name 13 R $382.50� -or", f!," ,PZRKIT C DRIVE 0 00 4L� WATER IMPACT FEE FL 322156 Sl*j IMPAC 4A TAR, 0 R.S� T NFOR14ATV _ON ------ RADON C" 5% Name. S CAPITAL IMPROVE. *42 �,O ',TSIDE SZWZR' T" -LLE, � FLORIDA 32256 CROSS CONNECTION 0 i��— Litengii COCO Type�-- 1 SEC, H IMPACT FEE "", �,- i — I A0�010 CONST'.,SURCHARGE 08 SCH R ,......... ........ E./y iO�Al wM—ete 40, 7TTT�l z NOTES: '4 ao, NOTICE ALL CONCRETE.FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING 01 PERMIT V S X NTHS AFT OF ISSUE ING MATERIAL,RUBBISH AND C 1EBMS F064 Ti+1IS WORK MIT BE PLACED IN PU BLICSPAdEANDMU E HAULED AwAy By EITHER C� ED',uP AND NTR�PTOR OR OV E LIEN LAW CAN I 6Li#,rw MTO COMP VWITH� HE MECHAN,�t R -N G IMPA R6101E , TY OWN EAPAY1 x TWICE'FO"UILDI OVEM, NT IS C ED ACCORDING TO APPROVED PLANS WHICH ARE PART OF'1T4: PjRMIT AND $09JECT10 C ION,OF APPLICABLE PROVISION$,OF L*��- 0,0.t 0" ATLAK BEAC�,B� kpt S Y0114/95 01 Bwo�111�� ------------------- CITY OF ATLANTIC BEACH D LE 10 Alk I PTM9=KIT OF BUILnimn 800 SEMINOLE ROAD ATLAN(IC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION 1--Address-:- 295 STREET mber: 20786 A Permit Type: SIDING ATLANTIC BEACH, FLORIDA 32-21-33 Class of W�rk: NEW I ownship.m 0 Range. Book: U Proposed Use- Lot(s): 1 Block: 10 Section:0 Square Feet 1 Sulb'division: SECTION H Est. Value: Parcel Number: OW4- ).frproy. Cost. 10,532.00 NFORMATION Date Issued: 1 all 2/2000 ame: MARK E. RITTER Totak Few. 97.50 Address- 295 MAINI.STREET Amount Paid: 0-7.Ko �w I j ATLANTIC BEACH, FLORIDA 39223.3 ID42 te Pam: I DI 1112" Phone: t9D4)241-5435 Wiwrk Best-. VffiYL S%U�%G -(SOFFkT -FkSCkp, 7— CONTRACTORI PPLI`%A'1rI'%N FEES A jW67P856Ai,___KURT WILLI-Am PERMIT _97—.5 D Inspect! �_ns Req4hred_ KLQTkr.E- (Kt%PErT(QKtS.MUST 13E REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I BUXDJJNG MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOTBEPLACEDIN PUBLIC SPACE, AND MUST BE CLEARFD UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER T TY 1 "FAILURE -1 0 COMPLY WITH THEC COINST.RUIC.TION 10-11EN LAW CAN RESUL. IN THE PROPER OWNER PAY(NG TWICE FOR BUILDING IMPROVEMENTS" 'ISS- 70-ED ACCORDIING 7 0A1PPRU%JF_D'P1_A14S\70ilZ�i ARE PART 1Dr, F'TRM7. AMD SUBSECT Pe4ccAw% �1f O��.\IIOLATiON OF APPLICABI F PROVISiONS OF LAIVif, $97 1 59 1 14 Date: 18/12190 91 Receipt: OX149 CASH 1 ATLANTIC BEACH BtJILDINGbEPT. CXTY OF ATLANTIC BEACH PMU= APPLXCATZON REMODEL, ADDXTIONS, 0R. AL=ATZONS Ap MOVING, DEMOLXTZONS Owner(s) F Job Add=ess:.,2-K.mxw Phone: Lot 4 / Block dr Unit Subdivision: t41A Contractor: eemle-r 4'pser" state License Address.-,i?05;5 4a,*jesf*j Phone No _404-ok 306 9ft $F City_ State Fc Zip Code 32--Z-47 Describe work to be done: V, T- ?resent use of building: MOMES-7-r6la Valuation of Proposed Construct ion:410 Proposed use: Is this an addition?____1q/0# - if yes, what are the dimensions of the added sp�ice: ft. X -_ ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? 'K New fireplace?_e< New Heat/AC?— SUB2djr MMEE (C0MWEUZCXAL) TWO (RgSXZEXTjAL) CCNpLETZ _cMTS OF PLANS, MCIM)ING SITE PLAN, EMM:tGY COIN YCRMS, NOTICE OF COMMNCMENT, AND CWHERICONTRACTCR , V`IT 11 F omm is CONTRACTCE. .#46,CN-rd Signature OWNER: Date: /6/4�/dv Signature CONTRACT AS TO OWNER: Roseann M. Cori swo, lbef are me this da of 2000. 0 y Expi s M 19,20()4 Tbru 2 TARY PUBLIC AS TO CONTRACTOR: F sworn to and subscribed before me this*/'Ot�day o-f 2000. rBL TARY PUBLIC ROseann M. Corbin COMmissiOn#CC 939161 EXP 8 M 19,2004 fi= JOb' (4-�430) LOT 2-76 / T1 12'0" T.H.E. THIS DWG. PREPARED FROM COMPULE_R MENSIONS) SUBMITTED BY TRUSS MFR." NGS jyPUT 1LOADS & DI Top coORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARI INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 360 360 WEBS 2x4 SP f3 BRG.LOC (FT): 0.00 11.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 01 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-).Uplift --------------------------------------------------------------- **m UPLIFT *x* I *** HANGER K** H5 . -455#(Jacks Only) HUS26 + 27510 -12860(10d 1ply) MTS12 - -1000# i HUS26 + 3315# -1550#06d 1ply) MTS12 - -20000(2 Each) I HHUS48 + 4299# -1660f(IOd 2ply) MTT28B - -37860(2 Each) (10d)i HHUS48 + 51800 -2000f(16d 2ply) MTT28B = -44550(2 Each) (16d)l HGUS48 + 66400 -21990(10cj 2ply) MST60 - -4688f(Per 2ply) HGUS48 + 8000# -26500(16d 2ply) CS150 - -1650#(Each) i HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12' 6' 6 2X5 (A X5(Afl --r- 4"3 u 8' E 1 6' 6' R=966# W=3"B 805# R=966# W=3"8 TAG T1 SEQ: 8344 P,LT. T�_P.-ALPINE OESIGN CRIT=TPI OTY 3 TOTAL = 3 REV. 17.2i SCALE =0.5000 ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 08/25/94 TC LL 30.0 PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY* WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN 09 THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 08/25/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �606 1- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PtYWOOO SHEATHING. BOTTOM CHORD BC LL 0.0 PSF MSK CONNECTORS PER OAAWINGS 130. 250& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 12-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPER IN EVC SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RID 7r" DUR.FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ','e'."Vr-q"'I I L A I--TP I - P1 ATF INST I T ICATION FOR WOOn CONS Tzm7"----1 " ...� o,"' SPACING SEE ABOVE ITYPE Comn Job: (4-2430) LOT 2-76 / T2 12*0" FLAT THIS DWG. PREPARED FROM COMPUTER INPUT_(LOADS & DIMENSIONS)_SUB TRUSS MFR. . TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 11.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100-00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED PROVIDE FOR ADEQUATE ROOF DRAINAGE. IF PARAPET WALLS OR OR FULLY OPEN CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER. DRAINS --------------------------------------------------------------- AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS DRAINAGE AND PREVENT PONDING AT ALL TIMES. M-Gravity (-)-Uplift --------------------------------------------------------------- NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED mm* UPLIFT *** I *** HANGER *** UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. H5 - -4550(jacks Only) HUS25 + 2751f -1286#(100 1ply MTS12 - -10000 i HUS26 + 3315# -1550#(16d 1ply), A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. MTS12 - -20000(2 Each) I HHUS48 + 4299 166OO(IOd 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -37860(2 Each) (10d)l HHUS48 + 5180: --20000(16d 2ply) MTT288 - -44550(2 Each) (16d)l HGUS48 + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 80000 -26500(16d 2ply) CS150 - -1650#(Each) HGUS5.5: +11335# -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3X3 1.5X3 3X3 n u t 0 3X7 12' 1.5X3 1.5) 3 lo 12' Wd R=564# W=3"B R=564# W=3"B TAG T4 SEQ: 8346 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL = I REV. 17.2i SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC TRUSSES REQUIAE EXTREME CARE 08/25/94 TC LL 30 .0 PSF REF X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 08/25/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTIMI BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF DRWG A446 OR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD : BC LL 0.0 PSF MSK CONNECTOAS PEA DRAWINGS 130. 150 1. 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF z ITOT.LO. 47.0! PSF O/A LEN. 12-0-0 oj t CONFOAM W/APPLICABLE PROVISIONS OF NOS& TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 0 Rio Iq SEAL ON THIS OAAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 9*,-' DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TAU E!Rc3":, --1 - TRUSS Pi ATE INSTITUTE, NOS - 1991 NATIONAt DESIGN SPECIFICATION F "I",,.�'�"% SPACING 24.0 TYPE spec Job: (4-2430) LOT 2-76 / T3 20*0" HIPM 9'0" w/STUB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & 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 ILB): 310 210 WEBS 2x4 SP #3 RRr.LOC FT): 0.00 ,.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------- ---------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- N** UPLIFT *** I *** HANGER **m H5 -455#(Jacks Only) HUS26 + 27510 -12860(lod 1ply) MTS12 -10000 i HUS26 + 33150 -15500(16d 1ply) MTS12 -20000(2 Each) I HHUS48 + 42990 -16600(IOd 2ply) MTT28B -37860(2 Each) (10d)l HHUS48 + 51800 -2000#(16d 2ply) MTT28B -44550(2 Each) (16d)l HGUS4B + 66400 -21990(100 2ply) MST60 -4688#(Per 2ply) HGUS48 80000 -26500(16d 2ply CS150 -1650#(Each) i HGUS5.5: ++113350 -39450(16d 3ply)) -- - ------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X5 1.5X3 3 3 6 n I I 1.5 u t=j C> m 0 n u 3X7 12' 3X3 i.5X3 12' R=730# W=3"8 R=551# W=3"B TAG T3 SEG* 8348 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY I TOTAL I R EV. 17.2i SCALE 0.5000 ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 08/25/94 TC LL 30.0 PSF REF )(*IMPORTANT*N SHALL NOT BE RESPONSIBLE FO�ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN us TC OL 7.0 PSF DATE 08/25/94 FAILURE TO BUILD TIC TRUSS IN CONFORMANCE WITH GST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE 14ADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG A446 GR 8 EXCEPT AS OTEO. 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 BC LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 r i6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.L.D. 47.0 PSF O/A LEN. CONFORM W/APPLICAaLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/91) FOR PROPER 12-0-0 SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT CEPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RID OUR.FAC. 1 .33 41N E E�VF',q' IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. E -T� ATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING 24.0" ITYPF S Dec Job: (4-2430) LOT 2-76 / T5 20*0* HIPM 11 '0" THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.' TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 420 370 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 19.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGHT ENO VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. OR FULLY OPEN --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity H-Uplift --------------------------------------------------------------- x*m UPLIFT mmm I KKK HANGER KKK H5 -455#(Jacks Only) HUS26 + 2751# -1286#(10(1 1ply) MTS12 -1000# i HUS26 + 33150 -1550#(16d 1ply) MTS12 -20000(2 Each) I HHUS48 + 4299# -1660000d 200 MTT288 -3786f(2 Each) (IOdIl HHUS48 + 51800 -2000#(16(J 2ply) MTT28B -44550(2 Each) (166)1 HGUS48 + 6640# -2199#00d 2ply) MST60 -4688#(Per 2ply) HGUS48 + 80000 -26500(16d 2ply) CS150 -1650#(Each) i HGUS5.5- +11335# -39450(16d 3p I y ----------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS .9, 4X 3X4 1 .5X3 u 1 .5X3 0 Ei if) -W-3 3X4 (A I) _48 �3X 3 20' 20' R=1117# W=3"8 R=916# W=3"B TAG T20 SEO: 8352 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY I TOTAL z; I R EV. 17.2i SCALE =0.2500 ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE 08/25/94 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 H113-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 08/25/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH USTIM)BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. 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 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 6606 z BC LL 0.0 PSF MSK t CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE OF 47 .0 PSF -0-0 e':� CONFORM W/APPLICABLE PROVISIONS OF NOS I. TPI,. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER TOT.LD. O/A LEN. 20 ON THIS DRAWING APPLIES TO THE DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 Rio SEAL COMPONENT DUR.FAc. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR , TPI - TQk)q9 P1 ATF_TNSTITUTE, NOS = iggi NATIONAL 0 SIGN SPFCTFICATION FOR WOOO CONSTRUCTION ISPACING 24.0 ITYPF hips ob7 (4-2430) LOT 2-76 / T6 20'0" HIPM 13'0" THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS_MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TOP CHORD 2x4 SP 02 N UPLIFT ILB): 410 400 BOT CHORD 2x4 SP :2 N BRG.LOC (FT): 0.00 19.71 WEBS 2x4 SP 3 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. M91 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) IX4 "T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH OR FULLY_OPEN Bd NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY -------- ------------------------------------------------------ ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (fl-Gravity H-Uplift --- ------ --- --- ------ --- RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. ------**m-UPLIFT-*K*--------I-----------**M-HANGER-N**--------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. H5 - -455#(Jacks Only) HUS26 + 2751# -1286#(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 i HUS26 + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 + 42990 -1660#(10d 2ply) MTT288 - -3786#12 Each) (10d)l HHUS48 + 51800 -2000#(16d 2ply) MTT288 = -44550(2 Each) (16d)l HGUS48 + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 + 80000 -26500(16d 2ply) CS150 - -1650#(EaCh) I HGUS5'5- +11335# -39450(16d 3p y) ----------------------------------- ------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 13' 7 i 5X5 i.5X3 A) 1 .5X3 0 0 6 Lo to 3X4 (Al) 3X4 w 3X3 20' 2' 20' R=1117# W=3"8 R=916# W=3"B TAG T30 SEQ: 8354 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL = 2 REV. 17.2i SCALE =0.2500 *ALPINE ENGINEERED PRODUCTS, INC TRUSSES REQUIRE EXTREME CARE 08/25/94 TC LL 30 .0 PSF REF X*IMPORTANT* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DE51GN Us TC DL 7 .0 PSF DATE 08/25/94 FAILURE TO BUILD THE TRUSS IN CONFOR14ANCE WITH OSTes BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 01 1 11 10 .0 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC LL 0.0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PEA DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 20-0-0 t CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PR 0 Nr SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A Copy OF THIS 0 RI-O DUR.FAC. 1 .33 A WAY VN E EVC',9 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHE DESIGN TO THE TRUSS ERECTION CONTRACTOR. E ISPACING 24.0" TYPE TPI - tEl!��i P1 AT TN�;TITUTF. Nns - 1941 NATIONAL OFSTGN SPECIFICATION FOR WDOO CONSTAtJCTTON ........ I hips Job: (4-2430) LOT 2-76 / T7 20*0" HIPM 15'0" THIS DWG. PREPARED FROM COMPUTER INPUT (LD DS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BUT CHORD 2x4 SP 02 N UPLIFT (LB): 400 420 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 19.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) IX4 *T* BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (+)-Gravity (-)-Uplift RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 -455#(Jack5 Only) HUS26 + 2751# -1286#(100 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 -10000 i HUS26 + 33150 -15500(16d 1ply) MTS12 -20000(2 Each) I HHUS48 + 42990 -16600(IOd 2ply) MTT288 -37860(2 Each) 0001 HHUS48 + 5180# -2000f(16d 2ply) MTT28B -44559(2 Each) (16d)l HGUS48 + 66400 _21990,10d 2ply) MST60 -4688#(Per 2ply) HGUS48 + 80000 -26500 16d 2ply) CS150 -1650#(Each) i HGUS5.5- +113350 -39450 16d 3ply) -- - ------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 15' —5- 5X6 I 1.5X3 (A) 0 6 C7-- 3X4 (A 0 3X4 3X3 20' �_2' 20' R=1117# W=3"8 R=916# W=3"B TAG T31 SEQ: 8356 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL = 2 REV. 17.2i SCALE =0.2500 ALIM ENGINEERED PRODUCTS 1. TRUSSES REQUIRE EXTREME CARE 08/25/94 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 HIO-91 BY TPI. SEE THIS DESIGN LIS TC DL 7.0 PSF DATE OB/25/94 FAILURE TO BUILD Tit TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG A445 GR 8 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 BC LL 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 & 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 20-0-0 LU CONFORM W/APPLICABLE PROVISIONS OF NOS& TP;. AN ENGINEEA*S ALPINE TECHNICAL UPDATE 0/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS RI IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 -33 05 ITYPE hipS t IPT - TRW�;S PIAIF TNSTITkJTE -NOS-- 1991 NATTONAt--DESIGN SPECIFICATION FOR WOOD ISPACING 24.0 Job: (4-2430) LOT 2-76 / T8 25*0" HIPS 7'0" THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N :T2 2x6 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 990 990 WEBS 2x4 SP #3 BRG-LOC (FT): 0.00 24.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . fl HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (1991_SBC) ------------------------------------- ------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (0-Gravity H-Uplift --------------------------------------------------------------- K** UPLIFT *** I **M HANGER mx* H5 - -455#(Jacks Only) HUS26 + 27510 -12860(10d 1ply) MTS12 - -10000 i HUS26 + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 + 4299# -16600(10d 2ply) MTT280 - -37860(2 Each) (1001 HHUS413 + 51800 -20000(16d 2ply) MTT288 = -44550(2 Each) (16M HGUS48 + 6640# -21990(10cj 2ply) MST60 - -4688#(Per 2ply) I HGUS48 + 80000 -26500(160 2ply)) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply ----------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 25 7 It 7 5X 12 i.5x4 T2 5XI 2 n T U m > 1.5X3 1.5X3 6 F,- m 3X8(BI) 3x8 (B 1) 3X4 4X5 3X4 3X9 25' 1-2- 25' win 2' —1 7' 7' R=2514# W=3"8 578# 578# R=2514# W=3"B TAG T7 SEQ* 8358 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = I TOTAL I REV. 17.2i SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES WOUIRE EXTREME CARE 08/25/94 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 HIS-91 BY TPI. SEE THIS DESIGN Us TC DL 7.0 PSF OATE 08/25/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE I ALPINE CONNECTORS ARE 04AOE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC LL 0 .0 PSF MSK TRUSS AN13 UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 & 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 47.0 PSF -0-0 STATE OF TOT.L.D. O/A LEN. 25 t CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI,. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER I N,Z' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RID DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIEG UPON IN ANY OTHER WAY. I DESIGN HE 11 5 ERECTION C:11TAC NOS m 1991 NATIONAI DFSIGN SPFCTIO '____T_US .................TOR____i SPACING SEE ABOVE TYPE hipS , I D ..D':.NS ': I -IPI - TAUSS P1 ATF INSTTTUTF 171.AT ON F . N Job: (4-2430) LOT 2-76 / TIO 25'0" HIPS 11'0' THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. ' TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X 4 SO #2 N UPLIFT (LB): 530 530 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SOC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-uplift --------------------------------------------------------------- *** UPLIFT **x I *** HANGER *** H5 - -455#(Jacks Only) HUS26 + 2751# -12860(10d 1ply) MTS12 - -1000f i HUS26 + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 + 4299# -1660#(100 2ply) MTT288 - -37860(2 Each) (100H HHUS48 + 5180# -20000 1 160 2ply) MTT288 - -4455#(2 Each) (160)1 HGUS48 + 6640# -219901100 2p ly) MST60 - -4688#(Per 2ply) I HGUS48 + 8000# -2650# 160 2ply) CS150 - -1650#(Each) I HGUS5'5- +11335# -3945# 16d 3ply) -------------------------------------- --------------------- -- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLlFT/HANGER DETAILS 3 5X5 X5 1.5X3 1 .5X3 0 6 C;-- L0 3X4 (Al) 3X4 (Al) 3X4 3X4 37-4 3X4 25' 25' 2' R=1328# W=3"8 R=1328# W=3"8 TAG T�l SEQ: 8362 PLT TY .-ALPINE DESIGN CRIT=TPI OTY = I TOTAL I REV. 17.2i SCALE =0.2500 PINE ENGINEERED PRODUCTS INC TRUSSES IRE EXTREME CARE 08/25/94 TC LL 30 .0 PSF REF **IMPORTANT**ASHALL NOT BE RESPONSIBLE FO�ANY WARNING IN HANDLREIGNUG. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN us 1,.11 TC DL 7.0 PSF DATE 08/25/94 FAILURE TO BUILD fit TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 6606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF MSK "e1NEEiV1c'q' CONNECTORS PER DRAWINGS 130. 150 & 16GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 47.0 PSF O/A LEN. 25-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/11/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 Rio OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR. r__C1 T�l TA�-11; PIATF INqTIT ICATTON FOR WOOD CONSTRUCTION SPACING 24.0 ITYPE hipS Job: (4-2430) LOT 2-76 / Tit 25-0" COMMON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 530 520 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. OR FULLY OPEN ------- ------- -- ----- ------------- ------------ MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------TYPICAL-SIMPSON-OR-EQUAL-UPLIFT/HANGER-REQUIREMENTS------ W-Gravity (-)-Uplift --------------------------------------------------------------- **w UPLIFT *mm I *** HANGER *x* H5 . -4550(jacks Only) HUS26 - + 27510 -1286#(100 1ply) MTS12 - -10000 i HUS26 - + 3315# -15500(16U 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -37860(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply) MTT28B = -4455#(2 Each) (16d)l HGUS48 - + 66400 -21990(100 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -394501160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12 6 12 1 6 4X4 1 .5X3 1.5X3 6 F,- to 3X4 (Al) 3X4 (A I) 25' 25' 2 R=1328# W=3"8 R=1328# W=3"B TAG T22 SEQ: 8396 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL I REV. 17.2i SCALE =0.2500 ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE 08/25/94 TC LL 30 .0 PSF REF )()(IMPORTANT**SHALL NOT BE RESPONSIBLE FOTI ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN % FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTAB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT us TC DL 7.0 PSF DATE 08/25/94 BRACING RE ALPINE CONNIECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD �606 BC LL 0.0 PSF MSK CONNECTORS PER CRAVINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE CONFORM W/APPLICABLE PROVISIONS OF NOS& TPIt AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER STATE OF TOT.LD. 47.0 PsF O/A LEN. 25-0-0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS o R10 DUR.FAC. 1 .33 IN O.1Y. AND StIALL NOT OF RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. r ZN TPI - T,1,,�9 Pt ATF 1��TjTtITF, NnS = 1991 NATIONAt OESIrN SPECIF ISPACING 24.0" ITYPF COMN Job: (4-2430) LOT 2-76 / T12 25'0" COMMON w/STUB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N :T2 2x4 SP #I N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 440 330 WEBS 2x4 SP 03 8RG.LOC (FT): 0.00 19.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS W-Gravity H-Uplift ------------------- ---------------------------------------- *NK UPLIFT *N* I *** HANGER *** H5 - -455#(Jacks Only) HUS26 - + 2751# -12860(10d 1ply) MTSt2 - -1000# i HUS26 - + 33150 -15500(16d JOY) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 51130# -2000#(16d 2ply) MTT288 = -4455#(2 Each) (160)1 HGUS48 - + 66400 -2199#(100 2ply) MST60 - -4668#(Per 2ply) HGUS48 - + 80000 -2650:(16d 2ply) CS150 - -1650#(Each) ! HGUS5.5- +11335# -3945 (16d 3ply) ------------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12 6 7 2 8 4X4 T2 1.5X3 3X4 6 F�_" UD 2'11"15 3X4 (A I) t __�-3 m '1'8' 3X4 3X4 1.5X3 19 8 8 - 1 R=1103# W=3"8 R=902# W=3" TAG T�3 SEQ: 8398 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL = 2 REV. 17.2i SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, Nc IAUSrEs REGUIRE EXTREME CARE 08/25/94 TC LL 30 .0 PSF REF r **IMPORTANT*X 'HALL NOT BE RESPONSIBLE FOR INY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN SPECIAL PERMANENT BRACING RE FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL TC DL 7.0 PSF DATE 08/25/94 ALPINE CONNEC70AS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF MSK t CONNECTORS PEA DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF CONFORM W/APPL ICAaLE PROVISIONS OF NOS& IPI�AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPER TOT.LD. 47.0 PSF O/A LEN. 19-8-8 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 Rio IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. _.s DUR.FAC. 1 .33 F INEEPC 24-0 TP1 - TP1jSS P1 ATF TNSTITUTF, NO2 L-221 NATIONAL DFSTGN SPFCIF ISPACING _EOMN __.__ITyPE Job: (4-2430) LOT 2-76 / T13 25'0" COMMON w/STUB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR'. TOP CHORD 2x4 SP 02 N :T2 2x4 SP 01 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 450 330 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 19.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15-00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REOUIREMENTS (+)=Gravity (-)-Uplift ------------------- ---------------------------------------- max UPLIFT a** I a** HANGER **a H5 . -455#(Jacks Only) HUS26 - + 27510 -12860(10d 1ply) MTS12 - -1000# i HUS26 - + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT268 - -3786#(2 Each) (100)1 HHUS48 - + 51800 -2000# 16d 2ply) MTT26B - -4455#(2 Each) (16d)I HGUS48 = + 66400 -2199 (110d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650:(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945 0 160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12 6 -7-6" Wo 4X4 T2 1 .5X3 3X4 t(D T2'10*3 3X4 (A I) X4 3X4 1 .5X3 2' 20' R=Ili7# W=3"8 R=916# W=3'*8 TAG T24 SEO: 8400 PLT. TYP.—ALPINE DESIGN CRIT=TPI QTY 4 TOTAL 4 REV. 17.2i SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REGUIRE EXTREME CARE 08/25/94 TC LL ' 30.0 PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND %li. DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 08/25/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC OL 10 .0 PSF DRWG POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF MSK tRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. 5606 CONNECTORS PEA OAAWINGS 130. 150 L 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT 0 PSF O/A LEN. 20-0-0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C IN ONt Y, AND SHAL L OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR [OUR FAC. ONFORM W/APPLICABLE PROVISIONS Of NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER 47 . AID 1 .33 NOT BE RELIEU UPON IN ANY I "71 " rTA'r X11 ATf IN�TTTUTF, NDS = iq91 NATTONAI DFSIGN SPFC.IFIrATTON FOR WOOD C07�lAtICTTON E 24.0 ITYPE COMN Job: (4-2430) LOT 2-76 / T14 32'0" HIPS 7'0" THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N :T2 2x6 SP #I Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 01 Dense UPLIFT (LB): 1240 1240 WEBS 2x4 SP 03 BRG.LDC (FT): 0.00 31.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ft HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)=Uplift ------------------- ---------------------------------------- *** UPLIFT *** I *** HANGER mm* H5 . -455#(Jacks Only) HUS26 + 2751f -12860(10d 1ply) MTS12 = -10000 i HUS26 + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 + 42991 -1660#(Iod 2ply) MTT28B - -37860(2 Each) (100)1 HHUS48 + 5160# -2000#(16d 2ply) MTT28B = -4455f(2 Each) (16d)l HGUS48 + 66400 -2199f(IOU 2ply) MST60 - -4688f(Per 2ply) HGUS48 8000# -26506(16d 2ply) CS150 - -1650#(Each) i HGUS5.5: ++11335# -3945f(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 32' 7 7 5X 14 3X4 125X4 5X 14 5X3 3X 1 .5X3 3'10"3 6 1.5X3 3X3 (CI) 3X3 (CI) 4X7 (CI) 4XMI) U4 3X9 HS412 3X14 3X5 32' ru 32' nj 7' 18' 7' R=3231# W=3"B 5780 578# R=3231# W=3"B TAG T15 SEQ: 8376 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL = I AEV. 17.2i SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 08/25/94 TC LL 30.0 PSF REF )(*IMPORTANT**SHALL NOT BE FIESP014SIBLE FO� ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN us TC DL 7.0 PSF DATE 08/25/94 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 GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC OL 10.0 PSF ORWG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF MSK CONNECTORS PEA DRAWINGS 130. 150 & 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF z 47 .0 PSF O/A LEN. 32-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI,AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER TOT.L.O. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS 0 RID IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 .33 1111 - NATF IN';111117f. ND% - 19q1 NATtONAI DF91GN f',1'fC11 TCA(TON FOH WOOF)CON,j__7,,,,oN___j ISPACING SEE ABOVE ITYPE hipS Job: (4-2430) LOT 2-76 / T15 32'0" HIPS 9'0" THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N :T2 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x 4 SP 02 N UPLIFT (LB): 650 650 WEBS 2x4 SO 03 BRG.LOC (FT): 0.00 31.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift ------------------- ---------------------------------------- N*m UPLIFT N*m I **m HANGER *** H5 . -455#(JaCkS Only) HUS26 + 2751# -12850(10d 1ply) MTS12 - -10000 i HUS26 + 3315# -15500(t6d tply) MTS12 - -20000(2 Each) I HHUS48 + 42990 -166OO(IOd 2ply) MTT28B - -3786#(2 Each) (100H HHUS48 + 51800 -2000#(16d 2ply) MTT28B = -4455#(2 Each) (16d)l HGUS48 + 66400 -2199#(10cj 2ply) MST60 - -4688#(Per 2ply) HGUS48 + 8000# -26500(16d 2ply) CS150 - -1650#(Each) i HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14' 9' --- 1 .5X3 T2 56 T 1.5X3 >1 .5X3 3X5(A 1) �U5(A I) -T,r 3 '14z<1 1 8' X4 5 7 3X4 32' CU 32 R=1657# W=3"B R=1657# W=3"B TAG T16 SEO: 8378 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = I TOTAL I REV. 17.2i SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE 08/25/94 TC LL 30 .0 PSF REF X*IMPORTANT*K SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND TC OL 7.0 PSF DATE 08/25/94 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT 814ACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 70 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 BC LL 0.0 PSF MSK "grNE01S91 CONNECTORS PER DRAWINGS 130. 150 G IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L.D. 47.0 PSF O/A LEN. 32-0-0 CONFORM W/APPL ICABLE PROVISIONS OF NOS& TPI.�AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FOR PROPER SEAL ON tHIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RVO IN ON11. AN.�.ALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 9", R.FAC. 1 .33 ISPACING 24.0" hipS Till . Tr4)�,� P1 ATE INSTITUTF, NOS = 1991 NATIONAt OFSTGN SPFCIFICATION FOR WOO CONSTRUrTION ITYPE Job: (4-2430) LOT 2-76 / T16 32'0" HIPS 11'0" THIS DWG. PREPARED FROM COMPUTER INPUT (L ADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 770 450 WEBS 2x4 SP 03 BRG.LOC (FT): 4.00 31.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED' A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OA SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING xxx UPLIFT i(mm I *** HANGER Milk INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 . -455#(Jacks Only) HUS26 + 2751# -1286#(IOLI 1ply) MTS12 - -10000 i HUS26 + 3315t -15500(16d Sply) MTS12 - -20000(2 Each) I HHUS48 + 4299# -16600(10d 2ply) MTT288 - -3786#(2 Each) (10d)l HHUS48 + 5180# -2000#(16d 2ply) MTT28B = -44550(2 Each) (16cj)l HGUS48 + 66400 -21990(10d 2ply) MST60 - -468BO(Per 2ply) HGUS48 + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) i HGUS5.5- +11335# -3945#06d 3ply) ------------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10' + I I , 5X4 3X4 5X4 T i rr) 4X5 11.5X3 0 6 U-) 3X4 (Al) 3X4 (Al) 2X4 3X8 3X 3X 48, 4 - 28' ru 32' R=i896# W=3"8 R=1265# W=3"B TAG T25 SEQ: 8380 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY I TOTAL I REV. 17.2i SCALE =O. IB75 ALPINE ENGINEERED PR..UCI1 INC TRUSSES REQUIRE EXTREME CARE 08/25/94 TC LL 30 .0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FO�ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN FAILURE TO BUILD THE TRUSS IN COWOR14ANCE WITH GSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING HE Us TC DL 7 .0 PSF DATE 08/25/94 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF QRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD Z 5606 t CONNECTORS PEA DRAWINGS 130. 150& 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE :: Z BC LL 0 .0 PSF MSK CONFORM W/APPLICABLE PROVISIONS OF NOS& TPr'. AN ENGINEER'S ALPINE TECHNICAL UPDATE STATE OF z TOT.LD. 47.0 PSF O/A LEN. 32-0-0 (7/t/91) FOR PROPER 0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Rig IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTI2N C NT2��IOR. DUR.FAC. 1 .33 �._ _2_ SPACING 24.0" -TP ATIONAL DFSIGN_SPFTIF TCAT TON FOR WOOn N7TA��T�DN ITYPF hips Job: (4-2430) LOT 2-76 / T17 32'0" HIPS 13'0" THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2;4 SO 02 N PROVIDE UPLIFT CONNECTIONSOAT BEARINGS AS INDICATED. BOT CHORD 2 4 SO 02 N UPLIFT (LB): 770 4 4 WEBS 2TT4 SP 03 BRG.LOC (FT): 4.00 31.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED (A) IX4 -T- BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. mm* UPLIFT *m* I *x* HANGER *** H5 _-455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) CONTRACTORS WARNING: MTS12 100010 HUS26 - + 33150 -t550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -20000(2 Each) HHUS48 - + 42990 -t660f(JOEJ 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 -3786#(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 = -4455#(2 Each) (16d)I HGUS48 = + 66400 -21990 11 00 2ply) MST60 - -4668#(Per 2ply) HGUS48 - + 80000 -26500116a 2ply) CS150 - -1650#(Each) ! HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13 _6' 13 5X5 5X6 6X4 1.5X3 C) 6 F,7,- u:) 3X4 (Al) 3X4 (Al) —TW"3 4 3X4 -+8' 4' 28' 32' R=1896# W=3"8 R=1265# W=3"B TAG T26 SEQ: 8�82 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = I REV. 17.2i SCALE 0. 1875 ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 08/25/94 TC LL 30 .0 FTSF REF X*IMPORTANT**SHALL NOT BE RESPONSIBLE FO'R ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE Tills DESIGN US TC DL 7 .0 FTSF DATE 08/25/94 I All U111. TO OURO THE TRUSS IN CONFORMANCE WITH OSTUS BY 111. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE 14AOE OF 206A GALV. STEEL MEETING ASTM QUIREMENIS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG A446 GR 8 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 Z: BC LL 0 .0 FTSF MSK CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF —0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI.�,AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER TOT LD 47.0 PSF O/A LEN. 32 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (0)Rio V,Z' !OUR!FAE 1 .33 IN OWY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR. Ttltj�� TNSTITLIT.F _!Lfj� "II)gl,�iA!,IO.NAI.nF51C,!L.2Lf-,jFILA.TION f2.AW�20_�,�N T� T�l P1 ATF L —ASPACING 24.0 ITYPF h i pS ob: (A-2430) LOT 2-76 / J1 EJ7 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR_ - TOO CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 212.01. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT *** I N** HANGER *** CONTRACTORS WARNING: H5 . -455#(Jacks Only) HUS26 + 2751: -1286#(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# i HUS26 + 3315 -1550#(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 + 42990 -16600(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -37860(2 Each) (1Odlj HHUS48 + 51800 -2000#(16d 2ply) MTT28B - -44550(2 Each) (16d)l HGUS48 + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 8000# -26500(16d 2ply) CS150 - -1650#(Each) i HGUS5.5: ++11335# -39450(16d 3p]y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=212# W=1"8 �+l 1'6"4 0 6 2WAI) 4"3 _V* 2' 7' R=526# W=3"8 R=73# W=I"8 TAG T32 SEQ: 8384 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 17 TOTAL 17 REV. 17.2i SCALE =0.5000 ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 08/25/94 TC LL 30.0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FO'A ANY WARNING IN HANDLING, ERECTION AND "W111 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN us TC DL 7.0 PSF DATE 08/25/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTaa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DAWG A446 GR a 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 BC LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 F. 16GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI.,AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPER Nr SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 9-" IN Q�Ly. AND S�AIL NOT BE RELIED UPON IN ANY OTHER WAY. eN E DUR.FAC. 1 .33 DESIGN TO THE TRUSS ERECTION CONTRACTOR. NATIONAI OESIGN SPECIFICATION FOR WOOD CO STRUCTION ISPACING o" ITYPF jack Job: (4-2430) LOT 2-76 / J2 CJ5 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. HOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 133.72. --------------------------------------------------------------- TYPICAL SIMPSON OR EGUAL UPLIFTMANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (fl-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- mum UPLIFT *** I *** HANGER *** CONTRACTORS WARNING: H5 - -455#(JaCks Only) HUS26 - + 27510 -1286#(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 i HUS26 - + 3315# -15500(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -37860(2 Each) (10d)l HHUS48 - + 5180# -2000#(16d 2ply) MTT28B = -44550(2 Each) (16d)l HGUS48 = + 66400 -2199 10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650:11160 2ply) CS150 - -1650#(Each) i HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS R=134# W=1"8 10'6"4 M 0 6 2X4 (Al) 4"3 5' R=445# W=3"B R=44# W=I"8 TAG T33 SEG: 8386 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 12 TOTAL = 12 REV. 17.2i SCALE =0.5000 ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 08/25/94 TC LL 30 .0 PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE F014 ANY' WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN us TC OL 7.0 PSF DATE 08/25/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECtGRS ARE MADE OF 20GA GALV. STEEL MEETING ASIM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG A4A6 GA 8 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5506 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF MSK CONNECTORS PER Of4AWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.1-0. 47 .0 PSF O/A LEN. 5-0-0 STATE OF z CONFORM W/APPLICABLE PROVISIONS OF NOS& 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 a Rio IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR 91, DUR.FAC. 1 .33 � LOT - PIATF IN9TITUTF NDS = 19 1 NATIONAL DESIGN SPtCl ........ ISPACING 24.0" ITYPF j aCk___1 ob: (4-2430) LOT 2-76 / J3 CJ3 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS IND CATED. BOT CHORD 2.4 SP #2 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP #2 N 8RG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 37.26. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. M-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- M:* UPLIFT *N* I *** HANGER *mm CONTRACTORS WARNING: H5 -4550(jaCks Only) HUS26 + 2751# -1286#(IOd 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# i HUS26 + 3315# -t5500(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 + 42990 -1660#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT26B - -37860(2 Each) (10d)l HHUS48 + 5180# -20000(16d 2ply) MTT28B - -4455#(2 Each) (16011 HGUS48 + 66400 -2199#(tOo 2ply) MST60 - -4688#(Per 2ply) HGUS48 8000# -2650#(16d 2ply) CS150 - -1650#(Each) i HGUS5.5: ++11335# -3945f(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS R=37# W=1"8 T4tVg'6"4 0 6 ___r_ 2X4 (Al) 4 1"3 2' _3' R=384# W=3"8 R=14# W=I"8 TAG T34 SEQ: 8388 PLT. TYP.-ALPINE DESIGN CAIT=TPI OTY = 12 TOTAL 12 REV. 17.2i SCALE =0.5000 ALPINE ENGINEERED PRODUCTS' INC TRUSSES REGUIRE EXTREME CARE 08/25/94 TC LL 30.0 PSF REF X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 'o TC DL 7.0 PSF DATE 08/25/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 11 eF1 BC DL W -0 PSF DRWG A446 GA 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 TRUSS AND UNLESS OTIFERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF MSK CONNECTORS PER D"AWINGS 130. ISO& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE t IN ERS - STATE OF 47.0 PSF O/A LEN. 3 CONFORM W/APPL ICABLE PROVISIONS OF NOS& TPI.,AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER TOT.L.0. -0-0 SEAL ON THIS OPAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Al IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY J DESIGN TO THE TRUSS ERECT102N CONTRACTOR� E, IDUR.FAC. 1 .33 O.�TFIT - Tnlj�,; P1 ATE TNST TP.E�TT ON t— SPACING 24.0" ITYPE jack ob: (4-2430) LOT 2-76 / J4 CJ1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2x4 SP #2 N MMWARNINGKM AN UPLIFT REACTION OF -228# OCCURED ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)=Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING M*M UPLIFT *NK I *** HANGER mm* INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 . -455#(Jacks Only) HUS26 + 275if -12860(10d 1ply) MTS12 = -1000# i HUS26 + 331501 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 + 42990 -1660#000 2ply) MTT28B - -3786#(2 Each) JlOd)J HHUS48 + 518001 -20000(16d 2ply) MTT28B - -4455#(2 Each) (16d)l HGUS48 + 6640# -21990(10d 201y) MST60 - -4688#(Per 2ply) I HGUS48 + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5*5- +113350 -3945fti6a 3ply) -- - ---------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 8 6"4 2X4 1) 10*3 4 1"3 8' 2 R=505# W=3"B TAG T35 SEQ: 8390 PLT. TYP.-ALPINE DESIGN CRIT-TPI QTY = 12 TOTAL 12 AEV. 17.2i SCALE =0.5000 ALPINE ENG I EREO PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 08/25/94 TC LL 30.0 PSF REF X*IMPORTANTN-x SHALL NOT BENERESPONSIBLE FCi4 ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE OB/25/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT 13RACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 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 BC LL 0.0 PSF MSK CONNECTORS PER DHAWINGS 130. 150& 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF 47 .0 PSF.O/A LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI,, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/l/911 FOR PROPER TOT LO. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OR10 IDUR FAC. 1 .33 ',,et IN ONLY, ANO SV4ALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR 0 -1 PIATF !NqTTTU�F, _��D � 1991_N!IT N &�JGN t��Frj�ICA ON 0 0 CO ST 11" N 24.0 ISPACING JTYPF jack Job: (4-2430) LOT 2-75 J5 HJ7 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SO #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 01 N UPLIFT (LB): 360 200 200 WEBS 2x4 SP 13 BAG.LOC (FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 375.91. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 W-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER **x A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 . -455#(Jacks Only) HUS26 + 2751: -12860(100 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# HUS26 + 3315 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HFIUS48 + 42990 -166OO(IOd 2ply) CONIRAF,T G: MTT28B - -37861(2 Each) (10d)l HHUS4 GN jqL-�Jffl 0 THIS TRUSS 15 DES 13 tjO#jg16d 2ply) AfAWNAND/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each) (1601 HGUS4 = 0 1 9# Od 2ply) AT SPECIFIC LOCATIONS. A ICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) HAF�C T INSTALLATION TO ENSURE THAF THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) HGUS5.5- +113350 -394501160 3ply) f------------ 12'8 12 --------------4F----------------------------------— -5 LUMBER UETAI -iFT/H"GER DETAILS �+l 1'6"8 1.5X3 C3 4.24 2X4 (A I) 4"3 8' 3X4 2'9 15 9 10 13 le —4*2"15 - 5'7" 14 R=563# W=4"15 - 123# R=376# W=1"8 TAG T36 SEQ: 8392 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL 4 REV. 17.2i SCALE =0.5000 ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE 08/25/94 TC LL 30 .0 PSF REF X*IMPORTANT**SMALL NOT BE RESPONS18LE FOR ANY* WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 08/25/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS AAE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS 07HEAWM INDICATED. TOP 13C DL 10 -0 PSF DRWG A446 OR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER z M06 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF MSK CONNECTOAS PEA DRAWINGS 130. 150 & 160A-F. DESIGN STANOAADS WITH PAOPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47.0 Ps A LEN. 9-10-13 fill CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI.-Ah ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER :. I EIRS F 0/ SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT HE RELIED UPON IN ANY OTHER WAY. ,DESIGN TO THE TRUSS ERECT12N -TP PIATE INSTITUTE NOS = 1991 NATIONAL DESIGN SPFCIFICATTON FOR WOOD I TRUCT..N ISPACING SEE ABOVE ITYPE ja TRANSMITTAL DOCt*MNT!_-F?R JEA DATE: -�? / 7 �' l The following permits have passed "rough" inspection: Permit No. Address --'--mdkxmmc3mmxgtxkuo*mmpdxmx=fKxWmVoxmd*=. Please update your records accordingly. Thar *L BUILDING CLERK CITY OJF ATLANTIC BEACH /vcb CJ�Y OF 4&an&- ho"_44" II Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received PW 'J( Locality Owner's Name Contractor MECHANICAL BUILDING CONCRETE ELECTRICAL /��WMBIN Framing f Fooling f� Rough Wiring Pl Rough ir Cond.& Re Roofing I Slab F" Temp Pole F, Top Out F] Heating Insulation Lintel f-� Final I Sewer t Fire Place Pre Fab READY FOR INSPECTION Tues. Wed. Thurs. AW Inspection Made PM Final Inspection Cott!ficatv of Occupancy OF ADDITIONS or CORRECTIONS i DO 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 4 Z2c,//,P/---e—' 7-- 21-51;71C Z2 �7�2 ze-c, A le��A- D 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 ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. 13LDG CIT'i OF office 01 R7:ouF-ST FOP, I-NSPECT10N' /1;7 )ate No- ----- 'ime leceived oahty job d Con"r-do" HANICAL NG MECr Co"'Ic"IETE Air--ond. WILDING Fc iting Hrating Fire Pla-Ce ."rong Stab ;,a Roofing Unid ;RaIC Pre Fab F,idiy READY FOR 'floN Ion, FV., �clinn Cc tjfjc,,)!, o_f orXomamy D,Ile 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: 'a 9 S- -------------------------- ------------------------------------------------- ------------------------------------------------ ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. S ELY� BUILDING INSPECTION DIVISION oc:FILE CITY OF 4&400&0 19"44- Office,of Building Official LIZ' REQUEST FOR INSPECTION Date— Permit No. Time r-A Received 3 !;001 y Owner's Job AddrAs Localit Name —C.3tractc BUILDING CONCRETE ELECTRICAL (--PWM-8WG-7--, MECHANICAL Framing Fociting 0 %ugh Wiring 0 Air Cond.& Re Roofing Slab 0 Tomp Pole 0 Top Out Heating ire PI, Insulation Untel 0 Final 0 Sewer 2%F,I ce a Fab READY FOR INSPECTION (:A�..;M7> Mon. Vied. Thurs. Friday A.M, Inspection made —PM. Inspect3e Final Inspection 0 Certificate of Occupancy 0 Data N CITY OF 74&a41t& AeacA-&7&Taa Office of Building Official REQUEST FOR INSPECTION Date Permit No. - 9�� 9 Time -S Received P.M. Job Addr s Locality Owner's Name contr to --B--UILDN CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing Rough Wiring Rough Air Cond. & Re Rooting Slab Temp Pole Top Out Heating lnsula�;on Lintel Final Sewer Fire Place Pre Fab READY FOP, INSPECTION A.V., PM Mon. Tues. Wed. Thurs. Friday PM. A.V.. 46 ;.sp��ctior, Mac Finai Inspenon Certif;cate of Occupancy D-,;tc CITY OF Office of Building Official REQUEST FOR INSPECTION Permit No. ---� 5�? Date Time Recei,.d P.M. Job A r ss lity Owner"s �,A� '6� P VI^ Name -Contractor BUILDING CONCR ELECTRICAL PLUMBING MECHANICAL �A - Framing Rough Wiring Rough Air Cond. & K Temp Poie Top Out Heating Re Roofing Slab Insulation 7 Lintel Final Sewer Fire �lace Pre Fab RE!��R INSPECTION Mon. Tues. (_fed) Thurs. Friday A.M. Inspection Made qnspectnr 7ina!Inspection �-----�(CferVficate of Occupancy Date CITY %jF 5 Office of Building-Official REQUEST FOR INSPECTION J, Date Permit No. Time Received Job ress L�cality Owner's Name s ILDING__ CONCRETE ICAL ,PLU ME CHANICAL m —7T T gh Air Fra I'g—" Footing Re pole R"ofing S�ab Temp top Out 'Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTIO�. Mon, Tues. Wed. A.M. Inspection Final inspection Cert'ficatc of Occupancy : Date NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE 6.- JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ZZ V!;& /7'-" Y— -4 1-7 oOOX— je?- x /000' $15.00 REINSPECT FEE ul for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field InspedOrS ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG _901 SENDER: . Complete items 1 and/or 2 for additional services. I also wish to receive the - Complete items 3,and 4a&b. following services (for an extra E * Print your name and address on the reverse of this form so that we can f ee): 0 return this card to you. > . Attach this form to the front of the mailpiece,or on the back if space 1. &Addressee's Address 2 does not permit. (D - Write"Return Receipt Requested"on the mailpiece below the article number. - The Return Receipt will show to whom the article was delivered and the date' 2. 0 Restricted Delivery delivered. Consult postmaster for fee. 3. Article Addressed to: 4a. Article Number 0 70- Y 70 Y076 Z, 'a 4b. Se�vice Tvj)e E 0 El R El Insured �4 cenlTieo le - 11 COD W 11 Express Mail E] Return Receipt for Merchandise 7. Date f Deliv ry t 5. Signature (A 8. Addressee's Addtss(Only if requested lessee) /,n and fee is paid) 6. i t) I Rp"01"For—misa —LVe;ekt7r DOMESTIC RETURN RECEIPT 5=8 14.GPO.1903—M-714 V� I I I hHLL H I L ril-ri ILL iv_j . �-ii i��-i CITY OF ATLXNTIC BEACH, FLORIDA A PPi APPLICATION FOR lLlCTltICXLl PIRMIT E TO THE CHIEF ELECTRICAL IWSPECTOR: DATE:_J IMPORTANT NOTICE; IN CONSIDERATION OF PERMIT GIVEN 'FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING$ WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS WHIPH ARt A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF AlLANTIC BEACH ORDINANCES. X, �Aurx+�_L EA E-C z:6-1— pg IL OVDIMAIIIA 0___ r Ehg;IRICAL FI�Rft I= N&WRL___ JOURNLYM ZOER ILIN;I ll;xggpll ps NAME OLDO.SIZE BETWEEN: Res.(vf APT.( COMM.( I PUBLICII I INDUS.I I NEW M' OLD I REW.I I ADDITION( I TRAILER ( I TEMP.(�-r SIGNS I so. FT. SERVICE: NEW 10" INCF19ASE I I REPAIR I I PEN CONRW—OR SIZE- AMPS 1.00 -COPPEFII ALUM.I as.00 MffiTCHORJ3EAI(9f.j,____(.QQ AMPS 3 qO4oLT RACJWAt EXIST.SERV.UZE AMPS PH L IN VOLT RACIWAY-- FEEDERS NO. SIZE NO. size size. LOGWrING OUTLETS CONCEALED OPEN TOTAL RECtPTACLLS CONCEAL90 OPEN TOTAL I At.I**AMPR, FLUORESCENT&M.V. FIXIto a APPLIANCZ11 ___ I –-BILL TRANSF. J Al A H.P.RATING H.P.,RATINQ i I CONDITIONING OOMP.MOTOR OTHER MOTORS AMPS CRIL HEATt XW44EAT I 0 MOTORS H.P. VOLTAGE PH$ N . V�OLTAQS PH$ VVIRLANOUS TRANSFORMERS; _MfiR 6W V. OVER IV, No. KVA NO. KVA Wl 81- NO.NEON TRANSF. 0. VA. MA. EACH SIGN V FORWARDED 177 110 .LAL, ;2S 00 (,III hHLL HIL bl-ii ILL I '- Lj CITY OF ATLXNTIC BEACH* FLORIDA APorw*vd by APPLICATION FOR ILICTRICAL' FIRMIT n c�- TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IWORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS VESC i9to IN ME FOLLOWING WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHE PLANS AND SPECIFICAT16AS R WHIPH ARE A PART HEREOF, AND IN"ACCORDANC TH THE ELECTRICAL REGUDLATIONSj CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 1ULATI! r RLD0.Bill BETWEEN: REL W� APT.I COMM.11 I PUBLIC I I INDIUS,f I NEW(vK OLD I R11W. AODITION( I TRAILER ( I TEW.I I SIGNS I ') , .- _1801.FT. URVICE: NEWIVK INCR9ASEf I REPAIR I I CQNRWOR$IZE 2- Cl AMPS n . mppEn -ALUM.J!d '-4S. 60 gffiTCHQBjREAXjfl.____L-'-2!� Am -!A RACFMAY- AMPS PH IN VOLT RACEWAY FEEDERS NO. SIZE NO. siza NO. size, tj LIG14TING OUTLETS CONCEALED OPEN. TOTAL RECt"ACLES CONCEALED -OPEN TOTAL I o-s*_Amp*#, St.100 AUP0. SWITCHES IWANDEACENY FLUORESCENT&M.V. FIXILD I 0.190AMPI, I Qvxft I APPLIANCES I . I I 96I.LTRANSF. AIR H.P.RATING H.P.,RATING i CONDITIONING COMP.MOTOR OTH9ft MOTORS AMPS CEIL HEATt XW-HEAT OVER MOTORS H.P. VOLTAGE PH$ NO. I NX VOLTAGE PH$ -I MIRILLANSUS TRANSFORMER11; MNOS-R Goo V. OVER em V, No. KVA NO. KVA R _�� .11 11 i NO.NEON TRANSF. 0. VA. f-MOOTOO ilzE___T__l EACH SIGN FORWARDED TOTAL FE PPR444 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PER141T INFORMATION ------ LOCATION INFORMATION --------- 4'rmit Number: 9634 Address ; 295 'MAIN STREET P0!rmit T P IP11 , LUMBING as$ ATLANTIC BEACH, 'FLORIDA 3223�, , NEW ---------- LEGAL DESCRIPTION ------- 1',"Constr, Type4: WOOD pRAmE Lot , �Rropqsed !�s S1,1NOLE FAM'l LY Towni�hip, ' �fkjg(,- 0 1 Code 0, Subdivision: SECTION, H �,��t lated improv. Totall Amou $64 .00 $64 �00 rk I N�9__j N NEW HOME TI ON APPLICATION FEst ----- PERMIT re F Z E 47o*q, $0,00 WA PAC CHI FLOR P E P P 3 FE W40 TO RADON, GAS-H.R. S. $0 .00 NFO RMAT�- ON RADON� CABI $0 �00 am D UG, BING CAPITAL, IMPROVE. �0 . tin 914 ............. ,tik JACK MLE, FL� 32216 CROs$ vp $0 .00 f i�l CONNECTION Type 4 'SE H 114PACT FEE c -.00 CONST'SURCHAROE '90 l4w S: NOTICt—ALL CONCRETE FbAMSAND FOOTINGS MUST BE INSPECTED,BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 841L ING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST Not BE PLACE,DIN PUBLIC SPACE,AND MUST BE UP AN-6:HAULED'AWAY BY 51THEACONTRACTOR OR OWNER "FAILURE TO COMPLY, WITH THE MECHANICS' LIEN LAW,CAN RESULT IN T'"W PROP4#TY'OWN EKPAYING TWICE FOR 13UILDtNG ,IMPROVEMENTS 0 APPROVED PLANS WHICH ARE PART OF THISPERMIT AND SUBJECTTO REVOCATI�*,fd CCORDING T �"MQN�OFAPPLICABLE,PROVISIONS OF LAW. V7 17 OJAC WWI* 41WOO 14 AiL41Tld BEACH'BUILDING DEPARTMENT , Wet' wit )Moo iv� CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 1A,1 OWNER OF PROPERTY: BUILDING CONTRACTOR: PLU14BING CONTRACTOR AND ADDRESS: TELEPHONE NUMBER: &W-6933 STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED _SINKS -SHOWERS -3 LAVATORY -WATER HEATERS -2- -BATH TUBS DISHWASHERS -URINALS _DISPOSALS -CLOSETS PASHING MACHINE -FLOOR DRAINS -SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 $ --------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST 53 IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247-5834 PjF' 09711 ', DEPARTMENT OF Bu LWNG CITY OF ATLANTIC BEACH T, - ------ wolma ;ON Iso T,XON it -olrmi t X Addro$'$ �2 95 mm 14 STRUT' e rmi t, TIC Bith D& 3�,2%33 XTL CH, FLOR I of J". a ork L DESC TP-TIO$ Type,* Op, FRIl'"t Lot : ockr "sect i olft- SUbd i v 104 6A s9dtrON 'n t t 'IS MIS 00, $ C6$t $4r3 �1,5,1 V0 wo r x 4 N%e *171*0, dAt lb N, Fitts , S4 3 00 SIRZ XT 10 '00 LO RA VA V Xt"- t $0 .00 A$-H,R.s. $0 �00 RK 0*: CAls L .00 nwvz. tor B .00 3 2 246 COO s� Cox t4RCTION '0100 Typg 0 r Z,�x L CONtRETt-AFOWS AND FOOTING$MUST PEV�Mlo j F POURING_ oft 'PE FIMITVOIDI �SIX MONTHS AFTER 0Ar E,O: PT, UrB81SH%AND DF MATERIA r�"'PUG t,''R RIS FROM THIS WORK MUST N -iy 'I" �l, , 6 A :P DIN PUSLIc SPACE�,ANDMUST B �PA -EITHE E ND�AULFRD AWAY,,E, TRACTOR OR OWNER :CONr 0 IL RF-� LAW 'CAN-Aettl I THE MECHANIV L ICE FOR THS a NG"IM G-TO, PLANS WHICH ARE PART OF THIS PEAMIT-AN- p S:U,BjECT T0%FIEVOCATI ACCORbIN APPROVED OV_ OF APPLIC,-ISLE p ON FOF I R ISIONS%OF LAW. .00 .0 E 14 PARTMEO�: r 7a fflpw BUILDING AND ZONING- INSPECTION DIYISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATIOWFOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applican' t to complete all items in sections 1, 11, Ill. and IV. LOCATION street Address: -,-IV-.., 7-Z4 OF Intersecting Streets, Between And BUILDING . %- Sub-Jivislon— A_ �- \ I 11. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described 'on the above statement we 'hereby agree to perform said work in accordance with the atfachpd plans ana spaclficotl6ns which are a part hereof and in accordance with the City of Jacksonville --A;nan $ of good.p(octice listed therein, -1c QA�4� Name of Mechanical Contractors Contractor (Pi M46for N4m'o of Property Owner sign4tyre of Owner Signature of or Aufhorl'sed,Agent F Architect or Engineer Ill, GENERAL INFORMATION A, Type 0 0 ting fuel. - B. !�141 IS OTHER CONSTRUCTION BEING DONE ON Ve'El"tri: THIS BUILDING OR SITE 7 a Q 0 Gas—C3 LP 0 Natural C3 Central Utility IF YES, GIVE NUt 13ER OF QNSTRUCTION (3 Oil PERMIT C) Other,— specify IV. 1619CHANICAL EQUIPMGNT TO It INSTALLIED NATURE OP WORK (provide complete list of components an b4ck of this form .2--*—Resldentlal or 0 Commercial ,a-"'H 0 a t [3 Sp4c* C3 Rocoss*d ,-Er"'Control 0 Flow ,�New Building Z'0�;r 90ndifloning: C3 Room l5__C1�-nfrQI 0 Existing Building 0 Replacement of existing systern A KID,,t, systim.. mator4l Thicknou— <� ,�Naw Installation(No system previously Installed) Maximum copecity 0 Extension oi add-on to existing system C3 other — Specify Cooling tower: cap4city C) Fire sprinklers: Number of hoods C E4*vsfor 0 Menlift C3 Escol4to (numb-or) THI$ SPACE FOR OFFICE USE ONLY G46011AS pump$--- (number) Tankr__(numbor) Remarks L96contoins UnfjMd pressure vessel sailers, Pormilt Approved by Do Othv, Specify Permit Fe- LIST-ALL EQUIPMENT AIR CONDMONIiiG AND REFRIGERATION EQUIPMENT Capacity Approving Number UnI4 Rwription Uodoll Number ufacturer (Tons) �Lg=, cy ;:7_7�57 V"MNG FUMACES, B01URS, F�UWJLACES capacity Approving Number UnJts Descriptloa Xc4el Number acwm (BTU) A.91=7 77- C) TANKS How Many X 1A83 Capacity Type LAquid Nsm"Of Urial Ap ving &Ad DI-anxim Contained H=ufactum No, -R E Ft i*'I' DESCPIPTIOH CITY OF 1 f7 LNIIIA01 L Row 14 W S1 'I .0 110NE 49114)24"-48(111 1994 ;ubdivivionco I -and 3treet Haine DESCRIPTION OF WORK )r Address: If in a FLOOD HAZARD Zone:..............nren complet� �k* page 3. nrief Description Claus; of Work; (Now/Remodel/Addi t ion) 011ING INFORMATION Type of Construction-.0 O;jing Proposed -istrict:.........Usise:..................... Eatimated Value 0 xceptions or Muterials: ---------- --------------- ariances Granted3 Solid or ------------------------------------------ Filled Ground: OWNER INFORMATION Method of Heating: Property Phones Mailing -------------- Address ILS --r------------------------- ACI�-Q.L he---- CONTRACTOR INFORMATION Contracteri 'low Mailing -------- UZI . .... ..... phone:.............. Addrepas ------------------------------------------------ Zip:---------------- License Number: Expir tion 01 f ........... D a t a Ai�.. I HEREBY cewTiry THAT r HAVE READ AND EXAMINED THIS APPLICATION AND X14OW THE SAME TC1 E'E TFjr AOND CONNECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING TUIS TYPE GF wcjqt. .;: -. I'C C MPLIED WITH, wNcrimn urxcxrxcD HEREIN OR NOT. THE GRANTING OF A PERMIT WL!; N-IT vri',.-- GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS Or ANY FED� L', *iTATE OR LCCAL 1.L::. T", COULATIONS. ORDINANCES, IDS LAWS IN ANY MANJI;11. 101CLUDIffir) V:i% (IF rP.I1!,TP'W 7,1 It -Rn PERFORMANCE OF CONSTRUCTION OF THE' P"03pef- I UNUL PTAND THAI TH IS;UANCE (IF Tt 1m; VL:i!�:! A1:0 CONTIHOCHT UPON THE ABOV9 I11rORMATIOq,4rV1H TRUE AX-OHnECT Ho eAr T#JC PLANS UIRCIL DATA HAVE BEEN OR SHALL St ft OVIDEP Owner Signature Date Contractor Signatu CITY OF ATLANTIC BEACH PERKIT CALCULATION SHEET Address a <� -7- L Date Heated Square F ootage @ $ per sq ft = $431 �?q2- Garage/Shed $ per sq ft = $ 3Y4/6 Carport/Porch @ $ per sq ft = $ 4 R� per sq ft = $ 700 Patio $ per sq ft .= $ TOTAL VALUATION : s 1180 9 9 2- Y6-'I S-3 z & $ Total Valuation 1st $ lxce" -17, 6 -3 2-- -�40 $ -:)-Yo Remaining Value $5- per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 .00 $ BUILDING PERMIT FEE $—:36 WATER IMPACT FEE $ 3?0 SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( 029) RADON (HRS) 050 SECTION H PAVING ( #0( HYDRAULIC SHARES CROSS CONNECTION (J)-)g ) SURCHARGE .0050 $75-TT7 OTHER $ 1 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: 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. r ,�I, BATHROOM GROUP CONSISTING OF __,:�fftRVICE SINK TRAP STAND 'WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) _,::::�j<ATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) ,,"BATHTUB/SHOWER (2) _,,:::��URINAL WALL LIP (4) _,,-�SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) xl-----SHOWER STALL DOMESTIC (2) _.-_-��UNDRY TRAY (2) —�—LAVATORY (1) --t'OMBINATION SINK AND TRAY (3) —]—WASHING MACHINE (3) -'.,,—�POT, SCULLERY SINK (4) DISHWASHER (2) _,,,--�AASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) _',f:��DENTAL LAVATORY (1) __L_KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) _'z:::��URINAL STALL, WASHOUT (4) _e---�'BIDET (3) COMB NATION SINK AND TRAY WITH -...�FLUSHING RIM SINK (8) -7z�2nl FOOD DISPOS. (4) '--�URINAL, PEDESTAL, SYPHON JET FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) 'z SHOP (2) _,e��LAVATORY, SURGEONS (2) SURGEONS SINK (3) Z�JACUZZI (2) URINAL STALL, WASHOUT (4) e� TOTAL FIXTURE UNITS $20.00 EACH $ JOB INFORMATION_, Irl HAM CIA%,PION]ING O>vVNW holke of jPnKrAftx IN DUIP9.14AT41 To whom It may concern: The undersISned liereby informs you that Improvelnents will be made to certain real property, and In accordance with 8443001% 713.13 of the Florida Statutes, the following information Is ntated-In, this NOTICE Or COhUdZNCXMZNT. Description of property -----------[D..... -a—------------------------—------------ ---------------------------------I!S ------------r----------------------------------- ----------------------------------------------------- Usneral description of Improventents 0:1 L -------------------—------ -------------- ------------ C------------ ----------- --------- --------------------------------------------------- 'Sa- Owner ---------- -- -T ------JL--------------------------------- -------cw-v-�-&Iaz Address owner's Interest in site of lite Improvenjant ------ - - ------------------------------------—--- Fee Simple Title holder (H other thait owiter) --------------------------------------------------------------- Name ---—--W--------- -------------------------------- -----------------------------w--------------------- Address 7--ol"Mm"k- -- --,*"-"**--**-----------**---------------------------------- C, - V "'Tia -------------w—------------ N,Contractor -------------- -----G�-J- 7 22, 3 Address ------ �x Surety (if any) ---------------------------------------------------------------------- C ,1:V Address --*-——---------------------------------------------- ----Amount of bond -------------- Name and address of any person inskisig a losta for the construction of the Improvements. Name7-------------:--------------------------------------------------------------------------------w------ Address ------------w----------------------------------------------------—---------------------- NsIne of person within tin State of Ilotids, other thalli himself, "glisted by owner UPVJI whoul Alotices of other documents ugly be served.- Name ------------------------------------------------------------------------------- ----- Address --------------—----—----------------------------------------- in addition to hintselfi owner designates Lite following person to receive a copy of We Llenoes Notica provided In Section 713-06 M [b], riorlda Statutes. (IPIII in at Owner's option). Narne ----------—---w-------------------------------w------------------------------ Address ---------------------w------------------- ----- ------- ---- -- ---------- THIMI EPACE FOR n9COnDXn'M1 U69 ONLY ------------ tar Sworn to and sidacribed before me this 2W-------- day of L---------------------4-A— O- FHQAL� k> L6 4- FLOODPLAIN DEVELOPMENT INFORMATION Type Of development I-------------------------------------------- Flood Zone%....................... Required Lowest Floor Elevation3--------------- 6 if building in located within a flood 'hazard zone, a survey. must be iade AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION in equal to or above the buse flood elevation established for that zone. No f inal inspection will be made and no cer.tificate of occupancy will be issued until the survey in on file with the Building Department. COMMENTS% Applicant Acknowledgements I understand that the issuance of this permit to contIrvgent upon the above information being correct and ihat the plans and oupporting date have been or &hall be provided as required. X agree to 'comply vith all applicable provisions of Ordinance No. 25-7-11 and all other 1 s or ordinances affecting the proposed development I and other 1 lopmen Applicant's Signatur Date---I 2-- 1?::�Mt ----------------------------------------------------- Department Use Required Lowest Floor Elevation ----------------- An Built Lowest Floor Elevation ................. Survey Filed with Building Department ........... page 3 . PROJECT: PLAN #1128 WIND LOAD CALCULATIONS TO DETERMINE SHEARWALLS REFERENCE: WIND STANDARDS FOR SINGLE FAMILY DWELLINGS NORTH FLORIDA BUILDERS ASSOCIATION DESIGN WIND* SPEED: 100 M.P.H. ASSUME: Wind Perpendicular to Front of House W-1 (Wall Width Exposed to Wind) = 50. 01 j REQUIRED SHEARWALL: Condition #1 = 15 .41 Condition #2 = 10 .41 Condition #3 = 8 .21 Rear Left Wall has ( 1 ) SWS ( #l) Length = 7 .71 ASSUME CONDITION #1: Decrease 20% for 16" O.C. Stud Spacing REQUIRED SHEARWALL: 8 .20 ' x . 8 = 6 .61 SHEARWALL LENGTH = 7 .71 > 6 .61 O.K. Right Front Wall has ( 2) SWS ( #2 & #3 ) = Total Length = 6 . 31 ASSUME CONDITION #2 : Decrease 20% for 16" O.C. Stud Spacing Decrease 50% for Sheathing & Nailing Both Sides REQUIRED SHEARWALL: 15 .41 x . 8 x . 5 = 6 .21 SHEARWALL LENGTH = 6 .3 ' > 6 .21 O.K. ASSUME: Wind Perpendicular to Right Side of House. W-2 (Wall Width Exposed to Wind) = 35 . 01 REQUIRED SHEARWALL: Condition #1 = 11.51 Condition #2 = 7.81 Condition #3 = 6 . 01 Right Side of House Has ( 1) SWS ( #4) - Length 14 .01 ASSUME CONDITION #1: Decrease 20% for 16" O.C. Stud Spacing REQUIRED SHEARWALL: 11 .51 x . 8 = 9 .21 SHEARWALL LENGTH = 14 .01 > 9 .21 O.K. Left Side of House Has ( 1 ) SWS (#5) Length = 14 .01 ASSUME CONDITION #1: Decrease 20% for 16" O.C. Stud Spacing REQUIRED SHEARWALL: 11.51 x . 8 9 .21 SHEARWALL LENGTH = 14 .0 ' > 9 .21 O.K. PLEASE NOTE ! C) PROVIDE FOR 1/2"ANCHOR BOLTS IMBEDDED 6" IN CONCRETE OR 8" IN MASONRY UNITS, SPACED NOT MORE n-IAN 4' APART IN ALL INTERIOR BEARING WALLS AND ALL EXTERIOR WALLS. USE 1/8" X 2" X 2" OR 2" ROUND WASHERS WITI-I NUTS ON THESE BOLTS. NO STAPLE-S ON ROOFING, ROOF SHEATI-IING, OR WALL SHEAMING. PROVIDE FOR -REQUIRED UPLIFr AT STUDS TO TOP PLATES AND STUDS TO SHOE. INSTALL CLIPS AS NECE SSARY. J103.1 FASTENERS AND CONNECTORS J103.1.1 A CONTINUOUS LOAD PATI-I BETWEEN FOOTINGS, FOUNDATION WALLS, STUDS AND RAFTERS SHALL BE MAINTAINED. J 103.1.2 FASTE-NERS AND CONNECTORS SILkLL BE ABLE TO RE SIST THE REQUIRED LOADS. J103.1.3 FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH TABLE 1705.1 OF CHAPTE-R 17 OF THE S.S.B.C. APPROVE-D CONNECTORS, ANCHORS AND OTI-IER FASTENING DEVICES NOT INCLUDED IN CIIAPTE-R 17 SHALL BE INSTALLED"IN ACCORDANCE WITH THE MANUFACTURER'S RE �COMMF IqDA_nONS. J103.2 ROOF CONSTRTUCTION-l?j=- -RS ALL SUCH MEMBERS SHALL BE SECURELY FASTENED TO TliE EXIE RIOR WALLS WITI-I APPROVE D HURRICANE ANCHORS OR CLIPS. Shear wall capacities for common shear wall materials are shown in TABLE 305N (NOTE: If shear wall is used at a comer, the shear wall segment shall be at least 31 in length). TABLE 305N SHEAR CAPACMES FOR COMMON SHEARWAU.MATERIALS Material, Sheathing Naft waft spacing Shear Capacity (pif) Thickness Size Edge Inter. Group 11 Group I-11 Framing Framing Lumber Lumber 6d 6 in. 12 in. 200 160 6d 4 in. 12 in. 300 240 3/81, 6d 3 in. 12 in. 390 320 1 Sd 6 in. 12 in. 220 180 Ptywood Sd 4 in. 12 in. 320 260 (C-D) 8d 3 in. 12 in. 410 330 8d 6 in. 12 in. 260 210 Sd 4 in. 12 in. 380 310 15/3211 8d 3 in. 1 12 in. 490 400 10d 6 in. 12 in. 310 250 10d 4 in. 12 in. 460 370 19/321, 10d 6 in. 12 in. 340 270 10d 4 in. 12 in. 510 410 6d 6 in. 12 in. 200 160 6d 4 in. 12 in. 300 240--- 3/81, 6d 3 in. 12 in. 390 320 8d 6 in. 12 in. 220 ISO ParticLeboard' 8d 4 in. 12 in. 320 260 C2-m-w and 2-M-F) Sd 3 in. 12 in. 410 330 8d 6 in. 12 in. 260 210 8d 4 in. 12 in. 380 310 1/218 Sd 3 in. 12 in. 490 400 10d 6 in. 12 in. 310 250 10d 4 in. 12 in. 460 370 5/8', 10d 6 in. 12 in. 340 270 1 10d 4 in. 12 in. 510 410 Gypsun Wattboard3.5,6 4 112" 5d cooLer 7 i n.t7 in. 100 80 5d coater4 4 in. 4 iEn 125 10Q. 1993 SBCCI Standard for Hurricane Resistant Residential Construction@ 26 SPF 2 UP BETTER rRTERIUR STUD JIEV�LJLIMIIPL�Lq U ILEMI ERTERIUR VIftLLS- USE- 2 it 4 STUDS-___lG" USE 2- 2 it 4 studn cotitimiou.-3 on ench qIde of 40 , 51 61 '71 "lid 13' C)PT-11111U,3, USE 3- 2 )t 4 qtuds cantilillous Oil each side of 9' , j.U, , Ij., and .17., ape't0lic ". 9' ILIGII ELUk!jI(1UH. WnLI,S- USE 2 it 4 STUV!;_:!__kQj_L!JL._ USE 2- 2 it 4 studs coiitinuouq nnch side of 4' 5' aild 6' oppningg USE 3- 2 it 4 a tnitIq %-Eich nido of 7 U 9' Clild IU' opetvings, USE 4- 2 it 4 studs continuoug each side of 11' and 12, openings. 1.0' HIGH MTEILIUR WAL40�- QS_F�__Z (L.C. 4 S-T U D S El e USE 2- 2 it 4 stud-4 cantintiou.q P., -it side of 41 5' p ilings, USE 3- 2 it 4 studs coittinumiq pnch mide of 61 , 71 and 13' openings, USE 4- 2 it 4 sL-u(,Iq t-oniJimous each ride of 9' , lU' and 11' opellings, USE 5- 2 it 4 studg colitilluoug t?ncll side of 12' openings. III(III EwrEltioll VIftLLS- U[S-r?_2 it 6 S,I,U()S IWI U.C. USE 2- 2 it 6 stud" Coll 1:1nuou'l nrich side or 5' , 6' U, nild 9' opelliligs, USE 3- 7 it 6 studs contitmous each side of IU' , it' 011d 12' Cipellings. 121 HIGH EXTERIUR %-InLLS- USr 2 it 6 USE 2-. 2 it 6 studs cotiLlnuous each side of 4' , 5' , 6 7 t3l openitigs, USE 3- 2 it 6 studs cmitinuous ear-it side of 9' , IU' , 11' mid 12' oplaijings. HOTEI Special cotisiderations need to be made for enterior walls over 121 high slid for openings more, thnn 12' wide. ter- Ally Double top plates 9I)all jjq_ 112 Yp oit 117 SlIr or beL exceptiatis must be approved by bui3ding official. -See special requirements of eitterior vaulted walls. ZZ: VVeI47' J1 *1 INFIZ TRA T1161V REDUC TIOAf PRACTICE COM IANCE MCK IS T' CUMNENTS SECTIVY REVIRENENTS FOR EACH PRACTICE 6AHWK PRACTICE W 7 606. 1 WWI Y V TH A I I IWFIZ TRA 7_10h' PRE3CRIP TI VE3. ------------------------------------------------------------------------------- windows 606. 1 iYaxiOdift of 0.34 CFii per lNedc foot Of Operable sdsh crack (Includes sliding glass UOOPS). -----------------:--------------------------------------------------------------- Werior S 6M 1 Naxiouo of 0.5 CFH per SO ft. Of door dred: solid Adjacent' 00ors core, or glass doors Only. --------------- ----------- (I------------------------------------- ------------- Ektorior Kifits 6*06'. 1 To be caulked, gasketed, wedther-SUIPPed Or Other- S Mcks Wise Sedled. ------------------------------------------------------------------------------- "I.-CTICE #2 &W."i 9 ' THE ' UOPVIli A= 606. 1 Coh,,4:,j �' --lei"ICE 1 AtYD Cv a ------------------------------------------------------------------------------- Z -h " "W "r Wwrior Mis 606. 1 Top plate penetrations sealed. Infiltywtio 1 06 rie S Floors installed. sole plattlfloor joint cadlAwd or sealed. ------------------------------------------------------------------------------- Exterior Wall's 606. 1 PeneLt-dtio0s, Joints and cracks On inlyc" so'c"ce S Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- Vuciit,ork 606. / OuctwOrl;' 10 u0c0"UMOVed sPdce Oust be sedled- --------------------------------------------------------------------------------- Fireplaces 6V6'. Equipped with Outside COMW100 air, UVOrs and flue owooers., --------------------------------------------------------------------- Ex-ha us t Fa as 6 06. 1 EquipPed With UdWcs- Combustion devices see 606. !.A.2. ---------------------------------i--------------------------------------------- Coobustioa 606'. 1 Combustion space and water betting systems Provided Heating with outside coobustion air, except direct vent apWidnCeS. ------------------------------------------------------------------------------- le 0 7HEP 1WESCRIPTI V,'_F MEASUAIES (mus t be me t or exceeded by d 11 res lue"ces- If' "" ------------------------------------------------------------------ i5tur Heaters 612. 1 Cooply with efficiency requirements K Table 6-11 switch or cledrly marked circuit biwakec (electric) or cutoff (gas') most be provided. E&VrOal Or built- 10 beat trap required. ------------------------------------------------------------------------------- Swimming Pools 612. 1 joas and heated pools Oust have covers (eNreot soldr S Spa s heat,d). Non-commercial pools Oust have d PUMP t0ec. OUS Spd X pool beaters aast have d 0101OUN therM efficiency of 18 percent. ----------------------------------------------------------------------------------- Shower Heads 612. 1 water flow must be restricted to no more then 3 Ydi- loas per Oloute at 80 P31a. --------------------------------------------------------------------------------- Air Oistyibatloa AM I All ducts, fittlogsy Oechdalcal MKOW and MOOR Systems chambers shall be mechanicdIly attached, sedleA !as- alatod alld 10SUlled 0 MCOMdMe With the C&Wid of Section 610. OuctS in unconditioned attics Oust be insulated to a minimum of R-6. Air handlers SOL' not be installed in attics unless 10 mechanical closet. ------------------------------------------------------------------------------- HIAC Controls 60111 Separate readily accessible Manual Or aUtoOdUL. thermostat for each system. -____------------------------------ 1"I'5;Uldtioll 604. 1 CWHOgs S&NUM R-19. CORM00 WKS - KdOe R-il 0/' 602. 1 C63 R-3 both sides. Comma Cell% S Mors R-11. ------------------------------------------------------------------------------- SUNNER CA I CVZ A T-ION3 W-600 F SAW----- ---------- ORIEN AREA x SSW z POINTS T),PE SC ORIEN AREA x 3PH x 30F' z POINT3 ------------------------------------------------------------------------------- N 30.00 65,8 19?4.0 081 CL R 5 30.0 36. 3 .86 984. 3 E 39.00 65.8 206.2 081 Q R E 9.0 35. 7 Q 513.6 L w -1 p ot L, E, 30.0 M 7' .64 2006.4 3 6i.061, 65.3 5329. OVI Cl P 3 30.0 61.2 . 74 1469.6' IWI CIR 3 9.0 6612 . 5B 34 A ;;'* vat Cl R 3 42.0 66.2 .83 2295.8 N 39.00 65.8 25S6.2 M CIR N 30.0 7,111-7 .64 20016. 4 lwl Cl P w 9.0 ?W W2 513.3 ------------------------------------------------------------------------------- . 15 x CONO. NOW / 70TAZ GIAS3 z AM GIA36 ADU GZA33 6'1 A 3S AREA AREA FACTOR POINTS POMU POINTS -------------------------------------------------------------------------------- A5 1, 12000 189. 00 .895 12,436.20 11, 133.36 10, 142-0,-,` iV&S 01 A 33------------- AREA x 83PH =, POINTS f),'PE R-kA I UE AREA SPH -:.- POINU ------------------------------------------------------------------------------------ WAIIS---------------- Ex t 966'.0 8651.4 Ext Alood Frame i.61, 966. 0' �6:42.2 Ad�i 293.0 205. Adj A,`ood Frawe i i.61, 2�113.61, 203. 1 MRS---------------- Ext K.0 6'. 1 128. t Lkl, Wood 21. 61, 6'. 16, �26. 1 A dj i 9. 0 2.4 4 3'.6' AU'J kood 0 2.461, 4 3.6' ------------- 4YA 1126.0 .6 6'.;�W.8 Under Attic 5". 6, 28. 6, 161, 11 24 U.8 FZ06RS--------------- 3W Q6.0 -3110 -6582. 0 Slabi-on-Grdd? . 0 186.0 -0.20 -013.2 INM TRA TIM---------- N28.0 8. 0 9604. 0 Practice #2 1128.0 6.00 9924.6" TOTAI 3UNAIER 00INI'S 15,200.S6 14, 764.67 TOTAI v 3YSTEH -:�- C40OZIN6' TOTAI k* CAP OUC7" x SYSTEH k' CRE011* 30H PTS hol 7* POWS CONPOI RA TIV HY 7 MY T sty T, POM715, ------------------------------------------------------------------------------- 15,200. 36 .31' 5,624. 73 1 14, 764.6 P 1.00 1.0 70 . 319 1.000 5,039.63 471TER CAIMATIONY3 A&SM r ------------ KA33-----4---------- ORIEN AREA x SAM a POINT3 TATE SC ORIEN AREA x WPH A'0F' POINr3 ------------------------------------------------------------------------------- N 30.00 -10,6 -3/6.0 0,61 Ci R N 30.0 .,T.3 7.21 263.0 E 351.00 -10.6 -413.4 D81 CtR E 9.0 -9.2 .24 -19.6 VOL t,1 E 30. 0 -9.2 .51' -01.4 3 81.00 -10.6 -63S.6 081 Q R 3 30.0 -M.4 .84 -115. ;:1 061 Cl R 3 ;".6' -28. 4 .64 -162. 9 awl el P 3 42.0 -28. 4 . 91 -i0,39.4 W 3-Q.6161, -10.6 -4;3. 4 Osl el P W 30. 0 -9.2 . 57 -156.4 M CZ R W 9.0 -9.2 .24 -19.6 ------------------------------------------------------------------------------- 10 / --rAl - ISS - '- . 0 15 x CVNO. Q OOA , I J 61A S - AD! x MASS ADJ G!ASS MASS AREA AREA FACTOR POINTS POMTS POM73 ------------------------------------------------------------------------------- . 15 1, 128.00 09.00 .695 -2,003. 40 -l, WY3. 31 -21054. 94 iYON G!A 3S------------ AREA k SWPH :� POINTS TXPE fi`-�-'A Z VE AREA x ph,'PH -�� POIHTS ------------------------------------------------------------------------------- MIS---------------- /? Ext 96*6'. 0 2.2 2125.2 Ekt F'rdi#e i.61, 966'.0 3. 3574.2 Agj 293.0 3.6 16,54.8 Au�i Wood Mae i/.61, 2 513.6; 3.6 0 i 6113 4.8 600PS----------------- E's t 21. 61, 12. 3 2�8. 3 Ekt, ph,boc/ 21.0 12. 30 AM Aaj Q. 0 M 5 216. 5 A UU Woo c/ K.0 11. 50 20.3 CEII INGS-------------- 4YA 1/26. 0 1.2 1353.6 OndOr Attic 19. 0 1128.0 2. 00 2231.0, FZOOR3--------------- 31b 186.0 8. 9 1655.4 Slab-on-Gradt .0 66.6, /8.30 34,96'.6 ItVFI'l f/M TIVIV---------- 1128.0 Z4 834712 Practice 12 1128.0 P140 8347.2 70TAI iVINTER POINTS 73,219.48 17115O.S6 TO TA I x 3 I'S TEN z REA TING TO TA I CAP MUCT' k 3)-'37EH HEATING WIN P TS hvz T POINTS CONPON R4 110 MY f- H&j T' MY T, POIN73 ------------------------------------------------------------------------------- 13,219.48 .55 pj2powl 1?; 150.06 1.00 1.0so .460 1.000 S,441.63 WA TER HEATING SASE' AS-6UR f" 'Al T CREOIT WlAi IVUH OF AlUl T i-Ol TANK VOZ UNE EF MW HUI i SEORH3 RA TIO IYU1 T ------------------------------------------------------------------------------- 3803.6, 71,4 619.00 40 . 93 i.000 359,11.1.3 i.oo lo, .7,Q6.oo .................. -------------------------------------------------------- 3UNMIFY ........... 6ASE AS-6UR T ..........................................................-.............................. ......................... ................................I......-I.--.I.......... ------------------------------------------------------------------------------- C4901 1NO HEA i*I/Va' HO/- WA I'EA' l'O IA L COOZ IS6- REAll-ING H07* WA!'Eq TOM Z 'Polivi's r poiNl's 19-lobvi's -I*- POINt'S POLWS -jL POIN7*3 -Y' POIW3 -,,. POINI,3 -------------------------------------------------------------------------------- 5624. 1 ��4051.0 247303.85 5039.6 EPI 99- 90 ENERV Y WIDE For detailed information of the EPI rating number, or for any IrEM listed, ask your Builder fir EP1z 99. 9 DO Form 60OA-93 or Firm 6008-93 0 10 20 36) 4 0 50 60 .70 80 90 100 ---------------------------------------- 'The OWMUM allowable EPI is 100. The lower the EPT the more efficient the home RE310ENT'iAZ ENERGY PERFORVANCE" RATING SHEE7* X&V HOW M I W, Zow Eff1cfeacy high Ef ff cieoccy SIjV4G-j Cifi' 11 TINT WiNVIOWS. . . ... . . . . . . . . . . . . . . . .Kable cledr -------------AQ------ IMOTATIM. . . . . . . . . . . . . . . . . . R-10 R'-30 C&iliflg "?-Olue. . . . . . . . . 19. 0 ---------A�----------- ----------------------A, R-O R-1 Floor R-k'd I de. . . . . . . . . 0.0 ---------------------- AIR MUMMER. . . . . . . . . . . . . 61. 0 SEER 0 3EEh. . . . . . . . . . . . . . . . . . . . . . 10.6 -------------------- HEATING SURK. . . . . . . . . . . . . . 6.6 HSPF 12. 0 ,Electric HSOF. . . . . . . . . . . . 4 Al�------------------- WA TER HEA . . . . . . . . . . . . . . . . 1 0.66 64 96 Electric EF! . . . . . . . . . . . . . 0. 93 /------------AQ-------/ Gas EF.. . . . . . . . . . . . . . 0.00 ----------------------- 0. 461, 61.66, 3oldrEF. . . . . . . . . . . . . . ----------------------- WHER FEAMPES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving fedUres required for the Floridd Energy Code have beea iostalled io this house. 8uf I de r Address: Signature: My: Cf tyl_174! Florida Energy Code for Building Construction - !993 Florida Oepartment of Community Affairs R-EX CAR093 RIVH`VJ 10AO ANO V01PNENT 3WARY 6-21-94 Fory Wes by Rene 96WO Gulfside Or. Jacksonville Fl 3225*6 (904)73?46906? jy: AIR ENVIAIERS, INC 10917* 8 5ch 810. dicdonville Fl 32216' (904)641-2333 P08 1128 3q. Ft. Wthr jWc&oavill,_AP Q Kae WINTER OES16W CON017101V3 3UA4h'ER OES16W COXZ'�!T10tV3 Outside dil 32 Oeg F Outside db. 94 Xg F* Inside dW .;;'*0 F inside (XZ": 75 6eg F Oesign TO: 38 Oeg F l0esign TO: 1";' Deg F, Daily R'�)iqve N Rel. Hot#. . 50 Grdias 0,11al"er 49 gy HEA KING SONNARY S X3161E 000il"I'W,"' Z*"491YIP Z0.40 S12PYW NOV. Heat loss 2540 Stub structvre 79730 Stab v'entilat-lon Air 00 CFM Pentilatioo 2090 Stub �-'eot All, loss 4 i86' Stub Vesi_ya Tevp. swfoy 3.0 I'*"eg F lKesign Hest load 20W34 Stub Use Mfg. Oats Y Ratelswiag Mult. 1.061 Total Seas Quip !odd 2020 Stuh INF11 TPA WN !A i"i-EYVT COOZINO ET47P 1040 312INk"", Const oval a Nreolaces 0 10tyrnal Galas 1360 Stub Veo lil&t'ioo 33!2 Stub HEA TIAV CV01 IAV in fil tra Wit 2511 Stub A red (s q. f t. 108 i,26 Qt zeteat Equto !odd "223 Stab '..'olume (cu. ft'. ) 9024 51024 Air Cbanyesl%ur ;.0 0.5 &W Equip load 28443 Stub Quivalent CFH 151 75' NEATIAW EIVITWENT SWARV coolikV EVU05ENT WAN40-1 AWAY Zenaox iYake I elmo'k hidil C2231-824V3 Model 0HP-30 T,*vpe AIR HAtWZER TjPe HEA F ATW E f ficiency / HSPF' 4 6VIVIEPISEm, /0. 5 Heating 1'apat' 0 Stab 3easible Coollao 24/00 Stub boating Output 0 8t,uh latent Cooling 6300 Stab Heatloy QN0 Rise 0 Oey F Tito! Cooling 30900 6W Actual Heating Fin /000 6TH KKK Cooling Ida /000 CFH HQ Air Flow NeW 0. 039 CFN16tuh Clg Air Flow Fictor 0. 032 cfh�wtuh Wace Thermostat, lodd Sens �Yedt /�'dtio S3 KAMUAI 3: .;;'th Ed. RIGHT-.!: Vi. 72 TUMS Printvat certified by ACCA to meet 311 requirements of Adaval Foro J RIVHTOJ CAUDYNYOM XWOMOORES A,S,0,0 job 1: Plan 1128 Sq. Ft. 021-9114 ProceVare A - WINSC AfIRYINOO HT6 ANUAGOO ----------------------------2----------------------------------------- N Water lwfiltyntioa CPH AO AC19P x 9024 cv.Ft. x 0.01ST 151 CFH 2. Winter Infiltration 8tuh 1. 1 x 151 CFW x- 3S Winter 7D 629-9 Stab 3. Winter infiltration h7b, 6299 8tuh 229 Total Window 21;:1. 5 IUh, S Ooor Area ------------ -------------------------------------------------- ProceuVre 8 - Summer infiltration HTH NICUMNOS' -------------------------------------------im------------------------- 1. 3aaaer 10filtretloo CFAI, /I 0. 5 A,11,ptll? x 9024 Cu.F't*. x 0. 0 6'.;;" ;:13 i"i-CAl 2. Saliw?er infiltration Stuh 1. 7 x 75 UN x 79 Summer TO 75P5 Stub 3. Summer infiltration MY 1525 Stub 229 7-otal Window 6� Ar'76 S Ooor Ared ---------------------------------------------- ----------------------- Alweeow1w C - latent 1"Filtration Gain ----------------------------------------------------------------------- 0.68 x 49 gr.dif& K 75 CFH n 2517 Stab ---------------------------------------------------------------------- procealyw 0 - Qvivaeat MAY loads -------------------------------------------------------------- 1. Sensible Ming load Sensible 7. 7 x 100 k'ent'.CFM x 19 Summer M 2090 Abb Sensible load for Structure (Noe Q) 19130 Stab Sum of f"'ent,118tIon and Structure losaw 21220 Stub Rating and NoperAvre Swing Haltzolie 1.00 PS6 Qa4vment Sizing load - Sensible 21220 stub 2. latwnt Sizing load latent Ventilation load 0.68 x too plot.6xv x 49 gr.diff. 333-'-' Stab Internal lodds -�:- 230 x 6 A10. People 1366, Stab infiltration load From Procedure 0 2511 Stab E4u4vment Sizing load - latent- .;:'223 Stab --------------------------------------------------------------------- Monstraction Oualfty is: d No. of Firepldees is�: 6" . - -1 .... I .... I T- "1 75 TDVOV� Printout certified by ACC4 to meet all requirements Ot AdnM rUvN i Job P Plan 1128 Sq. Ft. Mae. 6-21-94 ----- WbAl J: 7th Ed. ---- RIGHr-J: V1. 72 ---- TR2913 --- Pago I ---- 1/ home of Room Ektire House isole House 21 Running Ft. EXposed Poll 186.0 Ft. 186.0 Ft. 31 Room 01measloas, Ft. / 1128. j 1.0 Ft. 41 Ceilngs,Ft / Condit. Optfonl 8.0 / 8.0 / hedtIC001 ---------------------------------------------------- -------------------- xv, OF ICSTI HQI / Ared / 6tuh Aced / Stah EATOSORE! IhV. lHty lCly laagthl Hty / Cly lieaythl HQ / Ng ---------------------------------------------------- -------------------- 51 Gross lal&cj, 3.41, 2.01 9611 loss / try 9611 ease $$me E.kposed IbI IMI G.41 1.31 2931 Also / sets 2131 ease sea$ Palls and /c/ / 0.0/ 0.0/ o/ slow / too, o/ *eye seat Partitions Idl / 0.0/ 0.0/ o/ to$* / not, 0/ some $$$I lel / 0.0/ 0.0/ o/ ways / sees o/ ease so*$ Ifl / 0.0/ 0.0/ o/ tons / so$, o/ too$ lots ------------------------------- -------------------- -------------------- 61 P'loclows lal 3Cl2Y!61 99 1891 52071 $$*$ 1891 52071 '*** 4 Glass Al 0-0/ to o/ o/ stay o/ 0/ meet Lvors Htg. Icl 0. ol -to ol ol "Yo'.e"t ol 6,1 asse Idl 0-611 es ol 'maos 6,1 611 matltl lel 0. 0/ ol Ne$$ ol -\Ia*e /fl (1-611 6,1 mmy,'-�r 6111 Ital't, ------------------------------- -------------------- -------------------- 61il�dows No i�i h 23. 0 181/ ease 43471 /Sq/ ease 434;1 i Glass NESMW 0.0/ o/ s*xx o/ 0/ ease 0/ 00ors 'Clg. E's PV (".6"l ol Name 6,1 ol Owes SE-Ssw o.o/ ol staa 0/ 611 r"t'IN't South 6,�6,1 6,1 Alto ol o/ H01-2 6�.6q ol sale 01 , 6,/ -------------- --------------------/-------------------- S/ Otbr abors /8 lool 1.;;". 5*1 to. 4 211 3671 201 211 sw! 2;61 lb /0011 6/10.4 191 3S21 /5116/ i_Q/ 33-�'l 1";'s ------------------------------- --------------------/-------------------- 91 Net IdI12VI 3.41 2.01 061 25861 15361 1361 25861 15361 Elposed JbI13CI 1.41 1.31 2P41 3101 3451 MY/ Vol 3451' AGIls and Icl / 0.0/ 0.0/ 0/ o/ 0/ o/ 0/ 0/ fortitions Idl / 0.0/ 0. 0/ o/ o/ o/ 0/ 0/ 0/ lel / 0.0/ 0.0/ o/ o/ j/ o/ o/ 0/ lfl 0.0/ 0. 0/ Q1 o/ o/ o/ o/ 0/ ---------------------------------/--------------------/-------------------- /10/ Ceilings Q116VI 2.01 2. 31 11281 22121 2501 11281 2201 25711 Q116DI 2.01 2. 31 0/ o/ o/ o/ o/ 0/ /c/ / 0.0/ 0.0/ o/ o/ 0/ o/ 0/ 0/ -------------------------------/--------------------/-------------------- 1 0 Mors 0122`4130.81 0.0/ 1861 51251 0/ 1S61 51251 0/ IbI 0.0/ 0.0/ o/ o/ o/ o/ o/ o/ /c/ 0. 0/ 0.0/ o/ 0/ o/ 0/ o/ o/ -- ----------------------------/--------------------/--------------------/ 1121 Infiltration a 127. 51 6. 91 2291 62991 1051 2291 62991 15;51 /-------------------------------/-------------------- -------------------- 113ISubtot Stull Zossn6fS. . W1121 $**A 231591 same ease 231381 11*1 A , - - -, A , - 23161 II-m-Aw 2316-1 -em-)�-�- / I q/ W UILA 04a I JOSS /1-5,11 t"O' ca. Stull loss 13114 25401 $It* sees 254;41 '**1 /-------------------------------- -------------------- -------------------- 1161 W. Wins: Popole If 3001 61 $$*$ / 1800/ 61 mass / 1soo/ Appl. P 12001 41 art$ / wool 41 at** / 48001 /Ily Subtot RSH WinnUS- 1121161 / 171grI **we / as*, usly/ IISI OUCt StUh Vdilt / WZI'l Name' 7,;;-S,'�'I 1191 Total ASH Odin UJIS *$j* / 191301 *" / "" 191301 j"nnj yonni save --- Printout certified Ay ACCA to meet all requirements of Adoov! Firm j -- MAVAL J: W Ed. RIMPP V1. 72 TR2913 RIGH14J MOON 041A job §: Nan W8 Sq. Ft. 6-21-94 At S 0 At 0 L S S 0 M A 3 0 0 A" C Al 3 H K I A 1 0 7' H 1'.-' 0 ty H 1.., H H N H 0, R L A At /,*, A H I G C r? I? G 7' A A I Z E H 0 G Z' L 0 X V 7" H R R phole House a n s a c n n n y 2 TO 1.0 1.5 0.0 !.0 MO 81.0 St.0 a 11 e 3 c n n n y 2 90 1.0 /.3' 0.0 1.61 72. 0 3 9. 0 359.0 a R n a c n n 0 y 2 96, 7.6, t. 5 0.6(' 1.6, 23.0 30.0 0.61, n w d c 11 n n y 2 90 t.0 5 0.61 7. 6, 351.0, 39.0 000V ..r "a "oo0o;;.Cr ./I '�� 'ooie SWILTRA110i TO tictount(of lnnittation (sit leakage) f0siet through Q�e building tnvtlnro. Inflitis an toilutrion construction uchrdquei mv combined Into dute Isotope.at IVIO-1 Sheathing W el shcaildall pantie atir considered talt InAtirs,lon j do :..l Use*Ouse practices.labeled #1. 12.and 83 itrosent Oute diliu-int barriers when applied to a 11 und"no4th an excestor fintok and%its dOft 94411L Thor ItIlhor the practice numbecr%ho'tighter'the house and'h 4 (allowing?08jlng lo"she number 01 idt changto por hour. The coratsuction itcholques ceqtslstd In "on JOW(l)tar each practice Art listed bit*-. loWn 10-4 lyh.At....t4l's W.4joini.1 Perot@ she$be b.6.4 by a fre"601 it PIRhf.11,11P.11 pasoob",od jjdftrdlifo� Practice It M the he-$M-1. n.I fat Jbtos hei'm by viserm Gas Inatee were, he 1,-..at d%4 Finale II-A W AW wish Went boff"onewis 164 transit. no bows mail comply with all ploralpolvt cvquit"NOU(of Window,d"ar and 1. It. P.M#11.111.0'.104 0 0.9 or?felt".1.;0 onstec. J. th:porele 11.10 be 6.0.4&-OW bomr.ploor.Seats doist.Go major seve".Wee, Jurtwork Infiltration In Sections%1.1.and 904 6. Practice I I!ncWdei,tho follmAng wips snaldc, ttqultlmenlo. 4. 114 poetle hall 11 Malef it OW)bneke W ahavindeg AM of dow,Gas-"*-I"let a . . W Winfewe*as PIG,4 a ora-s".-10.1"Me it"f--...-0'%"l-V...,leas a$opf"blo look a" 0-0 $A-$I'--$dom"1h,N N-I-1 IJ MI rer m-- Torts of one tyro i.q not acceptable sealants lot staling wood sheathing to wood be, eirmbroo.P;oundrg Has,or mosonsy. tearrow joboa a-so-rdplo In it.WAL-1 III.$be wo"mrs or I=" 4 "' qj. Non-wood shealbin; panels.Indisidinst foam.Insulation w lr;AC4,=b= In.crard.-o-.0%leolwo,Iti.d.fill-.4 the R'L.nN%,Tna'FWTpI&Adt:faced boards of other materials.may ko coarldetted its total Phoich-rar-10MIv.Ow" t� W, Infilt2stion listiltio when applied to a Igome wall underneath an exalefor lWak and vatoON44 lite following selling requirements art man 111101FAI1411 PfUlks! 12 L -4 11-04.1 01.0 It.on 41m.o.Go.Hotta bevemo.41felems J."ll sholl W"Wool Positive ad jqquilemonst of riar-irt#I,rr.tij,@ ti is#fmi-,ing store be be r,-,-- Mr.,.00,George haltareve. P1.1obee bated wthe"ve Gapes Oak##%to stilllon the tanciusi. sh.11 V.'.40w.144 j... :" I .Is.No rost..0.$.sho'de. 11'.1 be wso I. 41 Penetrations one ho."a,it.1;0 .11.....0.-.119 'h'll 1�.1.0.4. th.I.-#t shall be.-1.4 to the M-m plate.lowd.do.ov.11.ho.Jor and*^I Am WAIns".lse-tw 0"p.l.s dlo...in sit 0.."N I....0.0 1.1—— "S.W. 1. 11.P.-I.O.S k,".led it")..§of-miles 0.1 of 4-.sea w1motel.11.10 A-irdt No.#ftpq-y k%..d Go was%..I Govil ftoodc don sod oviodow -Ittes Ans to it.A.&W.% TM testa leletwo Ow-hor-ad a4latel.4 wt.ris".Sod A-.I 1.0. tare$"I A"Y IYI?o as*not acceptable toolants lot sailing nem-wistod sheittlillig sea tecothe*.a be stal.4-%%U.41"I 0, 1.16.1 ff.....1. -*ad or mAsoncy boijildiall componem#. AN wel creche so Intone,tot6c"see**letter And dl*tc.l M a too...Ivell of S..Itstel IP4.0.1 We(9114-1.1 Stucco. Sturm an evirefor Items wells may quality as an InfUttation li"or V the 1.9 frooratt.a!9mcal-ol."and t-whoo.b."boonis...-c following conditions&to mot: "fit and Invested lllhd.1 C."L M j 1. Top rl.-.tdl�U.n""is jla"**r Ithowl."a Job-*is#4 town-.11or wolwL or. Soc""MA L As -.1.9 in L.....r Z.11#.It$it.%Jor pooches't Wltg Venetic "a 01.4 be an"d AS slapamov and enel a,*,"rate it,"do.4-oor-m lioes at-GAW J-,*end ,%I I . Lh 0 Inerat ljW*(at.0414 is kWh shicanoto for ffmcodt#W#.an wjo*b cooplainka and Moslem Air litubov. It 31.4h so,P.;Y-c leave. or As whoosto two owe"d to wasoolvehod 9"11.4 he.*Of I this 4-'.4 I &ffily 10 We"dw drafts"Ill IMrVvI inhAoM ....rCk`..".vr "Gotily it&it"O.How 1-4 Car W.CMA$41 at the lontle 644pmol cod.t. in maps 1.1.And 3 in com4witio"srone horea'".-4 h4w beat"In"In loopeovalod"ek Is seen ones di%�AM 41,I.S.-9.1100"4 Pocts.I.W% ve&k*..R-O4-W F.dGo.C,1.1MrA file,tbohcallr asserted 4shim, 64 1114vides lilt requirements of Proculto of AM?tactics Of.roac:!ce 03 itqtd:es die following IrAlrodon reduction or I AA INNArotheat b-arke ottell to thanhind in the comol Set psito 0 0-o.1h ST. 80,011 t"Of Oft tanner Want.Itich 46 ON!'"&,v_4 ones*IKIMNI"do"and W.1 be Walled.NO"or sed.tof.of.4 done isopeelk 00 of filings 04 Intoner..JU Shia bt 1401al. or alhool in*4 coastal#mt be scoliel hem she ca-dideoIal Prato And covered-A WW.dvn heft local Oda serials, As docre"I 81.11 be Sartori In okear-oll"red treat, As 4"Wol A?sent"amll be Partitive.41%re.or-.1d.4.4 I-$-h"44 Idow,Gas No.a bottile. p--d"d4.r.. wit" Infilledifen Barriers lar ItocA Construct(on 1. 14 boos"d In"Govid...Is seat". 'M Pew Iran, coo-stagaid opoc"ITWO 4.ow.1ply ov .16-4 The(odowinj building maradall Gad Asses will IwWjr at Intillrodon b4cricto for block cocuttuctlan: a. rainled F-alcilow Walli. Exterior martat)oInto shall be tooled Hats.a4lawed to cuee. then brushed With morality#talent Point. A am case col onsimatry major point jused 0 Go orratoot" or-- Ilion a fOltImum of one color C041 at paint lhall be applied. week sit.larlawnI o4dintend rhan-A"I 31 0 cra. All holes In the oultr Wreck fact shall ler patched. I%@ entire Anatomy wait L A Isom n*tr- -4---1 It $hall be ratted with&weather reilitant truces,laver of it I,ggg&lisill Lack dd,kz,os We, I o"taierphart's b." 14'.1.4.4. for comentidatto stucco or 1/2 Inch thickness lot kronselle OrAcce. L A.Onormat"WA 111tiewti dovwo he"1,01--hentsvieser,Ipw1h.r. When Intiltradon rrwWco 13 is uses.caudo"shou!4 be taken to limit the us@ of Interior 11411111L mainerials and sysiters which produce indoor air contaminants. L POlVen"ic Plastic Pre cmenticionoo coost-11(porging) $hall be terswelval an she Interior block wall surface before hitting out with a unUwm 42 thidness of not tell than 1/4 trich:or. L Plastic j5(xs.xrs;4Prjj shall bit wrapped conMoau#lr an the Inhiefor ad this CBS-all.held In piece by furling stripe at ivy dk*Wy Tteched van based, are drift an&it baruitter of, INFILTRATION 11ARRIE)IS 3. CIM'd tell I"" hOU be Installed at;cood"Wout layer All InMrIdan barriers And Sealants shoLl be iultible lonl-Ille materials. All objects :11 Interior Or altollor outface, Ali cradL9 and)Wats all too caulked or p000vednit the Wilteation barrier shall bq caul�4d.jasketett at otherwlit listed to therwito foaltd. OW IPAMU 11011SCL I Infillrolion Vairkrs Or Lai Woll Consfrisclion' Irsidersdom barriers that m#ilia vapor setudets It t.permetAnct of I pum or lass) 4 Shoulld 14 Installed tot accord Ance with Chapter It of she 1913 ASURAE 114millhook The(allowing building autaWs and systems Will JUAW1&I InifUtirsdan bairrion for to$Wall construction: v(Fandefeciettelt. According so ASILME, air-conditioned b%dWnAi In humid citseat" when cooling dandriatto should have varor stuardtio lrutallod an the Rabat of I%*InsulAtIon. Coliflamosis Citsave LoSL A continuous spline tiled be caulked In pieces,or settled with compressible learn gasket lips. Impliration Sarderf for Frame Conitruclisin Slit5ft.Double earlier Multiple Tonluf and Groove)#Lnb. Tongue Wid grOm IM 14111orwIng bulldlinj stalactite and sticcarts will quallir to trullisItIon borplais Wrls shall be caulked In place or stated with compressible lease dathitt tape. Wheat handled on the exterior of frame;tall cornstrucion. (1-lotr U thVinill it oilea loarrisor Is#vapor barrier Alto,no Interfor raper barrier ohoyld be lsui&lled on%he tAkWW JeAttem of OW Wall.) I'losder Shooting.elastic shetting products sit conoldertn! sit Inflittailein busters "him opplltd to a team* wall unett.itsth An 4%itifor flitigh and the (alloinj seadial requirements me onot: I.-L Otediol%%ad lot on.,jI.4 to*a top plim by.,Son -is Women, 9'. 6,0 IN p yl.tv,J.-megb%,k.ay 1.njej faces @I?.%$Flat".SlItivel Sh.0 beryoIl.-W d.up pit" I she"......04� thood-1 Otea too so 0. ft..W 1. It anoehanical Iss""I and-Sot 0 is,,,I... .If, M-40 wel me)91na.now itntis of slob.4 is:9'. opp"the OM-d"S ends,'he�. r...0.IN. %-We-%it 0*4"Air he"o(the pro... P n$is ILSO be Sftth*4 JaWhd 4"01 WA tetpetow,by tothon orodwatal hotoneol Wol ohm"I@ eat loans:o'. "me"sare-,%wryk so:%so'.4 a-.1 of Plastic 01.0:at. tenrons%he She".I womet AtJoer c-dr.opero.f.Ahom ajoschl't w1d,Inalmol"I billions"GO*.a.4",lot"a(the*.~I. L rowing -do%-a 4$ftc%t4 olth aw-st..Ml of is I..". Ad seen.11,01 be M."'Ity fill-ar irplylvi I mine w P.O...2 "Pe -b 1",1k N-M he IN, Wheel"96 she hyral avil,P0jqv-b.otd -40--Iorts the