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370 Orchid St (VAULT) ME WOM JOBADDRm b -10A o IA d PROPEMOWE CONMCTOR PMUMMAMU- .;DATE MSPEMONM, FOonNG I- SLAB 10 17EBEAM LEVM FRAAMVGCOVER UP INSULAITON FWAL CER77FIC4TE OF ELEMUCAL PERAff" IZVSPEC77ONS ROU6W MAL -7 AMCH4A'7CAL PERMM MPEC72JONS AOUGEr FFZa PLUAIRMPEMD PZPEC77ONS ROUGffA7NDM MAB TOPOUT WA FAUVAL NOTES: ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING -9 SLAB 97 FRAMING CCVER-UP— INSULATION 7 FINAL BUILDING CERTIFICATE OF OCCUPANCY :20 /7 z-1-Z/- (F-7( /c-//4 7) ELECTRICAL PERMIT # 13 3(e '6�3 INSPECTIONS ROUGH FINAT MECHANICAL PERMIT 13 7�25 PLUMBING PERMIT # 4:? NOTES : 61c 7, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD jl� ATLANTIC BEACH,FL 32233 -5826 INSPECTION PHONE LINE 247 Application Number . . . . . 05-00031719 Date 12/02/05 Property Address . . . . . . 370 ORCHID ST Tenant nbr, name . . . . . . 1/CU 1/AH Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --- ------ --------------- ------------------------ PULTE HOME CORPORATION OCEAN STATE HEAT & AIR 8081 PHILLIPS HIGHWAY 1476 ATLANTIC BLVD. SUITE 14 NEPTUNE BEACH FL 32266 JACKSONVILLE FL 32256 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ----- ----- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Nov 30 05 10% 368 ocean State RooC 904-249-8949 P. 1 CITY OF AT11ANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Propeily Address: Owner: 3 ow't 3&U�4dA-A-- Telcphoneg: Contractor- 0cffin E-2-mfLbr,,-F- I C Telephone#-.141P I Contractor Address: 141[p aT1 nN i�AJA Fax -q q 1i)(-ousideritioa of Dermit-)ivttn for doing the wotic as ile.ictibcd in the %vjiZ-rTcb7;—Auce to perforai 3akd work 0-iecot-d&anc7 willi the atiachcd plutis uud 3ptuilicMions which art:i part fierrrif and;n.;iccryrdmice with tW City OfAtlitntic Bench Ord iD311=3%Tkd stak'Oavds of tood Practice listed therein. Type of H'euting Fuel: If othcr com-truction is Wng done un this building cc 3ite,11%the blAildUI&Pe(Allit(walber: 0- clecoic Iv- 0 Cias: __j,? _Natural t6entra,Iftility a Oil 0 Othec-Specify MECHANICAL EQUIPMENT To HF, INSTALLED NATURE OF WORK ft-l"Heat —Space —Recessed Kentral Floor &00'-llpw%idential W,*""Air Conditioning- —Room -,eFntr,t • Duct Systcm: 'Material Thickuess 0 Commercial * Refrigeration Maximum capaciTy cfm U New skidding * Cooling Towix Capacity 9pM * Fire socialcices:tualbel. orheaub 0 Elevator: mmilift Escalator (Number) &'0"RLp1axmLnt of Existing Sr,tem C3 Gasoline�umps (Nurnber) C3 Tanks- ..— _�Nuni bec) C1 New IntmLautiun M LPG Containers (NUM�er) (No Intent'pmviously in3tailed) C1 Uufired Pressure Vessel 0 Emensiort,nr Acid-on io CxistW&System a Boilers C3 Gas Pipi" 13 Other-Spmii� C3 Other-Specify LIST ALL ZQ UIPMENT MR CONDVVIONING,RUlU0.'tXxrl0N JL CorvDLt Ns4)R,S Approvii% Number Units D, G mooci manuticturcr 'roa,s Agency 14 L HEATING-FURNAUS,ROUX-ItS,FIALPLACES&AM RANDLER'S ApprOvin6 Number ljait� DL5crio0a Model 9 Munufkwrer STT� Agency 40K 4IT7,11-'3 fr3 I Nom(4131 Gapat*y Typt Liqui(l Serial Approving Hrpw tyl.111v 0imension'i C01.)i1wd -r Art. No �,.Micy ,—rloril:�—321-3 4'5 Phone; (904)247-5800. riax-, (904).147,5845 http:!/www.ei.atl%ixttic-b4:uch.1l.u,; CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: /07- "57- Property Address: (-3- 70 \)T. Owner: - '� t,�Aetta Telephone 9: 0��- 0so U Contractor: oce LTe Ln C Telephone 4:E41LI Contractor Address: 14-7b CtTLaf7�1C'NV Fax 4:F4P C)-j In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said-work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of �ood practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list-the building permit number: R— Electric • Gas: _LP Natural &-6,ntral Utility • Oil • Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK &"-Heat _Space Recessed PCentral —Floor IV""Residential V-'�Air Conditioning: —Room --Central • Duct System: Material Thickness Q Commercial Maximum capacity cfm • Refrigeration Z1 New Building �2 Cooling Tower: Capacity -gpm D" Existing Building Q Fire Sprinklers:Number of Heads cl Elevator: —— Manlift Escalator (Number) a-"—Replacement of Existing System �D Gasoline Pumps —(Number) �2 Tanks (Number) Z1 New Installation (No system previously installed) El LPG Containers (Number) U Unfired Pressure Vessel Q Extension or Add-on to Existing System U Boilers Q Gas Piping Q Other-Specifv_ 0 Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model 4 Manufacturer Ton's Agency L HEATING—FURNACES,BOILERS,FIRE PLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency 4 Ir Avrn TANKS Norninal Capacity 1�_�Jpe Liq4Fj%^j6W Serial Approving How Nfanv &Dimensions "Mawained Manufacturer No. Agenev L::�!= — 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 - Fax: (904) 247-5845 - http://www.ci.atiantic-beuch.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000826 Date 6/19/08 Property Address . . . . . . 370 ORCHID ST Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1000 ---------------------------------------------------------------------------- Application desc REPLACE SIDING W/ HARDIE BOARD ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BARINEAU OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee 17 . 50 Issue Date . . . . Valuation . . . . 1000 Expiration Date . . 12/16/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total 17 . 50 17 . 50 . 00 . 00 Grand Total 52 . 50 52 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 08- .1 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US .......... Fill BUILDING PERMIT APPLICATION DUVAL COUNTY 94, U �"'.'IZJ PAP R I? ESS SQ-.,'FM- NPRR ROOF do ktl..tiC Beach, FL 32233 Ss' MIZ4.t!EG&-�.DESORIPTION.". t CLA 0 �USE--'OF-S.TR UR@'flF7 0 NEW BUILDING 13 DEMOLITION 13 RESIDENTIAL LOT_BLOCK SUB DIVISION 11 ADDITION 13 CONVERTING USE 11 COMMERCIAL ALTE TION 13 ACCESSORY BLDG. ESCRIPTI 0 RA 0 REPAIR 0POOL/SPA 0 YES 0 NIA 0 1 tie) Cie Q MOVE EIDTHER 0 NO CO HIT OWNER NTRA 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: R-%(�eArA cw'i wt L- 6.NAME: \ 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF'�RIDA LICENSE NO.: 25,STATE OF FLORIDA LICENSE NO.: 0 17 o7� 18.ADDRESS: 26.ADDRESS: 11.OFFICE PHONE: 112.FAX NO.: 19.OFFICE PHONE: 0.FAX NO.: 27.OFFICE PHONE: NO.: 247 -o§'i'D T7 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: .E Al SS.* 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: 0" Ji89 9 ii'IiN A. MANOWNE "I'll. ......... 31.NAME: 33.NAME: 35.,NAME: I –'� I,I i/I" 32.ADDRESS: 34.ADDRESS: 38.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, AJr Conditioners,etc. OWNEWS AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will beclone in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 'CTOR-o' X:k .......... N (Qualifier I On Qgu . ::1 1,11". , ` --t��. § `�Ng"'C ONTRA '.M Signed Date: Signed: Date: Before m1thist!:.Yh day ,20k7 9 the county of Before me this day of ,2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared )bUwab b ar i ti-cau-J r- herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirm tatmest clarations are true and accurate. true and accurate. Notary Public at Large,State of County of IDLkVi�'[ Notary Public at Large,State of COPY 0 Personally Known 0 Personally Known V-Produced Identification- F-L- 13 Produced IderfdaMN& Notary Signature: Ale-, Potary Signatu -RA;j TV rf) MID I v I Flic, 77Mt L "'"'" 7n K. CUNNINGHAM y P ublic-State of Florida] CnT OF ATLAVVD.C BEACH b 28,2010 SEE PERMITS FOR y Co mission Expires Fe 8 --kDOITIONAL REQUIREMENTS AND CONDITIONS. ommission#DO 523638 COAB FORM BLDG01:REV] ssn .......... IPI Nojjry Assn. "I,...10" Bonded By NatiOr REVIEWEDBY: 17 -&7::� DATE: 1�—jr-or CITY OF ATLANTIC BEACH OWNER BUILDER AFFIDAVIT 1. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE TEE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF TFUS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. IL INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(l). AN"OCCUPATIONAL LICENSE"IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. C/ 4 ADQRESS 7_0 PHONE NUMBER (XV4 L" f\-qGV, r *RE C ME tM � S1SIGNATU 4 R DATE j Before me this I ..� day of J 200V irn)the county of Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are true and accurate. Notary Public at Large,State of County of—DUVaj— El Personally Known yProduced Identification- K. CUNNINGHAM Notary pubuc.State of Florida 10 y Comndallon EXPIRM Feb 28,2010 Notary Signa Commissim#DD 523638 Bonded By National Notary Assjn. COAB FORM BLM�DD.7;REVISED: 8/14/2 7 J.TS Director ,y of Listed Products Page 1 of 10 WALL ASSEMBLIES JAMES HARDIE BUILDING PRODUCTS, INC. - Fontana, CA USA 'General Information GENERAL INFORMATION APPLICABLE TO ALL DESIGNS 1. The following 60 minute rated wall assembly designs cover the use of fiber-cement board and plank products produce by James Hardie Building Products, Inc., at the following manufacturing locations: James Hardie Building James Hardie Building Products,Inc. Products,Inc. 10901 Elm Avenue 820 Sparks Drive Fontana, CA 92337 Cleburne, TX 76031 1909-356-6300 1817-556-9990 James Hardie Building James Hardie Building Products,Inc. Products,Inc. 809 Woodrow Wilson Road 18200 - 50th Avenue East Plant City, FL 33566 Tacoma, WA 98446 1813-754-2000 1253-847-8700 James Hardie Building James Hardie Building Products, Inc. Products, Inc. 17 Unytite Drive 2425 Highway 77 North Peru, IL 61354 Waxahachie,TX 75165 1815-220-3000 11972-923-5300 James Hardie Building James Hardie Building Products, Inc. Products,Inc. 318 June Avenue 152 Belgium Drive PO Box 99 Summerville, SC 29483 1 B on, PA 195 10 '84 -821-2745 610-926-5533 James Hardie & Coy Pty James Hardie & Coy Pty Limited Limited New South Wales Branch Queensland Branch 10 Colquhoun Street 46 Randle Road Rosehill,NSW 2142 Australia Meeandah, QLD 4008 Australia PO Box 70 PO Box 188 Parramatta,NSW 2142 Hamilton Center, QLD 4007 �Austra la Australia 101 1-612-9638-9222 [011-617-3248-3248 James Hardie & Coy Pty James Hardie Fibrocementos Limited Ltds New Zealand Branch Los Boldos 620 50 O'Rourke Road Parque Industrial Penrose, Auckland,New Vallegrande, Lampa, Santiago, Zealand Chile PO Box 12070 011-652-738-5131 http://etlwhidirectory.etlsemko.com/WebClients/ITS/DLP/products.nsf/6a42lefeead6f2l6... 6/13/2008 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 05' an Atlantic Beach, Florida 32233-5445 047sw Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us ed: APPLICATION REVIEW AND TRACKING FORM A . Department review required Yes No Property Address: 5-7D OfChi& nk-+ Building 'r ni� Planning &Zoning Applicant: Public Works We Public Utilities 'Oroj eic' f:� e - -- Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [ErA/pproved. FDenied. (Circle one.) Comments: CBUILDING:,) PLANNING &ZONING PUBLIC WORKS Reviewed by: tli� Qdn3 Date: PUBLIC UTILITIES Second Review: FlApproved as revised. FIDenied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: E]Approved as revised. F�Denied. Comments: Reviewed by: Date: Y I CITY OF 4&4a4-c BemA- Office of Building Official R JQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. Job A ss k Owner'SL;�� Name Contractor ,,"'z2 BUILDING ONCRETE ELECTRICAL PLUMBING MECHANICAL ofing Framing t 1j �Fo Rough Wiring Ej Rough F] Air Cond. & El Re Roofing Ej Slab Temp Pole LJ Top Out 11 Heating Insulation El Lintel El Final 11 Sewer F:3 Fire Place Ll Pre Fab READY FOR INSPECTION--,,,, A.M Mon. T s. Wed. Thurs." Friday (-j7r� A. Inspection Made PM. Inspector-4. Final Inspection 0 Certificate of Occupancy D Date CITY OF 4&4#46 Be*4cA-0;&%d* 4 Office of Building Official REQUEST FOR INSPECTION Date Pe it N Time M. Received Job L I Owner's �03�11he . 7?4����� Name ct r CONCRETE �EL�E:CT R�IC PLUMBING MECHANICAL Framing 0 Footing D Rough Wiring C] Rough 11 Air Cond. & F.1 Re Rooting E� Slab 0 t,;A Pole 7— Top Out D Heating Insulation 11 Lintel EJ Sewer P Fire Place Pre Fab RE,A" I PECTION (A; Mon. Tues. _0 7Wed. Thurs. Friday Inspection Made A % P M. Insner.tnr Final Inspectio, CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT _W- E AN MAT, LOCATIO4 Permit Number: 21046 Address: 370 ORCHID STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FIL 32233 Class of Work: ADDITION Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 104 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: R MAT I Improv. Cost: Nktit 0 Date Issued: 11/28/2000 Name: BARRINEAM, JAN Total Fees: 25.00 Address: 370 ORCHID STREET Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 11/28/2000 Phone: (000)000-0000 Work Desc: WIRE FOR ROOM ADDITION $ NATIONWIDE ELECTRIC PERMIT 25.00 M-,, 4 ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.6814 Dite: 11/3@/n @I Receipt: U15249 6479 ATLANTIC BEACH BUILDING DEPT" CHECKS CITY OF ATLANTIC BEACH, FLORIDA ^Ppnrjod by APPLICATION FOR ELECTRICAL PERMIT ///-g, 17_�L TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMP013TANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH-THE ELECTRICAL REGULATIONS,CODES AND CITY OF AT�6NTIC BTA�H ORDINANCES. 0,AW l9zo ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME t3'4 W AJt-14'�— —ADDRESS: 3 7-b —57-- RFD—Box_ BLDG.SIZE —BETWEEN: RES. APT.( COMM.( PUBLIC( INDUS. NEW I OLD I I REW.I I ADDITION TRAILER I TEMP.( I SIGNS I I _SQ.FT. SERVICE: N EW( INCREASE( REPAIR( FEE CONDUCTOR SIZE AMPS COPPER ( ALUMJ ) SWITCH OR BREAKER AMPS PH W VOL RACEWAY EXIST.SERV.SIZE —AMPS PH V RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS dw CONCEALEDI IOPEN I TOTAL RECEPTACLES ('� -CONCEALEOf IOPEN I TOTAL 0.30 AMPS. 3 S.100 AMPS.I SWITCHES F 7 INCANDESCENT FLUORESCENT&Me V. FIXED 0.100 AMPS, APPLIANCES BELL TRANSF. AIR M.P.RATING M.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT (1-1 OVER MOTORS M.P. I VOLTAGE PHS No. 1 H.P. VOLTAGE PHS MISCEMANEOUS A.1 7,'11 0 rkq TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA -I NO. lKVA NO.NEON TRANSF. �=o VA. MA. MOTOR SIZE FLASHEW EACH SIGN FORWARDED TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 INFORKMOW, M`7�- L00AWNINP -MOO P E R M IT A Permit Number: 20752 Address: 370 ORCHID STREET Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233 Class of WorW.- ADDITION Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 104 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Imi prov. Cost: 17,000.00 Date Issued: 10/06/2000 Name: BARRINEAM, JAN Total Fees: 150.00 Address: 370 ORCHID STREET Amount Paid: 150.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/06/2000 Phone: (000)000-0000 Work Desc: CONSTRUCT SUNROOM PER PLANS P if, E PATTERSON HOMES PERMIT 150.00 FOOTING SI AB F MING FRAMING INSULATION FINAL BUILDING NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 18/10/60 01 Recei S15I.N 14 ot: bod1881 CHECKS 1682 ATLANTIC BEACH 9UII-1310�T� 6618803221000 ;74 CZ27 OF ATZANTXC B&AA= PERMIT PZZCAZZ0K PMVZNZ,, ADDZTXOWS,, OR ALTERaTIONS 1mCWzxTx0AvS owner(a) ,rob Addre 3:32L D-M �0')A —Phone;RnILO subdivisiod: "An 1'ot 0 7(11� k or Unit c x7la�_ Contractor'.461rag, "� ta)License Dos 1j0_JLL1 .xddxes3�( ) 9 ____ -phone No: City t_ 0 state 'vzj" Zip Describe Woxx to be done: P:msent use of building: valivation of Propozed Construction: Proposed ids*: Wri v1(z --2) ry-, Zf yes, Whitt ave the dimension* of the AdC13 11�4 r! this an addition? ft. x ft. wiii the added azaa be heated Anot N" ccoled? liew electrical (or increa4s) ­w3t;aw Ifeat/Ac? Now plumbiag fixtures?hi:� Now fireplace, 303107 .2s 1cmadm=) mo rjWfixzzm=LL) COW== mm or rx"S' $Z= PLW, MUM-, ZNZI= CID= J=*W, MM= Or 1 AND 0Km/=N"0=m A"=TX.T, xr 00= xx cmmx==. C siqnatuze OWNER: Date., Si5mature CONTRACTc�:/Z44- AS T0 OWNER: Sw��andBQb#OWIJC* _1Z day of 2000. *1—r "tff"m t-"s COMMISSION #CC 706443 EXPIRES JAN. 5, 2002 BONDED THRU NOW�' PUBLIC 10OMSONDING Co., INC. 5 ( clay Sworn to and subscxi:bed before m,.:et h I 4s ,:�%� ' — ;;�L i'lol ��1:2LLZZZA 0 BONNIE L. GULLE COMMISSION # CC 706443 -jr, EXPIRES JAN. 5, 2002 W BONDED THRU %.W*0 ATLANTIC BONDING CO., INC, .WO�W tet;,,OT 0002-L2-�RS &L299626:0 i CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ISE. Date /0 Heated Square Footage @ s per sq ft = -7, o6 Garage/Shed @ $ per sq ft = $ Carport/Parch @ $ per sq ft = Deck @ $—Per sq f t = $ Patio @ $_per sq ft = $ TOTAL VALUATION : s If40 6 6 Nk Tot ITIV--aluation ls t $ 9 7(1�0& (a — - 0 j s 0 Remaining Value $,:5-. per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 BUILDING PERMIT FEE WATER IMPACT FEE $ SEWER IMPACT FEE WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ) RADON (HRS) .0050 SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION $ ) SURCHARGE . 0050 $ OTHER $ 0 GRAND TOTAL DUE �_v - ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp_; SwimmingPool Septic Tank Well- Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION NORTH 1 2 FORM 60OC-97 Residential Limited Applications Prescriptive Method C Small Additions,Renovations&Building Systems Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Finergy Efficiency Code may be demonstrated by the use of Form 60OC-97 for additions of 600 square feet or less.site-installed components of manufactured homes,and renovgioilp".single iowdjp'ly residences. Alternative methods are provided ja!��ons by use of Form 6008-97 or 60OA-97. PROJECT NAME: , t, ,V BUILDER: CLIWATE AND ADDRESS: PERMITTI1 -4`6 0 4 2 2 12 --Z IVFFICE: ZONE: 1 2 3 12 OWNER. PERWT No.(=[]:A oil 1.5-1 4�URISDICTION NO.:f2-46011WOE SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and SC-3 apply only to the components of the addition,not to the 9)dsdng building. Space heating.cocifing,and water heating equipment efficiency levels must be met onty when equipment Is installed specifically to serve the addition or is being installed in conjurictIon with the addition construction. Components separating unconditioned spaces from conditioned spaces must most the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or rapiaced. MANUFACTURED HOMES AND BUILDINGS.Only site- Instalied comporwa and features are covered tyy this form.BUILDING SYSTEMS Comply when=Vista new system is installed. Pleaso Print CK 1. Renovation,Addition, New System or Manufactured Home 1. 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. 5. Predominant eave overhang (ft.) 5. 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq. ft. ..1-3-6-sq. ft. b. Tint, film or solar screen 6b. sq. ft. _sq. ft. 7. Percentage of glass to floor area 7. % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a. b. Wood, raised (R-value) 8b. R= sq. ft. c. Wood, common (R-value) 8c. R= sq.ft. d. Concrete, raised (R-value) 8d. R= sq. ft. e. Concrete,common (R-value) 8e. R= sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (insulation R-value) 9a-1 R= sq ft. 2. Wood frame (Insulation R-value)'�'t� b)'9'� 9a-2 R= b. Adjacent: &-" 1. Masonry (Insulation R-value) 9b-1 R= sq. 2. Wood frame (insulation R-value) 9b-2 R= sq. c. Marriage Walls of Multiple Units* (Yes/No) Sc 10.. Ceiling type and insulation: a. Under attic (Insulation R-value) I Oa. R= sq. b. Single assembly (insulation R-value) I Ob. R= 11. Cooling system* -r#6 lzs� 0 r-) 0 (Types: central, room unit, package terminal A.C., gas, existing,none) 11. Tvoe: Un JJ SEEPJEER: 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type-'2) gas h.p.,room or PTAC,existing,none) HSPFIFCOP A�A ii`l-� W 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b. 14. Hot water system: 14. Type: (Types:elec.,naturaJ gas,other,existing,none) EF: f n Pertains to manufactured homes with site installed components. I hereby C Ian an fi ations overed by thie calcula4n ar�in Review of plans and specifications covered by this calculation indicates comph=% com I' nce W11 with the Florida Energy Code. Before construction is completect.this building will be Ynspected for compliance in accordance with Section M.908,F.S. 0 yce --ffthe Florida E cc BUILDING OFFICIAL' is I Ing is i liance Q -R D E; Form#1632 MAP SHOWING BOUNDARY SURVEY OF LOT -4 BLOCK 104 -- AS SHOWN ON MAP OF SIECTION Iii,/-/" 4rZAA1)r1e BEAel-1 AS RECORDED IN PLAT BOOK PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL CO.. FLA -10A-1 f OR )041174: 11aA#f'f deA20je4 7 SHO IWO' AV 4,vpeer-le revd7loIjde Vgce 71--.4e- 047'114-f 4-1/02c3. CERTIFIED TO: JAN S. & RIC11ARD L. DARINEAU PULTE MORTGAGE CORPORATION FIRST AMERICAN TITLE INSURANCE CO. PHIC TITLE CORPORATION Z- f7 c /<1 z kA -,e ie,44 (.48 104a) .90. �3 6 %S vs, N L 3p tp oi fk"La-itic Beach AIAIA I. Sa R V 6:y 6 /40 7 1f0aA10W,r1,9A1 -FaWk�e K f - I Z -,9 7 I HEREBY CERTIFY IHAT THIS SURVEY PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61GI7 6,FLA ADMINISTRATIVE CODE (;'URSUANITUSLClION472027 PI ORIDA STATUTES) AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH IS CONCRETE wollume"T MEN7S UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY 2"FOUNDIRON :112"SET IROX-L.N.1704 FLOOD CERTIFICATE: IHE LOT SHOWN 14EREON IS IN FLOOD SOL MILDING RESTRICTION LINE ZONE — ASL SHOWN ON THE ;L()()(' INSURANCE RATE CLARSON AND ASSOCIATES, INC. " "N"Al. ANOLI MAP COMMUNOY PAW I N'l 12001.6- DATED 4-7-df? 1843 NALDO AVE JACKSONVILLE. FLA 32207 IT RAmus I A Al%C DISTANCE C" C"Ona 9"STANCE PC POINT of CullIvAtu"I SURVEYED 19 1',4 p I PONIT Of T"GENCY SCALE 41, FLA- P-R C POINT OF REVERSE CUP" P C,C Point OF COMPOUND Cummm" FIELD BOOK 58 0- PG. .--2 CN j HOST STRUCTURE-EXTERIOR PERIMETER WALLS Jot,CC o n, 2�i Y10_e0j j i .............­­................................ Len�fti;: QVO ,�zih(Pro)ectlon): /4 PATIO CONCRETE SLAB Roof Pa�*I:0 3"Ricer by 12'Wde, orA3L-Compoite Panel Y�th Ctear Span o and Beadng Wall Overhang of. f: 1-3 Wag Components&Spacing: _Q Xoto:Fooflng under roof beaflng wafl(OKLY) Ij FOOTING X z 0ockplate of/. Rwo��Ight of: 3earing Waft He& Beam): Lanoth of Patio Posls/Columns: X, Spacing of: T-Lelft Side WanL-5 Spaces a o.c.wtpos.ts lc� Schematic Plan View-Poo.tinglFoundation Location ErR-IoN Side Wag 3 Spaces a o.c.w1posts or.c Existing House ("Host Structure") Perimeter Wall SP Patio Roof attachment to house fascia ------------------------------------- -------- -CL S, 0 0 C: 0 0 Z CL 0, 0 65 L-----::�4------------------------—--------——------—------ Concrete Slab Perimeter Gutter Q� Roof Edge I ----- ------------------ ----------------- --- offo Left Concrete Patio Slab/Foundation andFrontWall Right Side Side Patio Patlo Roof Roof Overhang Patio Roof OutSide to OutSide (including side overhangs) Overhang FLAN VIEW - FAT105GREEN ENCLOOLIKE (Not to Scale..- Sche.matic) Gutter -7 Header/Edge Beam (Soo Specincatlon Component Schedule) 31 House Roof Panel Clear Span Patio (Host) Roof Roof Overhang overriang LATE 0 KICKP E ................... .......... 16 i �06tlAlc' 2. �1`4 oction(Width) Patio Pr�l ol� Typical Section ] Side End View Job Name Owner: - Contractor: pa-ttdr5o W Sheet # 1 of 3 Date: oti es EKSTING STRUCTURE R 0 0 F PR JE C li ON G F N E OF THESE S!DES MAY BE nB ROOF PANEL r—RDOF FA.NEL < ENCLOSED WITH SOUD PANELS A CL (NON-SEARING) C) 1/ 3 OPTONAL N p ENDWALL T" DOOR GHT SOUD CNAL HT St H�LL PAS r W L Tjo�N, Hav"', I I ID OCA 11 NrIll �-E V.A Z WALL PANEL DOOR 3-OX6- :z F LOCATIONS 3 5' & 12' -'D>� k 7-- 1 in7 STD. NON-BEARiNG VULU ON SPACING VA'r Y TO SUIT L�STD. BEARING MUUJON SPAC;N.' SEE TABLES ON EKEET 3TES4 SEE"ARIES ON SHEET 3TESA PATIO COVER END WALL ELEVATION PATIO COVER FRONT WALL ELEVATION TYPICAL STUDIO ROOF PATIO COVER PLAN EXISTING STRUCTURE ROOF PROJECTION ROOF PANEL ROOF PANEL F BOTH OF THESEI SIDES WILL BE F B A c ENCLOSED WITHIBEARiNG PARNELS ra- 0 OPTIONAL___---" CD P TICINAL. FULL ENDWALL cn DOOR m 3' O� & 12, �HEIGHT SOUD 5 VAX. cD T�?. WALL PANEL DOOR 3-OX6-1 F cm 0 LOCATIONS j TYP. =E L L----------------------- ---L4—STD, NON-BEAR�NG MULLION SPACING 57D. BEARING MULUON SPA'ING VARY TO SUIT ?7w SEE TAKES ON SHEET 3—TS4 �-L IABLES ON SHEET 3TES4 PATIO COVER END WALL ELEVATION PATIO COVER FRONT WALL ELEVATION TYPICAL GABLE ROOF PATIO COVER PLAN 9 �<n SAM MUARY 2,70�SN xs#0-. _Tmo 2-2 DRAN Ff.- ALL SECTIONS & DETAILS REFERENCED RODOn A-KA-Z HER;- ARE SHOWN ON SHEET 3-jES3. 3 TE-S 1 la3l' GENERAL NOTET2 & aEEqTSAJToNa 1 T . M PATIO COYLR A,ENZZW;rE SYSTEM S IM;ED To wa�,A,ON ANO 0,-J30R UANC PJ;i'OSES kC tS NOT To LSM AS A CAt-ORT.CARACE BE t 013 FAS:TAL R306L = IC 4 Z VKS P�`,TIOI COYEIZ Sn�--k IS TO BIE INSTA.-IM U103i THE ROOF FANU 1� 1 Im, 10,i ON OKA%(�C Na XS2. 12, i OESON LaCS S---7Aff-ES FOR D,%Gk LCAOS AS SIF�C.9ED pv�1905 23 ONE FXULY COOE REDJREM047S 0.4 THE MS7 afTIONS OF TIE STACAM S"--'l LXFOW(C90)AND NATOM PXA)BXLDW CODES 4. S:;;-'W FASTD-R5 S�Lkl BE 7,IE S7ZS SIM A-AD SiALL BE STAINLESS S-UL ZINC P,ATZD.DALY&%=SM OR 2C24-T4 ALLUffiV. -TU 'VT SOLIE 30, i Aa 5 RX RAL COW.NXrS Or 7,95 PATIO=.R SISTEN DIZ D B S 3.151, PWIS ARE OF ALLOY k TZMP�6063-71 UNLESS SPECIFICALLY NOTED, CTHEI?*�F- L TIIE SOLID WALL Fkia-S S-i.'W 9,ALL COMPLY WIN A CURREN*71LY ZOII PORTIONS MO' kAL.E GROVE 3.00' STANDARD FEMALE 3.00- -H- CHANNEL 45' ADNIIIR S' 3.00' ADAPTER IN' PASE & CAP CHANN OF lr 5MJO WILL PANEL 10+31 N?E.SAL=TO MIER IKTP-"%L4U E�L6 NZ.t Mw' "L Z7 BE FJ-I Y CAULKED. 7. WERE ENCI M K,IS WWA51I M BE LEFT OPEN PER COOF,THE OPEN AWA A.2�l' OF THE LONGM WK I ANO ONE AMMOM WALL Siki BE A il�@iLJW OF 65 PEROENT OF T�E AREA BELOW A WKWJM OF 5 FM7 8 I+D-ZS OF EACIi 3,031' 112C' MEAVU FORM TIE FLOOIL OPEN IS DEFINED)AS IINECT SM�NSG AND/OR 3.787' READILY WWOVA&E TW7Xq-tXT OR 7AR=M PLASM, NOT WaM T�LAN 1/18 t OF AN INDi IN TROOMISZE NOTE#8 BELM FOR OPTIMAL QAZNC POR704S OF THE VIKL NOT REOLVEll TO BE PLASM kAY BE TEMPERED RJM A T1400CM NOT TO 0=0 118 W04 TMT COMPLIES V.TH THE COX t WEN APPRO*X BY TIE BJLDFW.OMMAE.aASS COWPLYINC VTH TKE OW MAY ELI SM-SM70 FOR THE PLASM INDICATED IN NCZ f7 AS PENUM BY THE=FOR EWVXW UATERALS OF CONSIRJCTION. TRANSOM JAW8 0. W,15RE THE ROT PAW,WAN 15 FARklA 70 THE DMW, NXI OF THE R-ag"CE TrE AXOJACY OF Trr DMNG*a SJPPM MCTJW-(STUM WE ADM-� KAWS E-T-)Wkl BE VUVU frY W W3EPWW SOURCE FOR Te-c).TT"-§"T OF THE R=E SCAM.THE ADEXACY OF Tit EXVI4 FRAWLWG IS NOT A PART OF 7H!S PHC DIE"OR APPRCYAL 7X 2-jk;�� �774' REOLILRED-Y rW IU5 CAW ONE AND TWO FAI&Y I I;LLWI g !.031, 1151, Z21(f V 1997 STVIDARD S".NG C3OF- it ALL ALMIEWJM IN CONTACT WTH DERMILAN KATERALS SiALL BE PR=U i PEll Ut SECTION 20,"..12. 12. CONCRETE WANSION MQM SiALL ElE'TW FASVT KALMPW-, TOP TRACK EXPAWDER IN- BASE CHANNEL 3.00' SILL HEADER RACEWAI CAP KW[K-MT r ANafOiM OR EWIVALENT, IW 3/dr$MO+pn SIALL RAVE A MINWLIM 7E)GON VAOF IN CONOCIE OF%5 pmmf� W=Lors 9iALL Ia. OFC�49. 'A SEE TaJES(A)Alii)(9)ON Si--r 3TES4 FOR DEM WO 3.1se 7w 7 If 71r 1,17 lLi I �4 j3 7" 743' GAV 3.E74" 0 4.25' HAJNGNG RAIL 3,00' RANGING RAIL 104 L.S. jAms R.S. JAMB IN' C - FAN_ 107 3.00* TRANSOM HEADER C,6) z =-? 2.50 O.AI5 C) -Ow 1 6 ZS w 'h CL Ul -J c:) DAM, 4iiWAn 27,!9.% L ice%0- TERO 2-2 -5uwk—By" ROOM A,WALZ PE so. IUSE 2. .25' C FACAIA-9 3TES2 3.00' C�,S[R..WUUJ�14 3.00" RAIN_ 875 It 2.250 3.03' VERTICAL RACEWAY_L_THERWAL_�D 4 FIL HEQAT F.LL HEIGAT MALE& riAmxu JAMB OB 94 a TcF, LL FAI HE)QtT MAL,PER SO ILEIE P--R OR SOLD�AIC- F3-0-f PER(D Q PER cl Dc-,TGK a FEMALE P--- FLILL HE�CHT FULL�ZGHLT Z FULL HEICHT shis FEMALE PER(D FENK-5 PLi(2) SO BE PER ac. SC T" TRANSOM JMS Ems a PER 1�1 01 FU SO ,JIR - L HCpIIl T" _ ENt C.C.BETWEEN w; N-O.C.T-. YFIII HEIGHT MALE a PAIC-ADAPTOR IF Ty?. FEMALE PER 00 sws ac. FULL VEQ47 p sws 0:7 Fui VOCHI FLIL HEGIT M;,Ia JAN 12'O.C.TIP FEMALE PER Q PER 6 WNDCa 3 WN08 FEMALE PER G) 12-O.C. pm FULL HMT Ra PER JAMB PER B 1pEOHVL 0 rIN(:v 4)cw a q)EI r7 A224C 0 10 1 VAL PANE. 0 FM=NG MALE FEMALE NUMNS nD CORNER FULL HEOT STANDARD— FULL H�GHT TRANSOM FUL.H010iT ADAP-IR G FEMALE PER JAUB PER 3-PERO FULL NLL FZ01.1, RACEWAY PE� E=Al-Z FUU MG47 SO TLEE PER(a Sa�Q PAN! E—Al CAP RACEWAY CAP 0 RAT W El PER(D CAP PER is j T,P pa Bus a tz. 0, 4NILmr-S TOP O.�-lfyp�ck HECHT STkCARO FLO L WGHT S7ANDARD FEMALE PER(D FEMALE PER RILL hl 21TR-S. P",TGKT L.S.JAWS JAMB til If A,;Ae; FUI..-7 #a sws 0 FULL WCHT FEMALE PER CZ) 12'at TYP FENALE PER 9 31crIG"COW 0 FD(ED GLAZ14 0 SOLO WALL PA.�' FEMALE / RACEWAY FEMALE MULLIONS rE x a say wxf Pmn fl 4 Wcoc Sam oa9w. CUTER"%L ROOF CLEAT OR 112 SWS 0 5-O.C.VAX XG RESSCENCE Lr. TOGGLE ea-Ts RESOENCE SAS 6 5'a. a 16'o.c. SEALANT LkYhA-�M ROOF P9--SEHI NOT,12 FEMALE/SO. TUBE/MALE MULUGNS QC.TO PEEKTRATE SOW WOOD 1 3/4'~11 le SMS a TOP k ac jibe sms a rac.MAX FLU HE2GHT PER(2) SETNEEN CCNT.FASCIA PER ROOF PANEL Q W/ja!ws 0 if SOLID WALL P rL CDNTffXU`5 MiGhG CIC.MAX T&8 OR MALE PER INNER MNYL ROOF RAIL PER CONNIENON 0 H0US[___j) ROOF PANEL/WALL ATTAC WENT OG ROOF PANEL SPLICE i P,-.0�ErH- TRANSOM 1.103 Rx- GHT— LI M PER C5) i Fu-II.Ec, H-EKHT VALE FULL HECHT I MAiZ kr6-- PER b PER fl- c) PER ADAPTER H'F -F--Tr- Lq AS (D MZ_, P %a a TOP, �.SSCN JAMB CCNTINUCLS(g) 807CW k 0 21' C.C.BE70--N C:� c� wiN IV MAX 12-C.C.T�. v; SOLO PA.%F_ FLILL HE047 AMUARY Z7,ISS9 FE.R(a) JOB*a-- FOR PORTIONS 12 ac,Tr 12*CC.TYP 'H'PER C�, c.a TYRCAL 7990 2-2 FI-1 �-ZarT R.S. F�L�,E:QiT LS 3RA-­­B-� j Aug PER ams ps,t� ROEEFU A.VAL-I PE wm_-" ---)CE3 G A-Isr VAI PAN� (7) ITrC7 E)l M-i; NE I Rp CD C-) p 2 11r 2V MA;L UOYIEN!4,CTION 4'-4"WIN"OPENING UTIU TRAN." WIN. 5" I I 3 14MIT VKdtS SEE TABLES ON DRAWNG NEE M134 ? -a WIN. 0 "T 66 p- r ED xp p p W MAX.LOWR qCIIGN 4�-4"WINIWtJM OKWING INTER IRANSOW Iftlail'Ykala[S SET TADLIFS ONN DRAVANG N p p 0 RZ (I;;,) 21r MAX 1-010 WM IV-0 0"TMNG IPM TRANSCM IfWTT VARIES SEE TMB ON DRAIIING Na 3AL12%4 3" PATIO ENCLOSURE j�E RMTIEO THESE HAVE BEEN IGDO EVALUATION REPORT PFC-5178 DmLUSIVflY FOR !,16�M AND SEALED BY PROFESSICNAL Temar- LHUNEER. CONLY AN NAL SGNAIURE ICOO EVALUATION REPORT ER-3262-P PATTERSON HOME RAP. DECK AND SLAB 1�71�A-J=iunl OR AN EMOCISSED IC00 EVALUATION REPORT ER-SZ14-P 6967 PfILLIPS HO.Ay 20400 HALL ROAD , CLINTON TOINNSHIP MICHIGAN 48038 SEA-WDICATE TIC VAJDnY OF THAT NER-342 ATTACHMENT DETAILS SiO-284-04io 1-800-344-8386 FAX OID-21](1-5409 S"AIURL vl-amk -LLO, UL-58�;L TABLE "A": BEARING WALL MULLIONS—SECT ION TABLE "B": NON—BEARING WALL MULLION SECTION MAjovuly M U ii ON "R?E MAXV�,M MAXIMUM MULLION i E M.uwON DET.0 1 DET. (1) 1 DET. Q) MULLION ��E_T. DET. (D MULLION DET. __T___DET. s P A a N,G hiA)OV.L;M MULLION HEIGHT MAXIMUM SPACING 20 PSF LIVE LOAD, 70 MPH WIND 25 PSF SNOW LOAD, 90 MPH WIND 70 MPH WIND LOAD 30 1/2'C 30 1/2" C/C 10'-7* 11, 11-9 ZlCL2�CLC 1 '-0* 12'-0" ',2-V 12' 0 p-1 1 1'_�' -9, a KF_�� 1 -10* -0* 46- C/C 11-3 11-9. 1 11--9' 46-C/C 4' ll,-g* W-9, 11' 12' 1 12'-e 1 12-0. 56 1/2' C/C 10'-3- ll'-g- I ll'-9' 56 1/2 CTC I I ll'-9- 56 1/2' C/C 10'-d- 12'-0' 1 1"-e I 12'_Llf 20 PSF LIVE LO D, 80 MPH WIND 25 PSF SNOW LOAD, 100 MPH WIND 80 MPH WIND LOAD 30 1/2' C/O 30 1/2- 9'-7- il'-9. ll'-q. ll,-g* 30 lL2* CZC 12'-0' ;6.C/6 -5 C/C 8'-0' 12'-0' 56 1/2' C/C 9'-4' If-O' T3,Por Y/2� C/C 9'-0' ll'-9' ll,-g* lf-9, 1 56 1/2- /C 7-3' 9'-6- 9'-9' 1 ll'-9' ._.L 1 20 PSF LIVE LO D, 90 MPH WIND 25 PSF SNOW LOAD, 110 MPH WIND 90 MPH WIND LOAD 1 30 112,*C/C 1!.- 30 1 __F_ 1-9- - -10 1 L2- CLC 1 ll_-�O 12'-0: _0" 3' /f C/C 11 -v 11,-6* 1 _8 !�Y-Q* 12' 1 9' 12'-0' 46' C/C _3' 1 29: 46" C/C 7-3' S'-6' 9'-9' 1 11-9. 1 - I — 56 1/2- C/C 8'-6- ll'-O' ll'-3' 56 1/2" C/C I i 9-0- 1 ll.-O- 1 56 1/2- C/C 1 8'-B- g 100 MPH WIND LOAD 20 PSF LIVE LO D, 100 MPH WIND 30 PSF SNOW LOAD, 70 MPH WIND 10'-6' 11-0" 12 It 30 1/2'C/C 1 30 1/2'C/C 46 C/C EV-3- 1 0 8,-r lf-l' 1 ll'-6' 1 12' 0' '(.6.C/C 1 iir-43 i i_v_ — 46"C/C 55 1/2" C/C 1 -/-9' 10'-T 1 10'-4' 1 12'-0' t 56 1/2' C/C I r-6' I g'-g' 1 10-3- 1 lv-q- 56 1/2'C/C T-V I ll'-r 1 11-9- 1 11-9- 1 - �g:� 20 PSF LIVE LO D. 110 MPH WIND 30 PSF SNOW LOAD, 80 MPH WIND 110 MPH WIND LOAD jE :1��l . . I . . I if-9. I 1 30 1/2'C/C 1 9_.r 12�-O' 12'-0' 12'-0" R�w 30 1/2'C/C 1'-q 11-9 30 1/2' C/C ;s I �r"C/C r-6, 56 1/2' C/C 1 6' -9. 1 9'-0' g'-3' T---,l'-3' 55 1/2' C/C -1 V-3' ll'-9, 20 PSF SNOW LOAD, 70 MPH WIND 30 PSF SNOW LOAD, 90 MPH WIND WHERE 6'-0'WIDE DOOR OpENjNG OCCURS IN A NGN-BEARING WALL. 30 1/2'C/C il'-g' I ll*-g' 1 ll'-9- 30 Ile C/C 1 lo'-6- 1 11-V I il'-g' 1 11'_9 'USE 80%OF HIEGHTS SHOYN IN TABLE ABOVE. 46-C/C 10'-6- 1 11--g- 11--9- 45-C/C 1 8'-9* 1 11'_.r I ll'- 56 1/2"C/C 9*-g* 1 ll'-9- 1 V-9' W-g' 1 56 1/2-C/C NO "4-Br ING 20 PSF SNOW LOAD, 80 M PH WIND 30 PSF SNOW LOAD, 100 MPH WIND 30 1/2-C/C ll'-r ll* 9' 30 '0/lc C/C TRIBUTARY tN 45- C/C 9'-6- if-9* V 1 9.-6. TABLE "C": O.PANG F 56 1/2' C/C I 3--g- I ll"-Y lf-g' 56 9,-g" WIDTH tki CR L 20 PSF SNOW LOAD, 90 'A PH WIND 30 PSF SNOW LOAD, 110 MPH WIND BEW ANG 30 1/2'C/C 10'-9* 30 2�C C 5'-9' 11'-, 11-9- 1 MA)CMUM MAXIMUM OVERH�7 4.6- C/C B'_9' 111-6, "6. r-3- 9'-� PROXCTION 0. 0'-6' 1'-0' V-6' 2'-G* 1 2-6� 3'- 56 1/2- C/C 8'-0' 10'-6* 56 1//2w C/C ii'-o* 6'-0* 3*-3' 3*-7' 4*-0* 4'-6" 20 PSIT SNOW LOAD, 100 MPH WIND 40 PSF SNOW LOAD, 70 MPH WIND 7'-0' V-9- 4'-1* 4' 5' 4--il' 30 1/2- ll,-g* I ll,-g* 1/2-C ll,-g* I W-9, 8,-0* e-21" 4'-7' 4*-11' 5'-4' 5'-10' 46- C/C 8--o' lo'-3- �10_v 1-r-9 40-C/C 10-6- W-9, 1 11-9- -0' 4'-9' 6-l' 5-4' 5-9' 6'-3' 56 1/2-C/C -1-3' g'-6- 1 9'-9- 1 55 1/2' /C I g'-g" ll'-9' I W-0, 5 5'-7' Y-10' 6'-3' V-8' r-2' ii'-o' 5,-g" 6'-1 5�-4' v-9, r-r 7-7' 20 PSF SNOW LOAD, 110 MPH WIND 40 PSF SNOW LOAD, 80 MPH WIND 12�-O' 5'-3- 6'-7- 6'-10- r-2" _r__r 81-01 30 1/2*C/C il-s' if-9, if-9, /C ll'-9* ll'-9' I ll'-91 6'-g' 1-11" 'r-4' 46- C/C 7-3* 9-6' 9'-g* W-9. 4-5,C C g'-3' 1111:42; 14�-O' 7�-3* 1-7' 7-110' Ir-2' 8*-6' a'-11' 6'-9* 1 8 9' g'-O' I if-o" 56 1/2-C/C W-9, 15'-0' r-g* 8'-1' fr-4' erze —g'--O* 9'-4' 25 PSF SNOW LOAD, 70 MPH WIND 40 PSF SNOW LOAD, 90 MPH WIND 16,-0, 8'-3- 8'-6' 5'-10' 9-2' 9'-6' 9'-10 30 1/2' C/C I ll'-g' I ll W-9, I j,*-g 3o 1/2'c/c 10'-3' ll'-q* I il'-g* ll.-9. 11-0* -9,-Cr 9'-4- g'-B- ',0'-0- 10'-4- :--:; 1 -; 1 4 — — — 1 1 — 46' C/C 10'-6- 11 W-9, I ir-9 6'C/C 8'-9' ll'-6' 1 ll'-g* it-o' 0'-2- 10'-5- 56 112*C/C I 9'-S' ll'-g" ig'-Q, — I —_ i I W-9, le-9, 1 56 1/2'C/C 8'-0' 10'-6' 1 ll'-O' ll'-3' SEE TABLE'D'FOR PANEL SPANS AND OvEMKNG UMITATIOIS. 25 PSF SNOW LOAD, 80 V.PH WIND 40 PSF SNOW LOAD, 100 MPH WIND c:) V) g�30 1 2 C C ll'-9' ll'-g' W-51' 30 1/2' CZC g'-6' -W-9, C C '_9' cn 46. C/C 8*-o- 1101"-3- 1 �110-�9 1;__:01; _< 91-6. TABLE "D': MAXIV.0 A ROOF [:56 1/2#- C/C I 8'-g �525 //2?C/C -Y-31 1 g'-9* 1 1U-3' 1 PANEL SPANS* cl- m 25 PSF SNOW LOAD, 90 V.PH WIND 40 PSF SNOW LOAD, 110 MPH WIND Lj DESIGN PANEL DESIGNATION 30 1/2'C/C 10'-7" -9. 1 11--g- I LOAD TI-3-21-32 7-4.25-21-32 81-9. F�7'-3' �9� 20 PSF 16-15" 24'-T 46- C/C W C/C '-5' 9'-9' .1 10'-0' 1 56 1/2- C 5-0- 10'-6- io'-10' LINE LLAD 56 1/2'C/C 6'-g' 8'-s' q'-o' 9'-3' — - 20 PSF 14!-8' 15,-0, SNOW LOAD SAT 30 PSF 12�-I' 15'-7' WCARY 27.1991 !NOW LDA3 im N�_ 4OgF -7' IS-8, 'TWO 2-2 A3 lo� DRAW.81' 00&110 6' 24'-Cr nquu A,W"PE_ kPH WHO WAXIVUV, PANEL GYPERHANG;S 3'-0- 3TES5 ___-L- S-,,JMRAL MXL)CN SPAONG 2 STRUCMAL Mulk-UO"S SEE SoiD.1,E WZ*(W MM AT 0-tM) SEE EuNr-Los-PREE Saim. SEE S-.RJCIILR&WLQ LIONS SEE EN110SURE SCU. IN=REII:YA* SZE PaRT To AN"posnM JIND G" PLASTIC SPACER THE VERTICAl-SA%i"BOTH h4ft LV INSERT UP WILE PULLING V/FIXED GLIDE PER ENC-CSURE THE SOTTOU MWAF12S RE INSIDE(IF IIIE ENa-Q9.M LOWR THE rv?.EAoi END INS,-,(V-11f CONTINUINC;TO KU pWARI + DRANNGS AT TOP Q 4AUS PER wo SE SCHLI�u ENCI-OSURE 114"NSERTS.SEE DRAYIINGS IAMB PER WiDJU 80-OW FOR EN3.051RE 3 2 DRAWINGS r CONTINUOUS 039TWOUS WEATHER OFATh" 51-IDE BRUSH ALL r,.-cx wkx SRLI%i ALL AROUND--Tt?. 13 ThApou G-Ass AROUNC-TYP. —SUDE —VIERTICkLY ADJJS`.ABLE C3NTINU0US POLW.NYL sr F."IDLES CKORIDE 0-AZNG 04ORD -I,. POCXET TIV.ALL AROUND CCN7NJOUS t� VEAZZ", 2 1/r moc VAX 4 Elpisi Am TEMPERED Q.ASS Aa.IUSTABLE RMUER El Imew StL PER DIICLOSLRE ASSEMBLY W/%JDE MANNGS TYPICAL EPZi IEND ES AT 90TTOM EAQ4 HORIZONTAL SECTION OB Es TION LABEL PER UBC SEI C F3-E 24%014 LACH r—U CONNER OF KaT ASSEMBLED WINDOW ELEVATION VERTICAL SECTI_ON GENERAL REQUIREMENTS AND CONDITIONS i. YEWPM, a-ASS CANNOT EXCEED 0.125 INCH IN VIDOES& 2 TEMPERED Q.ASS SUMCT TO HLUAN IMPACT COMPLIES WTH SECTION 2405. 3. Md?9;Z3 G-ASS WkLED IN AREAS"RA.SIC MD S?EUS OF 110 MPH AM GIFATER CJVPUES WN AREA LUTARONS IF UeC SECTION 2403 IN �CRTICAL SA-%i PER .5 2 RE5STINC VAND FORM A.40 tS S"ORTED IN ACOOR)ANCE"UX SECTION 2404. -c A W QASS INSERT ASSEWELY IS READLY RE3JCVA3-F- p 2 KOT 01.Vl—l -AL SA-11i c5or 0 GLASS I WINDOW SCHEDULE TEMPERE c-EAR Opuchl. W4A; CLN 'ChLN 22,5' 51" 205 45.13 14.34 'A.S 5f AT HCRZC;KTA.L SA-1-t ��v I - 0 -T I -V C/C 1&2Y x 51' 13.T 41ir s-q III I I F I r '�-��HOFUCN�Al-SASi PER(D p HORIZONTAL SASH TYPICAL SASH TO SASH CONNECTION nC V) J c:) tn .564' 20� -5C,- �'9 — _-_-j TV. 20 TIP, w F- C3 V- 11 CD CD LJ TA rE 41-NLARY V.IM USE FOR TDC-M MASS Q,",G AT Lr5:FOR ACRrJC G-A--4G AT 7c,SC k4Q '�SE FOR TDC--RED C-AM CLfiZl.AT J�-,FOR ACR--JC GLPXNC AT 70.50 MD V�FUZ T96--RM akSS O-AZNG AT L5f'CR -'JC 9-VING AT 70,@0 AND JOE3 K, ac MPI,kc 90 LIP4 VX3. Stl DETA.L SO UN Wtc AND rlwlcIE3 aiss GL-ZN�; so 9:�4 W�91 W�ll will 5---=A.' 90 M�'i WIND AND-R30�m clk'71 cl-AZINC BO IPH MO SO UP-1 N43 5--DE7AL 90 MPH_WN"Al"D TEMPERED aJ-IS 9-AZI,- 2-2 AT - S-- "S�iC" AT 7C W W�3. AT R:'-iT FOR DW NSORS hOT , W, AT 7r,WH V113. AT R-T FOR DUU�S'0115 N� up-Wl BT R01i FUR DiiCNSONS NOT AT r�MPH Imso. ROBC�-A.VALZ P-F Tif_hc- OUTSIDE SASH CENTER SASH OUTSf0E SAS4 3TES6 NVOTICE OFCOMMENCEMENT qjj- "fPI -— --� -WrIda - :j County Of: C —P—Ky&—I I r T 'The undersigned hereby informs all concerned that innproverjents will b made * to certain real property,and in accordance with Section 713-13 of the Florida %NOW308 72 P�qe: 637 * Statutes(Revised 10-1-96), the following information is stated: 0 Filed & Recorded 10/05/2000 11:28:01 AN 0� Legal Description of Property:111-4—&T K Lo HENRY W COOK _q C" CLERK CIRCUIT COURT ro General Description of Improvements, DUVAL COUNTY TRUST FUND Owner Name:(Printed) RECORDING 0 CU ko Address:-3A-c�—b�a oid Owner's interest in Property: Fee Simple Title Holder(If other thain Owner� 0 14 Name:(Printed)_ Address: Contractor(PrintedL—.—Patterjon 1-forq��-it—IIPLO—vqLnsnt,��ared�By�_ Address: Telephone:(9041 6-0045 Surety(if any)(Printed): ...... Amount of Bond$ Address: Telephone: Fax:( Person.or Lender making a Joan fur construction of improvements.- Name(Printed): Address: Telephone: Fax Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Statutes: Address: Telephone: Fax In addition to himself,Owner designates the following person to receive a copy of the Lienor's Notice provided in Section 713.13 (I Xb).Florida Statutes(Fill in at Owner's option). Name:(Printed) Address: 'Telephone: Fax Expiration date of NOC is one year from the recording date unless otherwise stated. AA nn, M L Ow Signature 7B- Date Sijned A .r-i 1 A -IN A A --------------- ' Tertiftrate of Mrrupanq Titv of Atlantic N=4 — Nloriba Bepartment of 'Nuilbing luspection 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�n compliance with the vario#s ordinances rygulating building construction or use For the following. Use Classification Bldg-Permit No. 13576 Group y,f rame Type Construction S/f Fire Distri Atl ntic Beach Owner of Building Pulte Home Corp. Addn, h8j.p"11 ss ad onvifig? PIPM56 ' BuildimaAddress 370 Orchid St. Locality At lant ic Beach, F1, 32233 By: Don C* Ford 0 O� —Building ici I Date: POST IN A CONSPICUOUS PLACE ------------------ UTY OF 3 20 Office 01 Building f fl c i 3 REQUEST FOR INS - T ION 3 6,,5--3 Perimt No. all, TION -7 J,,�Add,es Locality Contractor CONCRETE S[rd-I�RICAE '<:LLU�MBING� < PAE:C:H�ANICA '1 C. Air Con Footina Rough fing Slab 7 Temp Pole Top Out Heating Lintel Final Sewer F�re Place Pre Fab READY FOR INSPECTION Tues Wed. Thurs. 1092-- — A.PI.,. en �,Iadc "�TV OF o! DuEding Officiial REOUIEST FOR IMSPECTIO'N Date Perm�t N�o. A.V P.M, ,jcb Loc i Name Contractor A BUILDING CONICRE VE ELECI RICAL PLUMBING MECHANICAL Footino Rough V11irsng Rough Air Cond, Re Rooftnq Slab Temp Prle Top Out Healing 1—wLition Lintel Final Sewer Fire Place Pre Far) READY FOR INSPECTION Mon, Tues Wed. h U f ;,)�,Pect t Fma! Inspe 1i QI (a:�(,," ,�, ,"i'-- BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF A TLANTIC BE,4 CH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: & , --? C, � � P,--/-z, C) Building Contractor: Building Permit Number: 13676 Address : - 1 Legal Description: /0 improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as 7 Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICA TE OF OCCUPANCY THE FOLLOWWG MUST BE COAIPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire -,:2, Public Works Planning Building OOHHLL HIL BCH TEL No . 2475805 Apr 3 ,95 15 : 31 No .010 FLA)ODPLAIN 09VOWPHEMIT INFORMAT9011 TY* PW of Devolopment Flood Zonvs� R*qulrwd Lov*ot Floor JCLq;wot*oftj._.j.L- Xg bollding Is loantwd wAthIn a iflood hazard zono, a survoi Ouat be 4%dw APTCR TOC "An HAS DOM POURCD* certifying that the Loweir FLOOR 6LtVATXO* Io equal to or above the booe flooO elevatIon estabIlobod Igor that none. No floaL Inspection w411 b* made and no o*rt*9Ic*t& of occupancy wIII be loauod untIl tbw ourvey to an Stio, with the bulAdlno Department. ApplIcent - Acknowledoesents X ursd*rstand ehot the AOOU&nco 09 thlo permit Am aostangent upa4 Wwo, above information balng corredt and that tho p4ons sesd suppom Ing do" bow& bown or shelZ bo provIdod as required. X sar�ww to oomply with sIA opplIcable provIsIona *9 Ordinance no, 20-7-19 and mIL other laws or ordl.nano4m aggoatIng ths, proposed devolopmant. SAgnatur* Department uss, Reqwlrwd Lov*ot Ploor RZOvatIon As Built Loweat PLoos Irgovetion, Surve r4led w&th Xulldtnq Department page 3 JUN-25—'3'7 WeD 10 : 44 0 P . 03 MAO EfAdWiff"i'd 8'6UN0AFtY"-VA'VtY OF LOT BLOCK /0 4 AS SHOWN ON MAP OF 4144-1 WNW 1414, ^qw , Ay—Ojq AS AECORDED W PLAT 006k PAM Of THE CU09NT PddUC WORDS OF DUVAL CO., FLA, FOR, - A,901%%. Ott a do C Ile 1105 z10 r zor 4 4 'der 3 A9 g/. 0 \S j: ft tf .......... ECEI D mwzf*� e!��Vwo gmat. Aodms. jUL 0 1 1997 I NEMY CIEW"THAT T"SUMY,PWOMMUMPO MY*WO ty of Atlantic Beach . LWEM: TECHNICAL STANOAMS FOR LAM SUWVORS.14 ACO ANC9"TKCK4PT ivstl�t'ftx VIE COOE (PUMANT TO SECTION 472-0.2T, ),,=, IPU"RCM`nFVT)4ATTkW � G90cans we"Umw uilding and Zoning M&M UPOIN THE SU&OECT E0OWN ON"SUWVEY :111"PoumWAN two I.Or amovm NOWN*IN FLOOD AMOCTM Lm X" AS"WN ON"$WOO INSift'NCE 01411 OLARSOR ANASSOCIATES, INC. MAO.COMMWTV-A-Ift NO 1"WS- *ATID 4-1"t "s*tft: VILA"M G"ft DWYAWA SURVEM VC;r4PAC4F CURVAtuft & '?� POW of TANUNT NO 896to FLA *F RCVCRN anva SIC",—J� P.". POW 4w compown a0ft A&V Add A. N) Tertifirate of Mccupanru Titu of Atlantic Neac4 — 34 (oriba 19epartmtnt of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 13576 Group w.f rame Type Construction S/f Fire Distri Atlantic Beach URSPhiffigs Pj�hI2 Owner of Building Pulte Home Corp, lac onvi B6 Address Buildijj:::Address_370 0rchid St. Locality Atlantic Beach, Fl. 32233 Don C. Ford By: --guilding Okial Date: )L POST IN A CONSPICUOUS PLACE JUN-2-r--'97 THU E) P . 02 66U NOA" a NO Iqw-t,-uAVEY OF LOT BLOCK AS SHOWN ON MAP OF ,/V "Yo A /V AA, AS Recomm IN PL4T666k f ?�QES—22:9 01,"CU060 ouituc 14660RDS OF DUVAL CO.. FLA. P41, owl' ,A-l"t T .T IV z 0 r ZOr 4f 3 'o j kn 14)" of oil' %16 '.ki ov .01AIA4 I NMEBY CEIV"THAT THIS SURVEY.PERFORPIED UN�QWW RESPQNAIKe.0 TICHNItAL$TANDAMM PM LAND$t)IkVM'ftVi A THE mmmum LEGEND: cdoobAkl MTN 4tWAPT&600-4. NISYRAME CODE (PURSUANT TO SECTION 471027,FLopiDA STAT0f0*).A4b FURTHER CEATWY TWAT THEAROA NO VISIKE DCROACW- 9409" MENTS UPON THE SUILIECT PROMTY EX60Y A&"wN ow"suotvvy, Wool"" FLOOD WATE "wy so*wm 0MRSON-$IN FLOOD 90.6 MANNS oft""c""um 1-8 04"ON —FLOOD wa*Amm PIAT9 CLARSON sm ASSOCIATES, MID. 4 mA*-*Ommut4w PARK NO 1 m7i- 00640, -OAYw 4,114f 1*42 k"V*'AYL Jkklfdi�PLA U207 me O"Oft ompts P"OF smaTm :3. POW do v*14"NOV SuRVEYED Jo Is Joe, tAftidik no 286t, PLA AN.C. POW?op nwiloom Clow WALE-. 4, 0.64, pow :Aff W"A A FIELD SOON soop 7 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 : ------ --- ------L ---------------------------------- ------------------------------- ------------------------------------------------- ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE Ar ow Soo SENHNOLE ROAD ATLANTIC BEACH, FLO RIDA:322:�:;-5445 TELEPHONE�904)247-5800 F��X(904)247-5805 SUNCON1 S52-5800 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been comiDleted on TRANSMITTAL DOCUMENT FOR JEA DATE: 5--?-�7-7 The following permits have passed "rough" inspection: Permit No. Address Please update your records accordingly. /h yo�, BL+1 LD IZ-C ft�, CITY OF ATLANTIC BEACH /vcb P11 cr oF sulWl"d omoff mu CI TY OF ATLANTIC,'SEACH' I N"FOR"T'l �LOCATTON PER14 lNrORXATION� STREET 7 Addrei�_$ mi t Numbor 3'' 01 e PLtJMB ING AT LANTI BEACH F,09IDA 3:2 2 13" ermit Ty LEGAL DESCRIPT ",st of Wo k-NEW 4 t n$tr TV e.4WOOD FRAME B Ior'ck 10 4 �e tteon:, d'A U S�ubdivis ion 0 Val 0* Est 4�prov Co t ' 5() j�00 Total r e1w '.00, ount fAmount lip, WArk PEI$ ION, I 'T "7 50 00 ATION A#Xd r, 0 '111,10 ?.y ORIDA 3.2 16? 7' 40 77t ON, R_ AT I DO 1i kR tXG, JACK$ N 2 2 1.0e. ;,,rtv '19 Exp 4 S its f� co; f, It NOTICALL 961FOR Pouft !, _,CONCRgTR FORMS.AND FOOTINGS MUST INA PERMIT TE:O isel VOID SIX MONTHS AFTER DA t! I H AN6 DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC$PACE,AND MLISTOE' MATEOIAL,RUBBIS ,ITHER CONTRACTOR OR OWNEk, �OLEARED UP AND, HAUL 0 AWAY BY F, WITH.THE MECHANICW�'ufl Rau H E %0 ftlktV�0"SJ% OAYING TWICE,F6141 U-1 'T,o A D ACCORDI WHICH ARE PART OFTHI$,PI5AM1'(_:AN uajtcT �il�e NG TO.AP0R0V9D,PL4.NS fflQLAT10 N OfAl?PL-IC�oRo I'S'I'ONS OF LAW. 4 �A ANTIC BEACH BUlILL101,11 Jbili ARTUENI No T ky. A CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 3 OWNER OF PROPERTY BUILDING CONTRACTOR: 17 PLUMBING CONTRACTOR DON HARRIS PLUMBING (,.n AND ADDRESS: P. 0. BOX 14663 TELEPHONE NUMBER: (904) 772-0900 CFCA 19 194 STATE LICENSE NO: TYPE OF BUILDING: ct TYPE OF WORK: HOW MANY OF THE FOLLOWING rIXTURZS INSTALLED —SINKS SHOWERS 179– LAVATORY —WATER HEATERS —BATH TUBS –DISHWASHERS -----:URINALS —DISPOSALS CLOSETS —WASHING MACHINE FLOOR DRAINS SHOWER PANS TOTAL FIXTURE COUNT: $3.50 + $15.00 a $ ----------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT ZDITION'OlP THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS (904) 247-5826 31 4. Of: 01 tAft a DIPAOTMERT :,ok &ATLANTIC, CITY 0 T I'Org, 'LOCAT _XPORXAT-" 't N 1�7 3170�r T 0 1 D"7�, I kcif I It Ad r.e'AS a ORIDA 01' r CA-L L044, NW ot Wo�k T Biock,:104 UO �1' 4 nat r Ty#e'0400D fRIM411 " I MY s 0 r o p-o s ed u I 4;1.1$1NGLJ1 PAX Vj on 'Dve 0' CT ,-Es tr- Vail 06 0 Tota'r 'to unt 42 ' io VM f lox, �3 0 P M -JL�, �'3 2 >f T T q k NID SRI AA, Aar 0 3107 3 RAN Exp cb N 6TES: N AL CONC S'*F' ef Ong OTtCI AsTs,FOAMS AND FOOTINGS MUSY 9 11% 9 TV, 6p,ISSjj PERMIT VOID SIX MONTHS AFTER 0A No 000',�0 p E I S AC AND 'T , OUILDING MATP� IAL,'�'O FROM THIS WORK MUST 0,LEAkEDUPAN���-�HA,Ut.'EE�-��WAij EITHER CONTRACTOR OR OWNER L 6 t JOE TO COM,OLY��WITH THE MECHANICS a ��PAYINO TWICE $8 ED ACCO APPOOVED'P F THIS PEAMIT A06 U RI HNI 'TQ LANS WHICH ARE PART 0 IS NSO 'AS Oot�*VCN OF� PRi* A;TLIC LIE F LAW. Mtn DEPARTMIf -LANTIC BEACH BUILM NT �Y: t Ar, BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV. Street Address: LOCATION OF Intersecting Streets: Between And BUILDING Su6-division 11. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacked plans and specifications which are a part hereof anc in accordance with the City of Jacksonv;llo ordinances and standards of good.practice listed therein. Name, of Mechanical McGowan ' s Heatincr & Air— Contractors Contractor (Print) Cond. Inc . Master CACO-18970 Name of /V M-48 Property Owner y/z—, � )"g— Signature of Owner alure of ') C�_� Sign or A"thorhad Agent Architect or Engineer 111111. MRAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING ONE Electric THIS BUILDING OR SITE 7 Gas—0 LP Natural (:I Central Utility IF YES, GIVE NI)aBER OF CONSTRUCTION 1r7 13 Oil PERMIT / -:��74 CI Other — Specify IV. MWI�NICAL E9UIPM1114T TO 8E INSTALLEO NATURE OF WORK 111irevide complete lost of components on back of this form) Residential or 0 . Commercial Host 0 Space 0 Recessed Central 0 Flow New Building A;r Condifioning: [3 ntrel Existing Building Duct, System: Material Thicinmy—L— C3 Replacement of existing system Maximum capacity cj.m. New Installation(No system previously Installed) 0 Extension or add-on to existing system C1 Refrigeration 0 Other — Specify 13 Cooling tower: Capacity g.pm. (3 Fire sprinklers: Number of heads-- C.3 Elevator 13 Monlift 13 Escalate (number) THIS SPACE iOR OFFICE USE ONLY (3 Gasoline pumps —(number) (Roe 0. Tanis —Inumborl Remarks 0 LPG containers (number) 0 Usifired pronure vaino, E3 Boom Pormii Approved Do OtIMW — Specify Permit LIST ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION EQUIPMENT CSMLdtY Approving Number Units Description Model Number Kanufactumr (Tone) Ageney CL HEATING - FURNACES, BOILERS, FIREPLACES ft" ty AVESTIlur Number Units Description Model Number Manufactalw Orm) Agaw TANKS MW Many N=Rba Capadty Type Uquld Noan*of scrial Approving a" Dbnaudms Contained Manfifteturer No. Agency Bull DgpARTV9XT OF 01'r�OF ATLANTIC at". i ATT VE1041 T, Addr it RIM- Number AT e i ermi ,BVI LD ING t TYP --- LEO Cll*,� �s ot Work:NEW 64 tot 14, : R1 ock:I nstr . Type_:WOOD YK F�' U Secti6h. �� : O , � U e S I NOLS ]PARILY opose Subd RECTION '; 0 Dwe I Est . Valq** '*n, rov. co�t. I total Fe 315,94 put,t btt�e 10 9A A I T 3 0.1W A T, 4 0.00 H 0 K, 401 PA 3 2 2,pk. & 81 LA, 0 T Eli RADOX,�QAS��.R g� RAD A RF �ORXA 54, H 34, c 4 N*tn 'ORAT!"'o C`01T)�L, IMMOV PU IH tut, W,"tTZ- '14 SEWER. JACKSt LORID4, ,32256 CROSS =1 ON SEC N Exp'. WE 4,. 95 CON$T.$P1RCX N1 ES: § $MUST t !ED Bf P'O �Rj' NOTICE—ALL CO"CA#TE,FOR#AS AND FOOTING FOR PERMIT VOID SIX MONTHS AFTER DATE OF JS$'UE'­� SPACE,AND h f UST, _E AN!)b,86RI�FROM TH IS WORK MUST'NOT BE PLIKE IN PUBLIC, ILD[,NG MATE MAL,RUBBISH, LEARED UP I AND,:HAULED�AWA -HER cONT y gy� IT RACTOR OR OWN0 N "'FAILUAETO 1C0rMp,LY%W1TH THE MEcHANicsill"Ek 'R i',y OW� t J: AYIN "Of 1E CEPO (I Twl PE AN -SUi EC, T,Tb,: UED ACCOR D114G TO APPROVEOPLANS, WHICH ARE ffT OF T+fIS1 "VIOLATIQ�N O#�A pp­LICA$LE,P VISION Of,LAW. J, I Ott 1,3576 A*ILANTIC BEAC� SUIL MENT 'P RT Vwl_ CITY OF Ve4d - 574v,�& 800 SEMINOLE ROAD XFLANTIC BEACH, FLO RIDA:322:3:3-5445 FAX�904) 247-5805 SUNCO1\1 S52-5800 TELEPHONE(904)247-5800 NOTICE TO: Water Department FROM: Building Department DATE: 7- //- " 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 -7- S- Sincerely, Building Department CITY OF ,q&0"&0 Be44CA-0;&,U*d4 Office of Building Official REQUEST FOR INSPECTION Permit No. —Z3 ,,7 Time A.M. Received M. Owner's Job Address Locality Name Contractor BUILDING CONCRETE ELECTRICAL (LUMBING MECHANICAL Framing E Footing 0 Rough Wiring ID Rough 0 Air Cond. & Re Roofing F- I Slab L Temp Pole 1C, Top Out El Heating Insulation Lintel 111 Final E, Sewer F re Place Pire Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday - A.M. Inspection Made -?7-P M, Inspector-- Final I�slpecfion F], Certificate of Occupancy Date CITY OF 4&4"-c Be=A-A;&%d* 4 Office of Building Official REQUEST FOR INSPECTION Date 5- F-7 Permit No. Time A.M. Received PM Clec/-/ / /7� Job Address Locality Owner's Name ,—1E Contractor QBLIJ�DiNii CONCRETE ELECTRICAL PLLIMBING MECHANICAL El Footing 0 Rough Wiring F--j Rough 0 Air Cond. & F Re Rooting 11 Slab 11 Temp Pole [3 Top Out 0 Heating Insulation Lintel 0 Final 0, Sewer 0 Fire Place El READY FOR INSPECTION Pre Fab A.M. Mon. Tues. Wecl� Thurs. Friday............z--7-W. Z_ A.M. nspectinn MAri —P.M. nspector— Final Inspection E'. Certificate of Occupancy E Date CITY OF 13 Office of Buildh g 0 icial fI I . REQUEST FOR 14 PECTION Date---,5--Y--9 -7 Permit No. Time A.M. Received PM Job Address L ity Owner's tor--e, BUJI ----<:MjECHANI...AL--- BUILDING CONCRETE ELECTRICAL 'PLUMBINIa C Fooling r a Rough T"j,Out Air C� Re Roofing Slab Temp Pole Heating 1-j !nsulatjoin Lintel Final Sewer F-i Fire Place Pre Fab READY FOR INSPECTION 'Mon. Tues. Wed. Thurs. —;�-4—; A.M. ,,sp�,ct,on Mad-- Final Inspection Certificate of Occupancy F--. Date CITY OF Be4c.4- Office cii Buitding Official REQUEST FOR INSPECTION Date Permit No. Time Received 11-W Job Address Locality owner's Name Contractor BUILDING ,�N C R E�TE ELEC1'RICAL PLUMBING MECHANICAL Rough Wiring 5 Rough 1-1 Air Cond. & 1:� Framing �719 U Heating Re, Roofing Stab Temp Pole Top Out Insulation i Lintel Final Sewer [I Fire Place 0 Pre Fab READY FOR INSPECTION AM- Tues Wed, Thurs. Friday,__ PM" Mon. A.M. An1w Inspec"d sr,,c or —- ---- --------------- Final Inspection I Certificate of Occupancy i C) Date MWAWW� CITY OF 4&4"4'c Office of Building Official REQUEST FOR INSPECTIO CTII/ Date— Permit No. Time M Received �4 Joj)-� Led lity wner ame ILI N Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough Air Cond. & F1 Re Roofing Ej Slab E Temp Pole Top Out Heating Insulation 0 Lintel 1� Final F'! Sewer -i Fire Place F� Pre Fab READY FOR INSPECTION QAM Mon. Wed. Thurs. Friday o Inspection Made A- � kM. Inspector Final Inspection 1 Certificate of Occupancy 1 Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date Z/ Z7 Permit No. Time A.M. Received Job Address ality Owner's Name Contractor, BUILDING CONCRETE LECTRICAL_,,' PLUMBING MECHANICAL Framing 0 Footing 0 Rou6-h–W-,-r–i,—g D Rough D Air Cond. & D Re Roofing 11 Stab El Temp Pole Out EI Heating Insulation LD Lintel El Final �S--P-e r D Fire Place 0 Pre Fab READY FOR INSPECTION A.M P.M Mon. Tues. Wed. Thurs. Friday P.M, A.W Inspection Made --P.M. Inspector Final Inspection 0 Certificate of Occupancy Ef Date DATE. '7 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: 1:27 4,;L_ ---------- ------------ ;-------- ------------------------- ---------------------- ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION c:c:FILE THANSFORMERS; UN`D_ER__60_0_V, ____ OVER60OV, NO. KVA �HINO, 1KVA NO. NEON TRANSF. [NO. VA. A.--I [ MOTOR SIZE SWITCH FLASHER EACHSIGN L FORWARDED S 1 5 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address '7> e-(,y Date S - Heated Sauare Footage 0 @ $ 3,9-0 () T)e r S a -L-t = s (0 (�arage hed @ $ oQ.00 per sa f-t = S Car'Dort-t f®rc�h @- 8 1 -4.00 per sq IL Deck @ $ 0 Der Sa- Patio (-a S 1-1, er sa ft S 3 20 TOTAL VALUATION: Al-7 IfFo 15- 00 Total Valuation ist $ J600 6�C. , r r-,b 9 a IV-. 0 0 s .2 3 Remaining Value $ . 0,5r)er thousand Of portion thereof TOTAL BUILDING FEE $ .2 -570- 00 + I 1/2 Filing Fee 0 ) Fireplaces @ $15 . 00 s / S'. 00 BUILDING PERMIT FEE S 210 . 60 WATER IMPACT FEE $ 41,' d - CIO SEWER IMPACT FEE S / As-40 - 00 WATER METER/TAP C! PS-. 00 CAPITAL IMPROVEMENT 8 2 A 0 0 SEWER TAP S —0 (/094() RADON (HRS) C050 S 5-- 2 0 X z SECTION H PAVING $ 210-.00 HYDRAULIC SHARES S —0— CROSS CONNECTION $ 3 0() (/6%) SURCHARGE . 0050 3 S'-,( OTH R GRAND TOTAL DUE 5 .9 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp_; SwimmingPool Septic Tank Weli Sign_Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : MAP SHOWING PLOT PLAN OF LOT OLOCK AS SHOWN ON MAP OF AIrl-AM-rIC 6C-4CAl U 41V AS RECORDED IN PLAT BOOK /-8 PAGES 34 . or ite CURRENT PUB C RECORDS-010 10 AZ COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES KARING ENCE.- BEAAINGI SHOiA ON RIGHT-OF-WAY UNE �IIEREON IS TK SAME AS SHOWN ON TK ABOVE MENTIONED PtAT. 04K z 0 7' �G Z 0 7- 4f Z 0 7- 3 50.0 el oc" 0 (0" % Z4" 2&' Q) 5' IZA3 1 �N 0 S ry 7-0 1?R A,4 0 V&,0 - (AMAIC-) FLOW CERMICATE: T14E LOT SHOWN HEREON IS IN FLOOD PREPARED BY: 20NE X" . AS SHOWN ON THE PLOOD INSURANCE RATE MAP, COMMUNITY PANEL No. I Z0075- 0001D , DATED 4-17-bD CLARSON AND ASSOCIATES, INC. DATE: A4,4fC9 19'97. PROFESSIONAL LAND SURVEYORS 1643 NALDO AVENUE SCALE: 20' JACKSONVILLE, FLORIDA, 32207 SUMMER CALCULATION',''; AS-BUILT BASE GLASS- ---- - -------- --- ORIEN AREA x HSPM = POINTS TYPE SC ORIEN AREA SFM SOF POTNTS ------------------------------------------------------------------------------- N 15 . 00 65 . 8 987 . 0 SGL CLR N 15 . 0 40 . 7 . 90 548 . 9 E 29 . 00 65 . 8 1908 . 2 SCL CLR F 15 . 0 84 . 9 . 88 11191 SGL CLR E 14 . 0 84 . 9 . 75 887 .8 S 54 . 00 65 . 8 3553 . 2 SCL CLR S 20 . 0 73 . 2 . 84 1223 . 0 SGI, CLR 11 34 . 0 73 . 2 . 89 2223 _1 7------------------------------------------------------------------------------- � 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POTNTS POTNTS ---------------- --------------------------------------------------------------- . 15 1 , 094 � 00 98 . 00 1 . 674 6 , 44S . 40 10 , 797 . 78 6 , 002 . 19 NON GLASS------------- AREA x HSPM = POINTS TYPE R-VALUE AREA SPM = POTNTS -------------------------------------------------------------------------------- WALLS----------------- Ext 923 . 0 . 9 830 . 7 Ext Wood Frame 11 . 0 9230 1 . 70 1569 . 1 Adj 238 . 0 . 7 166 . 6 1 Adj Wood Frame 11 . 0 238 . 0 . 70 166 . 6 DOORS---------------- Ext 20 . 0 6 . 1 122 . 0 1 Ext Insulated 20 . 0 4 . 10 92 . 0 Adi 18 . 0 2 � 4 43 . 2 1 Adj Insulated 1V0 k60 28 . 8 CETLTNGS-------------- UA 1094 . 0 . 6 656 . 4 1 Under Attic 30 , 0 i102 . 0 60 661 , ,,,' Under Attic 19 . 0 62 . 0 1 . 10 68A,_'� FLOORS--------------- Sib 163 . 0 -37 . 0 -6031 . 0 Stab-on-Grade . 0 163 . 0 -41 . 20 -6715 . 6 INFILTRATION---------- 1094 . 0 8 . 0 8752 . 0 Practice #2 1094 . 0 8 . 00 8752 . 0 TOTAL SUMMER POINTS 15 , 337 . 68 10 , 614 , 49 TOTAL x SYSTEM COOLTNG TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLTNG SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS --------------------------------------------------------------------------------- 1S , 337 . 68 . 37 5 , 674 . 94 : 10 , 614 . 49 1 . 00 1 . 070 . 340 1 . 000 3 , 861 . 55 WINTH CALCULATION�i' BASK AS-BUILT CLASS--- ------ ------ -- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA WPM WOF POINTS ------------------------------------------------------- -----------------------_, N 15 . 00 -10 . 6 - 09 . 0 1 SCL CLR N 15 . 0 13 . 8 1 . 09 225 . 8 E 29 . 00 - 10 . 6 -307 . 4 1 SCL CLR F 15 . 0 -3 . 8 . 27 1 SGL CLR E 14 . 0 -3 . 8 - . 50 26 . 8 s 54 , 00 -10 . 6 -572 . 4 SCL CLR S 20 . 0 -24 . 0 . 90 -431 . 1 SCL CLR S 34 . 0 -24 . 0 . 94 -767 . 0 7------------------------------------------------------------------------------- . 15 x COND . FLOOR I TOTAL GLASS = ADJ . GLASS ADJ CLASS GLASS AREA AREA FACTOR POINTS POINTS POTNTS ------------------------------ ------ -------------------------------------------- . 15 1 , 094 . 00 98 . 00 1 . 674 - 1 , 038 . 00 -1 , 739 . 46 -960 . 74 NON GLASS------------- AREA x BWPM = POINTS TYPE R-VALUE AREA WPM = POINTS -------------------------------------------------------------------------------- WALLS---------------- Ext 923 . 0 2 . 2 2030 . 6 Ext Wood Frame 11 � 0 923 . 0 3 , 70 3415 , 1 Adj 238 . 0 3 . 6 856 . 8 Adj Wood Frame 11 ' 0 238 . 0 3 . 60 856 . 8 DOORS----------------- Ext 20 . 0 12 . 3 246 . 0 ExL Insulated 20 . 0 8 . 40 168 . 0 Adj 18 . 0 11 . 5 207 . 0 1 Adj Insulated 18 . 0 9 . 00 144 . 0 CETLYNGS------------- UA 1094 . 0 1 . 2 1312 . 8 1 Under Attic 30 . 0 1102 . 0 1 . 20 13223; Under Altic 19 . 0 62 . 0 2 . 00 124 . 0 FLOORS---------------- Slb 163 . 0 8 . 9 1450 . 7 Slab-on-Grad(-_-� . 0 163 . 0 18 . 80 3064 . 4 TNFTLTRATION---------- 1094 . 0 7 . 4 8095 . 6 Practice #2 1094 . 0 7 . 40 8095 .6 TOTAL WINTER POINTS 12 , 460 . 04 16 , 229 . 56 TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREUTT = HEATING, WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS --------------------------------------- --------------------------------------- 12 , 460 . 04 Z5 6 , 85342 1 16 , 229 , 56 1 . 00 1 . 070 . 484 1 . 000 8 , 404 � 96 WATVR BEATFN(f BASR AS-BUILT NUM (IF" MULT TO`F'A L TANK VOLUME EF TANK MUIN x CREDIT TOTA!, BEDRMS RATIO MULT -------------------------------------------------------------------------------- 3 3803 . 0 11 , 409 . 00 30 . 92 1 . 000 3638 . 7 1 . 00 10 , 916 . 00 SUMMARY BASE AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ---------------------------------------------------------------------------------- 5674 . 9 6853 . 0 11409 . 0 23 , 936 . 96 3861 . 6 8405 . 0 10916 . 0 23 , 182 . 52 EPT 96 . 85 FNNRCY C U 1 U!,, nor delailad KF" rmal ion oF the EPI raLing number or for any ITEM listed , ask your Builder f"r EPF- 06 . 9 UCA form 60DA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 - -------------------------------------- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM ROME VALUE Low Efficiency High Efficionov STNGL CLR DBL TINT A.................... WINDOWS . . . . . . . . . . . . . . . . . . . . . Single Clear INSULATION . . . . . . . . . . . . . . . . . . R-10 R-30 ----Xl Coiling R-Value . . . . . . . . . 30 - 0 ----------------- I R-0 R-7 - --------------------X: Wa 1-1 F-Value . . . . . . . . . 11 . 0 t R-0 R-19 Floor R-Value . . . . . . . . . 0 . 0 A-------------------- AfR CONDITIONER . . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER . . . . . . . . . . . . . . . . . . . . . 10 . 0 A-------------------- HEATING SYSTEM . . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric USPF . . . . . . . . . . . . 7 . 0 -------------------- WATER HEATER . . . . . . . . . . . . . . . . 028 0 . 96 1 ..........X---------- Electric EF . . . . . . . . . . . . . . 0 . 92 1 0 , 54 0 . 90 as E F . . . . . . . . . . . . . 0 . 00 : --------------------- : 0 . 40 0 . 80 Solar EF . . . . . . . . . . . . . . OTHER FEATURES . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Address : I �, Builder P : 1)a t ------------------ .-,-,SignatuT I-1k'r �," City/zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 RR F Al H 71 7 6 ' ' 11 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES( c) DATA FILE�; tBASED ON A . C .C . A . MANUAL J - SRVENTH EDITION ( c) 1986 by A . C . C . A . ) Project name 1094 Address LOT 5 HIDDEN VALLEY City/State Owner Builder NORTH FLORIDA CLASSIC HVAC contr . McGOWANIS A/C Cond Flr Area: 1094 SF * GLASS/SF RATIO 9% * House Faces : East: * Climatic Conditions & Design Conditions * ---------------------------------------------------------------------------- Geographical Location : Florida : Jacksonville ----------------------------------------------------------------------------- North Latitude / Elevation 30 Beg . / 24 Vt . Above Sea Level Outdoor Winter Dry Bulb 32 Beg . F Indoor Winter Dry Bulb 70 Deg . F Winter ( Actual ) Temp .Diff . 38 Deg . F Winter Temp . Diff . (wTd) 40 Deg . F Outdoor Summer Dry Bulb 94 Deg . F Outdoor Summer Wet Bulb 77 Deg . F Outdoor Summer Hum . Ratio Gr/Lb 114 Indoor Summer Relaltive Hum , 50% Indoor Summer Design Gr/Lb . 49 Indoor Summer Dry Bulb 75 Deg . F Summer Daily Range 19 Deg . F - M Summer (Actual ) Temp . Diff . 19 Deg . F Summer (User Sol ) Temp .Diff � ( sTd) 20 Deg . F ----------------------------------------------------------------------------- * HEATING SUMMARY * 1234 � DAT * COOLING SUMMARY * SUBTOTAL, 21220 � 04 ! STRUCTURE SENSIBLE 9825 . 46 'MECH . VENT- 100 Cfm 2090 . 00 , SENS . + MECH .VRNT 11915 .46 'ITEMP . SWING @ 3 DEG . 1 . 00 I OCCUPANTAPPLIANCE 3000 . 00 DUCT LOSS 1061 . 00 'i DUCT CAIN 1491 . 55 TOTAL LOSS/BTUH 22281 . 04 INOTAL SENSIBLE 16407 . 01 ! TOTAL LATENT 6629 . 56 : SENSIBLE + LATENT 23036 , 57 20% OVERSIZE FACTOR 4456 . 21 ' 20% SENS .OVRSZE FTF: 3281 . 40 ACTUAL + 20% OVERSIZE: 14915 . 46 SENS , + 20% OVERSIZE: 19688 . 41 HTG FTR = 43 . 2 CLG FTR 22 . 7 ; CLG DESIGN CFM 723 . 41 EQUIPMENT SELECTION * EQT MANUF CARRIER CU MOD # 38YCB024-3 AHU MOD # FA4ANF0300 HTC TNP/BTUB HTG OUTP/BTUH AFUE/HSPF 7 TYPE HP SENSIBLE BTUH LATENT B'1*'UH 23800 TTL CLG BTUR 23800 TONAGE 2 ( S)EER 10 CLG CFM 1000 HTG CFM 1000 RaLing SN,sAe'T).S r a r- N ew R es,i dO nt i 9 S ,at.ers Name : GILBERT MILLER Ra r s C o r t '. f i c a t� i o ri # 044 Strcot Address : LOT 5 City : IITDDEN VALLEY (.',(-jijnty-: No County -FmAlt, Ciiijilte Z(,),.I.e : NORTH E,ad Use Fu�,-A. Costs Si_te Fv1j,.rgy Energy Score Site Costs Cost Sc.�ore $ MB-L u % $ % cooLing: .23 . 73 3 . 9 87 92 85 heat ing:. 23 . 73 8 . 5 81 201 85 Light ing: 23 . 73 2 . 5 42 59 36 misc : 23 . 73 5 . 4 63 127 60 Refrig: 23 . 73 5 . 3 42 126 37 Hot Witter : 23 . 73 12 . 4 40 294 14 Dryer : 23 . 73 2 . 6 65 61 27 Stove : 23 . 73 2 . 2 65 51 33 Pool : 23 . 73 io . 0 0 TbTALS 42 . 6 68 1 Ol 1 5 F) Estimated Annual Site, Energy Use 42" . 62 MB-Ojs Est imat c,,d Annual. Purchased Energy Cost $ = 1011 . 41 Total Energy RaLing (Energy Score ) = 68 . 12 Total Cost Rating ( Cost Score ) = 54 . 51 Rat irig Range Low Use Low Cost I'Li.g h 11 s c, High Cost MBtu $ MBt u $ Cooling: 1 . 3 28 21 . 0 467 H*(--.!ating : 1 . 8 39 37 . 6 502 Light ing: 0 . 7 17 3 . 7 83 misc : 1 . '> 28 12 . 4 277 Refrig . : 1 .4 30 8 . 2 182 Hot Water : 1 . 1 11 20 . 0 339 Dryer : 2 . 1 20 3 . 4 76 Stove : 1 . 8 17 2 . 9 69 Pool : 0 . 0 0 0 . 0 0 TOTALS 11 . 4 190 109 . 3 1996 RATER DATE DATF Department of Community Affairs SN: 7116 FLORTDA ENERGY EFFTCTENCY CODE FOR BUILDING CONSTRUCTTON FORM 60DA-93 Residential Whole Builoing Performance Method A NORTB PROJECT NAME: 1094 TUILDER: PULTE AND ADDRESS - I T 2/10� ! PERMITTING ' CLIMATE (kcQ�4AiSTL BEA.CH WEST 0 F F I C E 11ZONE: 11 -1 21--: OWNER: ! PERMIT NO ., ! JURISDICTION NO. 1 0,) All �Y� CK 1 . New constrAbAkAr"addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No . of units 3 . 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5 . Conditioned floor area ( sq . ft . ) 5 . 1094 . 00 6. Predominant eave overhang (ft . ) 6 . 1 . 33 7 . Porch overhang length (ft . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a. O . Osqft 117 . 00sqft ... b. Tint , film or solar screen 8b. O . Osqft 0 . 00sqft 9 . Floor type and insulation : a. Slab on grade (R-value , perimeter) 9a.R= 0 . 00 , 169 . 00 ft 10 ,Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00 , 228 . 00sqft___ b. Adjacent : 2 . Wood frame (Insulation R-value) 10b-2 R=11 . 00 , 238 . 00sqft... 11 . Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=19 . 00 , 62 . 00sqft___ a. Under attic (Insulation R-value) lla.R=30 . 00 , 1102 . 00sqft___ - 12 . Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 . 00 uncond 13 . Cooling system 13 . Type : Central A/C SEER: 10. 00 14 .Beating System: 14 . Type : Beat Pump BSPF: 7 . 00 15 .Bot water system: 35 . Type : Electric EF: 002 16 -Bot Water Credits : (BR-Beat Recovery , 16 . DBP-Dedicated Beat Pump) 17 . Infiltration practice : 1 , 2 or 3 17 . 2 18 .BVAC Credits (CF-Ceiling Fan , CV-Cross vent , 18 . BF-Whole house fan , RB-Attic radiant barrier, MZ-Multizone) 19 . EPI (must not exceed 100 points) 19 . 96 . 88 a. Total As-Built points 19a. 23147 . 33 b. Total Base points 19b. 23891 . 91 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Bereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy C de . Code . Before construction is completed r t his building will be inspected for PREPARED BY- compliance in accordance with Section DATE: 553 . 908 F. S . wo I hereby certify that this building is in compliance with the Florida Energy Code. OWNERIAGENT: In.va BUILDING OFFICIAL: DATE:-- DATE: - 31 PERT I f DESCnIPTIDH CITY OF IlZr(aa Fead. Lot 8GO SEMINOI.F.ROAI) -4----Block 0- -------- ATLANTIC BF-kCll.FLORIDA 32233-5444 TELEPHONE(904)247-5800 ion: 'DECEIVED FAX(904)247-5805 5ubdivis Street flame 101PTIOR OF WORK or Address: t------- City ", 1`1. If in a FLOOD HAZARD of Atlantic Beach Flood Zone:--- "x1l Building and Zoning - ---------area complete page 3. Brief Single Family Dwelling Description:........................ Claus of Work: (New/Remodel/Addition)-- New ZONING INFORMATION Type of Construction: :Zoning Proposed District: PUD --Use s iLqai e F a m i i d e n c e Estimated Vailue F,xceptione or ne #: Variances Granted: --------- _.Z:L --------------------- Solid or --------------—-------------------------- Filled Grounds­F12jed......Root:_ajjjUgjQa__ OWNER INFORMATION Method of Heut1ng:--E1P-QLriQ-------- 733-7300 Property Owners_Pulte Home Lo-r.FRLS�Liq�� Mailing Address Jacksonville, Fl. 32256 ------------------- Zip;-------------- CONTRACTOR INFORMATION Contractoor3-biWL. Phone-._ 733-7300 MaIlLng ------------- Addrepus__jq0Sj AsjX_q-qjiyi Lie 11 _j_F1.. ...... ------——----- Zlp:_32256 License Number I_QG-005 789 1. Expiratio"13-31-9. ----------—---------------- Dates UrRivey ccRTxrY THAT 2 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO DC TRUE Alto CGR*L=. ALL PROVISIONS OF THE LAWS AND ORDINA14CES GOVERNING THIS.TYPC OF WORK WILL CC COMPLItP WITH, WHETHER SPECIFIED MCREZM Oft NOT. THE GRANTING OF A PERMIT Does NOT FAESVnr TO GXVt AUTHORITY TO VZOLATZ OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RUL&S. *EGULATIOHS� ORDINANCES, OR LAWS III ANY HAMNER, INCLUDING Tile GOVERNING OF CONSTRUCTIOW 0.1 Tl1V PERFORMANCE Of CONSTRUCTION.Or Tile PROJECT. I UNDERSTAND THAT THE ISSUAMCC Of THIS PLltftlT tS courzmacai Upon rMC A&MC ZMPORMATIOM SCIM0 TRUE AMID CORRECT AND THAT Tile PLANS AND SUPPORTSMG DATA HAVC.110EN OR SHALL pe PRO DED AS REQUIRED. e ---Date---------- -- Owner Signature Contractor Signature- k-A A CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE -SINK TRAP STAND WATER CLOSET, LAVATORY 4 BATH (8) TUB OR SHOWER STALL (6) / '.2- WATER CLOSET WATER CLOSET. TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 --POT, SCULLERY SINK (4) -DISHWASHER (2) WASH SINK EACH SET OF KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) KITCM SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET- URINAL STALL, WASHOUT (4) I FLUSHING RIM SINK (a) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) T I LAVATORY, BARBER/BEAuTy ICE MAKER (1/2) SHOP (2) i SURGEONS SINK (3) LAVATORY, SURGEONS (2) - JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH $ 0 JOB INFORMATION C� (.0 r-O co LO 0 d) at 0 u 0 0, 0) co tz. 01; -c-A A�& 0- cr) 0) 43) oo 11 ro 3- LO 00 cr) C,4 zs- Or co CD C)6- �Cclrl) CIA , 160 -C-0 so to \0 % NJ (P CA lo- )5 A- 160 ............... MRR 4 ' 97 12: 27 FROM HOLMES LUMBER TRUSS - TO SHFR/SONS PAGE . 002 rZr-T-2&C-(Por,) xvi 6619-2,61 looal w4ow 30VIIHS1 NY300 0Z/GT M3 SNOS 9 W3JJvws w3mo.Lsno 9610EILO 'Jg' 4EGa- I-Bar yggNp 7 -SffN Qa 'gar ITO Ei numi 30 va Lo Lo Lo C%j N IA 1 11 1 1 1 1 r7E-1 I pi ntmi si nuHi to 30 V12 30 1?2 . 2E . 99 ouluoZ pue 2ulpline 140eas ollueliv io 4110 L661 C I 8VW G3Al3D3d !111 F:III E A=tkL 120 Is ;p zi Azhl.lcl -A No -0 hd 'LL.,-4� JoL :Apo. jr! 3b: t6-2917.) LOT tg-2n i riG tl'g" OTC GABLE NJ MAO' IP991 SScI PROVIDE AR lop CHORD 2x 4 SP 02 " T"11 Mf"NECTO?N NUE 30T OWRO 2x4 SP 12 N UPLtfTC JL81: 120 PLF CD WEBS 2x4 SP 43 DRG.L0 F11: OVER CONTINUOUS SWPOAT TRUSS DESIGNED FOR 100 14PH MIND 15.00 FT MEAN HEIGHT WIIH DE LOAD OF 5.00 PSf (TOPI AND 6.00 PGF (BOVTO;4 . LUA RIZID CEILIPS OR CONTINKIDUS LATERAL RUCING AT 24' O.C. ENCLO9ErOR_FiJLLV_OPEN.BUILDING-------------------------------- 3 mUst BE PROPERLY ATTACHED TO THE BOTTOM CHDRO. TYPICAL SIMPSON OR EQUAL, UPLIFTIHANGER AEGUIMMENTS C1 7H IS GABLE END WILL SUPPORT UP TO I-0- OVERHANG ALOIS THE top W-Gravity H-Uplift CL CHM. WE% TO DRAWING GE-001, BE-002. on 676,719 FOR SVuO ---------------- ------------- VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN M 6NED TO ON* UPLIFT xxx NUN HANGER NOW IRANSKA At L, HDRIMTAL VIND LOADS INTO THE ROOF AND PEILNG -455t(jacko OnIV) AUS26 - Mif -112 ""0'- 1 1 01APAUGMS. OONNECTION AND DESIGN Of- THWFESE SYSIEWS, ARE THE 141612 -toast 44US26 - 33150 - a I t6d tPly RESPONSIBILITV OF THE 13UTLOING OESIGNFA. THIS TRUSS WILL ALSO HIS 12 -200811? K NHUS48 - 4mf -1610116d My SUPPORT 2'0' TOP/JW110N SPLIT ROOF LOAD ON ONE SIDE. NTY280 37060 2 1=41 1100)1 HHUS49 - 51001 -2200 1 16d 201V NIT288 :44511, 2 h Each 4 161011 HGUS49 - 66401 -219 1 10d 201V Lf) 1 01 11 BUILDING DESIGNER IS RESPONSIBLE FOR THE CABLE $HEAR WALL MSTED -4688 PC V) HGUS48 - 110001 -25501 ifid 201V Z THE I I I 0 DESIGN, CEIJINI; A14D ROOF SHEATHING DIAPHRAGM CONNEMONS, AND cStbO - 65G: Md HGI.155.5- +113350 -39451 $6d co ALL TRUSS TO WALL CONNECTION. -- -------- ---------- EAENCE HDLMES LUMBER DETAIL SHEET FOR UPLIFTMAJIGEA DETAILS FOR GABLE STUD VEATICALS, UNLESS OTHERWISE NOTED: X FOR VERITCALS LESS THAN 4'0*: J.513 ALPINE. 13 WOODLOC. ALL PLATES ARE I.5X3 EXDEPT AS NOTED. LL FOR vEnItCALS GREATER THAN #'0': ZX4 ALPINE. 23 WOODLOC. r 0 A- 6 5'3*9 3V 10 —2-1-6 2'1'6 0'10 —5'3"9 A 1 . . I ___. 3X4 co Lf) 12 Ljj 6 rQ 3K5 X5 cn rl u u Li ue u 0 r 7 0 1-4- J'4 x R-111 Olt W-11'8* LL m cli cli TA� SE2 8440S J,-ALPINE (D PL T1 0 DESIGN CRIT-TPI OTY I TOTAL I AEV� 17.3U6 SCAL -0,541 - ALPINE INGINEEme PPONCTI, 34C TRJBBE KOUIAE EKWEWE CAPE 07/30/96 IT(: LL 30.0 PSF REF *mIMPORTANT**sm"NOT 9E hrsPM41KE FOA AIN' WARNING lit KAZNG, COEC710 AND 11114 ,, — KfIXTEM FACN!1"IS OESIGN OR THESE SPECIrTEATIONS, 04 ANY SPACING, SEE"11-21 91 7PI.SEE TNIS DESIGN 0 T C Ot 7.0 PSF DATE 07/30/96 FAALLFE 10 9^0 1616 tnj$S IN COWDONANCE WITH 05168 GV TPI. fOR A00111046t SPECIAL PEFINASENT GRACING,RIE ALPINE DOWNICTORS VAE NNW Of 2OrA GALV. STEEL HEMMS ASIR QUIREW.41B. IPOLEFA Dlt*a&)U MICAIEM 10, SC OL 10.0 PSF ORWG A4.166 VR 0 fKCIPI At NQI(G. APPLY CONNECIONS 10 COAM fACE OF CHOND SNAK SE LATEARLLV GAACED WITH PF0" N"0 VNLLSS GTHERNME k0:00 Oq INIS OESION. POSITION LW ATTACHED PLY*XQ 11"E41AIND. Bellew C"041 . 5N6 cl BC LL 0 .0 PSF JBE IlaCD%WCTWS PER MAXIMS Q0. 10&14ex-f.DESIGN ITANDJAX VITA PPDKFLV ATISCOEM RIGID CEKINT--SEE Air ENGENEE"*S L -1 STATE OF 47 .0 PSF O/A LEN. CONFIRM Vlrppft ICAILE Pammoks or Nos c ypi. AIPIKE TECHNICAL MATE M JMI FO:1 PROPER -TOT LO, SEAL ON 1-11%DAXNIW,APPLIES 70 THE GONPOREST DEPUIED WERE DRVPALL APPLICAT140k. FLIN96H A DDPV OF TKEt LOR% I DUR.FAC. 1 .33 L IN OPNr�V. A143SIMt W *I KLgEe UPIA th 461 0061k WAV. DIE616M 10 IK TF445 ERSCIPOR CONTMACTDR. "I M- . - !t I I 1;P A r I Nr, ?d n- P A At 2"!_11-11%�.. A -il'-- ..I wimmm nrRtf, 16-29371 LOT 19-20 Tf 11'8* COMN 1141% US. PREPAIVED FROM MMPUTFA INPUT Mahmi"L21 SUBMIT110 BY TwSs wit Top C+4w 2:4 SP :2 N PADVtOE UPLIFT COMMECTIONS AT BEARINGS OLS 30 CHORD 2 4 SP 2 N UPLIFT ILB : ?00 270 WEBS 2viA SP 03 BFIG.LOC IFTI: 0.00 ji.37 TRUSS.OESIDNED FOR 100 MPH WIND, 15.00.Ft MEAN HEIGHT WITH EAD LOAD OF 5.00 POF (TOP AND 5 00 Sir (BOTTU Uj)EFLEC T ION CRI TERI A IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLV OPEN BUILDING. 0 --------------------------------------------------------------- c[A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANKR REQUIREMENTS 0_44UST BE 'PROPERLY ATTAC)" 10 TOE BOtVOM CHORD. (-Jwup)tft --- ------ --- PADVIDE K"Eft AT LEFT END OF TAWS FOR 637.78 L95. MR UPLIFT Ism k%M HANNA I11K* H5 -4558(J:zks Only) I HUS26 27611 -18668 JiOd totyl Mrs 1OoDf I HU926 33150 - Ifid I a E � Ingot Iod tp" MT 1 -200 WHUSAQ - + 4299* -J MT12 0 -3785: 2 IE: IOdj HMUS48 - + 51DOP -20000 16d 20 1 V KrIBBB -4465# facCtl 116d.1 HOW40 0 + 6641 :2190# 10d Zo I V z UST60 -4689# or 2ply) 0XIS40 - 1. 130000 265001160 2arp�31 yV CS150 -1650#Isch) tWUS5.5- 1,113350 -39461 166 1 V F --;� ------------- cn fl-i'iWTCE S LUMBER DETAK SHEET FOR UPLIFTMANGER DETAILS LL -r Ln 0 4x m LLJ CQ X4( X4(M) co a. LLJ IM3 0 r 37 1-4" 0 F a R-5380 U-200# Av-6560 U-2700 W-3*8 LL m c\j TAJ. T SE 4UJ 0.5 Cr) PL TYIP-ALPINE OESIGN CRIT-TPI OTY 2 TOTAL 2 REV. 17.3tj6 SCAL9 ALPINE ILDIKIRE. PRODUCTS. I.. TALISIEI AEOUIAI EKTREVE CAM 07/30/96 TC LL 30 .0 PSF REF I HP OR T AN T m K WALL NOT BE RESPONSIBLE Fag AM NARNING 141 WANDLIML ERECTION AM t DEVAISOM"04 1"95 DESIOU 04 IMESE 6PECIFICANICAU. 09 ANY BRAC3012.SEE ItTO-91 Wr IPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 07/30196 r&SLU41 11D&.1JLO 1-11 16NM IN 006FOPPINCE NIIH 0519B BY TPI. F04 kDOITIOWAL.SPECIAL PERMANENT SWIM R1 ALPI-d CONVECID4S ARE N&SE OF 2894 91).V.24CEL NEETIMS NSTAI SWIRENUTS. LINLESS GIME4101SE ENDICAIIAL 10 ac DL 10 .0 PSF DAWG A44b OR&E%CEP1 65 ACTED-- kFPLV CONNECIORS 10 EACH FAIX Or CAORD IKkLL BE LAICAikLV MCED M1141"PPEA cl - . sws 1XuSS MOD W&ESS WKFAASE ISCATIO 04 TMIS RESIGN, POSIT1409 LY ATTAD*D PLINW3 SUEA7HIW 291100 cm" 8C LL 0.0 PSF JBE CONNECCOM PER CA"ING05 10. IN 9 ISSA-F. DESIGN SIA1134406 XI?K A.V AlIfithEO REBID DIKING-- SEE COW" PXOVMVG OF NOR 9 TPI. AN EAGINEER'S ALPINE K0,40CAL UPDATE L711/911 FOR PROPER STATE OF KTOT.1-0, 47,0 psf 70/A LEN. SIAL OV I.,#I 0:1441mg &P@,XS 14 1K COMPOWNI CKPICTED IVRE PKICATION. FU;Nl$H A COPY 13F ]HIS 0 FIIQ IDUR.FAC. 1 .33 wA hOT BE nrLIEb%PO4 IN AM 01-ILS N" K T4 THE Ift"[Afjtl]CW CONIRACIO4. IN 04,V. &AD S =LL A T�jp�IJW"t rm im ...... ISPArTNA 74 lTvr%r FnMN 3b: ffi-2937� LOT.19-20 T2G 24' 13TC GABLE REP ALPINE JOB nQ1 Lk T In TOP "AD 2x4 SP 12 u 12 W SP Dense: PROW iftf+CONNECTIONS AT SEARINGS AS INDMICRTUFMIMPO say cHoRD eits SP 02 N 92 2jL4 SP :21 ot UPLIFT ILB)1 040 830 CD WEBS 214 SP 03 8AS.LOC FYI: 0.06 23.71 TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HE IGHT WITH OEAO LOAD OF 5.00 PSF (TOPI AN6 5.00 P5f (BOTTON1 . ujOEFLECTION CRITERIA 15 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED_OR_FULLV OPEN BUILDING (D -------------------------------- a:CANNOT F IND NDTf 999M IN Notlig-T 11t TVPICAL SIMPSON OR EGUAL UPLIFTINANDER REQUIREMENTS (L (0-Growity H-Uplift A AISID-CEELLNG OR CONTINUOUS LATERAL WACING At 24' 0.C. --------------------------------------------------------------- MUST OF--PFIOPERLV AT TACHEO TO THE BOTTOM CHORD. N** UPLIFT 11914 1 *1111 HAVIDER *** "I -45S#(Jecto Only) HU926 - 0 2750 -tamp 100 10i NtS12 -tOOQj HUS26 - 4 3315f -11"of i6d jP Mt&12 E as # AR090.-16608 lad 201 I T E , 1001 i#41HHUUSG4,49 - * SIDOO -20008 16d 2pI y 280 :3736 :Clhj I I 0 14 50 -18600 c HGUS5.5- +M351 -3D45#11511 3P 1 Lo MIT280 -44r 2 Esc ISO MUM + 664DA -2 T190 I lad 201Y z milffio eflPor 2010 HOUSAG + 00008 -26500 11610 21)1 CS ch) I vy U) REFERENM HOLMES LUINBER DETAIL SHEET FOR UPLI.FT/MANCEA DETAILS U- 0 P 2'1'6 -9,10"so ti 7 516(R) cn 1.50 .5x3 (f) I BXA33 IM3 3X6 10)(10 12 LLJ 6 t.5X3 4XIII 19 m 1.5X3 5X3 oxio 10 ZD 3X4 _j cn 3X3 5X3 3X8 SX3 -5x3 X7 1.50 X3 0 fx 0 24' LL 24' -6'4' -1 tile" 40if c\j AV-2230# U-940# W-3*8 Rio-1644f U-8300 W-3'6 r, TA T 4§1 m PL�. TYK-ALPINE DESIGN CFkIT-TPI OTY -- I TOTAL I REV. 17.3u6 SCA :0829 9 [#IN IoM FEREO PROOLCIS, INC. TOUSIES REGUIRE IfTSERE CARIE 07/30/96 TC LL 30 .0 PSF REF *KIMPORTANT**:V14461NOT IIEK CESPOWSLE FOR NY WARNING i- KvoLimx CaECTION AM I DEVIATtOw FROM INIS CISM OR Tt*SE SPECIFICATIONS OR kvV CRACIIIC. SEE JE11-61 by IPI.2ft THER.DEGION TC DL 7 .0 PSF DA TE 07/ 'E P LR As 1916 SAILL44 10 VJXO IME IAUWS IN COAFORIMANCE NLIH CSIGN 41V TP1. FOR AMIII04AL SPEUML KAUREW BRACINN RE ALPINE COW-ECIDAIS ARE MADE Of?ODA GALV. SlEft WITING AITH IWIREMENIT. WILE"DTAEaRIBE 111DECKIM IOP BC CIL 10 .0 PSF 13AWG &446 OR a UNCEPT AS ACTED. WAV CON14EC50% It chm.rAcE OF C100 S44U BE LAIMLtV BRACED VIIN PPOPLA, 104JES 440 W4 ESS OKILAVISE WARED ON INIS OUSIGH. pwjl)DN LY A11060*0 PLVIIOW INEATKEW. POISON CM101111 v BC LL 0-() PSF JBE �E 'A c ", I �E: 11COWA TOM Pt W-S 0, IA C 1"A-F.DESIGN STANDARDS 'Alled PROPERLY ATTACNED MICRO C"LING--SEE - ST-AYE OF 'TOT.LD. 47.0 PSF 01A LEN. J:CNFQAM IVIX32AARVI PaRilr1istowu or 1,06&IPI. AN ENGINECA'l *LPIAE TE044JCkL UPUSE U11/411 FOR NOCA 1. - SEAL ON 1-11%ORAM I kc APPLIES fa I IlE COWDWMF ICIE41 UWE DRYNALL APN J CAT WN. Fta-4324 A COPY Or 4HIT _, 0 0 9 QUR.FAC. i .33 .de�. _ I,vd par $Et 'a IN ANY CZ:n 3" . Crojr, I IN 04;V, LAD, of N 0 THE TAWS fQfCIIQM fChTRACIOR- ISPACTNn seP AhrivP1,, rnMN 15-2�41l :LQY 16 T-1 24' Common OREEPARED FAM4 1:041UTER jwmT IL mp"11014sl saml TIED BY Imss WA LD CHORD 2x4 SP 62 N, Pp.",*�bFT CONNECI LONS AT HEARINGS AS WhAT"CO. 099 1 BBC) T C14DFID 2NA SP 92 N LJPLIF T ILD T1. 470 470 CD WEBS 2x4 SP 03 BR&,LOC F : 0.00 23.71 TRUSS DESIGNED FOR 100 MPH WIND 115.00 FT MEAN HEIGHT WITH DEAD LOAD DF 5.00 PSF ITOM AND 5.00 PSF (BOTTR U'PLECTION CRITERIA IS L/360 Lrvr: AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OM BUILDING. (3 --------------------------------------------------------------- CIRIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" D.C. IYPIC& SIWSON OR"EQUAL UPLIFIMANGER AEOUIPENEIMIS 0-ST 13E PF40PERLY ATTACHED TO THE 1301 TOM CHORD W-srsvltv H'UpIlft i1mm UPLIFI X** I *N* HANSER *14m Hs -AS5#(Jiktka Only) HUS26 - * 27510 : 2861 Od I v RIM HUS26 - * 33151 IWO Ifid IPIV NIS12 :28#0 '*Each MM49 so 4 4M# -166011 iOd 2111V U) witeaf) -3786# Each (sod) UMS40 - + StGOO, -200DO 46d*Rply z NfT29B -44550 fe"ch fiad) "GUS49 a 4 66400 -2t 911 lod 2PIV 0 MSFGO :4699# '1., 2010 Ifaus4a - 4 BW -26100 ISO 2ply L0 C6150 1650:0118th) "GUS5.5- 4113 0 -DR4540 16d 3ply REFERENCE HOLMES LUMBER DEIAIL SHEET FOR UPLIfYMANGER DETAILS LL -r LO 0 cr) U) 1.5X3 5X3 6 LO 3X4(At) X4 (A tY Lu a. =4 3X7 3 TX14 24' 0 a 24' LL R=i227* W-3"0 R-1227* W-3`8 cQ r- T7 TYP.-ALPINE DESIGN CAIT-tP] OTY 6 TOTAL 6 AEV. 17.3s R'LE90-001500 ML0316 Ehfilrd(FID PAt"IS. IK IFIXIE6 NEQJIAL EJITAENE CARE 09/07/95 TC LL 30 .0 PsF- PIEF I KPO R T ANT WILL IOT IK NEVOM&I FOR"I WARNING is, i,mxm mviam AND %III, 019VIATiok r"bas coEsuok ON,imsc sKaoicatisits. on Ahv OFMC3311). BEE HIG-11i IV IPI. BEE THIS OfS96N TC OL 7 .0 PSf DATE 09/07/95 FAR10111 to WI'Q IIIE IN"IN CONFORNMICC 1111.1 06181 9V TPI. Fail LORTLONIk SPECEAL F-EAMkb&Nf IIIIIACIPW4.WE I AUME CO"ClIORS&I& NIAN OF Wk CALV. SIM KEETING ASIN WISEMEN96.UNLESS 01THEANIVE LNUICATE131 TOP Z BC OIL 10.0 PSF DAWG a: A444.rA ILICCOT AS NO 60.APftV WMECTORS TO EACH FACE OF WOO Shftl-IIE LATEROW BPACED Ul TK PROPER a 71141 AN.UKE"111169011.11SI.LOCAI"ON THIS K11614 POSItIO-4 tv A1140el)PLVN=SAEATHENS. ODTTON CW0119 EIC LL 0 .0 PSF BEG CCW*CTM Klk DRAWN=tin. Mill I M4-f.OESEON 611000118 WITIC PQD;kEMLV A91JOHN 111610 eclums--SEE TOT.LD. 47.0 PSFIC/A LEM. 24-0-0 CC%FDM N,,PA1*LICA1oj.POTIVIS[ONS OF NIX 4 lot. in fmoloNEEII'l AL.PINE TCCmP4CJoL UPOAFE (IfIfftl FOR FMOER 9EkL ON loin GRAIIIIA APPILKS,16 lot 00*1`419,11 O(PICIDEP MINE Wswu kPPL9CAIJ9N. Fw"j"A Cwv OF Toolls DUA.FAC. 1 .33 jk PLV, AAM SILALL hCof GO FlEt.110 UAOV IN ANV OTHER NAV. OESHON 10 11HE ISVIS EF1ECIIfN CONCAMCION. lv F.0 ,I STATE or ,1)1 16 m29311 'LOT 19-20 T4626- DTC GABLE THIS ONG, PREPAV a 4 sm M I t FlEa K.L%§L= 70P CHORO 294 SIR 02 m PROVIDE UPLIFT COWEPTfINS AN OEM INNUICAMTED a f�IDT CHORD 29 p 02 IN UPLIFT Pl: t28 PLF Q wEBS 2A: SIP 03 BRG.LOC T -. OVER CDNTINIJOLIS SUPPORT CD TRUSS DESIGNED FOR 100 MPH NINO 15.00.Ft MEAN HEIGHT VITH DEAD OAO OF 5.00 PSF ITOPI AM 5 00 PSif (BOTRA. LL13EFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED ON FULLY OPEN BUILDING. THIS TRUSS KAY NOT BE LOWED WITHIN A a.50' END ZONE FROM EDGE OF THE ROOF (5 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. --------------------------------------------:----------------- CE 4UST BE PROPERLY A7TACHEO TO THE 80trOM CHORD. TYPICAL SIMPSON OR rEGUAL UPLIFT HANbER PlEGUIRENENTS (L (0-0ravity i-)-W(Ift %LL PLATES ARE 1.5X3 EXCEPT AS NOTED. -------------- , ------------------ 1*111 UpLif MINX A*N HAIAM *W Hs 4550LOCks Onlyl HUS26 - # 27511 -12MO06:1 J116M 01 So 0 !0 NTSt2 - -2000 Ea:h do - + 4292# - mriese - -3785f Ed 100) 2000*t'116"d 22pl - + 51800 -1 U) MY7286 - -445SO Eaclhil 11541 4 . + 56400 -pigs& tod 2pI z NST60 : :46PRE r 291VI HMS46 - + 00001 126 160 20 0 CS 1510 165%1 t yl NTSIZ - -1000 Weissm 33t - I y V V v -- - ------------- h) HOMM5.6- 6.413350 -39 HGO 3pIV- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/"ANGER DETAILS LL 23'10'10 0 12*8'1 12'9'7 4X4 co cn 12 b L.�- Ld m La X3 LO LLJ 3 73— r 0 w Av 12150 U-510f W-3"8 R-205 Of W-5, LL TA� T7 SEQ - 8441 PL TYP.-ALPINE DESIGN CAIT-TPI QTY I TOTAL REV, 17.3u6 SCALE -0,2701 ALKI&twathamu PROD.CTS. 1w.i TARISES I4EQjIQE EXTRIEVE WE 07/30/96 �TC LL 30.0 PSF REF I MPO R T AN T DULL NOT&E FIESP&AI&C fOR XW :4ARNING IN H00.1641. ERECTION M3 DEVI&T[ON FPS"THIS OESWm OR IHEV.SPfCIF ICAI 1046. OR ANV 691JCING-W At]11-01 9T TO]- SEE THIS DESION 17 TC DL 7 .0 PSF DATE 07/30/96 F D [FLLLLM 10 DUK0 THE 1095S 114 QOWCftUW0f W31H SIT116 SY'lPl. FOR AWI I IONAL SPECIAL PfDRANEN1 SRACIall ME J6LPIla CO�MCIORS M ROSE Or 2SOR GALV. RTM 41TIM AS161 INJIMENIOTS. tP&ESS OTMERNESE INDICAT(Q. TOP BC OL 10.0 PSF DRWG 4446 Glq 0 EMXVI AS NOTED. APPLY CON4ECTORA TO EACH FAC)f Of 04DRO DUALS. BE LAWMAL0 ORACEQ 011*1 PROPER m - OC LL 0 .0 PSF JBE TIHISS A*11 WRESS 11THEMISE LOCATED ON THIS KS(r^ POSITION LY ATTA040 PLWWOb INWHIM SOTTINI clam COW.CTORS PER ORWINGS KIM,. 156&1506-F. OESEW StANDARDS NITN PROKf&V AITACRED AIOIC 0EXlhQ-"-SEI STATE 0 ITOT.L0. 47 .0 FSF CIA LEN. COWORN%tAPft9CA&LW PAWSS104 OF NOR I TPl- AN(WINEER'S. ALPIK TECMICrIL UPDJLTE WIALI FOR SEAL OM HIS 04011"11 AVN fS 10 UE COMPONIEF11 GEPICTED HERE OMMPLL APIkICATIOW.FURA"ll"A COW OF Wif 0 me 1 .33 IN Oki V. AV S4W.� WDI IIENE.31A WON IN ANT OINEA NAY- QESIr%d 10 THE TPL453 EAUCTI ON CONIMAke 0 IDUA,FAC. ISPACING 24.0" COMIN .......... ITYF3,F M0003 Mal 13M3 8509L )WL 01 :.113 1040 kw ki Amm inr�jir 14 LCM "Lvm$00 IVO P41 b I tWX 10 AdRD I NSIAMI rpJAV2i Nwv " .a.' Q,:131,03a LU3140d*43 141 Ot SII'PddN SMII%Vkn IlM MQ IT31 I 1 F 0 Hln�ct jivadn "31MM311 3WIdW S-03HIONI R1 941 A SOK 10 SWSSIACW FWn1UnfA WCA00 ErE 4 W-ftew Vol 0-0-.g? -N31 JSd 0-I 1p A 31VIS M--9411M 040til 0131-OVIRT A?d3cQtW HIM WU%V4Vil 901#30 '-f-04411 I=1 'Ki 'MINI 31d SUGAXR%W Ad 0*0 -r) 3e N Z 0604 1001161t INIKLYJWS GWAA-W 4FINSVIP At OB11110d 'NUR30 6901 PC 0131V30 161NOX412 993V4n W*WWI 930 NUCINd Witil 0317M 10-MUN1 30 IMA WOR3 JQ 23VJ Mh3l 41 A1,00 031N IV LOWS 0 W9"IV 3) m 9KHO -4Sd 0-01 10 w At '01111300141 911MIMIC 3131NA'31H3,13WIna WAY ONLI33H MIS 'Awg IBM W 30VW re ftollp*42 3"U'll q 31t 0KMQ W3"U 1#133d4'VINDIL300V 116J WJ As 40111D KIIA 3NVft1*Jkd0 III w"I " GIRAG 03 A01TV -10 01 sn Wme$IMFL 1.32 I'di #19 ifi-etm M afl;l;� AM 190 V031131JI134S 3S31-1 M3 FOISIG 111mg NWJ FQJLVIAIG 10/60 31v01,-4Sd 0- t it AkV%01 311194W33%'IN JR1-45d 0- OE: Ti oil d/ o 0mv h"'kaft" lot SNIN tm "pw**1NVLtdDdWI If 3W3 31430LAD 3NIPWA 93"M '341 Vir4Obd 03038KW3 INIdW 0 ortz*0- al irt AAJ V- UL01 I AIT Idl-IND N91S30 3NIOV-'eAl.'�-kc -,j .92 e.,0.E 0 kE,g + :1 TL Vx I W1 GXV 0 SEE r- 7- -F m rj-,�*c 9)p LO 7 C: m GX IFXE AeJ 9 Lo ICXG'T cn t (ki) F KtF XT E1 0 n ;u SIM30 VaDN"Litidn voi A3314S TIVA30 1636mnt MWK M1031MIM U) - ------------------------------------------- --------- A 30 0 1 0 dc 091 fivic- 12a I -G,SSMOR 091 fOQcf- :0009 DOWN (Alda"if Nut: 0.91s" z Pel #0 1- 0IF99 4 CWH R911 L4313 IP - WWI I st HS F, 21, psi 9113- 40919 f 0 4243 1 WIIV- await" At Poo of 1- fteat 4 go- 321 Mae— - 119111 A t r da, ags I 4SICS I vanm 00001- - MIR 1A101 00 f i of 4110-4 mm Min*X*Wl f6so- - im 2AN9N3U]nOgb M30WWI-41 n 1"03r do WOUNIS 'IV*IdAt crd" Walloo 341 at O3H3v.LLY A1UGdDbV 30 LSI ---------------------- ----------- 3,0 co,pa Iv amlovW Wttqjv1 WMMIkRM NO 9NIII30 01319 'Joaki 3ft 10 3903 HQUI 3NOX ON3 00-9 V NIRLIN G) 8 U3010, A11h; NO OWO-M3 "OT01 1VAOi GVZ/'l ORV 3A11 CW/1 31 VIMIW WO1133U.m 031*301 39 LON AVW SSM 131MI '9NIGIM tKO110411 JSd OO'G 0041 jdO14 JSd QO'9 A OVOI OV30 HIM INS13H 14M IJ 00'91 C ON] WN 001 WO;i Maim ann to dS WKZ 9934 (S) 9 SZ Woo 301-suo too cow 00;0 10 01 Jjj-7dn al dS 001 OWMID WS) a ly SMD1133NN03 111 n 301ACUd 14 cis gima-fol 00 VR "Dw 'DAO 61144 um WWI As Odf#t IMOng Me"PM VIM 1 000 Wo IG20 11VIH-up A (5-2 4 41) LOT 16 T5 2L CNN-ABC alli.0 t"EPACT FROM COMNYEA IF�l I COW CT))p = 2%4 sp 3 umse vp 2pl*V 02 W: DNS AT 69ANINO AS CS))1 2."1 SP N UPL I LW.' 430 440 2 CD WEBS 2x4 OP 03:W5 2xd SP 92 It I F 1 '0.00 99.15 ?a-?, TRUSS OESIONEO FOR iOD 14Pn WIND 15.00 Fl MEAN HETOKT WIT44 OPAD I-CAD OF ILOD PSF IfiR AND 5.00 PSF (BOTT64 ilJ rVUECY[ON CRI WAIA IS L/240 LIVE AND L/tBlD TOTAL LOM. ENCL OR FULLY OKA BUILOING. THIS TRUSS WAY NOT 89 LeCATIE0 (D A ITW?Aq 9.60' EM TONE FROM EDGE OF YK AQlOF I CE AIGIO CEXINQ OR CONTINUOUS LATERAL OWING AT 24.00* D.C. ----- ------ ------------------ CL ST BE PROPERLV ATTA04ED TO M BOTTUM CHORD. rYPICAL SIMPSM OR 9OLIAL UPLIPT ANGER REOUIPERENTS 114-Gravity H-OPPIlt. glow UF MAN Ifm HAWSE41 vilm If I "S 51 W*Ckt On IV] MUSM 17SIN -12B691100 to mysta -1000# "L51 III 33L : _050: Ifid I 4 1 -1. Do & at of -25mll 0 I'll 111,12,101, 31.10111"I'll E1,14 w 00 Go 219 Ln , uodi I I a '7 M 2 Ach fsd HOU64 1,66400 -201toul 1 100 -plyl rp FDIYI HBU048 ke"00 -20501 1 64 201 0 C wt NW65 a- 0-1 L330# -39450160 30 IV co --------- -- WiiiENCE HDLMEs LUN-A-Eft OETAIL SHEET FOA UPLIFt/,4kNGEA OEYAILS LL 0 0 13' cn CO 0 1 5X3 LLJ 5 CQ T2 5 co uj 3X5(A 0 1'2'1 3X4(AS) z _L M 3 1 _j 0 5x6 r 20 911 CD + 3-0-6 + LL 8'3"6 26, 7 co R-10630 W-3*8 A-1358# W-3" Aw220# W-3`6 A TO; J�Q- E94 48 y DESIGN C cn)L T -ALPINE AIT-TPI OTY I TOTAL I REV_17,3s AL -nsoo PAtm P"kCT& INC r"us neavisE EILIFFAE COE 0 9/F /95 TC LL 30,0 PSF REF *11IMPORTANTitil S'"L4'P6'T"'E Ofspow[BLE FOR ANV NARNING LN wxDLi4s. Emma h4p DEVEATION fFON INIS TIESION 04 49SE SPECEFICATtOW OR AQV SRKCTRO SEE hit-M 00 101. SEE THIS IIESIVN TC DL 7 0 PSF DATE 09/01/95 1 FA9LUl* 14)SvkQ THE 7nUSS Lk COWOR41WE Vtrh(*t&l fV t4ftl Folk A: ITLWAL WK14%.RRMAMEN4 ankrift HE- V. BEG JEO 26_E 0 el Vn-,---- I �-. - ALPINI 0ONNECItAS ARE MADE OF MI OMW E .I*tll"S 41TM MUI of:kT6. ULiVI 0141EAVESE INDICATED. TOP Etc OL 10 .0 PSF DRWG CE A494 64 1 ENCEPT A&hWt*. APP4LV COMOCIOza 10 EACH FAU OF CHUND SML BE LAlCNJ-LLV 8PACE0 WITH PfQKR ssoe WIAl A40 UNLESS VINEFIVIM IQCAIL4 ON THIS OLS44M FORITION LV LITACtIEG PLVNDOb SHEA)HPA BOTTOM CHQFW SC LL 0.0 PSF BEG CONNUTOlki KR GRANINn 110. IS$6-1 r DESIGN ITAkDAM WITH PFlQWlAV AtTACKO tbG f APSID 0EILING-- sm STAff OF o. 47 .0 PSF O/A LEN, 26—o—O cowwm wimewticat mvivisms v was t rpi kk EmetwEws ALP$* 1CCHNICk UPDAlf 1711111) FOR"Oprel TOT.L l(AL ON lw3S""ll "PLIES A Cam"tT DEPICTED offt DA%VVL hPAL[CATION OUPKIW A Coew or Tmis a F4 q LCUR.F AC. 1 . 33 &A t .0 Pu�. NOT Mr.AE,;'0.lU00M 3m AM ORKA &V Qf%3D%'it let fFWW 6AECTIO1.CONSPACTOR. I: 15�2440 LOT A Tro 26' VLT PREPAM 1FFIQ� IN%ILOADS j al"N ONS) SLO-HItTE0 Ely Trass WA, ,JHIS . IMPUTER a JjOjJ SOC CD IN CHOFE R94 SP 01 N PROVIDE At CONNELTIM AT WARINW1 ICATEO. —'T Diam 2X4 sp 02 W (s) WrEas 2XI sp 113 L02-IFIC IFLI 00 .116 fwss OESIL F0o!R"1OQnk1P1OHO%INO JIB 00 FT MEA"HEIGW WITH 0EAD LOA0 OF 3.00 PBF �ITOP) AN6 5.00 PSF taffr,04. UJ ENCTED HORIZONTAL MOVE6*111 18 0.24' OLIE TO LIVE LOA0 ENDLOWO OR FYLLV-OPEN BLOStellf. THIG 1RUIS MAY NOT BE LOCATEO F M (3 D 0.13- CLIE TO OEAO LOAD At OW SUPPOR7. WITHIN A 0.50 EXD AM F it BE OF THE OOF. cl ---------------- 0L FLECTLON CRITERIA tS L/ZO LIVE AW L/190 TOTAL LOAD, TWICAL SIMPSON EDUAL UPLtFrA"QEA REQUIREMEWS Rtrslo CEILINrk an CONTINW LATrAL MKIN11 AT 24.00' C.C. Gravul i-poplut —------—---- ST aE-PROMLY ATTA04EO WrTME OTTOM CNO110. wLtiry 0111111 *111k HINGER "N. o Iftif -1208 PON : -_14110505#0(J&Ck&only) I, SU56 -115500 11604 cr) formal : :1 rest I Hc 110di 4=0 GO: -200 : 1060 14TINS- -44558 ED IN HOU819 66401 -2t9Qf 100 2p z 14ST60 -46601 V, Hm" 80000 -26501 Soso -16501 Hmm.s. 01133,31 -3"60 lol 0 c Ivylly, U) AEFEMCE m"Er, Lumem oETAK ri;iii-Voik UPLtf'T/t+ANr.EFI oErAtLs LL 0 13' j3' 6X4 1.5K3 5X3 0 LLJ 6 P7 CQ Z: la 5X7 cn cu ui 3 5X7 r 26, 0 3"(1 26, A-1321# W-311 R-Mlf WNW3'8 r-A T (n R. TYR.-ALPINE DESIGN CRIT-TPI OTY 10 TOTAL 10 REV, 17.3a It REWIFE 1XIMENI.CARE I M P 0 P1 T A N T 14*'w'Q'LL ho'T'OE E'n RE"w"d.I'mu.IN 1A i',v' 01ARNING 0431 /95 TC. LL 30.0 PsF REF 01VIA410 101011 MIS DESIGN On 91fSE SPECIr[CAjtofL go ANY SRACIW. Kf Ip_gj gy fpj.SEE T0IS DESIGN D 1.BUILD tK omm om cowaroutocc wom covas ev rpi VON AWITIGNhL SPECIAL PEF144404Y 6046CIIS MWE SAICUnt 4 TC OL 7 .0 P&F DATE 09/01/95 AA.P11K CON"C10411 AM kID[47 Mgt COLN 91EEI.NE'(TIND ASTI, qvIKLemtS.%IMLESS 0jHEN,,j11E 141DICAY1% ICNP BC DL 10 .0 PSF Dqjq(; 44 "09111 oftT Co"NEC10% 10 MIN FACE Or CHIDING S-W-h if LKTEPALA.V 411h=NITH PROPM cl T INS LE ftaal P"% 0 T-WA W4 NCR SODS 8C LL 0-0 PSF BEG % LOCAKS 0%MIS DE114K P061710M If AIIJA>iEd PtVb=90E&Tmoo, SOTY I t III- M I LODA-f Of 11 ON SIANDUCI WIN"PMDPZRLV ANIACAEO RIDID CULIM -, ON it COWOU WAPS"CASLE POINISIONS Or AIDE 9 FP3 AN ENSINHA'S 0.01*1 fEC0#1CCA1. OPPATE WWI) FOR PNOPLA. BTAT( OF TOT.LD, 47 .0 PSF O/A LEN. 26-0-0 MAL 04 T:31 MUW90S a LES is twE CSNPOht1A KPICI(o HrIK OoyaktL bPPLIC%41*N $~IN 4 C Ir Pot WT OF TmI& 0 Eqff!j IN to, -0 MOLL NO 10 INELPED 61POK Lb AUV 0tKR MAY. 011109 VG I�E 1AUSS FINEUION COPORACTON. 9 rA.FAC. 1 .33 r Irr, I W1. 4411 LOT 16 T7 26' KIP VLT VSB TH"G. PWPAAED FROM 0014PUTEA IN lani MANITM-GY-IRM NFAI P CHORD 2 4 SIN 62 N 2 Complete Trusses Required I "I SP 92 N:82 2XII.SP It It WE 1114 SP 03 w ILING SWOULE: 10.9110.0-B.P.&SIS1 PROVIDE Uft TFT CON14ECTIONS Al BEARINGS AS IMICAYEO. 41991 VIC) 0 P 01M :11 AD 0 1166 UPILIFT an 905 11 a _ ::C: BAGA.Oc 0.00 25.7t I CHOM Ralf c cl as : I AGO 0 4* TAUS5 DESIG fOR 100 MPH %4 0.00 FT NEAN HEWT [L 1E EQUAL SPACING QETWEEND-�mb Amu ST4GMA.NAN.9 WITH DEAD 0 OF &a PSF 83TIr AM 5.00 PSF 16OtT04. I EACH A(M.T0 AVOID SPLITTNG. ENCLOSED 0 Lv DU EL -------------- --------------- IUDI WED HORIZONTAL 1NOVEMENI IS 0.37* DUE TO LIVE LOAD TYP11CAL SINPSON OR EOWL UPLIFTIHAMA REQUIFEWENTS- 10 0.14' DUE TO DEAD LOAD AV ONE SUPPORT. 1-1-vollit --- ----— --- YLECTION.01171011A IS L/300 LIVE AND L/Z4O TOTAL LOAD. am UPLIFT 11111114 amp mum *a* LO H5 -455IIA"s Oniv) M526 9 : : a 0 - -00-00 LWKS WITH NO AIDS. VS10 26 3300 -059811,80 2ieD yy Zi HIP DESIGNED TO SUPPORT OF -'Cog 166ON DO P T, 0 NIS -14060 0 ," 1 1,1 yj ataic cuumi OR MNrINLpx LATERAL OWING AT 24.00* D.C. NT 6 NK1S4S tw: -2000 ad XT W �44515##Eez-.I. 'pa M"U'S40 Damp -4toof 100 201 Ty AT BE PA0PERLV ATTACHED TO THE GOTM CHOAD. QUO v MIT60 -ABU# r v 1"49 - v x CSIBO-. 71000---Ch HOM B. 1 M31: -0405: It 11 My LL REFERENCE ItOLNES LUNBEA OETAK SHEET FOR UPLIFT/HANGER DETAILS co co 71 12, 7# 1�y_ i- I- I t 5X6 6 w T fn 1.5X3 1.5X3 !6 Li C- 5X 12 cn fn 3X6(At) 14 X6(A I) w 3 5X 12 26, 0 0� - I I - U- 7'3" 7'3" 26' c\j cr) �j i- -7- 12' 7 R-25620 W-3"8 -2290 A-2562# W-308 r, Ag 40 cn L TY .-ALPTNE DESIGN CRIT-TPI QTY- I LIESN, 2 TQ-TAL- a REV. 17.3g ALE9-3%!1�00 ALPINE fW56NIEF90 PAWJCM, 11 111.11AE EXTREPE CAM OR/ I It N I MP OR T AN T*K.vmL wo So;AEvcawf Fes, 00ARNING IN WANDLIA0. fracriad A040 /95 TC LL 30.0 PSF REF DFVL&ttO%fRow 1xis CESIGm QA ImEg- V-1c3tickligNS, va A" wW.Imp sEr kgg-VI 9V IfT SEE IMES OnION TC OL 7.0 PSF DATE 09/01/95 11 ItUrIf 10 SLIJ 19 1.9 1406f IN VE4FEJ4kK" NJ Tis j9T4Ij Vy I I,L r0a A0Pj TI WAJ VCC3,Lj PEFINAKNI OUCIIII ME ALPINE C11 Lume ol 4&Df III ?&c&9&I.v. sycEt xEctIxv hStp, QUIRFJWEkT$. LKEW 4INFILKSE IFMICA118. TOP I . - BC CL 10.0 PSF QRWG cl A654 GR a ERcEpr A4"one APPLY COWEcTuRs ra EACH FACE OF "40 WALL bi LATINALIV WACE0 0131-1 PRIPER Z' I O"c K LK 56" W." AND Lft"61 awt ATED 84 INES IIMSK PMIICN I Y AITACIC0 IN,1INNIS SHEA11,41ak UTIOM C"104111 N, BC LL 0.0 PSF BEG L AI I h PfWfgt It Al TACNIEQ A8616 QE3Y,TN9 A9F t411WEN"L KfAw%�JCAILC MOVICAN;or"n A. 101 AN tPabutt.41,11 ALPtI* %C-NICA& UPINLIC 0^111LI FOIL PAWEA STATE or TOT.LO. 47.0 PSF O/A LEN. 26-0-0 am Wd 1-111 cqANI*APWA.Mrs 10 1-9 w"Po"E"i CIEPICIVIL 11EAF DNVKALv &Akfc&y rem FUNI131" A to" W IhIS ORTO IDUR.FAC. .33 AM t-,At% RIJI Of OW.1.140 W9k III A*1 01NLA NAV. I OE64GN 10 WE I"S§RLCFJOL C0WF1w%CWA. w v 15j4j1) LOT 16 T13 26' HIP VLT WSR COMPUTER TTED By TRUSS WN M '"'Wbv" M BEAR111135 'IS' SIM", CM 1p CCHMW ZZXX4 OF :2 1 comNec TNAI 'Affilm it,11111 Will .T 4 sp 2 4 540 ME85 2m4 SEA 3 UsPAIGNpatc, eso. .7t TAUSS DESIGNED FOR too MPH MEAN HEIGHT MITH OEAQ LOAD OF 5.00 IPSF 1111% 1,26,8100 PW (eavTowl LL1 IMICTIED HORIEWAL MOVEMENT 13 0.25' OW 10 LIVE LOAD ENOLOSEO OR V OMBFUMILOT&THER IRUSS WAV NOT BE ILOCAWD cD 10 0,13' DUE TO DEAD LOAD AT ONE. SUPPORT. VITHIM A eta W OF THEROOF. ...... CE:FLEC'TIDN CRITERIA 19 L/30 LIVE AND Lf241 TOTAL LOAD. TO ICAV SIMPSr CL I%rEM" V .0WREMENTS ,_�!FfMW EA RE RIGIG CEIL&O OR CONTINUDIA LATERAL ING.AT 24.00' D.C. evitv Uplift ------------ ppop L BOTTor" Ego HOGER Ego W BE V ATTACHED To ne CMDRO PL#fT 11" H5 .4100wea's emy) 21 to -,owl too t *m1a -t000f *.133`150 1 2s: t5a 110 V NTS12 HH1064 01 42996 -'IS too ap V U Ile 00 ft MIT Ass Brilh, Jodi HHL153 1100 :210 so 0 tw b Ln "Till 2 c BE 1160 MOUS40 16.600 21 0 100 b z NOT Per fo v) HOL1540 80000 -2650: ist; CRiSO E&O NGM-5- #1-12351 -3945 ifif 0 v co AEFIERENCE HOLMES LUMBER WAIL SHEET FOR VPLIFT/HANKR DEVAILS LL _r cn 0 Ln 9' 00 i 7 5X7 7 47 3X7 6 6X4 Ln 3X6(All X6(A 1) 6 0 6X4 r 37 26, 11.1 0 915, 8'3"8 - 26' CT) co ALN Q21 4 W-3 9 R-1321# W-3"O 94 A?..-TYTAI—ALPINE DESIGN CRIT-TPI It QTY I TOTAL AA I REV. 17.3s MALE oVS500 IE EMINKRE11, P11=43. INC 161,16SES REWIRE eVIRIENIE.Chili TC LL 30.0 PSF REF I M PC R7 AN T W"upL'L Pal BE RESP"emu ep hmv' 4ARNING I-, makoum maiam Aa 09 9,.1/95 DEVIATION FROAA T119%KEBGW OR INEM SPECIFteaj#04L Go ANY fRkCj%EC. SkE AlIEE-It gV TP1 ME THIS OE*1DW TC OL 7.0 PSF DATE 09/01/95 `431.41% TO 111 LD INE 111111.15116 IN CONFORPANCI VEIN 9SIDEB BY TPt FOA ADDITIONAIL.SPECIAL PERIWEN9 66103*10 RE I I - "0 1 K cawf= AM "Aft OF 4%"&SILLY. 511AL MECIIIII)ASTIA Vlkf.89 DINERMINIE MIUKO. TOP BC OL 10.0 PSF ORW6 A446 GO 6 tU*Pl At NOTIE4 4AftW 00ARIECIOM IG BACK FACE OF CHORD 904A SE LATEPAI.1 41RADIS VEIN PROPER FAIL"ANO WWAIIII(1141,41101161 LOCAIVII 04 INIS OE1116k. POSItION LY ATIADOED PLVVQ0O 6MIATNIsm BOT'lillk CHOW BC LL 0 .0 FESF BEG CIPPIEC161111 PER 114ANING11 END. 150 9 161OA-4. OLBION STA04114116 W110 PNOPERLV ILTIAORM 6131134)GElukla - MAE MW N10 111APPLIC6111.1.MWn:04 OF -41 t IPI All ENSINIMS A19THE TECNNIC&011414 17"Isil FOR STATE OF TOT LO 47.0 PSF O/A LEN. 26-0-0 '6 plava V'i MAL 00. rmts WAKE%& APPLI: to ANE to" DEOWNIC NEW VIA WALL JUAPPI.IcklIGN F*Nwtr4 A COM OF T.1311 9 1 .33 16 -CLION CONTRACION. r i., IN DKI. APO S-OLL 042%StRit NO IWA Lk ANY 01HER dAT Ks At IHE INVEST HE d.r ;,Is b: 15;;AA411 LOT 16 T9 26' HIP VLT i VSR NPfi,"A U%JONSI SUBMIT Dw B`D-11-� —ft 9 ED. 3P CHORD Ind SP 62 0 THIIS ONG. PRIPANDINPAISC-911TA AL C9 PROVIDE UPLIFT CONNEC I so 3T C"m 2*4 sp :2 0 UPLIFT 501 '300 211,11. SRG.LOC JLYJ d a 2 Q WESS op 3 F 'D 5.7) TRUSS DESIGNED FOR 100 kPH MIND It'00 FT MEAN HEIGHT WITH DEAD LOAD OF 6.00 PSF IVOPI AND 5.00 PW IBOITCH LLJ:NEDICTEV NORIIDNIAL NOWENERY IS 0.24* DUE f0 LIVE LOAD ENCLOSED 1) THIS TRUSS NAY NOT A LOCATED OUE TO DEAD LOAD AT OW SLPMAT. OR F (D V 0.13 WITHIN A 8.004FILLENVO01POEVAL0014INE OF THE fw cl ----------------%---- ---------- IFLIECTWN CRITERIA 15 L/360 LIVE AND L/240 TOTAL LOAD. TYPICAL 9IMPSOM SOYAL UPLIFf(NANGtR REQUIPkXENTS RIGID-CEILING M CONTINUOUS LATERAL ZRACING AT 24.00* O.C. ................ Graw ty I-Y-up III JST BE PROPERILIf ATTAIIHEO TO tME BOTTOM CHORD. � ORA Upur 04 .0.11 1 1 H5 -456# PC:A. wyl MS26 .16,01, 0 11111 6 v a ,p I 4 site# Jra ?P'I'l yyy I eal Im'N"Us".181 6d . NIT211 (74565SO 1W HOUS40 - 1 66400 f z Go# 106 W60 : 90000 -2651110 Ific b) 0 CS 1 0 a MGM $113 f -394501' M19119 : :10001 MUS26 A, 33160 - 141111 1 'ro NTT, ea 21 L0 ------- 0 160 301 REIFEWfM HOLMES LUNDEA WAIL SHEET FOR UPLIFTAIIANDER OETAIL9 a I LL cn 0 F- 4- 5-x 7 7 Lo J.5X3 t.5X3 CQ 6 P- I In 3X4 5XI5 m LIJ 5XIS 26' 0 L.L 8'3"B 9k5" 8'3*8 26' co R-13210 W-3'0 R-1321# W-3"S m,Aq,m T 2 945Rr- I TYA.-ALPrNE DESIGN CRIT-TPI 0yy - i TOTAL - I REV. 17.3s REOLE -M500 043411EKe IAJKfS AEOWIFIE EKTfIE1%CAM *IMPORT ANT�Lm 3'P4'1hLL'h0T K. E,P..p",ALw,,'1t,,A]%NtV' RARNING 161 41ANDLIPA. ]DROTION TC LL 30 .0 PSF RUF AND DEVIAFIG FMW THIIS DESIGN 04 Tilm BpEcirtcoroNS, ON M4V SPACING SEE HIO-St OV TPE SEE T�16 DESIGN TC OL 7.0 PSF DATE 09/01/95 1, 4 r()F FAIIIAJWX TO$PIL11?VIE 16A."IN COWWOME IFITK GS190 IV TPI fOR M411040A.SPECIAL PFIV44HENT BRALCIING III BC OL 10.0 PSF ORK ALPINE COMECTON IN WiME OF 250A VALV SIEEL NE(flog ASTO DIPIREPIN146.UNLE66 11WMISE 11401CATto, too cl A406 a EIMPI AS MGM. AMY COMEC10141 40 L400 FACE or CHM SOMA At LATEPLAIAT 611"El NITK PRopim ee 11 . We IT logolt:.UNLIE"01MIFfMISE Locarto on THIS alsou. PQ1ETtGN L1 MIA0011&S.VWQW SWAIM)"10. BOTTOM 0"040 aC LL 0.0 PSF BEG ComdECT104 PER OA06MINGS M. SO A MAI OES301t ITANDAR�S 1011-V'MOPFJkV ATIACHED 43610 CEILING -SEE 0 0/ cow VfAPf--Ic4vL( PROVISIONS OF NX L TPI AN IEWEVOEMS PAP341F f(M&ICAL LP"Tf 17fl,1911 Fcp PXDPER STATE OF -TOI .LC. 47.0 PSF O/A LEN. 26-0-0 Be ow S At ON Img GRANIM APftLF.9 10 W b9dPoNfAl KPICIED K* GAV1041 A"itiOlU4 6UM41M.A COPV 01 Tol "I ANG S�A�L A eo "9 -04 WILY. MICA m r1t IF1.1as t-fr.Tjnw CCWAA.��TGA gj.EL 00,41. MIM AS PAL HO W9% 19 hV STK r.Cl 1: (5-244 1) LOT 15 T10_4' MgNO GIRDER THIS INPUT ILQAOS 6 DIMENSIONS1 SUBMITTED BY TRUBS NFR, PROVIDE "NA -p CHORD 2JF4 sp 02 " i�-i R.. TROINS"A"REARINGS AS INDICATED. 1199t SBC) --T CHORD 2x16 SP 02 N UPLIFT ILB): 210 2aO WEBS 2x4 SP 13 BRG.LOC FT): 0.00 3.75 TRUSS DESIGNED FOR tGO MPH MIND 5.00 FT ME1%N HELGHT Lu WITH DEA0 LOM OF 5.00 PSF 11OPI AND 5.00 PSF (BOTRA (D FLECTION CRITERIA 15 L/360 LIVE ANO L/240 TOTAL4LOAD. ENCLOSED OR FULLY OPEN BUILDING. CE ------------ -------- ------------—------------- IL A S 6 IRWA IDESIGNED TO CARRY 02-00-00 FRAMING TC/OC SPL IT TYPICAL SIMMIN OR fQ1UAL UPLInINANGER REOVIAENEWTS' ON ONE 5109 AM 11-09-00 TRUSSES FRAMING 10 BOTTOM CHORD (0-arevitv H-wilft 09 07HER:91DE. --------- --------------- ---------------------- 11*11 HANGER 09% RIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24.00* D.C. +15 -455f liacks Onlyl HIAN a + 27510 -128 d I IST BE PP40PERLV ATTACHEQ TO THE BOTTOM CHORD. J41512 - :10004 1 HUS26 * 0 3315# -t55O: 11,d cn WIS12 - 2000 fac a - # 42920 -i stio Od 20ply" z MIT28B - -37661 1E c"11 10411 MHH"U9,448 - + 51900 -2000# Ift po IV 0 TT98D - -44551 Each 160 1 PWS48 a * SFAO# -21990 106 1 Lr) mmST 0 - -4668: er v I tMS49 - # 600bi -26500 16t, 2,p 1 yy CSISO - -1650 Eachp HOUSS,5- fti33S# -39451 Ific iW5ENCE HOLMES LU1MBM DETAIL SNEIET FOR UPLIFTMANGEA OETAILS LL _r PROVIDE HANGfA At RIGHT END OF TRUSS FOR S79,18 LOS. cr) co co 2X2 CQ T 6 p- 2X? d6 cr) Lij 3X4(A 4-1 CD r 4' R-678# W-3'8 R-5790 W-3" cr) cli A� TgO ED,. 90 1 L TY .-ALPINE DESIGN CRIT-.TPI OTY - I TOTAL-- I REV. 17.3s 9CALE - 5000 --- RMrs REQUiFf LKIREVE CJM TC LL 30.0 PsF AEF d NECTION AN) **IMPORTANTK*$*ALL NOf 01 'Ab'iv' WARNING .1 A1oL[K 09/07/95 INOEVIALTMN Frm TW:S GE1141%OR tHESE SKCICICATTO& ON A11V MUNI. SEE KOO-It IV Tpe. SEE Tial OEM" '01 TC DL 7 .0 PSF DATE 09/g_7/95 FALL6416 10 WILD PC TIL49 IN CONFOADUAIX NITK @01141 BY TPI. FDA ADDIT10MAL SPECIAL PEAPdANIAIT OPLAC017 At ALPINE C0QW4CTQ%AAE N&DE OF brA STEEL WEXING ASTU OUIRIMENTS.LHASS OTHERftf 1801fiLTEG, TOP OC DL 10 .0 PSF f)RW(; cl A446 GR 4 EXCEOPI 61 OWED. OKI C9,6NEICTON IND EACM FACE OF 0049$PALL N LATEWLV gAhtE&NETH ARMA z �7_ ee TPLSS AMD WMESS OT494WtU LDZ%TtO 04 MIS DEGIWL PON11CH %V ATTACKED P�VVOGD WT304 CUM BC LL 0.0 PSF THB Cow"'fams PE .,=.04:111" 'I*- Ib-I 180A-F.MS36M ITAWARDS 114]Tm PNKALV ATTAJ>110 RICID CEELIND--XEE L STATE OF 'TOT.LO. 47.0 PSF A LEN. 4-0-0 CA LE PaUVISIOW OF AM 4,ON. AK EV41NICR*I AlPlbf IECKNICAL UViTE 1711J911 FOR PO1oPcR I L 0/ DEAL Ok INIS GRANIA,Apnirs To 4f COW10"Ejoy DEPCCIEC HERE ORTWALL AAPLJCAtlQ4. fuum A mpi 4r rHis *RID !DUR,FA 1 .33 Ik OKI. AW3 SHALL NOT K INELIE0 UPON IA LXV OTHER MAI, KSIGN 10 THE 1AJSZ r@FC?90N COqIMACTOR iasQ b: (5-244 il LOT A J 7'VL7 EJ TIVU Fr a A SURNIT BY MIU11 j1p IEID A Q OP CHM 2:: SP 02 N PMOVI gel NS 41%OA% 0 1 AS ICA too OT CHM 2 SP #2 UPLIFT 11.81. 220 200 WEBS 2z 4 SIP 02 N ORD.LOC IFTI: 0.00 7.00 1.00 ,RUSS DESIGNEP FOR 100 14PH 0 Moo -FT KAN HEIGM MIT"DEAD LOAD OF S.DO PSF ITM AND 5.00 PW (BOTtOid. Lu EFLECTION CRI TERI A IS Lf36Q LIvE AM L/240 TOTAL LOAD. ENCLOSED CAFULLVOPENSUILDING 0 - _ _ :------------------------------- CE RISID CEILING OR CONTEWMA LATERAL ARCM AT 24.00' D.C. Tvplc#,L 51ws1m OR EOUAL IFTA"OM RMIAEMEENTS CL UST K PROPEALIF ATTACHIE0 10.THE BOVIO*04ORD. 4.1-orkvity n(- -wift 1111 ..IV MANGER I-It -4550 w 27510 -128 lad 3d1V MTSQ -10001 W _1551: 16d Iply 109 : +4 6 p too 2plv :3230005: K:Ij. I I LIS48 - 51900 -20 5 i , J� 10 USM , Doi I d ROW MT E HD 96400 _211:11 lad 201Y Lf) ms :r 2p IV) HSLIS48 - 8OQDF -26 1 Ma 1101v z cu I ch) HMIS5.5- *LI3350 -394501180 301vi 0 ---------------- 0 AiFERENCE WLAES CURBER DETAIL S-HE-E-T FDA UPLIFTMANDER DETAILS PROVIDE 4 3 1 160 TOE-NAIL6 AT TOP CHORD, PROVIDE 1 2 1 16d TOE-NAILS AT BOTTOM CHORD. RGx223W—`hft'&1"0 cn 0 T�11.6-4 co cn cy- 1 6 p- -8-2 ;D 2X4(At) 3 co LLJ 1 '4' 7- R-456# W-3'8 LL Ln u)�A wt113 Me L�. YP.—ALP DESIGN CA1T-TP1 __ OTY - 7 T07AL m 7 REV. 17.3s A -D.1000 ALPINE 04WERED PSIMCIL INC At NINE CAN 08/21/95 TC ILL 30 .0 PSF REF I WORT ANT X*smu wat BE oe~iw PON omv' W ARN I N G :m'H16.1F1oLK1wb 60"Ec'flom " �%tkjlvll DEVIANION T TILLI Kilo"OR T-CK SKCIPIWI&AL 04 A'dy BRACING. SEE 1138-91 Of TPI.ON Tot$ Kilo" TC OL 7 .0 psF DA tE 08/21/95 fAILL0111 14) BUILD fit TINA& IN COWORMANCIE Wi IN or"By TV). FOR AD01110,14L w%cI&L PERMANENT alucim At ALPINE COMECIDAS ARE OWE OF 20"MXV MM AUTIND AtIm 4ulgemEMIS.Vw-C21 QTKEnvir- j4picALTEak too BIC DL 10 .0 PSF OAWG cl A&-&C a E110EP9 as mile oftv cawactoms to tait FACE as c4ow smaLL at%.AvtmLx 9qAaQ InTm PA" BC LL 0.0 PSF BEG AN.UNLIFA DINE1111111 LOCATED ON WIS OEVIGN. POSITtOk Ly ALTIA04M ftVWDoD 11"THINS. IGNION COORD iwm I . X: co"trw, *-vwm,.Gs I'D. IDS A ISDA-f DESIGN 61ANOXAM WN X12KALY ATTACICO MIGIA CEILING -- SEE ; tow 141APP.]CM4 PARVIII04 Or N01 9 FWf M E%&tWEI&'S ALPIMI TEtWICALL LVDA11 WV011 FOR PROPE TATE OF TOT.L0. 47.0 PSF O/A LEN, 7-0-0 SIAL OM 1.11 ORANIMI IMPLIES to TNE..I.11M. ...A. A.,ICAJI. F.B.I..Co.,or rmt, UR.FAC. 1 .33 '.OW V. A. kOI HE RE,IED LOON IN XNC QINEA VA. oism to it( Im"(forci m M""Clem. I __1 b: 15-2441) LUT A" J 5'VLT Ci tHIS QWG. PREPARE SOMITTED BY TRUSS WA. W CHORD 2xd SP #2 N PROVIDE UPL(Ff COMMEMMMORISIS ARS F61-CMATf jival s9c) OT CHORD 2X4 SP 1,2 N UPLIFT ILO): 200 209 200 WEDS W SP 02 W BAG-LOC IFTI: 0.00 6.00 5.00 tRuss DESIGNED FOR 108 NPH ifIND. L5,100 F1 WAN WIGHT WITH GEAG LOAD Of 5.0 PSIF tIOP11 AND 6.00 PSF tOBVION1. LU EFLECTION CRITERIA 15 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. 0 ------------ ------------------- C URIDED CEILING OR CONTIMJM LATEfUL SAACINS 41 24.04' D.C. TYIPIC& BIYAPM:OPI FnUkl UPLIFIA EA ANUIFIENENTS 1 11 13E PROPEMW AVIACKO 10 T+E BOTTOM CHORD, IL -------------- ----------­ KIER UPLIFT 111114 RON Ku#m *no H5 —4550ijacks Wo musma: 278t M 109 101V N1 -10 p 4,1550: fag Isiv mv 1 -20001 2 El fAHU849 - 4 42994 i5so 104 IV Is 1.� 2 E'CNI J., p N71 -3706 ES.. MM049 --*51800, 8000f Jad 20 NT it E -445111 Eva t5d MMME49 a 0.66 go TOO 20 Ly 7 MSTfD :45W: or 14MR49 - *bill m 01 t6d b y t CS150- 1650 schtply) I NBU55.0-*113350 3945 100 (n CE HOL14ES LUWER DETAIL SHEET ia"�K_1F"T_/HhN_GE_Q O_E_T_AtLS PADY90E 1 2 1 tfid TOE-NAILS AT TOP WORD. PAQVIDE 12 1 IN TOE-NAILS AV BOVION CHORD. LL LO 0 A-150*5"*0 18 cr) 0'6'4 LO It ui 797 Ln I 2X4 4(A1) L'2'2 uj 0 + 5' 0 Q� R-368# W-3"O Ln m Al T44 0: M3 93687 L TV .-ALPINE OESIGN CAIT-TPI OTY 4 TOTAL 4 REV. 17.3s KALE 0.5000 MOINE crVIFfma PROCwls. 1pf^. IAJSSES 4EQUIVE E37FIElf CARE k x I NP0 R T ANT N WARNING ERECIICN 08/,?" TC LL 30.0 PSF REF AMD KVIATIOR f"Mit GM]VN 04 TICK 5ft,C]F I CAI IOW. CA AMT ORWIND 6EE H16-21 OV T-PI AEL THIS MM FAILURE TO NU:LO 1%TRUSS Itr COWWW#xa ill?"Css"Wi Tel Fan ASOCIMN&L NvICIAl pERKAKE),T ORILCIer RE TC OL 7.0 PSF DATE OB/21/95 hL,w'Qpm,C we A N' J4kK OF POGA 4411. STEEL PIEE1141C ASTH OJISENEVIS UILE11 07IC-MEM tNE)ICilte, TOP DC DL 10 .0 PSF DAWG cl A446 GA A VOPI AS INITER WKY CONNECTORS 10(W FACE OF 04PO%KILL BE tAIERALLV GRAUG,MAIN I-WER 9 w&M it 1011"LWAIM*11 TKIS C95194, POSITIOlf LV ATTACKO PLYWOOD W&PHIM 801TON CHOPS $am -. Bc LL 0 .0 PSF BEG IF COM&C'10"PM OMAN=IM. IN 9 LUA-11 OLS161f 3TAJIVARM NTYN PAWbIkY ATTACKO RIGID 0EIL1*0-- GEt CONFOIN tog Int R STATE OF ITOT.LID. 47.0 PSF 016"LICAILE PROVISION Of 46 a TPI Ab,balkIER's ALLP114 If-c"WiCAL U-CLalls 17flifil LEN. 5-0-0 . K py or 0 :WE WANVE APPLIES TO fff CBMADRENT QEPICIIQ�Qpj MWALk &"LjCLTIQ,, fUN411M A Ct III OIILV 90LL 1*1 RE XELjEQ L00%161 1 .33 hkV SIr*A MO. DESION 10 ThE IAUK WCII4!_C1DI!!QACTOm m JOUP1.FAC, Aw 'V413VNIM02 PIOWAO NOW 3 t 01 haisla 'AWA W3110 AM no 450%11MU 30 wi 11"m 04V 'AIR*Nil EE- simi if AdO3 7 M~j MOILV21�:V 1WRAW 10311 0340WO IP434003 1"I si S31vdv-JRIAVW 111i*a 'an IOU vum maj lwtm Jown Watm-mt vil'ov JI.MVIIHM3 W Idl I INN A 440191JOW MIN.IJURIJ11 MN,*W 0-0-E -N3-1 V/0 Ad 0-It? OT LO 31VAIXI 334--ONIM30 01SOU 430VAIV A*JW3cCW MAIN GOVICkVit MOIS30 4-1094 S M VC1 SOMIXTHO w"96013100M 939 zisd 0.0 11 36 MM2 1101100 'VNIHtMO 4DOMAId MM4Tt1Y Al HOWSW N21%30 SIMI 40 4311=1 Mxu3k4k@ 2937M O"v 64mg 3) 2099 11301M WHN WOM 1kTM1V-1 It "NS WJM3 00 Md WJW3 01 IML33W=AVW MAIN%V L*30XI 1 us 911-v '00 SMUO Ad 0-01 -10 3 '030320MI Atildmi.0 Isrha OINNNTAQ IfIsIf switIN 13312 A)IO,vaU:0 wa SRI! 100000MM j"14'" W 04131tio twwmad 1"Dids'Wh*111mv gel Eft Am 1091st WIN 334INHOMOO No gvmi 3HI QW06 ft 3�nvvi C66/2/90 31yu zisd O-Z -10 MaMo URI In W1 Aa 46-61K I A"V t* 124010310YUS"I WO WASIG limi Raw hallifIA]a OW N011330 19411CM HI iq�I A11V vol I-ml~3u 31 1& 1 NV ieOd H I If p :13b Jsd 0' OE . -M D1 96/11� go 7JV3 31131tIN3 P411307i 135SP.WL U-JOW 630341913 Mdlf OOOG 31"Ji "E"11 'A3U -1viol 9--71T=di-iltdO NOISM 3NIdiv- LD 9?A1. ilvj M CL) 9) 71 0 F :1 E m Ln EJ A— F (IV)IPXZ (I IV)PX12 e:j 9 m P1.9,6 cn W 0 CO -n "01109 IV SIM 14,:301 091 301AWd dol IV sl 30L 091 1 2 1 301AGIld CO SICV140 039014httldn ti(B 17*6 IIV130 1:136KM S3WW 3M3b1.M 0 ------------------!--------------------------------------------- tdc P911ispet- vgctlt+.-s,GsnqH (We F 991- - OGIS3 tq ogiloom- noos t - mrsm 'A d 08890- - 0913N U) A ift gel issla- 110 # - goorm "1 096110- - MIN 09 099 00cez- 00 is 0, - Grow - 601 :9049- - 41IN fda Vol 80991- 1662P grow acm- MAN A t di - 89FtC SRSM 00001- 1 69 411 ps Mill tdl 00110982 - *flu[ R3914 IAIWO sip aw- 1,14 ONVH 111F A11W INN T .4#1 '"a MUAOG -311A 01 030MAIV 4100(18d 38 1 1) i_Vno3 w mvwmilj w4idAi Sri sikiwatf[AM 109AW1171 .4 '3'0 .00'erl IV IM13M 1VMAV1 SrMM111403 W MI-030 0191#3 ri) ------------- m -ONTOING NUO A11W UO 03SO-043 1VIOL OV2/1 ONV 3AII OSEI-T St VIU313107 NOW31-330 IMOAA061 AW QW9 ORV Idol[ Ad 00-9 A QVOI OW30 HIIN 1145134 NV3W IJ 00'21 UNTS MOO 001 t10J 034016M 3001 0 Galt Go*t 00,0 A 30111"d N ZO dS tPI S93" Goa ON 00a I "n N 10 cis O'k? 109 -j UA SM 123WW LAI 1dft 30 ON N zo We id0l r3 OAA u i Sit Aul (Irre:-.61 AM ujit MMI AN 0311[MGM 10MM1113111 wvuip ifidul U3111dKOU HOW 04HYd.1 I -SKO SIMI Job., (6-2p37) LOT 19-2Q J 7'VLT 14J T"ll QwGi MED impul. 116 IMENS F 0" L TOP 01GRa 2*4 SP OR Of PROVIDE UPLIFffiffilff AT 13EARINGS AS AMICA D� 1199t Sao M SOT 01M 2x4 SP 82 N UPLIFT ILBI: M 210 302 WEBS 2X4 SP #3 BRO.LOC FTI: 0.00 9.90 9.00 2.90 CD TRUSS DESIGNEO FOR 100 MPH WINO 15.00 Ff MEAN HEIGHT WITH OtEA0 LOAD OF 5.00 PSF (TOR AM 5..0 POF (IBOTTOi4 . DEFLECTION CATTEA[A IS L/350 LIVE AND LJ240 TOTAL LOAD. ENCLOSED OR FULLY OPEN 8UILOING. LLj - - -------------------------------------------------- THIS HIPJAM 15 DESIGNED TO SUPPORT A CORNER SET WITH 07-00-OD TYPICAL. SIMP$OM.QR EQUAL UPLIFTMAMSER-REGUIRIEWNT4 Cl SETBACA.: COWA ADIS HAVE IND"ElBS., -W-Griviltv- 1-)�uplift IL ---------- 1 a 0 00 79 Tw -1 ------;____65-------------- A lRtGIO CEILING OR CONTINUOUS LATERAL SAKING AT 24' D.C. ,IN UPL IFT mg* Hut2a . Ilm MANISFA INNO MUST BE PPAMLY ATTACHED to THE SOITOW CHDRO. ma -455#JiBeks On I�j 2751 -iaae 00 to v MY I? -to Of I IQS26 - 33158 -15500 too iply MI I? - 0 0 2 E:Chl I HHU540 - 4229 _-I1660, too 201v MT 2m - g12 E alga-z000: t6d 2PLY my an -44 568 c 118:31111 =Be- 66400 -2199 Led aply :4 a 12 Ea hl Lr) MS 1 8 iftr 2 HM49 90001 -2M# i6d 201V plyt z cSi50 1 0 0 Muill HGUIS5,5- *119351 -39451 LBO 3pty 0 cf) REFERENCE HOLMES LUMBER DEVAIL SHEET FOR UPLIFTMANGER DETAILS PROVIDE-1 3 1 Ifid TOE-RAILS AV TOP CHORD. w I LL PROVIDE 1 3 1 16d IOIE-NAILS AT BOTTOM CWRD. LO Av-2890 U-30900HAILE0 Rv-463# U-2100NAILED 0 1'6*il F co Cu cr_ m 12 i.5X4 F_ 4.24 9-0'2 uj rri 4X4 I cu ;D 2X4(Al) cn .1 -r. w -"=2.Q Z —i 0 Z 13 0 Av-35,20 U-2600 W-4'15 LL C\i TAJ Y JE 844 PL _TViV—ALPINE DESIGN CAIT-TPI OTY 2 TOTAL 2 REV. 17,3v6 S _L? :0.511 KID BUSSE[REGUIRE MINX CAM 07/30/96 C LL 30.0 PSF AEF N IMPORTANT**GHALL'*fDT I"'I'D P"mxm WARN ING I MKING, EIREC1110" AND, 11 C C T C] [TC DEVIA310M INDIA THIS DESIGN CID THESE $:ECjRF6[PC0Al4l0l9ftLI F0044 AA4411 DRAGING. SEE bl]Bl-tgk BY TPI. SEE THIS DESLON TC OL 7 .0 PSF QATE 07/30/96 S �KE FAXL"K TO OUILM TIC rMUSS IN C:WVhw4K[NEW QSF96 BY TPI. FOR ADDITION11f.SPECIAL PEAKANFNI ORAMICS BE ALPINE C*4%rCTD"ARE*ACE OF 2 64 CA0. ITEEL WET ING ASYN OJIMENE1,Tt-UWfIll OTKRbrl&E ENDICATED. TOP c OL 10.0 PSF D%qwg A46G 04 6(KDEFn AS OWES APPLY 00%RECT011 TO EACH FAM OF "RI ONALL SE LATERALLY NUICEO WIW PROPER . cl fftal A"%ftESS ITIfftISE LINCATER ON TKTI DESECK POS11101,11 LV ATYACWO PLTwm MAINIENG. DOINN CHM LL 0.0 PSF JBE a IF- c*w&clolif PEA onAbiwA FIG.. ist,t iswr. Darm tomeApus NIT"PMKMLV AllAVUED 1111911)CEILIA12 SEE eAl. TOT.Lo. 47.0 PSF O/A LEN. 69006 IF XOS I TP1_ AN ING91WER'S ALPIAE TEtM3C#&UPGATE 1713till) F0 t _­_� MWORN NIAPPLICAUL PAWt STATE OF THI is I I WITNALL Oft IC034". R pq a A10 SIAL 04 12 DRA INS Oft ES 10 lit CUNPOWN1 KPICOED MAE rvakisH&copv aF Tki 0 JOUR.FAC, 1 .33 1 ISIUSS ENECTION COATTIRItTan 11 FFO Vj : SAOtL NMI K AELIED UPON Ilk A"OFFER WAY. I DiSION Tb ONE bi ESS , _ _..P* 14101%11F —- --wilml im �cmlq ISPACTNG see ahnvPlTYF)f: J E AN ob: 16!72937) LOT 19-20 J 4' EJ 11 4 RUSS NFIt TOO CHORD 2m4 SP 82 N PROW S&I ffifiv'T* INOICATED. li9DL 680 001 CHORD 23tA SP 02 14 UPLIFT, 1,Lal: 200 200 200 WEBS 2m4 SP *2 N QRG.LO T). 0.00 4.00 4.100 TRUSS OESIONEO FOR 100 NPH lItIO 15.00 Ft MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF TOM AND 5.00 PSF (BOTTW . DEFLECTI�W CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSEDOR FULLY CNN BUILDING. uj - --------------------—- -------------- -------7.- (D A RIGIO CEILIN16 00 CONTINUOUS LATERAL 13RACING AT 24.00- 0.C. TYPICAL SIMPSON On EQUAL U0Ll*FT/lHANDtA REQUIREMENTS CC MUST 1.* PWIERLY ATTACHED TO THE BOTTOM CHORD. 1+1 teGre0 ty I-)-UPI Lf t —--------------- N*m UPLIFT wl - wo,HARGM mmif H5 45504JO06 OnJV) HUM - I 275if _Q95:116d 1111 t, le'l 10 MYSIP -10001 k4ulls - * 33150 -050 t MIGJO -20008 kElc MMS48 - + 4210159:0 -:126600 Pl yl 14 1 T280 - -3 785f ac 1001 HIWS40 - * 61901 -20DOf i5d Ear 66400 21 0 10d 1p MIT289 - -44550 h 116d) HOUS49 te 4, 66400 -2199 2 3 V1 cr) NST60 4J880 r ep,v) HDUS,40 - * a 00& _psmioa 194 2,po I v cn� 1160 z CS158 :I so# NGUSS.5- #113350 -39456 l6d lvl U) REFERENCE HOLMES LUMNA DETAIL WET FOR UPLIFTMANGER DETAILS PA OVIDE 1 2 1 J66 TOE-NAILS AT TOP CHORD. LL Av-1110 U-2004NAMD PADVIDE 2 ) l6d TOE-NAILS AT 80TTOM CHORD, (n 0 JO'0*4 cr) 12 b fu A(A 1) _j _j 1-4- 4' 0 x Rv-3279 U-NOO M-3*8 Av-37# U-20ORNAILEO U- r- cl) cli TA T SE 9 PL�.-TYP-ALPINE DESIGN CFIIT-TPI OTY 4 TOTAL - 4 REV. 17.3a SCAL9 :012111 AL011WE EhU*EERM AROOK75, [PC. yflume IMEOUIRE EAFRENE CAR 07/30/96 TC LL 30 .0 PSF REF I MP OR T ANT x*swwa 101 ME MESPOM63OLC TOM 1W WARNING xv max-mo. cRECTION AND titer DEVIATiow rRoN impt arsm on i4st specIricAmiamL on Awt axAcm. we mro-vt BY NPI. su Tiat usom TC OL 7 .0 PSF DATE 07/30/96 4`41CONE TO BUILD Itil 14AS IN OW0441WM IfIVA U9181 OV TPt. FOR hODITIONAl.SPECIAL PEFKWMT IRACI&A ME AIPW ClIhACCIOAS ARE MADE OF NSA 2XV- STEEL 14EERIVQ 4ST% QVIRENEI�76. L".499 4TRERh-E­ INDICATED TOP BC DL 10.0 PSF ORWG A444 OR h EICEPt AS NDICD APPLY CQ"CIORl TO EACH FAM OF CtIORO&HALL BE LA114h"V ORkaO 03TOI PROM z 'AM Aid!41WEIS ITKAINVIR LOCAFED ON THIS RESECK PCSII104 LV ATMUED PLVW=SHEAT44thr,, SM1611 C41000 - 11 = 8C LL 0-0 PSF BEG COW404%PrR DftWFKS k3d. 154 1 01114-f.OEBJCk IYANOWMAN 1111H PROPTALT 4190AWO 010to CEILING-- M : STATE Of - MTOT-LD. 47.0 P&F O/A LEN. COWOR11 lQp&VPLJCA4LE P11100LIROAS OF ADS I IP). An tMOINEIR'S ALPINE 160'ehICAL WORK 1114119'Ll FOR PaDnA -0 1%Z SC&L Oql 1031 ONAN100C hPftlEt TO TIC COMPOWN1 OUPICTED HERE I II'l TION. fUnNjSN A COPY OF bQf A0Al -,' JOUR.FAC. 1 .33 ,ONEO�'Q' o'.'. LN W&T. AA*Z�044 WT BE NEWS IMPON III ANV OVPKA HAV. 'k"EFIEC11,04 ClWfftCMR -f.- . It—-11 1-1-1 -%. —1—.1 ——111-1.1-M ."t...... ISPAr mr, ;m n b-, 16-293Z) Lor t2-2o /-,j 2, ci W TOP CHORD 2mA SP :2 N Pflov OE UPL1"FT ECTIONS AT BEARINGS WMAThMINORS16C ap '" DOT CHORD 2m.,A SP 2 " UPLIFT JLGI: 200 200 200 WEDS ?x4 SP 12 N BRG.LOC FTI: 0.00 2.00 2.00 ORD TRUSS DESIGNED FOR 100 MPH 11ra WOO FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF AND 5.00 PSF IBOTTON I DEFLECTION CRITEAIA IS L/350 LIVE AM L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDI"G. ----------- ...... -------------------------- R 0 tj 11 A rRIGIO CEKING OR CONTINUOUS LATERAL BRACING AT 24.00' d.C. TVPICAL'91NPSQN ON EGUAL CE *AT BE 1PA1OPtRLV ATTACHED TO THE BOTTOM CHORD. ?L1Fr/1HAN0E;1 REQUIREMENTS IL UK* UPLIFT *K* NNA-HANGER *UK N5 - -455#(JeCki OftlyJ MS26 - t 27510 -1285111 MTSJ2 - -1000,0 MUS26 - 6 33151 -ts5of NTS12 - _26000 HHUS48 - + 42998 -16600 100 201 V MT1280 - -3?QS# (lad HIMMS48 - + sloop -20009 Isd 201 V 101 HBUS40 - + 6 400 -21900 10d 2PIV L faCh NIF266 - -445511 fulh 6 cr) MST60 - -468B# ow IV) HGUS40 - * BODO& -2WOf 16d IF1 z CS150 - -1650#�Enchr "wous"s�5- #11335# -3D45# 160 ipply ------------- 0 REFERERCE HOLMES LUMBER DETAIL SHEET F011 UPLIFT/HANGER DETAILS LO PROVIDE 1 2 J Ifid TOE-NAIL5 AT TOP CHNIJ. MOVIDE 2 1 16d TOE-NAILS; At BOTTOM CHORD. U- Rv-14# U-200ANAILED CD U) 12 cn t,,- x A 1A U..o- LLI F_ CQ LO w 0 T� 1'4' 21 0 Av-2649 U-200# W-3-0 Av-220 U-200#NAILEO a LL r�' cr) TAq T 5 - 0 Y�2-ALP INE DESIGN CRIT-TPI 2 TOTAL - 2 REV. 17.3s SCA -1 .2 PL T QTY cy) ALPtif ENTINECRED P;WOCTS, IhC. TRUUES REOUPW EXTREkE CAAE 07/30/96 TC LL 30 .0 PsF REF *m IMPORTANT**PILL MDT K K~IKE FOR ANY OARNING j4, i-Awim ERECTION AND DEV3ATION FF04 fmtSKsrgw OR THESE tP%CLFJCAT1QW 04 ANY MRACING. SEE Hl"L 07 TPI, 6CE IHIS Omm '. ,e,.ro 4, rAMONE TO 8WtLO r TOWS J1r rDkf4DQWANCE 11 TH WIN bf IPI. fOR ADDIT ICIUL swal AL VEnAAwNt 'o'CIND at TC DL 7.0 PSF DATE 07/30/96 ALPOW COWCTORS AnE MADE W 200A GALV.SMOIX MEEIEW ASIN MJ241114006. Lft(SS OU"NISE INDMAIM 100, Z. BC DL 10 .0 PSF DRWG A-446 OR V INCEPI ht NOTC9. *NXV ODWOCIORS 10 EACM FACE Or 0043 SHAIL K WEAAW4 InACED WLTH PP3*A swe 1 nM'l AMD VWC&I 93001diM tQCAJt0 ON tM5 OE%Ift POBITEON Ly AILACHEO KVbVGO SPtAINING. 00770"Ctm M BC LL 0.0 PSF THO cl r4"iECIONS PtA ORMWA 1311. IN t lb*A-f. OESM 2YANa"O& WITH PA3PmV-ATT&C%%D AIGIO CEILING SEE STATE OF TOT.LD. 47 .0 PSF JO/A LEM. t COW0004 W/APPL XPALE PADY LSIOW OF NOS f,TPE, AN EMBIAM'I ALP(NE Ift"NICAL UFOAVE (Th/111 raft OEF% COPY SEAL a""s DAwdsom APPLiES TO rit CONPONEW DEPECTEO HERE DRYWALL APPtICATTOK. FtMtSH A 1 . 33 I%MA 1. AW0 S.ULL 101 K NEL Mb 04W EW AM %TV*%M0 4tif%I§W 10 jyj jft%j EKtjjON mm 4a,r 14%T1111t__ so-lost VATrQ"qL assink.Sprelew.411sw rLe-Limp P-4!1,1"n low 24 0' 10 !TEO TRUSS TOP CHORD ?N4 SP #2 N I-OW%FTWORWROHN 4=78FAMIMM54S iMP'M19 %I Bay CHORD ZX4 sp #2 N UpLIfT 240 200 200 N WEBS 2x4 SP $2 N offi.toc Imil 0.08 5.66 5.66 m TRUSAS Qrzsi�kO FOR 100 MPH WINWD, '15.00.FT REA" HEIGHT 0 WITH DEAD LOAD OF 5.00 PSF tt hND 5 00 JP6F JBOTT014 ui OEFLECTION CRITERIA IS L/360 LIVE ANO L/2240 TOTAL LOAD. E CLOSED OR FULLY OPEN BUILDING. -——---------------—------------------- Q3 0 THIS HLPJXX 15 DESIGNED TO SUPPORT A CORNER SET WITH 044"0. TYPIM flift"-OR EOu4L UPLIFY(4mrm REQUIREwwo CE SETBACA.- CORNER JACKS HAVE NO WEBS. 1444rovity H-ow a- ------ --- ......... A 91610 CEILING Ott CANTISAJOUS LATERAL EWING Al 24.00' OX, mu UPLIFT a MUST 41E 4PROPERLY AVrACHEO TO THE GOTTOM C+1ORD. W5 -456644ack4 DAIV) VU526 - - 273MER ff 10d 10 1 MTS12 -t000p H11626 - + 3316# tau "I "1 2 E ch - + 42900 tod B - + 64908 _20DON tw 20 :c 14TTM 37sato 2E hl Im MT 1289 N, -44550 2 Each 1 "BUS48 - # OWN -21100 tod 20 U) HSTGO - -46891 030 HM46 - 1, 8000: -26501 i6d 2- ar 1 0 z C6150 - -ISSON.LEbc KGM.5- 1,11335 -3949 16d 301it 0 Lr) ONEET FOR UPLIFTMANGER IDETAILS I i6d TOE-WAILS AT TOP CHORD.' U- AROVIOE 1 2 160 TOE-11AIL9 AT 8DITON CHORD. 57# cn —7'6,a 0 F_ 01016 U) Ln in 41 Ld U) Lu 0 L i io 10 5'7 14 0 Q� 4-8-9 2,9"15 LL 621 Rv-2690 U-2401 WaV15 Avm48# U-2004NAILED m cr) TAJ TAI SE m PL TY -A6PINE OESIGN CAIT-TPI OTY AA I TOTAL - I FIEV, 17.3s SCAER 0-0!3� J'4' TANIM.FEQUIWE EXTREME CAPE 07/30/96 TC LL 30.0 PSF REF k*IMPORTANT*)(2'W'L`LM1T'1tfEV§AAm0=tf'F0LA wfiM' WARNING IN K%MXINL ERECTION W DEVIMPON"ON IN31 SESM 6%16M VULFICAIMA ON AIN ARACINC.SEE 1114-01 BY 1P).IDE THU GEr 0 TC OL 7,0 PISF OATE 07/30/96 FAILURE 10 sufto%* Will OWFOINAAMS VIM asm ev TPV FOR A0031IONAL MCM WANAWAT IPACING RE AhLosur com""111 ARE MADE:N"CALV. STEEL 11EIETAB SIN QUIPAW-0711.ShLISS 011401111SE IMKCAIJQ W BC OL 10,0 PSF DFkWG rx Alft P I EXCEPT AS kOlEg. A011.9 DMECTCPS 10 CAN fACE OF 0042 Suitt BE LAI(AkLY SUCED,WEI"PAD"fol cr MIS AM 10RESS ft!�CFAIIK LOCATED ON THIS DES11011. MUNN! LV AITUMEA,PLYWOW INEAT141A. 010110H COM BC LL 0.0 PSF THO COAAKCING PER CRANING$ 139. M A NOB-F.M145 BYANDAMI 13TO F58KIV AIIWAJ NE418 CSILpm—KE cow STATE OF ow V/0-ftittlK.4 POOVISUM OF MA 6 W3. AN ENOIK*143 LLS-IbE TE094CAL W"If RJIAOIJ fee PPWM Z ITOT.Q. 47.0 PSF JO/A LEM. SCAL*4 INIS ORIVING AMA M 10 bg 000"I KPiCIED W14E INUALL AppLocow. r~%H A COPV OF THts JOUR.FAC. 1 .33 14 CAI T N ES V3 1,4A.% 4*1(A F*L NO UPON IN Al MEN'ALT. KSc6m W b* Tiloss timcloom co"I"clolk. .!-,.L E_ 1qpAr TKIr spe ;4hmVf-1T­"r 4ZPFr