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Permits 490 Main St (vault) ADDRESS (J BUILDING PERMIT NUMBER INSPECTIONS : FOOTING c / UNDER SLAB PLUMBING / SLAB FRAMING COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # .sew er- /o ° % Y �� NOTES : IsCITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 LA INSPECTION PHONE LINE 247-5826 �JJfI Application Number . . . . . 09-00001255 Date 9/08/09 Property Address . . . . . . 490 MAIN ST Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1920 ---------------------------------------------------------------------------- Application desc window replacement / slider door replacement ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BRANDER, ERIN OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1920 Expiration Date . . 3/07/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233 " Telephone (904)247-5800 Fax (904) 247-5845 www.coab.us WIND-BORNE DEBRIS PROTECTION AFFIDAVIT Date: q I ,/,,I Permit#: U !h�} ' a s, Property Address: '�`t �2notn SrL� I understand the Florida Building Code requires replacement windows in a Wind-borne Debris Zone be impact glass or have openings provided with wind-borne debris protection. I recognize the structure involved is located in a Wind-borne Debris Zone. I am in the process of having windows replaced which require this protection but have elected not to have the required protection installed by my window contractor. I understand that before a final inspection may be approved, the required window protection must be provided. If the required window protection is not provided it will be a violation of State law and the City of Atlantic Beach may take appropriate code enforcement action which may result in fines beings made against this property. I also understand that my insurance company may not reimburse me for damages suffered due to the lack of required window protection. a I agree to have the required window protection installed on or before: 7 f0 d ate) I will be using the following material to provide the window protection:(check one) A. t/Plywood per the Florida Building Code B. Other approved method (Provide Florida Product Number) Name of Homeowner's Insurance Company 98 (Signature of Property Owner) (Date) (Print Name) STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this_Lday of L ,20_6 by (name of person acknowledging). USieof Not Pub is to of Flo .•� y pu S Y L.GR:eb ] l�Y p4A�•. Personally known OR Produced �� ' ., Ni Pubn ioniNt �`S7 Z Q/D I D ,�Q av,. Corltmissl0o#DD Bon A.}s- r 1i CITY OF ATLANTIC BEACH _ ' 0 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 r i tio3 t OFFICE;(904)247-5826 e FAX NO.:(904)247.5845 .' BUILDING-DEPTQCOAB.US BUILDING PERMIT APPI-104TION DUVAL COUNTY 1,JOB ADDRESS 2:VALUATION,;OF VSO, _'t, _ I&'5Q:FF.UNDER y9DAWAI S T 4 LEGAL DESCRIPTION ` 'i r 5 CLASS O.F> K*.,.,, S USE OF STRUGTUREr 6 ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT—BLOCK—SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL ?,a 7..:DESCRIPTJO.N OF WORK ,,, „:.-� ,...�+,.-' ::�s -:- TERATION ❑ACCESSORY BLDG. B.FIRE;SPRINKLE�a. ,�,(: (REPAIR ❑POOL/SPA ❑YES ❑NIA ❑MOVE ❑OTHER 10NO PROPERTYQW e` <ARCHITECT/ENGINEER.,a _ CONTRAC_OR 9.NAME 15.COMPANY NAW. 23.COMPANY NAME: . 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: wo /1,Ai;�J S"T f44/V-r"G � r4. 18.ADDRESS: 26.ADDRESS: rJn� N90 0741M j,-7 /1>C�.Nt•�” Be.4�` 322 33 r/- 312 3 3 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 120.FAX NO.: 27,OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: C 29.CELL PHONE 4-17/ ^G cs� O - yS�1-Jr2Z>9 14.EMAIL ADDRESS: 22, AIL ADDRESS: 30.EMAIL ADDRESS: PEE SIMPLE TITLE HOLDER ` BONbING COMPANY MORTGAGE LENDER ' ' y _-(lF OTHER THAN ONAJERj ;..,. .:.; :• ': 31.NAME: 33.NAME 35.NAME 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-i certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE,RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER' AGENT'; - CONTRACTOR (If X"e Power ofAttomey orAgency Lotter Required) (Qualifier Only) Signed: Date: y'd Signed: Data: Before me this � `day of S% !n l�C/ ,2009 in the countyof Before me this day of 2009 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared end r,/^/ J. k ark-o s herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. Y true and accurate. Notary Public at Large,State of r r tda,County of �It Va/ Notary Public at Large,State of ,County of ❑Pe}sonally Known FDL K 0 Z 2 13 Personally Known roduced identification- ` ❑Produced Idson- NotarySignature: ) Notary Signatu CE CITY OF ATLANTIC BEACH DONNA LI SEEPERMITSFORADDITIONAL �i � MY COMMISSIO524�/P • rFJ(PIRES:Mat3 �QUIREMENTS AND CONDITIONS. N, Go a it li n BI S 1 6/20 s •of`� Bonded Thru Notary ers � .., JWED BY: DATE: ALO CITY OF ATLANTIC BEACH OWNER / BUILDER AFFIDAVIT 1. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "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 THE 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 THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CQN CTOR. 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 MUNIO,IEAL 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. 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(1). 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. ADDRESS 4 &;iz �'? xf�-Ic bei, it y- ys PHONE NUMBER PRINT NAME IGNA URE c+ DATE Before me this y day ofV b G/ 20 in 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. Nota Public at Large,State of F fO"�'� IP N g ,County of k`0- DONNA L BMTLE ❑Personally Known ti, MY COMMISSION A DD 853524 ErPProduced Identfication- FDG 1<42,Z 0/o 7/ p/S 0 = EXPIRES:March 30,2013 _/&71 �^ �,_ BMW Thru Ndary PW*UN1104 0# Notary Signature: / /y/ a- y �� F:/BLDG/Owner-Builder AffadaviY,REVISED:4/16/2009 —r tonaa tsutiaing t-oae vnime a BCIS Home . Log In User Registration Hot Topics j Submit Surcharge Stats&Facts Publications ? FBC Staff BCIS Site Map i Links ; Search j Product Approval USER: Public User I' • Product Aooroval Menu> Product or Application Search>Application List . . Search Criteria Refine Search Code Version 2007 FL# 10948 i w• Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL j Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL - Impact Resistant ALL Design Pressure ALL Other ALL Search Results- Applications FL# Type Manufacturer Validated By Status FL10948 New JELD-WEN American Architectural Manufacturers Association Approved Category: Windows i ; Subcategory: Single Hung (847) 303-5859 j DCA Administration I Department of Community Affairs Florida Building Code Online i Codes and Standards 2555 Shurnard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Fax(850)414-8436 I i ' http://www.floridabuilding.org/pr/pr_app_1staspx 3/24/2009 CITY OF 1 c -Czlv�,A Office of Building Official REQUEST FOR INSPECTION ION Date----___—_ __ _ Permit No. -f CgL_� �Time t Received Job Address Locality Owner's - t� r Contractor A 1 SUtL.JIN CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Witing Rough Air Cenci. & Re Rooting Slab Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thurs. Friday P.M. AW, Inspection Made P.M, Final Inspection [ Certificate of Occupancy t Terfiffitrate of Wrrunanq (situ of Atlantic Neocll — Moriba Bepartment of +Nuilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time-6f issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Q Use Classification Single Family Bldg.Permit No. 12560 Group w•frame Type construction 8 f Fire District Atlantic Beach Owner of Building FOItB Home Corp address $081 Phillips Highway #14 ja 5o _nom F r2 b BuddingAddress 490 Main Street Locality Atlantic Beach, FL 32233 ( IA By: DON C. FORD Building fficia Date: POST IN A CONSPICUOUS PLACE _-J BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: Building Permit Number: / .SL j Address : 'v go Legal Description: 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 Lowest Floor Elevation: L _ required as b ilt BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY 1 Fire Public Works j Axl" ,t Planning Building 4 N U i N �1- (^Y a Q 00 O � C m ui rl (l d E N rG @ d N C � 9.1 rd C1,TY OFOffice of Build ng Official REQUEST FOR NSPECT ON / SS Date!�___� * rmit No. Time A.M. Received r�5� Owner's Name Contractor ILDING CONCRETE LECTRlCAL PLUMBING ECHANIC Framing Footing — Rough Wiring — Rough n Air Cond. & Re Roofing _ Slab — Temp Pole Top Out Heating Insulation Lintel Final Sewer 7, Fire Place _ Pre Fab READY INSPECTION Mon. Tues. Wed. Thurs. P. Friday/ � M �� A.M. Inspection Made 1r ` Inspector ;ertificate inal Inspection J o ccupancy Daft— �c p1LANrc F�0RIO�' OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS �^ DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- P G 0/pto ment for an inspection. Field Inspectors EL are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. MAP SHOWING BOUNDARY SURVEY OF LOT 3, BLOCK 124, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PACE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REEKI ENCS: N 01'22' W FOR RIGHT-OF-WAY LINE OF MAIN STREET PER ABOVE A"TIONED PLAT, DTA, Xz4fr r/4A/& -qAFff S'NOWAI r/-/1/5: t 8.84) .4N0 jVA-"A7' ro A /O.+/qL G Er9Y y�Rt/cAG 0.9TuA� os i9Z9, C&PrIFIED ro° MrcNRC-c. (J. CWIRY P qc rlrl-,e cowook ofloAl MAIN STREET (50' R/W) S01'22'00"E 50.00' Uj w 120.0, (o 10"3, a 7 T. wLLI N it 0 w 00 OD Z �, ti`� . Z jj(�;, THRs IRON WAS L 0 C K y 1 2 4 SET O,L' ELY. OUE TO H b t FENCE POST ON CORNER. A 1 50.00 x �•2- S01'22#00#'E t ToIFL 0 T 2LOT 3 aw4 � � B L 0 C K RSE-0111996 L Building and Zoning Al w L szl ve y /c'-[1G -9 G /�o tE: 'ovou/✓G A« /Pods. FOUNDATION SURVEY FORMS ONLY 1Q-14-96. NOTE: FOUND REAR IRONS AS SHOWN RESET FRONT IRONS L81704 . I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS LEGEND: THE MINIMUM TECHNICAL. STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61617-8, 8 FD. CONCRETE MONUMENT FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER 1/2' FOUND IRON CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN 0 1/2. FST IRON _ Lb 1704 FLOW CERTIFICATE:THE LOT SHO M HEREON B.R.L. BUWN0 RESTRICTION UNE IS IN FLOOD ZONE "X"_ AS SHOWN CLARS�V AND ASSOCIATES, INC. R CENTRAL ANS ON THE FLOOD INSURANCE RATE MAP, COMMUNITY 1843 NALDO AVE., JACKSONVILLE. FL., 32307 L ARC tENM PANEL NO. 120075- OD01 D_ DATED 4-17-89. 04 CHORD ,,► P.C. POINT OF CURVATURE SURVEYED SEPTEMBER 10 1996. �i . P.T. PONT OF TANGENCY PJLSCALE: 1" =_2(t- C N OF RASE CURVE REGISTERED FLORIDA SURVEYOR & MAPPER N0.448T R/W f�iT OF~WAY FIELD BOOK PAGES & 67 O.R.Y. OFT'ICIAL RECORDS VOWME JOSE A. HILL JR. �n —x—6 FT. WOOD FEWI E jWTH TIES TO FACE OF FEIN) FLOODPLAIN DEVELOPMENT INFORMATION n Location:: ? lR Type of Development: �of�l� Flood Zone: Required Lowest Floor Elevation: _ If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature Department Use: Required Lowest Floor Elevation - As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Rep esentative CITY OF >�'t�?czutrc �erLC,i - �P��ctda X00 SEMINOLE ROAD _-- __--- PL_k.NTIC BEACH. FLORIDA;,3.,:1'3-5445 --- TELEMONE (904} 2 -:,,;On F_A.A 9041°4-,-5505 SC'NCOM ,`i5"-5SO0 NOTICE TO: Water Department FROM: Building Department DATE: d l ` / / Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address `! Sincerely, . Buil ing Department Tatiftrate of Mccuparg {situ of Atlantic lhar4 --- 31oriba 43evar#ment of luilling Jnspatinn This Certificate issuedpursuant 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 _ Slllg�f �ciTill�� Bldg. Permit No, 1256 Group W.frame Type Construction _aZf Fire District Atlantic Bea L/'� # 14 8081 Phillips Highwa Owner 0f Building PUlte Home QTp Address 'jaCkS0nv'i- L_322- a�n Address 490 Ma Ai Street Locality Atlantic Beach FL 32233 By. DON Q. FORDS---- wX - Building Otlicia � Date: � POST IN A CONSPICUOUS PLACE c TY •, g66t • o a3s i i 04, I 07 9 F 07 1 t ♦r - - - - - - _ \ - - - - - - - - - - - - - - - - - - -- _ --_..- - . Will I i I I ' 1 I i I i I I I 1 I I I I 1 I 1 I I ,_„ SHAFFER SONS LOT HIDDEN VALLEY JOB # 5 -- 244 . PC �oa �3 16 QF Lo T5 U7 q' t R�NG �! T3 A OFF}GEV BU}Lp}NG p p 4199 1 2 C T GE - 12 4 - 1996. 1 Building and ,ZU1-1ing SHAFFER LOT HIDDEN VALLEY JOB # 5 - 244 . LL) T6' (Jl CJ1 ' 4 ------------- --------- - T4 GF �l T 3 TP AP T1 GE QF i 12 4 11 8 Job: (5-24-4 D LOT 16 T I GE 11 ' " Common THIS OWG. PREPARED FROM COMPUTER INPUT ADS 6 DIMENSI NS SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 80T CHORD 2x4 SP #2 N UPLIFT (LB): 120 PLF WEBS 2x4 SP /3 BRG.LOC /FTI; OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. 1+1-Gravity (-)=Uplift --------------------------------------------------------------- xWx UPLIFT xxx I WNW HANGER WNW H5 = -455/(Jacks Only) I HUS26 + 2751/ -1286/(10d 100MTS12 - -1000/ 1 HUS26 + 3315/ -1550#116d 1ply) MTS12 - -2000/(2 Each 1 HHUS48 " + 4299/ -1660600d 2ply) MTT288 - -3786#(2 Each) HHUS48 - + 51801 -2000#06d 2plyl MTT288 - -4455/(2 Eachlll)1) (I6d)1 HGUS48 + 6640/ -21990110d 2ply) 14STGO - -4688/(Per 2ply) I HGUS48 = + 8000/ -26501(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5 10" -} 5' 10" 3X4 4 6 P;- (V 2X4 (D 1) X4 (D1) R=94 plf W=11 '8" TAG = Ti SER: 93223 PLT. TYP.-ALPINE DESIGN CRIT=TPj OTY = 1 TOTAL = 1 REV. 17.3s SCALE =0.5000 (� ALPINE ENGINEF,RED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE % t *IMPORT ANTMK SHALL NET BE RESPONSIBLE FDR ANY ARNING 7N HANDLING. ERECTION AND08/16/95TC LL 30.0 PSF REFDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 8Y TPI. SEE THIS DESIGN _ ��T ��� TC OL 7.0 PSF DATE 08/16/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING tEALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10•0 PSF DRWG A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PigPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W 8C LL 0.0 PSF BEG CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF t[f)UR OT.LD. 47.0 PSF O/A LEN. 11-8-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER '- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' �. OR110 Qp: .FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TINS ERECTION CONTRACTOR. •--TPT . TMJSS P1 ATE TNStTTIITF Nn5 - .nn. .I...,...., .r-•r.. ^--r•r•- --- Job: (5-2441) LOT 1 T2 GE 24'-Common THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 12 N UPLIFT (LB): 120 PLF WEBS 2x4 SP 03 BRG.LOC FT : OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MGH WINO 15.00 FT MEAN HEIGHT, W17H DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FILLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------- ------------------------------------------- ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. NWW UPLIFT WWW I WWW HANGER WWW H5 4551(Jacks Only) 1 HUS26 - + 27510 -12861(10d 1ply) MTS12 - -10000 I HUS26 - + 33150 -15500(164 1ply) MTS12 - -20000(2 EaCh) ) HHUS48 - + 42991 -16600(10d 2ply) MTT288 - -37861(2 Each (fOd)1 HFIUS48 - + 51800 -20001116d 2ply) MTT286 - -4455012 Each (16d) HGUS48 - + 66401 -21991(10d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26501(16d 2ply) CS150 - -16500(Each) HGUS5.5- +113350 -39451(160 3ply) --- ----------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS (r- 12' i 12' 3X4 5 0 Lo 3X4 (01) 3X4 (D0 ---9=4 �B• 24' W 3X4 2X3(D 1) _24'3X4 R=138 Of W=12'7"8 R=511# W=3"8 TAG = T2 SEQ: 93227 PLT, TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL = 1 REV. 17.3s SCALE -0.2500 ALPINE ENGINEERED PROr3UCTS. INC. fiFJ55F5 PEOUIRE EXTREME CAPE 08/X6/95 TC LL 30.0 PSF REF' _ t X I MP ORT ANT X X SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND ''I TC OL 7.0 PSF DATE 08/16/95 DEVIATION FROM THIS DESIGN Oil THESE SPECIFICATIONS, OR ANY BRACIW. SEE MIB-9f BY iPt. SEE THIS DESIGN ��tt N�� ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` V� F •� - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTH OUIREIEMTS. UNLESS OTHERWISE INOICATED. TOP BC DL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 • TRUSS ANA UNLESS OTHERWISE LOCATED ON THIS OESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - W _ BC LL 47.0 1O O.PSF BEG CONNECTORS PER DRAWINGS 130. 150 L ISOA-F, DESIGN STANDARDS MIT"PROPERLY ATTACHED RIGID CEILING --SEE $TATE OF = TOT.LD. 47•0 PSF 0/A LEN. 24-0-0 CONFORM W/APR.IGBLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (?!1/911L ROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FINNISH A CT"15 O RIOQ? DUR.Fac. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONR. TNEE�,.` - i --TPI � T"S PI.ATE T�TTTIrTc ..... Job: (5-2441) LOT 1 T3 24' Common. THIS DWG PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT : 470 470 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 23.71 TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOM) , DEFLECTION CRITERIA IS L/360 LIVE AND L/24O TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 10-Gravity I-)-Uplift --------------------------------------------------------------- TIWW UPLIFT WWW I Wxx HANGER WWW HS 4550(.lacks Only) HUS26 - + 27510 -12861(iOd 1ply) i MTS12 - -10001 HUS26 - + 33151 -15500(16d 1ply) NTS12 - -2000#(2 Each) i HHUS48 - + 42991 -1660/(10d 2ply) MTT288 - -3786x(2 Each (10d)� HHUS48 - + 51801 -20001(16d 2ply) MTT288 - -44551 t2 Each) 1160) HGUS48 - + 6640! -2199#(iOd 2ply) MST60 - -4588#(Per 2ply) I HGUS48 - + 80000 -2650/(16d 2p1y) CS150 - -1650#(Each)------- HGUS5.5- +113351 -.39451(160 3ply) -------------------------------------------------------------- REFERENCE HOLDS LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12' -T• 12' 4X4 m 1.5X3 1.5X3 c 6p ID 3X4 (Al) X4 (Al) X X 108- 24 ' 08.24 ' _I 24 ' R=1231# W=3.8 R=1231# W=3"8 TAG T7 SED: 93231 PLT, TYP.-ALPINE DESIGN CRIT-TPI OTY = 8 TOTAL 8 REV. 17.3s SCALE =0.2500 ALPINE ENGINFEPEO PRODUCTS, INC. TRUSSES REOUIRE EXIPERE CARE 08/16/95. TC LL 30.0 PSF REFS *IMPORTANT�(lE SHALL NOT BE REST 01 IDLE FDR ANY ARN I NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS OR ANY BRACING. SEE HID-91 By TPI. SEE THIS DESIGN �Lj1"����� TC DL 7 .0 PSF DATE 08/16/95 FAILURE TO BUILD THE MUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , v� - O\\\\\\/� ALPINE CONNECTORS APE MADE OF 2O6A GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 9077OM L'HORD W56O6 BC LL 0 0 PSF BEG CONNECTORS PER DRAWINGS 130. 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF _ TOT.LD. 47.0 PSF 0/A LEN. 24-0-0 CONFORM!W/APPLICASLE PROVISIONS OF NDS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 R10� 'r- SEAL ON THIS DRAWING APPLIES TO-THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUWTSH A CTHIS - F ,,G 11 oUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TD THE TRUSS ERECTION COMMTRACTOR. nip VF -.� -T-T ra.ce P 1 JO 4 4 T 1 T4 GE 26' CMN THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 12 N UPLIFT (1-8): 120 PLF WEBS 2x4 SP 03 BRG.LOC FT): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. -------------------(+)_Gravity-(-)-Uplift -------------------------------- NNN UPLIFT NNN ( NMN HANGER WNW HS - -455#(Jacks Only) I HUS26 - 4 2751/ -1286#(Iod 1ply) MTS12 - -10000 1 FIUS26 - + 33150 -1550006d 1ply) MTS12 - -2000012 Each) I HHIIS48 - * 42990 -16600(10d 2ply) MTT288 - -3786#(2 Each) 1100)l HHUS48 - + 5180# -2000#06d 2ply) MTT288 - -44550(2 Each) (16d)1 HGUS46 - 4 66400 -21990(10d 2ply) MST60 4688f(Per 201y) I HGUS48 - 4 8000# -2650# S6d 2ply CS150 - -1650#(Each) I HGUS5.5- 4113350 -3945#0 6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 12'8"1 =�- 13'3"15 4X4 Co 6 F'- to 3X4 (Ai) 3X4 (D1) X X4 X4 �'e Q ) _ R=1215# W=3"8 R=266 plf W=5' SED: 93235 PLT. TYP. -ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = i REV. 17.3s SCALE =0.2500 ALPINF FMINEt9*.D (470OUCTS. INC. IIx1SSE5 nEOUTAF.ExIREMt.CARE TC LL 30 .0 PSF REF' t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND 08/16/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR AMY BRACING. SE£ MIB-91 BY TPI, SEE THIS DESIGN AT '�" ��� TC DL 7 .O PSF DATE 08/16/95 FAILLME TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` - ALPINE CONNECTORS ARE MAIZE OF 20GA GALV. STEEL MEETING ASTM Ou1TEMEMTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10 •O PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 90110M CHORD N5606 BC LL O •0 PSF BEG CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT,LD. 4 7.O PSF O/A LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENIGIWEER'S ALPINE TECHNICAL UPDATE II/1/90 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O pIOY'Q P: OUR.FAC. 1 .33 .. IM ONLY, A1�SMALL NOT BE RELIED UPON In ANY OTHER WAY. DESIGN TO THE Tfx155 ERECTION CONTRACTOR. i -TPI - TRUSS PLATF THCTTTUTF Nnc ------.--- -- iSt): (5-2441) LOT 1 T4 6' SCIS THIS OWG PREPARED FROM COMPUT R INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (L81: 430 440 200 WEBS 2x4 SP f3 :N10 2x4 SP 12 N: BRG.LOC FT : 0.00 20.75 25.71 TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM'EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift SHIM ALL SUPPORTS TO SOLID BEARING. ----------------------------'---------------------------------- NNN UPLIFT xxN xxx HANGER x9m H5 4551(Jacks Only) HUS26 - + 2751/ -12861(10d !ply) i MTS12 - -1000/ HUS26 - + 33151 -1550#(164 ]ply) MTS12 - -2000f(2 Each) I HHUS48 - + 4299/ -16601(fOd 2ply) MTT280 - -3786#(2 Each) (10di)l MMIS48 - + 5180# -2000#(160 200 MTT285 - -44551(2 Each) (16d11 HGUS48 - + 66400 -2199#(IOd 2ply) MST60 - -4688#(Per 201y) 4 HGUS48 - 48000f -2650#(16d 2ply) CSISO - -16501(Each) I HGUS5.5- +11335! -3945!(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' -T- 13 6X7 1.5X3 3X4 m 3X5 U7- 4g 63X6 m 1n ^ 3X6 cv 1 .5X3 v 10 3X4 (Al) 1 7i 1 3X4(A i) 4X 1. X3 5X6 3X4 20'9" 5'3to " --� �-� 11 '7"8 — —�— � 7'9" - -T- 5'3" 26' —) R=1075# W=3"8 R=1340# W=3" R=227# W=3"8 TAG = T3 SEO: 93258 PLT . TYP.-ALPINE DESIGN CRIT=TPI OTY F 1 TOTAL i 1 REV. 17.3s SCALE =0.2500 ALPINE ENGINVEP£O T'POOW.IS. INC. TRUSSES TERUIRE.EXTREME.CARL 08/T;�6/95, TC LL 30.0 PSF REF' t NIMPORTANT)(H SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN "T ' 11"� ' TC OL 7.0 PSF DATE 08/16/95 FAILURE TO BUILD T E TRUSS IN CONFDRNANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` - ALPINE CONNECTORS ARE MADE OF 2064 GALV STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF ORWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER , 5606 0.0 PSF BEG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL CONNECTORS PEP DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - $TATE OF TOT.LD. 47.0 PSF O/A LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER - SE.L ON IMUS OKAYING APPLIES TO THE LOMT'ONENT^DEPICTED HEKE 'pgYWAtI APPLICAitON. FUW/ISH A COPY OF THIS ' 0R10�QP: DUR^FAC. 1^33 IN OMLY, AND SHALL NOT BE PELIEO UPON IM ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, INEEi^',.`` --TPI • TRUSS P ATF iMCTTT1itF lob: - 4 4 T T S THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP #1 N :T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD 2x4 SP 02 N UPLIFT ILB1: 430 440 200 WEBS 2x4 SP 03 :W7 2x4 SP 02 N: BRG.LOC (FTI: 0.00 20.75 25.71 TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). PREDICTED HORIZONTAL MOVEMENT IS 0.22' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED AND 0.12' DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. ----------------- --------------------------------------------- DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. ----------------------------i---------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx xxx HANGER xxx H5 455#(Jacks Only) 1 HUS26 - + 2751f -1286#00d tply) SHIM ALL SUPPORTS TO SOLID BEARING. MTS12 - -10000 I HUS26 - + 33151 -15500(I6d 1ply MTS12 - -20001(2 Each) { HHUS48 - + 4299# -1660000d 2ply MTT288 - -37860(2 Each) (10d) HHUS48 - + 51800 -2000#(160 2ply MTT26B - -44550(2 Each) (160)( HGUS48 - + 66400 -2199#(10d 2ply) MST60 46880(Per 2ply) i HGUS48 - + SOOOt -2650#06d 2ply) CSISO - -16500(Each) 1 HGUS5.5- +113350 -39450(16d 3ply) -------------- ------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- - 13' -T 13' - 4X4 m 3X4 3X4 6 C7 3XtD5 cn T2 1.5X3 N 3X5 1.5X3 aA 47 3X5(A 1) 1 711 3X4 (A 1) 7n8 6X6 3X5 20'9" -T- 5'3" —� }-�-+- 13' - - 7'9" — 5.3" r 26 R=1066# W=3"8 R=1387# W=3" R=188# W=3"8 TAG = T6 SEO: 93253 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL i REV. 17.35 SCALE -0.2500 !, ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEGUIRE EXTREME CATS 08/ 6/95 TC u_ 30.0 PSF REF t k *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR AMY ARNING IN HANOLIN6. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 B1' TPI. SEE THISDESIGN � us F �., TC DL 7.O PSF DATE O8/16/95 FAILURE TO BUILD TIE TRUSS IN CONFORMANCE WITH OST6B BV TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONEC70PS ARE MADE OF MA GALV. STEEL MEETING AGIN OUIPETENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 ` TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - x. - BC LL 47.0 10.0 PSF BEG w CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE OF = TOT.LO. 47•0 PSF 0/A LEN. 26-0-0 I 4 CONFORM W/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C O R1O�' ?- -- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. ? DUR.FAC. 1 .33 IN ONLY. AND SHALL MOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS EREC7lom CONTRACTOR. .r�� •` ---- Jo (5-2441) T 1 T6 6' S IS THIS DWG. PREPARED FROM COMPUTER INPUT LOA S 6 0IMENSIONSl SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPI Dense PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 01 N UPLIFT ILB): 500 500 NESS 2x4 SP 03 BRG.LOC FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . PREDICTED HORIZONTAL MOVEMENT IS 0.72' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. AND 0.29' DUE TO DEAD LOAD AT ONE SUPPORT. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS PREDICTED VERTICAL DEFLECTION IS 0.65' DUE TO LIVE LOAD (+)-Gravity I-)-Uplift AND 0.35' DUE TO DEAD LOAD AT X - 13-00-00. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. H5 - -455#(Jacks Only) I HUS26 - + 27511 -12860(10d 1ply) NTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' D.C. MTS12 - -20001(2 Each) i HHUS48 - + 42990 -16600(IOd 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -3786#12 Each) (fOd) HH11S48 + 51800 -2000060 2ply) MTT288 - -4d55e(2 Each (16d)� (1 14GUS48 + 6640# -2199#(100 2ply) 14ST60 - -46880 Per 2ply) HM S48 - + 80000 -2650#(16d 2ply) CSi50 - -16500 Each) HGUS5.5- +11335# -3945#{16d 3ply ------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13 - -I 13' -� 6X4 m 3X4 3X4 O 6 m LD r+ 1 .5X3N 1.5X3 4 3X7 (A 1) a 3X7 (A1) 7X6 7 �• 26' 13' 13' 26' R=1321# W=3"8 R=1321# W=3"8 TAG = T9 SED: 93242 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 15 TOTAL 15 REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TMISSES NEOUInE EXTREME CARE 081 6195 TC LL 30.0 PSF REF" t *IMPORTANT**sHALL NOT BE RESPONSIBLE FOP ANY ARNING IN •HANDLING. ERECTION ANoDEVIATION FR014 TH{S DESIGN p1 MESE SPECIFILATIONS. OR ANY /RACING. SEE NI8-9S BY TP(, E TH35 DESIGNTC DL 7.0 PSF DATE 08/16/95 FAILURE TO BUILD THE TRUSS IN CO FORMANCE WITH OSTB@ eY TP1, FOR ADDITIONAL SPECIAL rEnNAHENT BRACING REEEL ALPINE CONNECTORS,ARE WAVE OF 20GA MY. STMEETING ASTM 10 OUIREHENTS. UNLESS OTHERWISE INDICATED. Top 8C DL •0 PSF DRWG ARAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHDA SHALL BE LATERALLY BRACED WITH PROPERz 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN POSITION LT ATTACHED PLYWOOD SHEATHING• BOTTOM CHORD BC LL 0.0 PSF BEG 'y CONNECTORS PER DRAWINGS 130• 130 t IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF - TOT.LO. 47.O PSF 0/A LEN. 26-0-0 • CONFDW PROVISIONS OF PROVISIOOF NAS t 7PI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/41) FOR PROPER '- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE OR,'WALL APPLICATION. FUINISH A COPY OFONLY. THI$ :; �. ORIO Q P� OUR.FAC. 1 .33 IN LY• AND SHALL NOT BE RELIED UPON IN AM OTHER MAY. DESIGN 10 IME TRUSS ERECTION CONTRACTOR, 7�,cR:� - -- - 4 � DATE PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : j 4�----------------------- ---------------------------------------------------------------------------------------------------------i ------------------------------------ i ------------------------------------------------- Enclosed are the blue copies of the permits. SIN7ELY BUILDING INSPECTION DIVISION cc: FILE 6-4 T CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION 3 1996 Building and Zoning All pQnl cations must be received by SPM on the M NDAY orior to the pQheduted meeting in order to be oiac-ed on theagendafor considemt on INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. n_ r 1. OY ��.�T C l �G APPLICANT NAME ADDRESS TE HONE 3 2. __Lj 3 �Ilk (-\-� k - c A>f 6J ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 4. SP CIFY TREES PROPOSED FOR REM ALA FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION r� a � 5. TOTAL NUMBER OF TREES TO BE REMOVED:__ _ 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: rI 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) +-T nr n7 fFlu nnl 171 -11 N 77PW I I T1 a. 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets •[]" 1) Location of utilities, easements'and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY_M SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON, 11, IN O P.LUE APPLICATIONS WILL NOT BE 2ROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: rOCANTS SIGNATURE DATE ERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE AI �n r nn nnl nn. },T n< I n7 1rlu roor^ 1 "'7, nhl 17 I UIQ 1 I N "1nNu 1 I T'1 >p _ MAP SHOWING SPECIFIC PURPOSE SURVEY OF LOT 3, BLOCK 124;AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS of DUVAL COUNTY. FLORIDA. FORT NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: N 01'22 W FOR RIGHT—OF—WAY LINE OF WAIN STREET PER ABOVE MENTIONED PLAT, NOTE: THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE LOCA710N OF ALL TREES WITH A 6" DIAMETER OR LARGER. NOTE: THIS IS NOT A BOUNDARY SURVEY. gt iaG � �4pct4� � �R�PpS�p ��' �'�,10�--•---- t� PQV'T MAIN STREET (50' R/W) 00"E al 5 .00' �°L9.b LW 120.0' 7 13' ML L 1 LLO�,j1 ek �, 9 z 9" WILLOW 0 60 M kPIE fiAP' ' I%I 8' W LLOW 8 WIL OW ' WLLOW 0 r LE J d✓. I d. ' PL.4A! 101- 3' 3 Lv tAd Pl. 49;8) Q Q � •�� 00 6 OW O W a CO r. 10' MAPLE ` cx) CIO Z 17" WILLO . 19" WILLOW !� + PAT to B L O C . K 1 2 4 ��7) 8' RA17LE 7 Tr 6 ' of Appr vcd as N to ,�, S D L 0Tr_ 2 L 0 T All trees 4 ees to romain mf rt ' barrir;aded t B L 0 mi�7um of t ft f;; k rl,2� eachee. ;iRE site clearing; 31,,drF ;lain I'Iace during � C/ .� ) ALL phases of construction," l J RM,&A1,0 7-/2 - 94 r0 51/oyj PG,oAl /0 94 �.r� _.4z� �UL AMEA/D ED &- 2l0- 9G TD SA16*V ELE✓Ar10^l5 �� I HEREBY CER_nFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS LEGENDD �- THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 51017-8, r FD, CONCRETE MONUMENT FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472027, FLORIDA STATUTES), 'AND FURTHER 0 1/2' FOUND IRON CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN 0 1/2' SET IRON - LB 1704 B.R.L. BUILDING RESTRICTION UNE FLOOD CERTIFICATE:THE LOT SHOWN HEREON D CENTRAL ANGLE CLARSON AND ASWCIATES, INC. 1S IN FLOOD ZONE "X" AS SHOWN 1643 NALDO AVE., JACKSONVILLE. FL, 32207 R RADIUS ON THE FLOOD INSURANCE RATE MAP, COMMUNITY L ARC LENGTH PANEL NO, 120075^ 0001 D DATED 4--17-ag. CH CHORD P.C. POINT OF CURVATURE SURVEYED APRIL 15 1995. l' / P,T, POINT OF TANGENCY P.R.C. POINT OF REVERSE CURVE SCALE: 1° 2C, FD. FOUND FREE§` REGISTERED,FLORIDA SURVEYOR k MAPPER N0.4487 R/W RIOHT-OF-WAY FIELD BOOK 555 PAGES 66 7 / JOSE A_ HILL JR. O.R.V. OFFICIAL RECORDS VOLUME ►g �L�V., � LOCATED TR.'-_E 041 F'02 MAP SHOWING SPECIFIC PURPOSE SURVEY OF LOT 3, BLOCK 1$4; AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS of DUVAL COUNTY, FLORIDA. FOR; NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: N 01'22' W FOR RIGHT-OF--WAY LINE OF MAIN STREET PER ABOVE MEN71ONED PLAT, NOTE; THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE LOCATION OF ALL TREES HATH A B" pIAMETF„R OR LARGER. NOTE: THIS IS NOT A BOUNDARY SURVEY. JAt Ip�� PAV'T ---,(-7, 10) MAIN STREET (50' R/W) C,;- 01' 00"E $' 5 .00' LC�O� 6Li120.0' • w Cs, z41 � ch 3 13' HALL wION INILL��y1 � 9" WILLOW Q OW to L BMAP E (� �� :v' 1'1.1 8` LLOW 8 WILLOW - Q L W F— Q 'V1 CC6' MAPL/E� T` 5 �cp J ,tl,I, Pt.�� 1o9'f �• LJ LAJ 0 5 l3.5 p 0 (g.o) Q tn 6` WILLOWt7 N Lf) 0 o • p s a0 co �— 10' MAPLE Q coGo �, z 17" WILLO '�✓ " 19" WILLOW Q \c'oFF�c� am _ P��tio��N �--•� cOQ�PNN�NG �'ATIo P 8 L 0 C K 1 2 4 V r, o INV 8' RAIN TREE 1 �� 1� 50.00' S01722'00"E L 0 T 2 L 0 T 3 L 0 T 4 8 L 0 C K 1 2 3 040,6/0eq 7-I2 - 94, r'O SI.10XI P44 A/ /094' AMEnID6D 6- 24 -94 To SNbry E1.,i�V,or/on15 I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS LEGEND; THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE NTH CHAPTER 81G17-6, 0 FD. CONCRETE MONUMENT FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472027, FLORIDA STATUTES), AND FURTHER 0 1/2' FOUND IRON CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN 0 1/2' SET IRON - LB 1704 FLOODCER11FlCalE:THE LOT SHOWN HEREON B.R.L. BUILDING RESMC110N UNE CLARMN ANo ASSVCIATES. INC. A CENTRAL ANGLE IS IN FLOOD ZONE "X' AS SHOWN 1643 NALDO AVE., JACKSONVILLE. FL., 32207 R RADIUS ON THE FLOOD INSURANCE RATE MAP, OOMMUNITY L ARC LENGTH PANEL NO, 120075-- 0001 D DATED 4-17-89. CH CHORD � P,T, POINT of CURVATURE SURVEYED � 15 1895. P.R.C. POINT OF REVERSE CURVE SCALE: l" = 20' FID. FOUND REGISTERED, FLORIDA SURVEYOR & MAPPER N0.4487 R/W RIGHT—OF—WAY FIELD 600K 555 PAGES 66 CT'�E�$, JOSE A. WILL JR. O.R.V. OFFICIAL RECORDS VOLUME LOCATED TREE CITY OF f"a2� 4 7 � Officc of 8uHding Offici7N.� 06 3 REQUEST EUP INSPECr�6S~S r Date _�- _ —�_- Per � Tune AAM Received _ M, .Sob Addr ss Owner's /1___j N Contractor UlLDING CONCRETE Q WfRfCA LU SING �GNANtCAL Framing Footing Rough Winng >--Top /Rough Air Con Re Roofing Slab Temp Pole >--Top Out `Heating insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues 'Ned. Thurs. Friday ____.________P.M. A.M. Inspection Made __ �. �_ — ____P.M. , Final Inspection Certificate of Occupancy f Date TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address Bmx eIMM& Mexxx=xg xlmim*mmspdxmxcafxxtd ex2pm d*c. Please update your records accordingly. jThAIN4RK L CITY OF ATLANTIC BEACH /vcb n/►11�� //CITY OF d- 4 A 4& BeacfZ-I& Office of Building Official REQUEST FOR INSPECTION Date / P mit No. Time ? Received P JobJA�ddre s L cality OwneName e / � - Contractor BUILDING NCRETE ELECTRICAL PLUMBING MECHANICAL Framingoo i Rough Wiring Rough - Air Cond. & ❑ Re Roofing n Slab Temp Pole Top Out — Heating Insulation Lintel Final Sewer _ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. oTues. Wed. Thurs. Friday :..� A.M. Inspection Made P.M. Inspector Final Inspection "Certificate of Occupancy G Date CITY OF - Office of Building Official REQUEST FOR INSPECTION Date 9 2 9 6 — Permit No. V7 Time A.M. Received P.M. Q c� c Job Address T8cality Owner's Name Contractor ' t BUILDING CONCRETE ELECTRICALLTMBINNG�- . MECHANICAL Framing Footing - Rough Wiring ug Air Cond. & Re Roofing Slab - Temp Pole Top Out Heating Insulation - Lintel Final __ Sewer C Fire Place Pre Fab READY FOR INSPECTION / Mon. Tues Wed. Thurs. Friday P.M � A.M. inspection Made P.M. Pn., Final Inspection -- --- Certificate of Occupancy E Date ___ CITY OF Office of Building Official REQUEST FOR INSPECTI N Date 0 ? —7 Permit No. Time /�2_' Q A.W. Received P.M. Jcb Address Locality Owner's r � Name f /—/ Contractor ------ BUILDING CONCRETE ELECTRICAL PLUMBI G MECHANICAL Framing _ Footing Rough Wiring Rough Air Cond. & Re Roofing Slab Temp Pale - Top Out Heating Insulation - Lintel I Final Sewer >W,` Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday Qj A.M. Inspection Mads `. ___ P.M. 4 Final Inspection f' Certificate of Occupancy Date CITY OF C,// 4&a#d4c Bwx.4-49&uc& Office of Building Official �+ REQUEST FOR INSPECTION s Date_ Permit No. Time Q� i �M Received / o`LJ M. ` P. Job Ad ress L ality Owner's / j "--Q"r 1 Name BUILDING CONCRETE ELE j PLUMBING MECHANICAL Framing - Footing Rob q _h Our ou ;rgh Air Cond. & Re Roofing - Slab � Temp Pole Top Out C Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION �PM Mon, Tues. Wed. Thurs. Friday ,FF�� r A.M. Inspection Mads 11 `P — P.M. Final Inspection 7 - Certificate of Occupancy Date DATE: PRE:-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : - 7 _---------------------- ------ � -------- __ `-, 1�- _I-/ -------------------------- ---- __- ----- , ---- -- _------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc: FILE 9c�-aL--a61� 1,iOTICE OF COMMENCEMENT fska 8452 ps= 21617 Docb 962011766 To whom it may concern: Filed & Recorded 10/04/96 02;16;00 P.M. ri The undersigned hereby informs you than improvements HENRY W. CO3K N will be made to certain real prop rty, and in CLERK CIRCUIT COURT accordance with section 713.13 of Floridat Statutes, the DUVAL COUNTY, FL o following information is stated in this NOTICE OF REC. $ 6.00 a COMMENCEMENT. N I Description of Property: Lot 3, Block 124, SECTION "H" NrLANTIC 13EACH, according to the Flat thereof, C as recorded in Plat Book 18, page 34, of the Current ?ublic Records of Duval Q County, Florida. �5 General description of improvements. SiLnale, iAmily dwellin-ct, _ Owner_ Pilte Home Corporation Address-8081 Phillipta H..iQhwaX 14 J;!tcksonville, Florida 32256 Owner',:, interest in site of the improvement , _— Fee simple Title holder(if other than owner) _ Name Ad& ss - -- COntraCtor Pulte Home Corporation Addrass_,..8061 Phillips Highway # 14 Jacksonville, Florida 32256 Surety (if any) - - — Address Amount of bond$ Name and address of any person malting a loan for the construction of the improvemcnts. Namea- Address Name iof person within the State of 1~loi-.ida, other than himself, designated by owner upon whom notices or other documents maty be served: Name—, _ Address In addition to himself, owner designates the following person to receive a copy of the I.,ienor's Notice as provided in Scotion 713.06 [2] [h], Florida Statu;,es, (Fill in a:t Owner's option). Narne_ Address �- PtAte Herne C ratipn, a rfichig<an STATE OF t ccrporatia COUNTY' OF L7uvaJ Owner _ The f,regoing instrument was sworn to and subscribed before me tais 27th day of sePtember __ 19 96by , �C �t �b , who is p� s pally kno n to me or produced as identification and who di not take an oath. Prepairrd By and Rewrn To: ji�J,J" METRO.POLYTAN TITLE&GUA,RANTY CO. TOR L. 6520 Southpoint Dr_ South, #400t&'Jacksonville; FL 32216MY gOMlrti60K�k r CCEv!m i;,biro 5.2000 con��ac;o CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE. ` ^ 19q(Q IMPORTANT NOTICE: PZ, yi- ` IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Mdunson and Bryan Electric Co. —0008471 231ME257 ELECTRICAL FIRM: MASTER ELECTRICIAN4IqmTUFk NAME11A1k C(OL&SL ADDRESS: RFD BOX BLDG.SIZE Q' BETWEEN: ��. Wit. (�Q .q'//�C RES.( APT.1 ► COMM. ( 1 PUBLIC ( 1 INDUS.( ► NEWP4-1-- OLD ( 1 REW.( ) ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) S0. FT. SERVICE: NEW t,� INCREASE ( } REPAIR ( 1 FEE CONDUCTOR SIZE SZ:)AMPS COPPER I ALUM. ( lO SWITCH OR E S� MPS � PH 3 W VOLT � RACEWAY Y EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT �•1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. IND. KVA NO. 1KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES ' 4 DEPARTMENT OF eUILINNG .. CITY OF`ATLANTIC BFA:H #0141"T INFORMATION ------- -LOCATION INFORMATION -- Al P 'rmi t Nu er: 12634 Addreagi: 490 MAIN STREET `;PermitTyoe'MECHANICAL ATLANTIC'DESCRIPTION BEACH, FLORIDA 3:2233 C ss of Woik*NEW �_ » �� . LBOAL DESCR I PTI ON n tr. ' T ,pe WOOD FRAME SIldck:1124 Lot 3, Twp;: 0 rop os ed t1se:SINGLE FAMILY Sevtion', 0 Subd: Rng: 0 Dwellinjt} Subdivsiesn: SECTIONi Est. Value: 0.00 #rnPcxv. Cit Total .F' s ` 47 .00 " mount 47 .00 hip � .. TION APPLICATION FEES I� LASSIC HOMES PERMIT ~��474t} r OHWAY LORIDA 32 R aRNATI N' MCI O x 50OO S R FLORIDA 32073 s WOMB,. AU GE ► M" Sk FC�t�PINGS l�{IdST BI* �"# �- FORE POURING PERIUIiI'Vbib SIX MONTHS AFTER DATE OF ISSUE DING t41ATE41 .,RUBBISH A�+tl3 flEB1�tS FROM THIS WrJAK MUST NOT BE PLAC E0 IN PUBLIC SPACE,AND MUST BE C*, ARRED.UP HAULED AWAY�3Y EITHEI, pgNTRACToFi OR Eft y. s� TO COMPLY WITH, THS MECHANIC! LV� CAN'RESULT IN 'ME D ACt DtI C TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVp�ATI �QR I Al b ;APklCABLE PAOVISIpN$OFLAW. T s . . " 6IV t , IC BEACH BUILDING DEPARTMENT # i ? I t� ._....v........�...._...,......._.,,.�.�._,a,.._.. ,..�[,.bwA✓.sS v.a.�.. A�: ..,us' 'ri.u„r. .,w... BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, V_ORIDA 32233 APPLICATION FOR MECHANICAL PERMJT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: OF Intersecting Streets: +ween And BUILDING Sub-clivi:ion 142 /C_ II. IDENTIFICATION — To be completed by all applicants. In consideration of permit given for doing the work as described in th�> above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Nene of Mechanical McGowan ' s H e a t i n cr & Air— Contractors Contractor (Print) Cond. Inc . Master CACO-18970 Name of � M-48 Property Owner Signature of Owner Signature of or Authorised Agent, % ' ecf or Engineer III• MERAI INFORMATION A. Type of hosting fuel: B. IS OTHER CONSTRUCTION BEING DOPE ON c4nc THIS BUILDING OR SITES � ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT y (] Other — Specify IV. MlCHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessedentrel O Floor it New Building r Condit'aning: ❑ R m ental Existing Building ct System: Materia 44 u Thickn••• ❑ Replacement of existing system Maximum capacity ddb c.f.m. New Installation(No system previously installed) 13Refrigeration t—Extension or add-on to existing system ❑ Cooling tower: Capacity g.pm. ❑ Other — Specify ❑ Fire sprinklers: Number of head& ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY O .Gasoline pumps (number) (RKyIVOW) Q, Tank' (number) Remarks 13 LPG containers (number) Q Unfired pressure vessel 0 BMWs Permit Approved by Dal. b OMer — Specify Permit Fea LIST ALL EQUIPMENT AIA CONDITIONING AND REFRIGERATION EQUIPMENT Gp� Number Units Description Model Number Manufacturer ('parity A l 17 X12-14 Z HEATING - FURNACES, BOILERS, FIREPLACES capwApreftw Number Units Description Model Numbe r Manufacturer (>3Tf?)y W TANKS How Many Naatnal Capacity Type Liquid Ware*of Serial Apiw°ving and Dlasensfoos Contained Mattufaatmir No. J4"C7 r71/ - 12,647 OII:+ARTMENT OF;®iJlt.l All CITY OF ATLANTIC BEACH PERM 1"T INFORMAT IOSI ------- LOCATION INFORMATION - P rm,it Numb,or : 12647 Address: 490 MAIM STREET >sCiL` tat m t Ty e:PLUMBING ATLANTIC BEACH, FLORIDA 32233 Cfazs of H'cark:I#EW LROAL DESCRIPTION 4ons,t r. T jjo :WOOD FRAME .. S l c *.1.2 4 Lr�t : 3 Twp: 0 ircap4sac9r :SINOLE FAMILY Sectio w 0 Subd: Rng: ► _- Dwellings : 0 SUbdi4is .cn:SECTION R yE Est . Valiw + *Q0 ,0Pr6v . ; Cor t : 0.00 Total F' ', 2 : + . a, cunt 52. 5 «. Tltt - � Ty :.��� APPLICATION PEE t ° C HO I 52 A V r;F H 6 P ' C 7 N, : DPL MING A' JACK t FLA. 3221Q G l Exp: f /' 4 a.. NSE 4',01U 11��FO01S AND FOanNGS MUSt 8 " qT098F0RE.PU11IjNG P'EAW VOID SIX MONTHS A1;ti DA*CSF ISSUE B n NG MA#`I t. t JBI3ISH ANCA DEI R1SrFR t+I THiS WOflK MUST NO'I Pk�A N PUSUC SPACE,AND MUST BE u �UR ANt��4ULED:AWAY E�I�I 'CC)NTRACTOR OA OWNER " 1►1LU #�' � # � SAN RESJ1.7 INWICE WNBAENTS sweo ACCOADI TO ARPAOVED PLANS WHICH ARE PART OF THIS PERMit AND S wECT TO REVOCATI I ION OF AP i.1CA .E.PF 'ice OF'LAW. ATt NTIC SEACH WI ILDWG DEPAFI TMENT BM y7 ... .7:.. _ CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:— �/�o f OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMBING Co AND ADDRESS: P. 0. BOX 14663 TELEPHONE NUMBER: (9 0 4) 772-0900 C F C - 0 19 19 4 STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED J SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS z WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: z $3.50 + $15.00 = $ 1A /I i ------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF AND IN-ACCORDANCE WITH lt!g,ELECTRICAL REGULATIONS CODES AND CITY OF ATLANTIC BEACH ORDINANCES ��5 Z �A� IF 7V j 8 mson and Bryan Electric to. iLb8G0 83 ELECTRICAL FIRM: MASTIM E E _. NAME � �-- '�°�-°` ADDRESS: RFD BOX BLDG.SIZE "� — Y\�1 ,L BETWEEN: Cw h� C.)Lt `C z RES. 1 APT.( 1 COMM.( ! PUBLIC ( 1 INDUS.( 1 NEW ( ! OLD ( 1 REW. i ) ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( I S0. FT. SERVICE: NEW(� INCREASE ( 1 REPAIR ( 1 FEE _ CONDUCTOR SIZE AMPS a COPPER ALUM. —_.�e:-,. � Lam/ -� F SWITCH 0 B E ER ` MPS PH �W . C� V LT Y EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•JO AMPB. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OYER APPLIANCES i I I BELL TRANSF. AIR H.P. RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. 1KVA NO.NEON TRANSF. NO. VA. A. MOTOR SIZE SWITCH I FLASHER EACH SIGN FORWARDED $ TOTAL FEES 255 y �t RT1 t1ENT 'ow CITY OP ATLANTIC m. , 3. , -, PERMIT, INFt3R1 TI4 C Tl�iiFOR ION, 164 Addtreks�s«_ 4Q MAIN STREETbxTLAtTC BEACH, `I,tRI 131 32233 bfC? 1rC; tw ~$i , k; 129 Lt9tt3 Sup: (} , Coast r. TYPO:wcsa > Subd P flpc► ed US'6. MOLE FAMILY Sec�ic�>a Itwel l xar 0 � Subd v3.s�min:S9CTIQN H to vat. o. ,fl .00 iiprov. Coet: '3� ' 8 .f CM , ' Total 3,136. 12 rrunt 13 6 .12, t SIM, VR TION �. APPLICATION FEE 270 .00 . 1CIQ£� .. � SIC O SIT WAml '1~St IM `8E t L LOR I DA 3 2 I, 71 P �, 28 RADON CCAS-H;Ras a ORMAT I RADON CAB 8 4 t� .. �. _� ,r ay. #,9 :4tJ `F# t �s s y It3A LAS M�a� CAPITAL ' IMPR ,Q4 AswIRrXp IL + ]a ,t.,; 3= .+C°EC 'L 32256 C1�flsS C00ZcTIOP 36.OtJ a a • s rU V 5.00 tv gr Nt "1t A1.L Ct3tNCt?!t tS-I t ASD'F+( t'tNQS t��iS'f 11 E�L►"�'�R BEFORE Pt)ttIC�LWG A F PERMtT VOID SW MONTHS AFTER DATE OF ISSUE :.. - s , t J# MATE 1�,RUBBISH ANp DESAtl FROM Tests WORK MiJST N ��t,ACE�Ir N►t PUBt.tC SPACE,AND MUSS B " EtJ "ANC HAULE©AWA1f S'fP Eta tit CtJNTRACTDPR Q1ttER s rte. ` "" + Y ' F ' 1 ',�"'H M .0 ANIC, � LA SAN,F�ESULT #�1 OWNER E; DIN p NG TCi,APPt IE© t wR# ' HtCH ARE PART OF THIS PF,#Mlf AND SUBJECT TO OL A tC t�RMS cm AKANTIC fnWNT *� , , , tJ CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET :tdL_:ress ------- at e seated Square Footage Aft-(a r — 5 q ,ara66/,Shed c)l -3 s arport sq Deck _pel- Sit 0 P-a- i o TOTAL VALLIATION : 0-0 33 , C/ notal Valuation 1st 32-,,U.k 5 Remain - - ' ing Value $j per thousand or pertian theLeof. TOTAL BUILDING FEE + 1/12 Filing Fee 5P`' (0) Fireplaces @ $15 . OC! S 6 BUILDING PERMIT FEE > X70 . 01) WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP (9 CAPITAL IMPROVEMENT SEWER TAP M ) RADON (HRS . 0 0 5 SECTION H PAVING HYDRAULIC SHARES CU CROSS CONNECTION SURCHARGE . 0050 OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mecha rii ca I ;7.� ,ctric/New Electric/`1'F mp w j IT111',i n q 0 L V I t .1 D I peptic Tank S I(III -- Survey Other -'AL--ULATIONS and/or NOTES : RCPERTY DESCRIPTION CITY OF Eeacl, 1 800 5EAIINOI.E RO .-U) Lot 0-23 ___Block ��'` Section 'I•LAN'm BEACH.FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 Subdivision: � A- 6� G --- - and Zoning ,Street flame -�-- DESCRIPTION OF WORK or Address: _ _ --------- IS in a FLOOD HAZARD - X1- Flcod Zone:--------------area complete page 3. Brief Single Family Dwelling Description:_ Class of Work: (Hew/Remodel/Addition) New ZONING INFORMATION Type of Construction: Zoning Proposed District:-PUD----Use: Single Family ResidenceEstimated Value S �� 4� d. U" i Exceptions orMaterials: Sprucei Pinez FurS_ Pine 4l Variances Granteds --------- ----------- Solid or --------------—- ------------------------- Filled Grounds-Filled......Roo1:_$.j11BgjQa__ OWNER INFORMATION Method of Heating:__EjpQtrl>i__-___-_ Property Owner:-Jj-o r t--h--F l o r i d a Classic Homes Phones: 733-7300 "ailing -- -------- ------ -------------- Address------. Jacksonville, Fl. Zip: 32256 -^---------------------- p•------------- -`-- CONTRACTOR INFORMATION Contractor:----IIFo r t h----F l o r i d a Classic Home s Phone: 733-7300 Mailing -- --- -------------------------------- -------------- , Addreps s___ Sf]g 1yh;1 1;n 1Lgj Jacksonv_ lle� --------------------------- Zip: 32256License Number: CRC042504 Expiration 8_96 ----------------------------------------- Datet I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO VE TRUE ► AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORM. WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR MOT. TUC GRANTING OF A PERMIT DOES NOT PRESUME TO y 111�� GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL AULE5. 1r •+ �a•�- REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR Tir£ rl PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AHO SUPPORTING DATA HAVE.BEEN OR SHALL BE PROVIDED AS REQUIRED. /1' Pet � ' Owner Signature Date � t Contractor Sign ure .• ... ��,,, _ ----- - •---------Date-------•----- 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 & BATH (8) TUB OR SHOWER STALL (6) 12. 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) 1 DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) J KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ( ) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET 0 DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) g� TSHOP (2) SURGEONS SINK (3) ____,LAVATORY, SURGEONS (2) JACUZZI (2) I) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 6) 0-r' 0 $20.00 EACH $ `7'f©' 0 0 JOB INFORMATION -Wo m/f.-//o sr SUMMER CALCULATION''; CION\:; .:it:`i4"1:a`iw i`i.`.di i`21C i`n�rv•J_i�e...'1�J,...T...ip J.J.J..AJ.a.��.J.J.a.,a.�.J.�F J".f.�..J.i`i�iC i".i:C i"is a.J,a_J"is i.a.J.a.J".ii`i�a"J..iC s�iC,'n..J..s,ak J.ii y.a..ap...n''C-si:`C i^.a. _....: T3ASV GLASS ASS.. .... _. ._ _._-_. _-. ORlEN AREA x HSPM = POINTS TYPE SC ORIT?N AREA x SSM x SOF POTNTS _.._ _._.._._ _ __.-. ..._ _ ._._..._._..._.. --..__.---.. N 15 . 00 65 . 8 987 . 0 SOLS t;:l/E N 15 . 0€3 4€3 . 7 . 90 548 . 9 E 29 . 00 65 . 8 1908 . SOL CL.IR F 15 . 0 84 . 9 . 88 1 1 19 . 1 SOLI (LAST R 1 4 . €.x 84 . 9 7T, 887 . 8 S 54 . 00 65 . R 303 . 2 ; `ICL, C; YR S 20 . 0 73 . 2 84 1223 . 0 sc-1, c.I-R S 34 . 0 73 . 2 . 89 :'223 . -------------------------------------------------------------------------------- . 1 5 x COND . FLOOR / TOTAL GLASS = ADJ . x CLASS S _ A J GLASS GLASS AREA AREA FACTOR POINTS POINTS ; PO TNTS ... _._..._._....____..._...._..__ _......__._.._....-._._._._...._._..._.__._ _...._.. . 1 r 1 ,094 . 00 98 . €30 1 . 6714 0 , 448 . 4€3 10 , 797 . 78 6 , 0€32 . 19 NON^GLASS-------------- AREA _--_.._.__.-__-._ -_.__AREA x HSPM = POINTS TYPE R--VAL,6: F AREA. x SPM = POIN'T'S -------------------------------------------------------------------------------- WALLrt------------------ Ext -_ - __._...____...__._.._F.xt: 923 . €3 . 9 83€3 . 7 Ext. Wood Frame e 1 1 . 0 923 . 0 K70 7€3 1 '."x09 . 1 Ad_j 2:38 . 0 . 7 166 . 6 ; Ad,j Wood Frame 1 1 . 0 .238 . 0 . 70 166 . 6 DOORS-_.. _ -._.._....-..__. -_...._... -___... Ext. 2€3 . 0 €T . 1 122 . 0 ; Ext Insulated 20 . 0 4 . 1 €1 82 . 0 Adi 18 . 0 2 . 4 43 . 2 Adj Tnsulatod 18 , 0 1 60 28 ,8 UA 1094 . 0 . 0 050 . 4 Under Attic 3€3 . €3 i 1 G2 . €3 . 00 601 . 2 Undpr Attic 19 . 0 `k2 . €3 1 . 1 0 08 . FLOORS---------------- Sib ---__._.._-._.--__--.-_SIb 163 . 0 -37 . 0 -6031 . 0 ; Slab-on-Grade . 0 163 . 0 -- 41 . 2€3 -6715 . 6 INFILTRATION----------- 1094 . 0 _._.___._.-..--.-- 1 €394 . 0 8 . 0 8752 . €3 ; Practice #2 1 €394 . €T V00 8752 .0 TOTAL, SUMMER POINTS ; 15 , 337 . 68 1€3 , 014 . 49 TOTAL x SYSTEM = t;t,1<)I: ING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULL POINTS €OMPON RATIO MUL T MULT MUL T POINTS _.__.__._.__.-.__..__.._-__...__._.____._.___-...._____.._..__._._._.... -.__ ____.__._ _ 1 5 , 337 . 08 . 37 S , 674 . 94 ; 1 €3 ,61 4 . 49 1 . € 0 1 . €370 . 340 1 . 000 3 ,861 . 55 WINTNR CALCULATION ; BASE AS- BUILT GLASS-- ------- -------- IOINTS ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA WPM WOF - ------ ----- ----- -- - ------------- ------------------- ----------- ---------- ---- N 1500 -10 . 6 - 159 , 0 SCL CLR N 15 . 0 13 . 8 1 . 09 225 . 8 E 29 . 00 -10 . 6 -307 . 4 SGL CLR R 15 . 0 -30, . 27 SCL CLR F 14 . 0 -3 . 8 --- . 50 26 . 8 S 54 . 00 - 10 . 6 -572 . 4 SGL CLR S 20 . 0 -24 . 0 ' 90 -431 . 1 SGL CLR S 34 . 0 -24 . 0 . 94 -767 . 0 -------------------------- -- ----------- ----------------------------------------- . 15 x COND . FLOOR / TOTAL CLASS = AGLASS ADJ GLASS CLASS AREA AREA FACTDJOR. POINTS POINTS POTNTS ------------- --- -------------------.... ---------------------------------- --------- . 15 1 , 094 . 00 98 . 00 1 . 674 - 1 , 03a . 00 - 1 , 739 . 46 -960 . 74 NON GLASS__,....-_ -___-_-_--_.. ARE{,A LASS------------- AREA x BWPM - POINTS TYPE R-VALUE AREA x WPM z POINTS WALLS---_.__---_.-_--_..- -.- Ext: ALLS---------------- Ext 923 . 0 2 . 2 2030 . 6 1 Ext Wood Frame 11 . 0 92V0 V70 3415 . 1 Ad j 238 . 0 3 . 6 856 . 8 1 Ad Wood Frame 1140 .233 , 0 3 . 60 556 . P, DOORS------------------ Ext 20 . O 120 246 . 0 ExL Insulated 20 . 0 8 . 40 163 . 0 Ad 18 . 0 11 . 5 207 . 0 Add lvsulaled 18 . 0 V00 144 . 0 CEILINGS-------------- UA 1094 . 0 1 . 2 1312 . 8 Under Attic 30 . 0 1102 . 0 1 . 20 132? , /4 Under Attic 19 . 0 62 . 0 2 . 00 124 . 0 FLOORS----------------- Slb 163 . 0 8 . 9 1450 . 7 Slab-on-Grade . 0 163 . 0 18 . 80 3064 . 4 TNFI.LT RATION----------- 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 CREDIT = HFATTNC W I N PTS MULT POINTS COMPON R AT 10 MU LT MULT MULT PO]_NTS ------------------------------------------------------------------------------- 12 , 460 . Obi . 55 6 , 853 . 02 1 16 , 229 . 56 1 . 00 1 . 070 484 1 . 000 8 , 404 . 96 J J"J..J.J.•.Y..J,-IY. r'4'�l%4 vA OX.J"k!s Jk IC iA«'Y.Jn,F Ja'\J+J.iv,.A..1\%C.y,Ii J••ui�%iF J.J,.J4 Jn J..J4 iF It i •�.•Jf J ii il�.JIB�%t!M to si Y4 sF"Y•,r,'t nv f r /. d4 eA I. A Y fh K.A M1 K ♦ d f4.h .rA,Y M K(K} 1,j1]/(h hp WATF J:aJ4�n�is n"d4(�sr e'".in n«iY"a4'i"J•iY J«%F R\iv/JY"I4 s\n is t\J..J«.J...I,.J.J«„Jn I4 in ik n J”Jn J`ix iv��Jy JM.t.•_Y..J..J.J.J.,J«J.s"fl!u+v J4 icy i�i4 i�sY�Jiu�%M�Y dL!4 i�i•./"Ji,'r..J.F..l,.;w J. A t 4 Il /Y J4 K 4 \K K !h 1 Y K. Ik : /R ri M1 IA/l IA M/4 4 • . A A l 4 M IY. /l BASE :-�n �:_: AS_rlrlTr_,T NUN OF x MhT,,`(T TOTAL TANK VOLUMF FF TANK x MU6 T x CRRDTT -OTAL, ltEURMS RATIO I mull, ------------------- ----------------------------------------------------------- 3 3803 . 0 11 , 4€I9 . €]€I ; 30 . 92 1 . 000 3 f r.3€3 . 7 1 , 00 1 €I , 91V €1€I M1 K M K I4 M K o ri CR D K K Y Y /Y/4 K,A K fk K M1 44/4 M M1 I\/Y M M I4 M M1 A/Y. 4/Y 4 W K Y4 K.IY aa. 4 K /4 Y K M K d4 ri 1 M1 dY I4 '4 SUMMARY n h A n%A%4/JA%\lY B4%4"M%A lk%(�1L/J4«fk�iY"i4 Ik JI4%4%Y4!4"IM A%A I4%4%�IV%M./4 AY%Y I1.Irk AM R"/4 J/l A%�dA%F IN�%k IF✓Y%A%M%Y%�%Y h IY h 4F YJr«i h/�ii I4 J/C M M s.n i�C iC�Iv iC%iu:J'C n aY I3AS[i; v :.: AS;I3L1TLT - f COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS 1,. POINTS {- POINTS = POINTS POINTS + POINTS +- POINTS = POINTS ._.. 5674 . 9 68S3 . 0 11409 . 0 23 , 930 . 96 3861 . 6 84€ 5 . 0 10916 . 0 2:3 , 1 €37 . S2. EPT 96 . 85 ' RN{(RGY G(UNK Pyr duiai | ',d Lm[urmai Km of the EPI rating mmmbrr or for any ITEM listed , ask your Builder [ot DPI- 96 . 8 DCA Form 60DA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 . ________________________________------>L-- � The maximum allowable RPT is 100 . Tho lower the HPI the more efficient the home RESIDENTIAL KNURQ7 PERFORMANCE RATING SBRD7 lIRM HOME VALUE low EFIicjmmcy High Rfficieur`/ SING[ CLR DBL 7T07 WINDOWS . . . . . . . . . . . . . . . . . . . . . BinQle Clear / 7(-------------------- | IKT7LAIIQN . . . . . . . . . . . . . . . . . . K-10 R-3O Coiling R-nuloe . . . . . . . . . 30 . 0 / --------------------]( ' . . K-Q B-7 Wall R-Value . . . . . . . . . 11 . 0 ' --------------------JC� R-Q R- ? 9 Floor R-Vu]m* . . . . . . . . . O . 0 ' 7[-------�------------ ' / / A[R [%>N0IZI8MER . . . . . . . . . . . . . 1D . 0 SEER 17 . 0 SEER . . . . . . . . . . . . . . . . . . . . . . 10 . 0 ' %-------------------- ' ' . HEATING SYSTEM . . . . . . . . . . . . . . 6 . R 0SPP 72 . 0 Electric 8SPF . . . . . . . . . . . . 7 . 0 | X-------------------- ' ' WATER HEATER , . . . . . . . . . . . . . . . 028 0 . 96 Electric 8F . . . . . . . . . . . . . . 0 . 92 ' ----------�X---------- / . . 0 . 54 0 . 90 GasBp . . . . . . . . . . . . . . O . Q() / --------------------- ' ` . 0 . 40 0 . 80 SolarEF . . . . . . . . ^ . . . . . / --------------------- / . ' OTHER FEATURES . . . . . . . . . . . , . . ' . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' Z certify that these emerg>/ saving features required for the Florida Energy Code have been installed in this house , �n�Idmr Address : ___Signatmre :_ ate : City/%i Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs 0L-EPL CA0D93 SERIAL # 71 % Resmanu0c ) 04-18- 1996 WHO 11F HOU S fl" HEAT GAIN / HEAT LOSS CALCULATION USING VLA/RES(e) DATA 1011,0; ( BASED ON A . C . C . A . MANUAL J - SEVENTH EDITION ( e) 1986 by A . C . C . A . 1 Project name 1094 Address LOT 5 HIDDEN VALLEY city/St: aLe Owner Builder NORTH FLORIDA CLASSIC RVAC contr . McGOWAN' S A/C Cond Fl Area: 1094 SF * GLASS/SF RATIO 9% * House Faces : EaK * climatic Conditions & Design Conditions * ---------------- -------------------------------------------0------------- --- Geographical Location : Florida : 'Jacksonvilk, -------------------------------------------------------------------- ----- ---- North Latitude / Elevation 30 Deg , / 24 Ft . Above Sea Level Outdoor Winter Dry Bull) 32 Deg . F Indoor Winter Dry Bulb 70 Deg . F Winter ( Actual ) Temp .Diff . 38 Deg . F Winter Temp . Diff . (wTd) 40 Deg . F Outdoor Summer Dry Bull) 94 Deg . F Outdoor Summer Wet Bulb 77 Deg . F Outdoor Summer Rum . Ratio Cr/Lb 114 Indoor Summer Rei laltivee Rum . 50% Indoor Summer Design Gr/l,b , 49 Indoor Summer Dry Bull) 75 Log , Ti Summer Daily Range 19 Deg . F M Summer (Actual ) Temp .DifE . 19 Deg . F Summer (User Sel ) Temp . Diff . ( sTd) 20 Deg . F,' --------------------------------------- ---------------------------------------- * HEATING SUMMARY * 1234 DAT * COOLING SUMMARY * SUBTOTAL 21 220 . 04 : STRUCTURE SENSIBLE 9825 . 46 ! MECH .VFNT- 100 Cfm 2090 . 00 ! SENS . + MECH . VENT 11915 .46 ! TEMP . SWING @ 3 DEG , 1 . 00 ! OCCUPANT/APPLTANCE 3000 . 00 DUCT LOSS 1061 . 00 113UCT GAIN 1491 . 55 TOTAL LOSS/BTUH 22281 . 04 ! TOTAL SENSIBLE 16407 .01 : TOTAL LATENT 6629 .56 ! SENSIBLE + LATENT 23036 , 57 20% OVERSIZE FACTOR 4456 . 21 120T SENS .OVRSZE FTR : 3281 . 40 ACTUAL + 20% OVERSIZE: 14915 . 46 ISENS . + 20% OVERSIZE: 19688 . 41 UTG FTR = 43 , 2 CLG FTR = 22 . 7 ICLG DESIGN CFM 723 . 41 EQUIPMENT SELECTION * EqT MANUF CARRIER CU MOD # 38YCB024-3 AHU MOD # FA4ANF0300 HTG INP/BTUD HHG OUTP/BTUfl AFUE/HSPF 7 TYPE UP SENSIBLE BTUH LATENT BTUH 23800 TTL CLG BTUH 23800 TONAGE 2 ( S)EER 10 CLG CFM 1000 HTG CFM 1000 v I it S j."y f r N ,w R c,s lido 11 t i a 1 1141 i I d i. Raters Name GHAPTT MILLER R a t c r s C:e r (. i f i.c a t: i o n # 044 St: root: Addross 11011, 5 C i t:y III UDEN VALLFfir' C"o x A ri ty No County Frpu l , CL fimae zone : NOR"I'li End Use Pcic"I CosLs Sit.e Fiiorgy fi;wierg y Scoro Site (,osts (;o: t: S(,,)r(,, $ MB 1.ki $ c o 0 t i n g 87 11 o a t j.r1 g : 23 . 7`_3 8 . 5 81 1 €;fir Light i ng 23 . 73 5 42 59 36 Mise ; ..33 . 13 5 . 4 63 127 60 R e f r-i g 2"3 . 7"3 5 3 42. 126 37 Hot WaLcr : 23 . 73 12 . 4 40 294 14 Uryer 23 . 73 - 6 65 61 27 Stoves 23 . 73 2 2 6 5 51 33 Pool. 23 73 0 0 a 0 0 TOTALS 142 . 6 68 loll 5F) E s t J.ma-L o d A r1 r,(i a-1 S J 11 c, IT ri,c-.,r g y 11:x(. := 4.262 M I I js Est ima L cd Annual Purchas(,d Energy Cost: $ '= 1011 . 41 Total Energy Rating ( Eriorgy 68 . 12 1 Total ("ost Rat-ling ( (",ost Score) :-- 54 51 Pat ifig Rangc Low Use l.,cfw C 0 s L 1-1 i.g b 11 S e Iii g h (;fast: M B J,u $ MB t,u $ Cooling: 1 . 3 28 21 . 0 467 11(--,a at:i.n,g: 1 . 8 39 37 . 6 502 Light t ing: 0 . 7 17 3 . 7 83 Mise: : 1 . 2 28 12 . 4 277 Refrig . : 1A 30 8 . 2 182 Hot Water : 1 . 1 11 20 . 0 339 .D r-,Y e T, 2 . 1 20 3 . 4 76 S-L.o v c 1 . 8 17 '2 . 9 69 Poet 0 . 0 0 0 . 0 0 TOTALS 11 . 4 190 109 . 3 1996 OW N E R/AGE A'T'R -----------