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1862 Tierra Verde Drive (vault) iss CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 19 Application Number . . . . . 09-00000004 Date 1/05/09 Property Address . . . . . . 1862 TIERRA VERDE DR Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------- Application desc WIRE ROOM ADDITION 200 AMPS ---------------------------------------------------- Owner Contractor ------------------------ TERRELL, JERRY L. BROOKS & LIMBAUGH ELECTRIC CO 1862 TIERRA VERDE DR. Q/A BROOKS, CHRISTY ATLANTIC BEACH FL 32233 42 WEST 8TH ST. ATLANTIC BEACH FL 32233 (904) 241-9051 --------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date . . 7/04/09 ------------------------------------------------------------- Fee summary Charged Paid Credited Due ---- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 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 •- �+• BGG SEMiNOLE ROAD,ATLANTIC BEACH,FL 32233 OVRR- OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DE PT@COAB.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1:JOB ADDRESS: 2.IS.THIS_A SUB PERMIT: 3.DATE. Tie r V i^ C1G ❑ ES PERMIT :- R I C)_—Y 45 115 q PROPERTY OWNER:: .4.NAME: I5.,D ^SS!=OIFFERE`JT ROt:"JG3 A CRESS 6,PHONe: C - ELECTRIC L CO TRACTOR: o.A,�-R1--- r(-,{}.Z L36at ree, 9.STATE O I,3rV2,? 10.CELL PHONE: 11.FAX NO.: -96 12.EMAIL ADDRESS: JJ{{��vv / 1 FJGygNE: ^�1I 14. C1 CS 1 15.Application is hereby made to obtain a permit to do the work and installations as indic ted. I c 1 that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit become n 11 nd oid i w is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)mon s ny e e ork is commenced. CONTRACTORS SIGNATURE: s18:;PLASS OF WORK: 17.SERVICE: "' 18: SER MBER: _ .. ._ 0'MULTI FAMILY-#OF UNITS: 9-RESIDENTIAL ❑SINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL ❑ADDITION ❑TRAILOR 19.BUILDING: 19. URRENT CODE: ❑ALTERATION ❑SIGN ❑NEW 05 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL?SPA ❑REWIRE OTHER: Y' LIST ALL ELECTkiCAl(VORK: 20.TYPE OF SERVICE: ❑ OVERHEAD V-1-11 UNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH:_� W: VOLT: _ RACEWAY SIZE: s 25. FEEDERS: #of_J_ AMPS:LA0 DD #of AMPS: 'OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27. FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ❑YES ❑ NO 29.31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS:Yr— 31-100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0-30 AMPS: ?i 31-100 AMPS: OVER 100 AMPS: 32 AIR CONDITIONING: #OF UNITS: 7-- COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: Y COMP. MOTOR HP RATING: ✓ AMPS: HEAT KW: 33.MOTORS: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34.TRANSFORMERS: UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 35.MISCELANEOUS REPAIRS:. DESCRIBE IN DETAIL: COAB FORM BLDG02:REVISED:1/10;2006 `�-- CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001473 Date 10/29/08 Property Address . . . . . . 1862 TIERRA VERDE DR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc addition 5 fixtures ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TERRELL, JERRY L. ADVANTAGE PLUMBING 1862 TIERRA VERDE DR. GREG GAUSE INC. (DBA) ATLANTIC BEACH FL 32233 941 11TH AVE S JAX BEACH FL 32250 (904) 247-9848 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/27/09 ------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 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 07- I I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 7 .�r OFFICE:(904)247-5826•FAX NO.:(904)247-5845 t'� / BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: 3.DATE: ❑NO Atlantic Beach, FL 32233 JEIYES PERMIT#: PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: l 1 - I.-PAPA Row- PLUMBING CONTRACTOR: 7.NAME OF COMPANY: 8.ADDRESS.: �, O !� 9.S TE OF ORIdA L CENSE N �� 10.CELL PHONE: _ 11.FAX NO.: 12,EGMAAI'L ADDRESS: 13.OFFIC HONE: 14. �. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify 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. CONTRACTORS SIGNATURE: 15.NATURE OF WORK. 16. 17. 18.CURRENT CODE: NEW [1'06 FLORIDA BUILDING CODE- 0 RE-PIPE PLUMBING ❑OTHER: 19.NUMBER OF FIXTURES: BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL �� SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER (SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = �s r S, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 J INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001495 Date 11/04/08 Property Address . . . . . . 1862 TIERRA VERDE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 2 cu 2 ahu ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- TERRELL, JERRY L. HUXHAM HEATING & AIR 1862 TIERRA VERDE DR. 2101 FLORIDA BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 246-6721 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 115 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/03/09 --------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 115 . 00 115 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 115 . 00 115 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. "' ..- CITY OF ATLANTIC BEACHF7 O p CC77 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUI LDING-DEPT@COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: 3.DATE: 11� NO g t � dyq Oz- P?ES PERMIT#: [� i PROPERTY OWNER: 4.NAME: f.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: MECHANICAL CONTRACTOR: 7. AMEOFC MPANY: L 8.ADDRESS.: c� r�/�IJI Iv-(f- R0t4'c)/2 A410d 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: (!�14C0 1ra,�)--,"2s91 5L(- & -037 12.EMAIL ADiSS: /7 C 13.01 ICE PyONE:_ 7�2 I 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null a�d 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 wor�;is commenced. CONTRACTORS SIGNATURE: 15.CLASS OF WORK: 16.BUILDING: 17.SERVICE: 18.CURRENT CODE: CMNEW INSTALLATION NEW !PRESIDENTIAL ❑'06 FLORIDA BUILDING CODE- REPLACEMENT OF EXISTING SYSTEM QI EXISTING,- ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER MECHANICAL EQUIPMENT TO BE INSTALLED: 19. HEAT: ❑ SPACE ❑ RECESSED fry CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM ®'CENTRAL 21. DUCT SYSTEM: MATERIAL: 1=/e-e THICKNESS: f S MAX CAPACITY: %'C cfm 22. REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: Spm 24. FIRE SPRINKLER: NUMBER OF HEADS: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27. FIREPLACE: PREFABRICATED: MASONRY: 28. IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29. GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. IVALUE FOR OTHER ITEMS: 31.COOLING EQUIPMENT: AIR CONDITIONING REFRIGERATION EQUIPMENT CONDENSORS ETC. NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY L/Tu%23 03 '/j w�23o l cS cos'%_*J 32.HEATING EQUIPMENT: FURNACES BOILERS FIREPLACES AIR HANDLERS ETC. NUMBER APPROVING OF UNITS DESC TION MODEL# MANUFACTURER BTU AGENCY 33.TANKS: TYPE LIQUID APPROVING NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLDG04:REVISED:1/10/2008 Permit Revision/Clarification Residential Addition for Jerry & Sarah Terrell 1862 Tierra Verde Dr. Atlantic Beach, Florida 32233 ti ti City of Atlantic Beac rmit o. 08-1085 Contractor: JMA Contracting, Inc. PO Box 140010 Gainesville, Florida 32614 RE: Window Product Approval Data and Florida Building Code 1609.1.4 Protection of Openings REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL ' REQUIREMENTS AND CONDITIONS. FILE COPY DATE: - REVIEWED BY: fil k JMA Contracting, Inc. December 5, 2008 Mr. Mike Griffin Building Official City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, FL 32233 Re: Window Product Approval Data, Permit No. 08-1085 Dear Mr. Griffin, As I am sure you are aware, this project is located in a window-borne debris region, as defined by the Florida State Building Code. Florida Building Code Section 1609.1.2 entitled "Protection of Openings" calls for glazed openings in these areas within 30 feet of grade to meet Large Missile Impact requirements. This section also provides an exception to this requirement if the windows are installed in a one or two story building whose roof height does not exceed 45'; are protected by 7/16" wood structural panels properly anchored per Table 1609.1.2; have a span of not more than 8'; and are subjected to winds not exceeding 140 mph. This project meets all of these requirements. In accordance with my parents wishes I will be installing windows with structural wood panels for protection in lieu of impact rated windows. Plexiglas hurricane shutters already protect the rest of the windows in my parent's house so this will maintain uniformity in how they are prepared for storm season. I am enclosing new Product Approval Datssheets with this letter covering the windows actually being installed. If you have any questions, please give me a call at 352-682- 5229. Thank you. BlTerr7yerre t d P.O. Box 140010 Gainesville, FL 32614 (P)352-332-8632 (F)352-332-6309 E-Codes Page 23 of 45 9a„1609.1.2 Protection of openings.In wind-borne debris regions,glazing iri buildings shall be impact resistant or protected with an impact resistant covering meeting the requirements of SSTD 12, ASTM E 1886 and ASTM E 1996,ANSI/DASMA 115(for garage doors and rolling doors)or Miami-Dade TAS 201, 202 and 203 or AAMA 506 referenced therein as follows: 1t„1.Glazed openings located within 30 feet(9144 mm)of grade shall meet the requirements of the Large Missile Test. 1by 2.Glazed openings located more than 30 feet(9144 mm)above grade shall meet the provisions of the Small Missile Test. 1b,3. Storage sheds that are not designed for human habitation and that have a floor area of 720 square feet(67 m2)or less are not required to comply with the mandatory windborne debris impact standards of this code. U.4.Openings in sunrooms,balconies or enclosed porches constructed under existing roofs or decks are not required to be protected provided the spaces are separated from the building interior by a wall and all openings in the separating wall are protected in accordance with Section 1609.1.2. Such spaces shall be permitted to be designed as either partially enclosed or enclosed structures. Exceptions: b, 1. Wood structural panels with a minimum thickness of 7/16 inch(11.1 mm)and a maximum span of 8 feet(2438 mm)shall be permitted for opening protection in one-and two-story buildings.Panels shall be precut so that they shall be attached to the framing surrounding the opening containing the product with the glazed openings. Panels shall be predrilled as required for the anchorage method and all required hardware shall be provided. Attachment shall be designed to resist the components and cladding loads determined in accordance with the provisions of ASCE 7,with permanent corrosion- resistant attachment hardware provided and anchors permanently installed on the building. Attachment in accordance with Table 1609.1.2,with permanent corrosion resistant attachment hardware provided and anchors permanently installed on the building is permitted for buildings with a mean roof height of 45 feet(13 716 mm)or less where wind speeds do not exceed 140 mph(63 m/s) lb,,2.Glazing in Occupancy Category I buildings as defined in Section 1604.5,including greenhouses that are occupied for growing plants on a production or research basis,without public access shall be permitted to be unprotected. `b..3.Glazing in Occupancy Category II,III or IV buildings located over 60 feet(18 288 mm)above the ground and over 30 feet(9144 mm)above aggregate surface roofs located within 1,500 feet(458 m)of the building shall be permitted to be unprotected. FIGURE 1609 STATE OF FLORIDA DEBRIS REGION&BASIC WIND SPEED http://ecodes.citation.com/egi-exe/cpage.dll?pg=x&rp=/indx/ST/fl/stib200vO7/st fl_st_b2O... 12/8/2008 E-Codes Page 25 of 45 TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS i FASTENER SPACING(inches)t2 Panel 2 foot< 4 feet< 6 feet< FASTENER Span<2 panel Span Panel Span Panel Span TYPE ft <4 feet <6 feet <8 feet #8 Wood screw-based anchor with 2-inch 16 16 10 8 embedment length' #10 Wood screw-based anchor with 16 16 12 9 2-inch embedment length' '/4 Lag screw-based anchor with 2-inch 16 16 16 16 embedment length' For SI:1 inch=25.4 mm,1 foot=305 mm. 1.This table is based on a maximum wind speed of 140 mph(63 m/s)and mean roof height of 45 feet(13 716 mm)of less. 2.Fasteners shall be installed at opposing ends of the wood structural panel. 3.Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having a minimum withdrawal capacity of 1500 lb(6673 kN). to,1609.1.2.1 Louvers.Louvers protecting intake and exhaust ventilation ducts not assumed to be open that are located within 30 feet(9144 mm)of grade shall meet requirements of an approved impact-resisting standard or the Large Missile Test of ASTM E 1996. U.1609.1.2.2 Impact resistant coverings. b,1609.1.2.2.1 Impact resistant coverings shall be tested at 1.5 times the design pressure (positive or negative)expressed in pounds per square feet as determined by the Florida Building Code, Building Section 1609 for which the specimen is to be tested. U]„1609.1.2.2.2 Impact resistant coverings.Impact resistant coverings shall be labeled in accordance with the provisions of Section 1714.8. U.1609.1.3 Optional exterior door component testing.Exterior side-hinged door assemblies shall have the option to have the components of the assembly tested and rated for impact resistance in accordance with the following specification: SDI 250.13. 1bY 1609.1.4 The wind-borne debris regions requirements shall not apply landward of the designated contour line in Figure 1609.A geographical boundary that coincides with the contour line shall be established. to..1609.2 Definitions.The following words and terms shall, for the purposes of Section 1609, have the meanings shown herein. HURRICANE PRONE REGIONS. Areas vulnerable to hurricanes defined as: 1.The U. S.Atlantic Ocean and Gulf of Mexico coasts where the basic wind speed is greater than 90 mph(40 m/s) and 2.Hawaii,Puerto Rico,Guam,Virgin Islands and American Samoa. http://ecodes.citation.com/cgi-exe/cpage.dll?pg=x&rp=/indx/ST/fl/st/b200vO7/st_tl_st_b2o... 12/8/2008 PGT Industries, Inc. Series SH4000/SH4001 Single Hung Windows Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 08/03/2005 Date Validated 08/12/2005 Date Pending FBC Approval 08/14/2005 Date Approved 08/24/2005 Date Revised 10/30/2008 --------------- ----- ------- ---- Summary of Products FL# JlHodel, Number or Name Description 1435.4 SH-4000/4001 Aluminum Single Hung Window Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- PTID_1435_R2_I_Anchorage.pdf Other: Not intended for use in the High Velocity PTID_1435_R2_I_FTL-4558.pdf Hurricane Zone. Configurations qualified include PTID_1435_R2_I_FT-L-4559.pdf 1/1 (equal lite) and ProView configurations, with Verified By: standard, Radius, or Arch top. Rating is H-1155 Created by Independent Third Party: 53.125x76 (SH-4000 flange), 52.125x75 (SH- Evaluation Reports 4001 fin). Please see test reports FTL-4558 and Created by Independent Third Party: 4559 for other product description and test information. Back Next DCA Administr ion Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved.Co right and Disclaimer Product Approval Accepts: ® ® eClceck sec .d �.� A/►HOVE vc.rr http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2OD... 12/8/2008 Auml:,&Jum sr.^J &LC t+J/"JC-r- MIAK" MIAMI-DADE COUNTY,FLORIDA {� METRO-DADS FLAGLER BUILDING BUUMITiG CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O.Box 1529 Nokomis,FL 34274 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"SH-4000"Aluminum Single Hung Window APPROVAL DOCUMENT:Drawing No.2736,titled"Alum.Single Hung Window W/STD.MTG.Rail", sheets 1 through 7 of 7,prepared,signed and sealed by Robert L.Clark,P.E.,dated 12/15/044 with revision"F",on 09/20/06,bearing the Miami-Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process_Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#05-0104.05 and,consists of this page I and evidence page E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No 06-0706.04 . b Expiration Date: September 30,2011 lo`7A� Approval Date: October 19,20W Page 1 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised Anchor Calculations,ASTM-E 1300-02,and structural analysis,prepared by PGT Industries,dated 09120106,signed and sealed by Robert L.Clark,P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial,dated May 11,2001,signed by Robert L.Clark,P.E. "Submitted under NOA#04-0714.06" 2. Laboratory compliance statement as part of test reports for Test Report no.ITL-2959, 2960,2%1,2%2,2963 and 2964,issued by Fenestration Testing Laboratory,Inc., signed and sealed by signed and sealed by Antonio Acevedo,P.E. "Submitted under NOA#040714.06" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code(FBC). 2. Notice of Acceptance No. 05-0104.05,issued to PGT Industries,Series SH-4000 Aluminum Single Hung Window,approved on 03124/05,and expiring on 09/30/06. Jklme D.Gascon, .E. Product Control Division NOA No 06-0706.04 Expiration Date: September 30,2011 Approval Date: October 19,2006 E-2 � 1� L til� � v O• <A A ® W N xI�` vim n m >� m - a xmx m O x �x0 m O = f7 �mi7c)mj�r g Mr m �c mx o-4 -4zw z Latin ti,. �3b+ =Cv � e> >29, mU7 S 'n A m Z m � OG�Tr - rgZ �i0pgry f�nN 35 n2(iyi<(A=� c vpy�OQa�}m ��, �' m m NT LSib A0 Oc m m ��SSASO�rrQe 4r0mcmyz(y�=�11m sy 2 D z- m me m0 Zfm2ml-9 Z mtl :4( 5D`�TAW 1m Nc0 A_Z"2tn C:TZ ota' 0 nm � A mDDx `- g >m rx r�r �' viAzui`fn' �' (j A Z�y OZbN m(u D2 m; m m> MZ7mZzz Z y v x i RTOOO i oWm �250�r O}j nm o mm maomoa00Mo Z v Y moa m"�oa`"o M za 290 oim v 2 Zm S.F, Z mO m r a O-D 0--4 �-4 M � D M!q Mow m O N m m�� 0. �Vm �y cai m A O ami �m �g v zEn -Z <_ Q a tit mo{ cc�ii ;D?a' m >� rqn m yrn � q zi x i r m -4m O n0 Gov rS C .' �1 z �1 O m D �m 2 �q O r CD O mEn H C 2 i G7 f0 = N ^' m fA (n Z o � (2� 9 ]C m p on �m 3;z 0 0 Ix Ir x X'is Y g C n qC S ID R 1 O m A O O m C ` IM a" Z r- r m X o Z . rrrl O D L3 6" col 2 � O Z E � rn cn 47 z0�_ w zom . a 0-4 0-1 Vill L NN��ZD m O 0 �z ,cmi AmNz mug. v,-a zA . o �cC f �7CrN C N� : mt Hm i Fn = i 0 e�v al 40k, r w» ren a L ® )| §` § ` � 0 ° m| § � mom � _: | m ;u(D - - $ & i 2 r7 \ \ / R | k \\ § ( \ G) | ƒ & 2 i Q � � _Aco % K ( t 4 a § 2 f> § § § 4 cr) kq� K t U \rn � z ~ d {\ p w a& W 0 G) ]§ \ � �%� O 2k 7@ g \ O 2 m � � \ � \ _ % � a z§ z ; _ c 2 F O N) S 9 m �_ 7 \ IN § $ * m §7 x ■� m 0 G K3 ( { m k $ z �¢ 2m K( ■ � � � �■ 40'U n XYZ x w pp 3 00 3 cc Uo o m -GAS m p O jn a Q D m a m a !n a in T+ in y cf m > m _ -,� z „ _ _ „ = T = T _ M s ,� _ -n N a t + t + + t + + + + + + + + .. + + + + + + + + + ul rn . rn W 9 m 8 op rn V V r J V V V wV V -1 V -1 V V V V V V V V V V V V '-d V --4 N t `y, o ctio 0 0 a o 0 0 0 0 o S o o a o 0 a o w o a m 0 0 o d d o a a o 0 o b a 0 0 0 0 0 N + + + + + + + + + t + t ' t + + + t t wUwrn om V V N V V V V V V V V VV WUn cc 6 � o rn o o rn w b w� o 01 b N O O V O O W O O N O O 0 O O 0 O O O O O O O O O b a cc+�� + { + zOO� z 01 C/ + t + . . f { t + . t (+� + (+� t CA t O./ SGtdf (W.� tQ.I Ot Q0+ WL" Oc0 CD . . . w w . b 0 � to -1 -F 4 V V V V ^J V -I � � i Zv V V V V V V V r7 V U co FD N Z O K x X O m rr cn a m W 01 rD Gn �l 4J V tD V O Q W O � CO G O m 4 O O O O O O p Q �tlr t t t � t + (tit t At stn ftp .tp +n (+� t t tt� stn + tl+� stn stn ftp �t7t { stn �.n S Gn 9 W �R � � Of w � 6l OD 6s ,�ii W 001 �i i,I V V Q V v a V 4 V V V V n W g 01 W m N Ou O O O d O OD O N O P O QI � W � O 61 O O Q A d r � � m + + } + + + t { +f ,. p+ + + t + t t p+ w{ t + + {n + + �s Z O c071 w d cn W `�` c`n„ w O ," w O u W 7' W w 5'n - W Cl) m `Oi W z m m C C w �' owr o r~i w m mO O p O O cJ O O O O O O O O b W A OD 4 VI W tD O N ? 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Series F6000/F6001 Fixed Pane Windows Florida Building Code Online Page 1 of 3 C FLORIDA DZPARTMENT OF iY1G SCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search j Product Approval USER:Public User ILLProduct Approval Menu>Product or Application Search>Application List>Application Detail FL# FL5012-R1 Application Type Revision ' Code Version 2004 I Application Status Approved Comments • Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)480-1600 Ext 21124 Iturner@pgtindustries.com Authorized Signature Lucas Turner Iturner@pgtindustries.com Technical Representative Lucas A.Turner Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)480-1600 (turner@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Referenced Standard and Year(of Standard) Standard_ Year AAMA/WDMA/CSA 101/IS2/A440 2005 ANSI/AAMA/NWWDA 101 I.S.2 1997 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%... 12/8/2008 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 11/20/2007 Date Validated 11/20/2007 Date Pending FBC Approval 11/21/2007 Date Approved 12/11/2007 Summary of Products FL# Model, Number or Name Description 5012.1CA-640 Fixed Aluminum Casement Fixed Window with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 Rl C CAC CA640-0-CAR-187.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: N/A Installation Instructions Other: AAMA 101-97 tested. Achieves rating of FL5012 Rl II CA640-O-FTL-4995.pdf F-C75-60x76. E-1300 glass limitations may lower Verified By: Lucas A.Turner, P.E. FL PE 58201 design pressures or require glass upgrades to Created by Independent Third Party: achieve full design pressure. Please see test Evaluation Reports report FTL-4995 for additional information. Created by Independent Third Party: 15012.2----:=IF-60)0 Aluminum Fixed Window with Slip-On Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 RI C CAC F6000-CAR-436.odf Approved for use outside HVHZ:Yes FL5012 Rl C CAC F6000-CAR-437.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A Other:AAMA A440-05 tested. Achieves rating of Installation Instructions FW-R65-60x76 with Tempered glass and rating of FL5012 R1 II F6000-ATI-77299-01.Ddf FW-R30-53.125x76 with Annealed glass. E-1300 Verified By: Lucas A.Turner, P.E. FL PE 58201 glass limitations may lower design pressures or Created by Independent Third Party: require glass upgrades to achieve full design Evaluation Reports pressure. Please see test report ATI-77299.01 for Created by Independent Third Party: additional information. 5012.3 F-6001 Aluminum Fixed Window with Integral NailingFin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 Rl C CAC-F6001-CAR-434.pd Approved for use outside HVHZ: Yes FL5012 Al C CAC F6001-CAR-435.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A Other: AAMA A440-05 tested. Achieves rating of Installation Instructions FW-R75-119x59 with Tempered glass and rating FL5012 Rl II F6001-ATI-77298-Ol.pdf of FW-R40-53.125x76 with Annealed glass. E- Verified By: Lucas A.Turner,P.E. FL PE 58201 1300 glass limitations may lower design pressures Created by Independent Third Party: or require glass upgrades to achieve full design Evaluation Reports pressure. Please see test report ATI-77298.01 for Created by Independent Third Party: additional information. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 31399-2100 (850)487-1824,Fax(850)414-8436 ©2000-2005 The State of fiorida.All rights reserved.CoWnioht and Disclaimer Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%... 12/8/2008 Ak Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT Rendered to: PGT INDUSTRIES SERIES/MODEL: F-6001 PRODUCT TYPE: Aluminum Fixed Window Summaryof Results Title Test Specimen#1 Test Specimen#2 Primary Product Designator FW-R75 3023 x 1500 FW-R40 1350 x 1930 119x59 53x76 Design Pressure 4800 Pa 100.0 s 1920 Pa 40.0 s Air Infiltration 0.05 L/s/m2 N/A 0.01 cfm/ft Water Penetration Resistance Test Pressure 960 Pa 20.0 s N/A Uniform Load Structural Test Pressure ±7200 Pa ±150.0 s ±2880 Pa ±60.0 s Forced Ent Resistance Grade 10 N/A Test Completion Date: 10/16/07 W o`\S 1,IIHIA ngl � ""k.%� •R This report contains in its entirety: �fl\�ENSF-O Cover Page: 1 page *:' N0.5e920 *= Report Body: 6 pages * s Alteration Addendum: 1 page DoT STATE of -'4- F'.LpR10.••�� Drawings: 8 pages llll f/11 111111111 ury eyrgmN.wror Date:2007.10.24 11:59:15-04'00' Reference must be made to Report No. 77298.01-401-47, dated 10/24/07 for complete test specimen description and data. 2250 Massaro Blvd Tampa, FL 33619 phone: 813-628-4300 fax: 813-628-4433 www.archtest.com Ak . i Architectural Testing AAMA/WDMA/CSA 101/l.S.2/A440-05 TEST REPORT Rendered to: PGT INDUSTRIES 1070 Technology Drive,P.O. Box 1529 North Venice,Florida 34275 Report No.: 77298.01-401-47 Test Dates: 10/15/07 And: 10/16/07 Report Date: 10/24/07 Expiration Date: 10/16/11 Project Summary: Architectural Testing, Inc. was contracted by PGT Industries to witness testing on two (2) Series/Model F-6001, aluminum fixed windows at the PGT Industries test facility in North Venice, Florida. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: FW-R75 3023 x 1500 (119 x 59); Test Specimen #2: FW-R40 1350 x 1930 (53 x 76). Test specimen description and results are reported herein. The samples were provided by the client. Test Specification: The test specimens were evaluated in accordance with AAMA/WDMA/CSA 101/I.S.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: F-6001 Product Type: Aluminum Fixed Window Test Specimen#l: FW-R75 3023 x 1500 (119 x 59) Overall Size: 3023 mm(119")wide by 1500 mm (59")high Daylight Opening Size: 2980 mm (117-5/16")wide by 1456 mm(57-5/16")high Overall Area: 4.5 m2(48.8 ft ) Glazing Type: The window utilized a single sheet of 1/4" thick clear tempered glass. 2250 Massaro Blvd Tampa, FL 33619 phone: 813-628-4300 fax: 813-628-4433 www.archtest.com Ak 77298.01-401 47 Architectural Testing Page 2of6 Test Specimen Description: (Continued) Test Specimen#2: FW-R40 1350 x 1930(53 x 76) Overall Size: 1350 mm(53-1/8")wide by 1930 mm(76")high Daylight Opening Size: 1281 mm (50-7/16")wide by 1862 mm(73-5/16")high Overall Area: 2.6 m2(28.0 ft) Glazing Type: The window utilized a single sheet of 1/4" thick clear annealed glass. The following descriptions apply to all specimens Finish: All aluminum was white. Frame Construction: The frame was constructed of extruded aluminum. The corners were coped, butted, sealed and secured with two (2) #8 x 3/4" pan head screws located through the head and sill into the jambs. Weatherstripping: Descriptio Quantily Location 7/16" closed cell foam tape 1 Row Glazing beads Glazing Details: The glass was exterior glazed onto a silicone bedding and secured with aluminum glazing beads. The glazing beads were secured with #6 x 7/8" flat head screws located 1-1/2" from corners and 12" on center through the glazing bead into the frame. Hardware: No hardware was utilized. Reinforcement: No reinforcement was utilized. Installation: The windows were installed into a#2 Southern Yellow Pine wood buck. The nail fin was back bedded in silicone and secured with 8D nails (2-1/2" long by 0.113" diameter). For Specimen #1, the nails were located 3-1/8" from corners and 5" on center. For Specimen #2, the nails were located 2-11/16" from corners and 10" on center. Silicone was utilized around the exterior perimeter. 05E 010 5CA&%.QS �C I `�YS" FAOM F�tOS /V A)C 111vO ilio c.- • /Yr�4-x• 77298.01-401-47 Architectural Testing Page 3 of Test Results: The temperature during testing was 26.1°C (79.0°F). The results are tabulated as follows: Para�rayh Title of Test-Test Method Results Allowed Test Specimen#1: FW-R75 3023 x 1500(119 x 59) 5.3.2.1 Air Leakage Resistance per ASTM E 283 75 Pa(1.6 psf) 0.05 L/s/m2 1.5 L/s/m2 (0.01 cfm/ft2) (0.3 cfm/ft2)max. 300 Pa(6.2 psf) 0.10 L/s/m2 1.5 L/s/m2 (0.02 cfm/ft2) (0.3 cfm/ft2)max. Note #l: The tested specimen meets (or exceeds) the performance levels specified in AAMAIWDMA/CSA 101/LS.2/A440-05 for air leakage resistance. 5.3.3.2 Water Penetration Resistance per ASTM E 547 and E 331 See Note#2 5.3.4.2 Uniform Load Deflection per ASTM E 330 See Note#2 5.3.4.3 Uniform Load Structural per ASTM E 330 See Note#2 Note#2: The client opted to start at a pressure higher than the minimum required. Those results are listed under "Optional Performance". 5.3.5 Forced Entry Resistance per ASTM F 588 Type: D Grade: 10 Disassembly Test No entry No entry Sash Manipulation Test No entry No entry Ak 77298.01401-47 Architectural Testing Page 4of6 Test Results: (Continued) Test Specimen#1: FW-R75 3023 x 1500(119 x 59)(Continued) Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 and E 331 960 Pa(20.0 psf) No leakage No leakage 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the head) (Loads were held for 10 seconds) 4800 Pa(100.0 psf)(positive) 2.0 mm(0.08") See Note#3 4800 Pa(100.0 psf)(negative) 1.3 mm(0.05") See Note#3 Note#3: The deflections reported are not limited by AAMA1WDMA/CSA 1011I.S.21A440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the head) (Loads were held for 10 seconds) 7200 Pa(150.0 psf)(positive) <0.25 mm(<0.01") 11.7 mm (0.46")max. 7200 Pa(150.0 psf)(negative) <0.25 mm(<0.01") 11.7 mm (0.46")max. Test Specimen#2: FW-R40 1350 x 1930(53 x 76) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the jamb) (Loads were held for 10 seconds) 1920 Pa(40.0 psf)(positive) 0.76 mm(0.03") See Note#3 1920 Pa(40.0 psf)(negative) 1.0 mm(0.04") See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the jamb) (Loads were held for 10 seconds) 2880 Pa(60.0 psf) (negative) <0.25 mm(<0.01") 5.1 mm(0.20")max. 2880 Pa(60.0 psf)(negative) 0.25 mm(0.01") 5.1 mm (0.20")max. Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing, Inc. and are representative of the test specimen reported herein. Ak 77298.0140147 Architectural Testing Page 5 of List of Official Observers: Name Company Paul Jiantonio PGT Industries Mark Hess Architectural Testing, Inc. Detailed drawings, data sheets, representative samples of test specimens, a copy of this report, or other pertinent project documentation will be retained by Architectural Testing, Inc. for a period of four years from the original test date. At the end of this retention period, such materials shall be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen can be made. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s)tested. This report may not be reproduced, except in full,without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. � A a /-d&.a- WYAHr Mark A. Hess Joseph A. Reed,P.E. Technician Director-Engineering and Product Testing MAH:cmd Attachments(pages): This report is complete only when all attachments listed are included. Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(8) Ak 77298.01-401-47 Architectural Testing Page 6of6 Revision Log Rev.# Date Page(s) Revision(s) 0 10/24/07 N/A Original report issue This report produced from controlled document template ATI 00156,revised 06/18/07. Ak 77298.01401-47 Architectural Testing Appendix A Alteration Addendum Note: No alterations were required. 77298.01-401-47 Architectural Testing Appendix B Drawings City of Atlantic Beach APPLICATION NUMBER rjs r j'�t1 Building Department (To be assigned by the Building Department.) t} 800 Seminole Road L Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 • Fax(904) 247-5845 L' E-mail: building-dept@coab.us C, Date routed: City web-site: http://www.coab.us /0 APPLICATION REVIEW AND TRACKING FORM No A -b4 LiV'A /uf, h f. D r' ent review required Yes o Property Address: Buildin 1� wN� Planning &Zoning Applicant: Public Works d 6 Public Utilities Project. Z).f,,�, a U v Public Safety rr l 3S-2 Z_ F Services 2 Other Agency Review or Permit Required Review or Receipt Dateof 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: APPLIC ON STATUS Reviewing Department First Review: pproved. ]Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: .Z� V igt PUBLIC WORKS PUBLIC UTILITIES Second Review: ❑Approved as revised. []Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH r s 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001085 Date 9/12/08 Property Address . . . . . . 1862 TIERRA VERDE DR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 65000 ---------------------------------------------------------------------------- Application desc ADD MASTER BEDRM/BATH ENLARGE KITCHEN ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TERRELL, JERRY L. J M A CONTRACTING INC 1862 TIERRA VERDE DR. PO BOX 140010 ATLANTIC BEACH FL 32233 GAINESVILLE FLORIDA GAINESVILLE FL 32508 (352) 332-8632 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 320 . 00 Plan Check Fee 160 . 00 Issue Date . . . . Valuation . . . . 65000 Expiration Date . . 3/11/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *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 Site management plan and erosion control plan must be available on site . ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 16 ST CONSTRUCTION SURCHARGE 3 . 01 AB CONSTRUCTION SURCHARGE . 33 DEV REVIEW-SINGLE & 2-FAM 50 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CIT)SMII$AMC)MXA(8tlWLE5Miil�M AND THE FLORI!?A 18 BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ±� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number . . . . . 08-00001085 Date 9/12/08 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER IMPACT FEE 240 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 320 . 00 320 . 00 . 00 . 00 Plan Check Total 160 . 00 160 . 00 . 00 . 00 Other Fee Total 296 . 68 296 . 68 . 00 . 00 Grand Total 776 . 68 776 . 68 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER jS rti Building Department (To be assigned by the Building Department.) ` 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 '"L�;3Ur E-mail: building-dept@coab.us City web-site: hftp://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: ��(� %/e //c lel-de Department review r fired Yes No Building V Planning &Zoning Applicant: 10 nbra C-'7�n J-4C. Public Works Public.Utilities Project: t*V--,O I Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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 STATU Reviewing Department First Review: pproved. le d. (Circle one.) Comments: BUILDING ANNING &ZONI PUBLIC WORKS Reviewed by: a lam' Date: g 07D PUBLIC UTILITIES Second Review: []Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES RebidE: Date: Third Review: []Approved as revised. Deni d. Comments: Reviewed by: Date: t'4 '7� CITY OF ATLANTIC BEACH Q_ ,� - `''Tri. 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233F7 O V ?J �„ OFFICE:(904)247-5826 a FAX NO.:(904)247-5645 BUILDING-DEPT@COAB.US =� BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK: 13.SQ.FT.UNDER ROOF - --G Ve12Pc ,z. 4 -FJZ:- CAH 65 000,coo 70 4.LEGAL DESCRIPTION: 5.CLASS OF WORK: 6.USE OF STRUCTURE: -2� 09 ^ZS-Z`I E S I..LVA '�t--E-f21-G7 ,3 ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT_BLOCK_SUB DIVISION A ' T- C IZ 6 (01yU-�6 O DDITION El CONVERTING USE 11 COMMERCIAL 7.DESCRIPTION OF WORK: 1❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: fV LA C ❑REPAIR ❑POOL/SPA ❑YES ❑NIA IrYD 414c n_A 2 n 2rYi//7 /1-Ml �f�rT/- _-n 1 MOVET✓ / - I - �s r �1�+ r ❑MOVE U OTHER L7 NV PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER: 9.NAME:m--P R t ?sAs2o1i4�-i2g, u 15.COMPANY NAME: 23 COMPANY NAME. ��1 1 T 4`rr I�F� Ti&A ",,JTP_4C-7_ t�7&,TiC�'1, -,, �tlf�y[.Y, 1 JO 5-112-UC �L � `r•i'sJ�• ao H�16.NAME /V!ti_ v 24.LI NSEE NAME: 10. �(a2�I`-PA VL P?C- � 17.STATE OCFLORIDA /�LICENSE 0< I 25.STAT P I�ICENSE 5L/O. 31�PLA Y 18.Al/D�DR(VE�SS: f�/_'TO 36,_/ 26.26.ADDRESS:C}ZQGI s,-O I(4T-8- �-L ATu�r=L-6C-I4, R.3zZ33 OEs _r 3 0� 11.OFFICE PHON 12.FAX NO.: 19.OFFICE PHONE 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO jv4-2q(Q--�� !� 3Sz-33Z-fib 3.5z-33"Z-b �? 3Sz-3 oI 3SZ 331 -v�Z3 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE; 9v - 5t,3 -32`4-1 352= y9y -zy 2 3-- 1A`// 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRE S: 3TCR _L _LL NtT •Mc�ecnt� in ��tz,t`lE a I s a-.o . ca FEE SIMPLE TITLE HOLDER: BONDING PANY: RTGAGE LENDER: (IF OTHER THAN OWNER) 31.NAME: 33.NAME: ^ 35.NAME:SS/ //A 32.ADDRESS: t4IDDRESS: F[j1 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 or AGENT CONTRACTOR (IfApent,Power of ttomey or Agency Letter Required) (Qualifier Only) ed: �L Date: 10 O(y Signed: �% Date: 8'/5/0� Before a this day of 200grktt��co my of Before me t is�day of _,20 the county of Duval,State of Florida,has personally appeared 11��}}// Duval,Sta f Florida,has �;fr.�'•. ANDREA ANDERSON jL�- 4 L 1(7?P_C�( jliuMy COMM N#DID 522822 herin by himself/herself and affirms that all statements and declarations are erin by himself/herself and , st�t�4fll# afi96�3i(y�77�tid&��re tZ true and accurate. true and accurate. R BondedTnuNofa IPuhlcUrderwiers Notary Public at Large,State of gt f� �(Coun y/of L ! Nota blit at Large,State of County o �❑.,/Personally Known /L�;�L� yf/j��? v ;��(� ��11� t ,('� Y-- ersonally Known Ly Produced Identification- (-VLI (/ 3 3't 3 V �`�' r)' v ❑Produced Identification- / / Notary Signature: Notary Signature -'4 / .� � Penny A. Oliver COAB FORM BLDG01:REVISE I.W."' Commission#DD383906 `= Expires January 5,2009 bonded Troy Fain-Insurance,Inc 800-385.7019 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET '�L1i31�r Date 8/8/08 Address: 1862 Tierra Verde Dr. Permit Application No: 08-1085 Notes: Water impact fees for additional WATER IMPACT FEE $ 240.00 fixture units. SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL UWPROVEMENT $ SEWER TAP $ CROSS CONNECTION $ OTHER $ GRAND TOTAL $ 240.00 irLvf,i. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ` 800 Seminole Road Atlantic Beach, Florida 32233-5445 �— logs Phone (904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Department review required Yes No Property Address: ��l� //e- 12- �e/�e � Building Planning &Zoning ✓ Applicant: � � �'C� �/�a ��i/� ��C• Public Works Public-Utilities Vol Project: 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: KA pproved. ❑Denied. (Circle one.) Comments: BUILDING LPLANN,&ING ONING WO SReviewed b Date: 0 T Second Review: ❑Approved as revised. []Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. [—]Denied. Comments: Reviewed by: Date: Public Utilities—Distribution & Collection !r �G Initials: Date: T� D Project Name/Address: Application/permit � ��'�� `' i 0 x-' ,:. a y-.v ucky,X 42 - .s.- n--iv�.+•:k...z �r(r : 01 Avoid damage to underground water/sewer utilities. verify vertical and horizontal ❑ location of utilities. Hand dig if necessary. if field coordination is needed, call 247- 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with. ❑ an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be ❑ provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. will be unsprinkled• If plans change, any fire line installed must Plans note the building ❑ be metered with a Senses touch-read meter in a properlym�5sized be tested ya certified tester and backflow preventer installed. Backflow preventer a copy of the results.sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow ❑ requirements. At a minimum,will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2"must ❑ be installed in a vault as noted in TEA specifications. F:\PlarReviewComments-PU.doc City of Atlantic Beach -Water Impact Fee Worksheet Address: Permit App. No. Date: 1862 Tierra Verde Drive 08-1085 8/8/2008 No. Total Fixture Fixture Type Value as Load Fixtures Units Automatic Clothes Washer, Commercial 3 0 Automatic Clothes Washer, Residential 2 0 Bathroom Group -consisting of water closet, lavratory, bidet, and bathtub or shower 6 0 Bathtub(with or without overhead shower or whirlpool attachments) 2 0 Bidet 2 0 Combination Sink&Tray 2 0 Dental Lavratory 1 0 Dishwashing machine,domestic 2 0 Drinking fountain/Icemaker 0.5 0 Floor Drains 2 0 Hose Bib 1 0 Kitchen Sink, domestic 2 0 Kitchen Sink,domestic with food waste grinder and/or dishwasher 2 0 Laundry Tray 1 or 2 compartment) 2 1 2 Lavratory 1 2 2 Shower Compartment, Domestic 2 1 2 Sink 2 1 2 Urinal 4 0 Urinal, 1 gallon per flush or less 2 0 Wash Sink(circular or multiple), each set of faucets 2 0 Water Closet,flushometer tank, public or private 4 0 Water Closet, Private Installation 4 1 4 Water Closet, Public Installation 6 0 Total Number of Units 12 Multiplied by$20/Unit $240.00 Total Impact Fee 1 $240.00 CITY OF BEACH � OQ F ALv 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826*FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US - � BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: . 1 2.VALUATION OF WORK: 3.SQ.FT.UNDER ROOF VCruc- �,5 000,VO �o / 4.LEGAL DESCRIPTION: 5.CLASS OF WORK: 6.USE OF STRUCTURE: gAzA Lo C3 NEW 11 N Iff'R LOT BOCK-ZSSUB DIVISION c�-`V Z 8 TO N AUDITION DING ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK: ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: n^- M �hA �(m/�� _I-/(I �^ ❑REPAIR ❑POOL/SPA ❑YES ❑N/A ❑MOVE ❑OTHER PROPERTY OWNER: CONTRACTOR: ARCHITECT ENGINEER: 9.NAME: TT�-r�r- � 'Tt - g-L 15.COMPANY NAME23 COMPANY NAME: rR5MA Co�JTPACTT� r DJC-, VJAYLAIJO ST RUC} AC �CS. C � 16.NAME 24 LIC NSEE NAME: acD N^J /vl,A,J DCKSOi Iz a-5- VIA 10.ADDRESS: 17.STATE OF FLORIDA � I J LICENSE NO.: 25.STATE O ORI- LICCSE N �IA2 7T -PA V-PA V/" Dl U� lC Ib CDA J3 (-JI 18.ADDRESS: /w 3U (kqCO J O 26.ADDRESS:,ZOU SW '(4-H- P GL AT��fi=C-bC-N I R-322-3 3 6AT�v1 CSvrL(,F R-3��1 y &A_10ES JiI r I- 32 0 11.OFFICE PHON 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27,OFFICE PHONE: 28,FAX NO.: �vN-Z'104_�L/ IA 35L-332--8(o 3.5z-332--E i�j 352-3 -o3z?- 35Z-331 -(� z} 13. LL PHONE�� 21.CELL PHONE � 7� 29.CELL PHONE; 14.EMAIL ADDRESS: - 22.EMAIL ADDRESS' L 30.EMAIL AD(DRRE S: 3'TC-RriEL-LBLLLSou-174. Nt I W6-,l I S C a-c' . cc,/n FEE SIMPLE TITLE HOLDER: BONDING PANY: RTGAGE LENDER: (IF OTHER THAN OWNER) 31.NAME: lA 33.NAME: '�L.11/t 35.NAME: / //A 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 or AGENT CONTRACTOR (If A ent,Power of ttomey or Agency Letter Required) (Qualifier Only) l ,y �day ed Date:GL Date: o 9 O Signed: Date:Before a t2008 t1 co my of Before met is_�day of 20 the county of Duval,State of Florida,has personally appeared Duval,Stat&f Florida,has ANDREA ANDERSON AA p L 1r GC_-f la-,- I� 5A,60 i E✓72{Z LCL = MY COMMISSION#DD 522822 herin by himself/herself and affirms that all statements and declarations are erin by himself/herself and ,� 1,51 st 3iRf#?�Sa� Uti��re true and accurate. true and accurate. Banded Thru Notal r Publc Urde vm ers Notary Public at Large,State of a9(Pj ,County/of 1)fjyA)t L No blic at Large,State of County o �❑l Personally Known f I•I��/ I ,'_7� l �I�4' V C '� S"Z�/�� ersonally Known Ly Produced Identification- L�C.I J -;�3 Q 6 - 0-T a j ❑Produced Identification Notary Signature: Notary Signature`�� '2 > _I -- Penny A. Oliver COAB FORM BLDGOt:REVISE '+�� := Commission#DD383906 Expires January 5,2009 '• i��iBw*d Troy Fain•Inwranw,Inc 800-385.7019 1 '''f CITY OF ATLANTIC BEACH o 0 v _.,�At 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 it OFFICE(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US r+t> BUILDING PERMIT APPLICATION DUVAL COUNTY 11,JOB ADDRESS: /�,+ /� - , //ff`` 2.VALUATION OF,/ T. WORK. 3,SQ.FT.UNDER ROOF t/ 4.LEGAL DESCRIPTION: P 5.CLASS OF WORK: 6.USE OF STRUCTURE: 37_ ^ZrC ()Ci -ZS-21tc tj t_u+ � �3 1,,1.,NNE/EW BUILDING ❑DEMOLITION Q RESIDENTIAL LOT_BLOCK_SUB DIVISION A- T O $ ( U'1(^i Llr ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK: ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: l{ --N -L 1 ❑REPAIR ❑POOL/SPA ❑Y�E'S ❑N/A /�l A'W3��/L_ C� �✓I 4- 1 C ❑MOVE ❑OTHER L`7 Iv0 PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER: 9.NAME. H -u 15 COMPANY NAME: 23 COMPANY NAME: t SAl� �= 5MA c0�TPA-C- r Ii`Q!\C VJAy/_.4.10/-51RUC.i"- Cl (3. 16, a0 H^J /v1. 1/L�J� v 24.LI INSEE`24 L(-, VJA 10.ADDRESS: � 17.STATE OFFLORIDA LICENSE NO.: i 25.STATE OF FLORIDA,LICENSE N��,� 1 �f(02 T..tC9W4 �/ I2 D� l/�IVB f/"ir 3 c ul 18.ADDRESS: �O� /3�,/ I�jC��d 26.ADDRESS:G+2_OC)C '(p� />L,4 C-}' />( � ATL4\YFTL-l3C-N, R-32-Z-33 6AT.1.i1 CSQXn-'(-r1 R- )-'G I y DEs�=t Lr - 32, 0? 11.OFFICE PHONL 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: �Oq-Z�-((o- 4y IA 352-33Z-Sb 35Z 33-Z 352-3 '-c30-135z-7331-6?Z�- 13. LL PHONE21.CELL PHONE:�� -�� 29.CELL PHO 14.EMAILADDRESS: S 22.EEMMAIILLADDRES 30.EMAIL ADNRE S: ST�R+�fLC_�� Svui�-1. tiET mcg�c�1 ` f' �c�=r�.►'l �JA. IG+ie 5 c- a i . Cc5i1'1 FEE SIMPLE TITLE HOLDER: BONDING CO- PANY: TGAGE LENDER: (IF OTHER THAN OWNER) 31.NAME:IUIA 33.NAME: r,L.11�y ! 35.NAME. / //A 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 or AGENT CONTRACTOR (If Apent,Power of ttomey or Agency Letter Required) (Qualifier Only) ti L ��``� s. Date: v5/0e' 4Jr� �: tL(- Date: 4 O(, Signed: Before a this day of 2008jrkftlp�o my of Before me t is day of 20• the county of Duval,State of Florida,has personally appeared II�LYYyy// Duval,St If Florida,hasANDREA ANDERSON l c-glL/ L- 1,4,ec-t c ry i� SR 2AN T�22 cam- _= Mi ION t DD 522822 herin by himself/herself and affirms that all statements and declarations are erin by himself/herself and S •,, •. BwMThruNft kPubkUndKWr11&rS true and accurate. true and accurate. Notary Public at Large,Stateeof �1911"Zj(VCoun y of Notablic at LargeState of❑lPersonally Known IC ? ��(y �� 5'T'� ersonally Known roduced Identification- tL � J Q �� L, ❑Produced Identification Notary Signature: K Notary Signatureiz- REVIEWED FOR CODE COMPLIANCE Penny A. Oliver FORM 9LDG0.I:RE-VISE '0�06' Commission#DD383906 CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL I =-- - - Expires January 5,2009 REQUIREMENTS AND CONDITIONS.SondMTnyF�N-In�unnu,Inc 800as7o10FILE C REVIEWED BY: DATE: W1110k I°,� Doc # 2008222662, OR EK 14622 Page 1056, Number Pages: 1, Recorded 08/29/2008 at 04:13 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT State of FLazs DA _ Tax Folio No. 1(oj 5LI Z 150(o(0 Countyof DL)\/,4L To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 3,3-2'9' O`f -2-5-2-CIC -z /,4 Tsc P+A LoT 33 - --AgA T " 6K (0 190-1660 Address ofproperty being improved: rot TIcrum VE79ye /•1-ro-,vIT�Agy—W,rt-3Z23 3 General description of improvements: A- C Ajcy-M p rer. 'r=f2tZY SA(2i}I-1 TffIz4?- !-Address: I�S(o2 T LEP- A ERD AR- �- nterest in site of the improvement: SOLE Ck-AIAJM- _ 3 233 Fee Simple Titleholder(ifother than owner):,11)0"T- APA-SL.49LL Name: Contractor: S/K4 C C>JT)Z 4C-TtA)& S,-JC— Address: D Do C; F( 32-(61Y Telephone No.:352--332 Fax No:3SZ--3 Z 3Q Surety(if any) NC'T- APP S L iSk-- Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: IJ67T 4PPL--r-L,48L(�7 Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: t�11 E Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Sec on 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: L, tELJ_ Address: PD. 60x )Hoe)IO t�iF1n1E��L�l� 3"Z(o�y S2ExpTelephone No:3Sz-3 32-'?(o3 2- Fax No: -3S-2— Expiration iration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different dat is specified):THIS SPACE FOR RECORDER'S USE ONLY OWNS Signed: -O Date: O&-O - Before me this day of T in the County of Duval.Size Of Florida,has personally appeared L Ao�tb S H TLIZEEft Notary Public at large,State of Florida,County of Duval. My commission expires: ZYV tl3c7D Personally Known: Produced Identification: PA.Dill Fl,A(_T lD y o�3�34 2SbU =Coit ek[�-r X.rU t� j•,T(pgo'7?8'3Vbkt0 STATE OF FLORIDA °pP S�'IO DUVAL COUNTY I.THE U=NDERSIGNED Clerk of the Circuit Court,DuvzI County, Florida, DO HEREBY CERTIFY the within and foregoing is a tru3 and corre't cePy Cf the criginal a:,it aapcars cn record and fiie in the office cf the Cler„ ct Circuit of Duval County, Florida. f ...d,..�•-1 n hand and sealer cf Circuit Court WITNESS my � Pay D.,2D lacks3n•.i:le, Flerda,t is th JIM F LLt C Clerk of the ircuit Court ILEu Florida BY w •• epu Clerk SLS,,, .F•. .-. City of Atlantic Beach APPLICATION NUMBER js r 1Building Department (To be assigned by the Building Department.) l � 800 Seminole Road O Atlantic Beach, Florida 32233-5445 1 A 3 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us V APPLICATION REVIEW AND TRACKING FORM // De artment review required Yes No Property Address: ��o� //e //P Ve%+e Building V 1 Planning &Zoning ✓ Applicant: �'� 7 �'a ��i/� C• Public Works 1 Public Utilities Project: t4-,-,o d�I Public Safety Fire Services Receipt Other Agency Review or Permit Required Review or Date of Permit Verified B 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: APP ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: Date: PUBLIC WORKS _3 0 PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. @Denied. Comments: Reviewed by: Date: City of Atlantic Beach� APPLICATION NUMBER j5 �d Building Department q 4? (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-544 V 11 3 Phone (904)247-5826 • Fax(904)2 45 <10 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM / rartment review required Yes No Property Address: !�!� //e //� Ve%fe ding ti/ ning &Zoning ✓ Applicant: �rn � �'(� �ra Cin �/]C• lic Works Public Utilities Project: .. . t_rv-,Q.,.d 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: ❑Approved. Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING �J : Date: PUBLIC WORKS Reviewed b y PUBLIC UTILITIES Second Review: Approved as revised. ❑Denied. Comments: t1.n y PUBLIC SAFETY Q_ - �,Q Z�� C� FIRE SERVICES s-, Reviewed by: 'x4e Date: q f lj Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Public Works Plan Review Comments l / g Initials: Date: �V Project Name/Address: J S(o J 1 LY1A4`� V �"� ►� Application/Permit#: Dg— I D`85 Check Boz Application Tracking Comments To Add Comment Provide impervious surface calculations. S C7 U Provide erosion and sediment control plans with ins lation details and maintenance y schedule. c�+C&_ Provide drainage plans showing site topo aphy (flow arrows, etc.) Provide construction site management plan, including Right-of-Way Permit if using right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required per ❑ Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting proper ❑ construction will be required. A Right-of-Way Permit must be obtained. ❑ A Revocable Encroachment Permit must be obtained for ❑ Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from street ❑ or drainage feature (swale or structure) All driveway aprons must be concrete, 5 inches thick, 4000 psi,with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in ❑ the ROW (Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on ❑ the plans. �0(( F:\P1anReviewComments-PW.doc TERRELL ADDITION 1862 Tierra Verde Drive Atlantic Beach, FL 34455 Silt Fence Installation & Maintenance Data U.S. Fence, Inc. Submitted By: JMA Contracting, Inc. P.O. Box 140010 Gainesville, FL 32614 Terry L. Terrell Cell (352) 682-5229 Fax (352) 332-6309 f Offline now Leave us a message. U . S . Fence privacy fence, deer fence, snow fence,plastic fence, silt fence and more! Live Chit by U'Person Phone: 1-800-455-5167•E-mail:eructs@yahoo.com HOME PAGE Installing Silt Fence Wood Stake 4: Geotextile fabric Fabric Anchorage Direction of Trench backfill with Runoff Flow t« tamped natural soil Support Post Anchorage Varies /� + - b" wide by G" deep from In-Situ Soil to minimum trench Cement Mortar NATURAL SOIL Typical Details for Silt Fence Construction 1 Dig a small toe-in trench along the line where Silt Fence is to be placed.The trench should be a minimum of 6 inches deep and 6 inches wide.Place the excavated material on the front or upstream side of the trench to facilitate backfilling later. 2 Drive the fence posts into the back or downstream side of the trench.The posts should be driven so that at least 1/3 of the height of the post is in the ground.When installing a pre-fabricated Silt Fence with fabric attached to the posts,the posts should be driven so that at least 6 inches of fabric will be buried in the ground.Place posts between 2 feet and 10 feet apart depending on the anticipated volume of sediment runoff at the site.Most Pre- fabricated Silt Fence have posts spaced approximately 7 to 10 feet apart,which is usually adequate.If there is a low spot where most sediments tend to collect,closer spacing may be required and pre-fabricated Silt Fence can be backed up with extra posts.Posts constructed of hardwood or metal with sufficient strength to support a full load of deposited sediment are recommended. 3 If pre-fabricated Silt Fence is not being used the fabric must be attached to the posts.Depending on the type of fabric used,different methods of attachment are recommended.If using a fabric with sewn pockets,insert the CITY OF ATLANTIC BEACH 08- --F 8-i (r' r .lt'. 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233F7 A �^I I`^ IA�I %i OFFICE:(904)247-5826•FAX NO.:(904)247-5845 t� / BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK: 3.SQ.FT.UNDER ROOF I&Z-TSE V C1WC-- 12-. I 8C44 �,5 GOO,CSO (o--'�O 4.LEGAL DESCRIPTION: 5.CLASS OF WORK: 6.USE OF STRUCTURE: 3 -Z'i- o -LS-2`t E Sl LV T � U�-3 0,.,�NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT BLOCK SUB DIVISION A- T 011Z 8 &IT'��. L!7"ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK: ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: CN lel - ❑REPAIR ❑POOL/SPA ❑YES ❑N/A r v - r-- i-• .-rr r �--. r ❑MOVE ❑OTHER N� PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER: ` 9.NAME:'Tj-p R+y ?GA p L]�--TL-12?- L 15.COMPANY NAME: 23.COMPANY NAME: ��J 1 1 T '`1 F- ,-YnA "/JTRA<ZFV1G- .r�Jl,C,�. UlNYLAVO s�'u LCL, ��t 6. 16. SEE NAME: NAME M. /V '�� v 24 LI NI��s W'T �i D 10.0(2�� VC-P-P � 17.STATE OF FLORIDA LICENSE NO.: I 25.STATiE OF PC-":' I�ICENSE 5Ll 3/ 1 V 18.ADD_DREEESS: fP/',C, /)C,3`/ ' l�O(� 26.ADDRESS:s3 z000 Ski I�p� PL'4c-L ATu k-tF L-Qc-►-I, F-32 23"3 6�r v�Jvr�T�r >�3"�(0l `( CA�.)DES1JX- _ 3 ZLo� 11.OFFICE PHONE12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: fQ 3�2-332-8� 35z-332-E i� 352-3 °-o�z} 352-331 -U zi tiCELL PHONE: - 21.C�EL_5HZ NE:q'i -�� 29.CELL PHONE, 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL AD/DDRRE¢S: ATL( El-Cs "ZLSoui7-�. h1tT ince ccn }rcc r'n �ccrt.F`lE in/cL f6ne( 5 C a_(_' CIbiNl FEE SIMPLE TITLE HOLDER: (IF OTHER THAN OWNER) BONDING PANY: RTGAGE LENDER: 31.NAME:11,)1A 33.NAME: RJC..'(/t 35.NAME: / //A 32.ADDRESS: 34.ADDRESS: 36.ADDRESSSt!/ 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 or AGENT CONTRACTOR (IfApent,Power of ttomey or Agency Letter Required) (Qualifier Only) _ ed: «GL Date: 6 Signed Date: 8/5 1 C) Beforea this day of A26[I.S r 2008 my of Before met is _day of 200the county of Duval,State of Florida,has personally appearedii pe.�n l,Sta f Florida,has L ANDREA ANDERSON .k[P_U 1l•7?>�C�( az, SA�� i�lZaLCL MMISSION#DD K2822 herin by himself/herself and affirms that all statements and declarations are by himself!herself and 1 st4Rl#ri�SaFi3A1�2�ti �re true and accurate. true and accurate. �i o'F R' BondedTnru Ndal r Publb Underwriters Notary Public at Large,State of '02l Cooun/ty/of Nota blic at Large,State of County o El Personally Known r Cr jX 7 dGS Lr p'' t n 5`:�'•D' ersonally Known ty Produced Identification- L�L>' (fes 3�•� �� ' �' r/ 11 Produced Identification- /` < Notary Signature: Notary Signature 4;; Penny A. Oliver COAB FORM BLDGOt:REVISE '� ;: Commission#DD383906 10 Expires January 5,2009 411110 Bonded my Fain-Insurance,Inc 800.385-7019 FCRM 60OA-2004R EnergyGauge®4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Terrell Addition Builder: JMA Contracting Address: 1862 Tierra Verde Drive Permitting Office: City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Jerry and Sarah Terrell Jurisdiction Number: Climate Zone: North 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 18.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 13.00 - 4. Number of Bedrooms 1 - b.N/A - 5. Is this a worst case? No - - 6. Conditioned floor area(ft2) 709 ft2 - c. N/A - 7. Glass type l and area:(Label regd.by 13-104.4.5 if not default) - a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble,U=0.4)142.0 ft2 - a. Electric Heat Pump/Package Cap: 18.0 kBtu/hr - b. SHGC: HSPF:7.70 - (or Clear or Tint DEFAULT) 7b. (Clear) 118.0 ft2 - b. N/A - 8. Floor types - a. Slab-On-Grade Edge Insulation R=0.0, 152.0(p)ft - c. N/A - b.N/A - - c. N/A - 14. Hot water systems 9. Wall types a. N/A - a. Frame,Wood,Exterior R=19.0, 112.0 ft2 - - b. Frame,Wood,Exterior R=19.0,282.0 ft2 _ b. N/A - c. Frame,Wood,Exterior R=19.0, 199.0 ft2 - - d. Frame,Wood,Exterior R=19.0,36.0 ft2 - c. Conservation credits - e. N/A - (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,709.0 ft2 15. HVAC credits - b.N/A - (CF-Ceiling fan,CV-Cross ventilation, C. N/A _ HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH:Garage Sup.R=6.0, 183.8 ft MZ-C-Multizone cooling, , b.N/A - MZ-H-Multizone+h!Fagft�j� �,riwr•�Wx K' h Total as-built points: 5241r10. '4 Glass/Floor Area: 0.20 Total base points: 6080 ��.', •�. . I hereby certify that the plans and specifications covered by Review of the plans and ZttE STAT this calculation are in complia ce with the Florida Energy specifications covered by this Code. calculation indicates compliance PREPARED BY: C, with the Florida Energy Code. �• nr„ Before construction is completed D this building a DATE: 9 will be inspected for hereby certify that this building, as designed, is in compliance compliance with Section 553.908Florida Statutes. l`1'c Oyu with the Florida Energy Code. Op WE OWNER/AGENT: BUILDING OFFICIAL: DATE: em . .. . .. - -- --- 1 Predominant glass type.For actual gl ty t ar s ritW- nter Glass output on pages t3rE r n: FLRCSB v4.5.2) p _` `_ ..;+a7slAirTilfitM-' � a+'1L75ibT.'IR'T ... ... ^;ytia qv- .,.t,...+.wwu+w.svuwQ:�wca.4- wn.�r::rsr..errwe+4w++9`�• FARM 60OA-2004R EnergyGauge®4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1862 Tierra Verde Drive,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 709.0 18.59 2372.0 1.Double,U=0.40,Clear E 2.0 0.0 8.0 44.42 0.36 126.0 2.Double,U=0.40,Clear E 2.0 1.0 50.0 44.42 0.39 871.0 3.Double,U=0.40,Clear E 2.0 1.0 30.0 44.42 0.39 522.0 4.Double,U=0.40,Clear N 2.0 5.0 30.0 21.80 0.87 569.0 5.Double,U=0.40,Tint N 2.0 3.0 12.0 17.51 0.78 163.0 6.Double,U=0.40,Tint W 2.0 0.5 12.0 33.46 0.37 150.0 As-Built Total: 142.0 2401.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Frame,Wood, Exterior 19.0 112.0 0.90 100.8 Exterior 629.0 1.70 1069.3 2. Frame,Wood, Exterior 19.0 282.0 0.90 253.8 3. Frame,Wood,Exterior 19.0 199.0 0.90 179.1 4. Frame,Wood, Exterior 19.0 36.0 0.90 32.4 Base Total: 629.0 1069.3 As-Built Total: 629.0 566.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 709.0 1.73 1226.6 1. Under Attic 30.0 709.0 1.73 X 1.00 1226.6 Base Total: 709.0 1226.6 As-Built Total: 709.0 1226.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 152.0(p) -37.0 -5624.0 1. Slab-On-Grade Edge Insulation 0.0 152.0(p -41.20 -6262.4 Raised 0.0 0.00 0.0 Base Total: -5624.0 As-Built Total: 152.0 -6262.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 709.0 10.21 7238.9 709.0 10.21 7238.9 EnergyGauge®DCA Form 60OA-2004R EnergyGaugeO/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge@ 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1862 Tierra Verde Drive,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT Summer Base Points: 6282.8 Summer As-Built Points: 5170.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 18000btuh,SEER/EFF(13.0)Ducts:Unc(S),Con(R),Gar(AH),R6.0(INS) 5170 1.00 (1.08 x 1.147 x 1.00) 0.260 1.000 1666.7 6282.8 0.3250 ::::2:041.9 5170.2 1.00 1.240 0.260 1.000 1666.7 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1862 Tierra Verde Drive, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 709.0 20.17 2574.0 1.Double,U=0.40,Clear E 2.0 0.0 8.0 5.11 1.51 61.0 2.Double,U=0.40,Clear E 2.0 1.0 50.0 5.11 1.45 370.0 3.Double,U=0.40,Clear E 2.0 1.0 30.0 5.11 1.45 222.0 4.Double,U=0.40,Clear N 2.0 5.0 30.0 10.69 1.01 322.0 5.Double,U=0.40,Tint N 2.0 3.0 12.0 11.44 1.01 139.0 6.Double,U=0.40,Tint W 2.0 0.5 12.0 8.26 1.24 122.0 As-Built Total: 142.0 1236.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Frame,Wood, Exterior 19.0 112.0 2.20 246.4 Exterior 629.0 3.70 2327.3 2. Frame,Wood,Exterior 19.0 282.0 2.20 620.4 3. Frame,Wood, Exterior 19.0 199.0 2.20 437.8 4. Frame,Wood,Exterior 19.0 36.0 2.20 79.2 Base Total: 629.0 2327.3 As-Built Total: 629.0 1383.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 709.0 2.05 1453.4 1. Under Attic 30.0 709.0 2.05 X 1.00 1453.4 Base Total: 709.0 1453.4 As-Built Total: 709.0 1453.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 152.0(p) 8.9 1352.8 1. Slab-On-Grade Edge Insulation 0.0 152.0(p 18.80 2857.6 Raised 0.0 0.00 0.0 Base Total: 1352.8 As-Built Total: 152.0 2857.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 709.0 -0.59 -418.3 709.0 -0.59 -418.3 EnergyGauge®DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1862 Tierra Verde Drive, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT Winter Base Points: 7289.2 Winter As-Built Points: 6512.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 18000 btuh ,EFF(7.7)Ducts:Unc(S),Con(R),Gar(AH),R6.0 6512.5 1.000 (1.060 x 1.169 x 1.00)0.443 1.000 3573.8 7289.2 0.5540 4038.2 6512.5 1.00 1.239 0.443 1.000 3573.8 EnergyGaugeTM' DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1862 Tierra Verde Drive, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2635.00 0.0 1 1.00 2635.00 1.00 2635.0 As-Built Total: 0.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 2042 4038 0 6080 1667 3574 0 5241 PASS �0 4Z11E ST4l�O r�COD W'e EnergyGauge) DCA Form 60OA-2004R EnergyGauge8/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge@ 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1862 Tierra Verde Drive,Atlantic Beach, FL, 32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area;.5 drrVsq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates,between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1-ABC.1.2.2 Penetrationstopenings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor,around shafts,chases, soffits,chimneys, cabinets sealed to continuous air barrier;gaps in gyp board&top plate, I attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. _ Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space tested. _ - Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. _ Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked kir breaker electric or cutoff(gas must be provided.External or_built-in heat trade_uired. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Duds in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 89.4 The higher the score,the more efficient the home. Jerry and Sarah Terrell, 1862 Tierra Verde Drive, Atlantic Beach, FL, 32233- 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 18.0 kBtwk 3. Number of units,if multi-family 1 - SEER: 13.00 - 4. Number of Bedrooms I - b.N/A - 5. Is this a worst case? No - - 6. Conditioned floor area(ft) 709 ft2 - c. N/A - 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) - a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble,U=0.4) 142.0 ft2 - a. Electric Heat Pump/Package Cap: HSPF: .70 r - b. SHGC: HS718.0 .70 7.70 - (or Clear or Tint DEFAULT) 7b. (Clear) 118.0 ft' - b. N/A - 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 152.0(p)ft - c. N/A - b.N/A - - c. N/A - 14. Hot water systems 9. Wall types a. N/A - a. Frame,Wood,Exterior R=19.0, 112.0 ft' - - b. Frame,Wood,Exterior R=19.0,282.0 ftZ - b. N/A - c. Frame,Wood,Exterior R=19.0,199.0 ft2 - - d. Frame,Wood,Exterior R=19.0,36.0 ftZ - c. Conservation credits - e. N/A - (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,709.0 ftz - 15. HVAC credits - b.N/A - (CF-Ceiling fan,CV-Cross ventilation, c. N/A - HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH:Garage Sup.R=6.0, 183.8 ft - MZ-C-Multizone cooling, b. N/A - MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building D�ZgE sTgrc� Construction through the above energy saving features which will be installed(or exceeded) ~ in this home before final inspection.Otherwise,a new EPL Display Card will be completed N mu O based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: f�COb W-E *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPADOE EnergyStar7mdesignation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824.p 1 Predominant glass type.For actual glass type and are &see Summer&Winter ergyGauge®(Version FLPRCSA v4.5 2) Summary Energy Code Results Residential Whole Building Performance Method A Jerry and Sarah Terrell Project Title: Class 3 Rating 1862 Tierra Verde Drive Terrell Addition Registration No. 0 Atlantic Beach, FL 32233- Climate: North 8/1/2008 Building Loads Base As-Built Summer: 6283 points Summer: 5170 points Winter: 7289 points Winter: 6513 points Hot Water: 0 points Hot Water: 0 points Total: 13572 points] Total: 11683 points Energy Use Base As-Built Cooling: 2042 points Cooling: 1667 points Heating: 4038 points Heating: 3574 points Hot Water: 0 points Hot Water: 0 points Total: 6080 points I Total: 5241 points PASS e-Ratio: 0.86 EnergyGauge®(Version: FLRCSB v4.5) First Floor 99 cfm 7" New Room 1 IV8154 cfm 1,1 cfm 71,11 cfm cfm Kitchen Family Room a eft N w Room 3 97 cf 8 cfm New Room 2 214 cfm Dining R 1/2 Bath to rs 1y i2" Living Room FP Garage 6'-0" Front PorchFoyer --14'-0" r COPY !s Job M Terrell Addition Bertie Heating & Air Conditioning Scale: 1 : 90 Performed by Debra Davis for: Page 1 JMA Contracting, Inc. 1730 NE 23rd Avenue Right-Suite Residential PO Box 140010 Gainesville, FI 32609 6.0.119 RSR27178 Gainesville,FL 32614 Phone: 352-331-2005 Fax: 352-371-5770 2008-Jul-28 10:45:30 Phone:352-332-8632 Fax:352-332-6309 www.bertieair.com dkdavis@bertieair.com Z:\Public\Estimating\General Contra... Second Floor Existing Upstrs Job M Terrell Addition Bertie Heating & Air Conditioning Scale: 1 : 90 Performed by Debra Davis for: Page 2 JMA Contracting, Inc. 1730 NE 23rd Avenue Right-Suite Residential PO Box 140010 Gainesville, FI 32609 6.0.119 RSR27178 Gainesville,FL 32614 Phone: 352-331-2005 Fax: 352-371-5770 2008-Jul-28 10:45:30 Phone:352-332-8632 Fax:352-332-6309 www.bertieair.com dkdavis@bertieair.com Z:\Public\Estimating\General Contra... Job: Terrell Addition wri htsoft� Project Summary Date: 07-28-08 9 Entire House By: Debra Davis Bertie Heating & Air Conditioning Project • • For: JMA Contracting, Inc. PO Box 140010, Gainesville, FL 32614 Phone: 352-332-8632 Fax: 352-332-6309 Notes: Terry Terrell/352-682-5229 Design Information Weather: Jacksonville, Cecil Field NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 31 °F Outside db 93 °F Inside db 68 °F Inside db 75 °F Design TD 37 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13411 Btuh Structure 7536 Btuh Ducts 2555 Btuh Ducts 2532 Btuh Central vent(35 cfm) 1420 Btuh Central vent(35 cfm) 691 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17386 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 10544 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Average) Structure 1578 Btuh Ducts 537 Btuh Heating Cooling Central vent(35 cfm) 1195 Btuh Area (ft') 997 997 Equipment latent load 3309 Btuh Volume (ft') 8547 8547 Air changes/hour 0.45 0.16 Equipment total load 13853 Btuh Equiv. AVF (cfm) 64 23 Req. total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade Goodman Trade Goodman Model GSH130181A` Cond GSH130181A" Coil ARUF18241A` Efficiency 7.7 HSPF Efficiency 13 EER Heating Input Sensible cooling 12600 Btuh Heating output 17950 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 27 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.060 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.76 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �_ -F-�- wrigFttsoft 5 12 Right-Suite Residential 6.0.119 RSR27178 2008-Jul-28 10:4Page 1ge 1 ACOA Z:\Public\Estimating\General ContractorsWMA Contracting,Inc\Terrys Mom\Terrell Addition-1.5 Ton Duct System Summar Job: Terrell Addition uc -�- wrightsoft" y y Date: 07-28-08 Entire House By: Debra Davis Bertie Heating &Air Conditioning Project Information For: JMA Contracting, Inc. PO Box 140010, Gainesville, FL 32614 Phone: 352-332-8632 Fax: 352-332-6309 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.14 in H2O 0.14 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.25/0.11 in H2O 0.25/0.11 in H2O Lowest friction rate 0.100 in/l 00ft 0.100 in/l00ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 287 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mall Ln (ft) Ln (ft) Trunk Kitchen h 4110 154 128 0.100 8.0 Ox 0 VIFx 46.0 140.0 stl Family Room c 1857 67 111 0.100 7.0 Ox 0 VIFx 36.5 150.0 stl Family Room-A c 1857 67 111 0.100 7.0 Ox 0 VIFx 25.5 160.0 stl New Room 1-A h 2623 99 83 0.100 7.0 Ox 0 VIFx 25.3 170.0 stl New Room 1 h 2623 99 83 0.100 7.0 Ox 0 VIFx 16.5 140.0 stl New Room 2 h 2574 97 62 0.100 7.0 Ox 0 VIFx 19.5 150.0 stl New Room 3 c 140 4 8 0.100 4.0 Ox 0 VIFx 10.0 160.0 stl Laundry c 258 14 15 0.100 4.0 Ox 0 VIFx 4.5 165.0 stl SupplyTrunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk stl Peak AVF 600 600 0.100 764 12.0 0 x 0 RectFbg Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rbl Ox 0 386 432 91.4 0.080 549 12.0 Ox 0 VIFx rtl rb3 Ox 0 214 168 90.8 0.080 613 8.0 Ox 0 VIFx rtl e -_11--k wrightsoft Right-Suite Residential 6.0.119 RSR27178 2008-Jul-28 10:45:12 /y ACCK Z:\Public\Estimating\General Contractors\JMA Contracting,Inc\Terrys Mom\Terrell Addition-1.5 Ton Page 1 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 600 600 0.080 764 12.0 0 x 0 RectFbg 2008-Jul-28 10:45:12 & - 1- wrlghtsOft' Right-Suite Residential 6.0.119 RSR27178 )m�/�y Page 2 Z:\Public\Estimating\General Contractors\JMA Contracting,Inc\Terrys Mom\Terrell Addition-1.5 Ton STRUCTURAL ENGINEERING FOR TERRELL RESIDENCE ADDITION 1862 Tierra Verde Dr. Atlantic Beach, FL w is e WAYLAND STRUCTURAL. ENGINEERING 8200 SW 16th Place Gainesville, FL 32607 Phone/Fax 352-331-0727 F1.COA#8236 Prgiect Number 08055 August 4,2008 For Terry Terrell .IMA Contracting PO Box 140010 Gainesville, F1.32601 TABLE OF CONTENTS Page Structural Specification 1-3 GREGORY S.WAYLAND,PE Sl - Structural Plan 4 FL PE#54396 A - Typical Roof Sheathing Detail 5 B- "Typical Exterior Bearing Wall 6 C- 'Typical Header Schedule 7 D- Typical Interior Bearing Wall 8 F- Typ.Gable End Bracing 9 F- Typical Beam Support 10 G - 'Typical Beam Support I I Structural Calculations 12-24 Raised seal at right indicates an original copy of Any copy without this seal was unlawfully obtain d user of document is subject to prosecution. :tirinn t r.. A. i J' -1, I I � i '� w....:ri'+w.KF"o.awa:ewv='�r's'i+tA'Nra6wtR'�M t WAYLAND STRUCTURAL ENGINEERING Date: 8/4/2008 Gregory S.Wayland,PE FL PE#54396 FL COA#8236 By: GSW 8200 SW 16th Place Gainesville,FL 32607 Ph/Fax 352-331-0727 Page: 1 Project Name: ABC RESIDENCE For. Terry Terrell WSE Project Number: 07000 JMA Contracting Project Location: AAA,BBB County,Florida PO Box 140010 Gainesville,FL STRUCTURAL SPECIFICATION A. GENERAL 1 This STRUCTURAL SPECIFICATION shall be considered part of the contract documents for this project and shall be attached to the drawings prepared by: J IMA CONTRACTING Date: 2. Roof truss layout,uplift loads and gravity loads relied upon for design of supporting walls,lintels,headers,footings,etc. prepared by: Ina Date: 3. Information and materials specified in this STRUCTURAL SPECIFICATION shall take precede ce on ver that shown on the drawings. 4. Signing and sealing this document and/or the construction drawings by Wayland Structural Engineering certifies only the structural systems for this building,and is not a certification of the site plan,architectural,electrical,mechanical,plumbing or other systems that may be shown on the same drawing. WSE is not responsible for changes made to this document by others without written consent. 5. It is assumed that this building site is not located within a 100 year floodplain and is not designed for hydrostatic or moving water loads. B. GOVERNING CODE IFLORIDA BUILDING CODE,2006 SUPPLEMENT C. DESIGN LOADS 1._Dead Loads (Section 1606) 4. Wind Loads (Section 1609) Roof Top Chord 10 psf Enclosure Classification Enclosed Roof Bottom Chord 10 psf Basic Wind Speed(3 sec.gust) 120 mph Floor 10 psf Wind Importance Factor,Iw 1.0 2. Live Loads (Section 1607) Exposure Category B Floor Live Load 40 psf Internal Pressure Coefficients: -0.18,-0.18 Balconies 60 psf Design Wind Pressures for Doors and Windows: Attics w/o storage 10 psi Attics w storage 20 psf Opening Inward Outward 3. Roof Live Loads (Section 1607.11.2) Area Pressure Pressure 12:12 pitch 12 psf (sf) (Psf) (Psf) 10:12 pitch 14 psf 0-10 25.9 -34.7 8:12 pitch 16 psf 11-20 24.7 -32.4 6:12 pitch 18 psf 21-50 23.2 -29.3 Flat to 4:12 pitch 20 psf 51-100 22.0 -26.9 D. EARTHWORK 1. General: a. OWNER/CONTRACTOR CAUTION: A geotechnical or soil investigation has not been performed for this site. It is recommended that the Owner or Contractor employ the services of a geotechnical engineer to perform soil borings and provide recommendations for preparation of the soils specific to this building site,and confirm the soil type assumed in this specification. WSE has no knowledge of the on-site soils and therefore accepts no responsibility for their bearing capacity or performance. b. Bearing soil is therefore presumed to be sandy soil with no organics,peat,clay,expansive clays,or boulders. c. It is assumed that seasonal high groundwater table is well below footing bearing elevation. d. The allowable soil bearing pressure is assumed to be 2,000 pounds per square foot. e. If the Contractor or Building Inspector encounters organics,clays,silts,boulders or high grounwater levels during foundation excavation, engineer of record and/or geotechnical engineer shall be contacted and/or employed to assess conditions first hand and give direction for additional corrective work or modifications to the design that may need to be performed. 2. Site Preparation: a. Strip all trees,grasses,topsoil and other organics from building footprint. Use root rake or similar equipment to remove roots. b. Proofcompact existing grade with loaded dump truck or compactor to density existing soils and identify soft or loose soils. C. If soft soils are encountered during proofcompaction,overcut unsuitable material and replace with well graded sand.(See 1e.above) 3. Excavation: a. Excavations are to be performed in accordance with current OSHA standards. Contractor is responsible for excavation safety. b. Compact all excavation bottoms to firm unyielding condition. See B.6.c.for compaction requirement. 4. Footing Bearing: a. All foundations are to bear on undisturbed sandy soil soil or compacted fill as described herein. b. Bottom of footings are to extend at least 12 inches below grade. 5. Ground/Surface Water Control: a. Excavation and backfill operations are to be maintained in a dry condition. b. Slope or crown building subgrades to promote run-off and prevent ponding. c. Surface and infiltrating water are to be removed by grading and pumping from sumps if required. 6. Backfill and Compaction: a. Use only clean,well graded sand with no more than 10%passing#200 sieve for fill and backfill within building footprint. b. Mechanically compact all backfill within buildingfootprint in maximum 12"loose lifts to firm unyielding consistency- c. . P Y 9 �Y c. Suggest compact to 95%of maximum dry density per Modified Proctor Test,ASTM D-1557. 7. Pest Control: a. Treat all slab subgrades for termites in accordance with the Florida Building Code and local ordinances. 8. Exterior Grading: a. Exterior grade is to be kept at least 6 inches below wood siding and/or foam insulation. b. Slope exterior grade away from building to promote drainage. F[8200 LAND STRUCTURAL ENGINEERING Date: 7FL ry S.Wayland,PE FL PE#54396 FL COA#8236 By: W 16th Place Gainesville,FL 32607 Ph/Fax 352-331-0727 Page:t Name: ABC RESIDENCE For: Terry TerrellProject Number: 07000 .IMA Contractingt Location: AAA.BBB County,Florida PO Box 140010 Gaines STRUCTURAL SPECIFICATION(Continued) E. CONCRETE 1. General: Comply with Florida Building Code,2006 Supplement,Chapter 19,and ACI 301-99 Specifications for Structural Concrete. 2. Concrete: a. Cement: ASTM C150.Type I Portland cement b. Aggregate: ASTM C33, maximum aggregate size=1 inch c. Water/cement ratio: 0.50 maximum d. Slump: 4 inches+f 1 inch. e. Air entraining: ASTM C 260, concrete is to be air entrained for mild exposure,3-6%. COMPRESSIVE STRENGTH,(psi) min.at 28 days Member Strength Footings,slabs-on-grade. 2,500 3. Reinforcing: ASTM A615,Grade 40. LAPS,BENDS,HOOKS BAR COVER Bar Lap Bend Hook Condition Minimum Size Length Diameter Length Cover #3 15" 2 1/4" 6" Cast against and exposed to earth 3" #4 20" 3" 8" Exposed to earth or weather 1 1/2" #5 25" 33/4" 10" Not exposed to weather or earth #6 30" 4 1/2" 12" Slabs,walls,joists 3/4" Beams,columns(stirrups,ties) 1 1/2" 4. Footings: BEARING WALL FOOTINGS Type Width Depth Rein- forcing Exterior 20" 10" (3)#5 Interior 20" 12" (3)#5 Comer bars: Provide 90 degree bend at all footing comers. 5. Slabs-0n-Grade: a. Thickness: 4 in. h. Vapor retarder: 6 mil polyethylene,lap edges 6 inches. r.. Reinforcing: Welded Wire Reinforcing(WWR): ASTM A185,6x6-W1.4xW1.4(6x6-10/10)sheets, lap edges minimum 10 inches,support on chairs @ T-0"o.c.each way. W WR need not be installed on chairs if used in conjunction with fiber reinforcement. (Optional)Fibrous Reinforcing: AS TM C 1116,Fibermesh"Stealth"or"Inforce e3"polypropylene fibers by SI Concrete Systems or equivalent. Add to concrete mix at rate of 1.5 Ib/cy. d. Protection: Cure all slabs for 7 days using sprayed-on curing compound or continuous water sprinkling. e. Slab joints: As concrete slabs cure and dry out,they will shrink causing cracks to form in surface of slab. Slab reinforcement is placed in slab to help limit width of cracks that do form. All slabs left exposed should be saw-cut in roughly 10'-0"squares. F. MASONRY 1. General: Comply with the Florida Building Code,2006 Supplement,Chapter 21 and ACI 530.1-02 Specifications for Masonry Structures. 2. Masonry: ASTM C90,Type 1,two core,normal weight units.1.900 psi net area compressive strength. 3. Mortar: ASTM C270,Type M or S. 4. Grout: ASTM C476,fine or coarse grout,minimum 3,000 psi compressive strength at 28 days,8-9 inch slump. S.Joint Reinf.: (Optional)ASTM A951,truss type,hot-dip galvanized per ASTM A153,class B,9 gauge wires spaced 16"o.c.vertically. 6. Reinforcing: ASTM A615,Grade 40. Provide clean-out at base of wall for pours over 5 feet high,lap bars 48 bar diameters. a. Vertical: Provide#5 bars @ 4'-0"o.c.and at all comers and ends of walls. b. Horizontal: Provide one#5 bar continuous in bond beam at top of wall. c. Hooks: Provide standard 90 degree hook into footing at bottom and into bond beam at top of wall. d. Comers: Provide 90 degree bend comer bars at all wall comers and intersections. FW[--AYLAND STRUCTURAL ENGINEERING Date: 8/4/2003 regory S.Wayland,PE FL PE#54396 FL COA#8236 By: GSW 8200 SW 16th Place Gainesville,FL 32607 Ph/Fax 352-331- 727 Page: 3 Project Name: ABC RESIDENCE For: Terry Terrell WSE Project Number: 07000 JMA Contracting Project Location: AAA,BBB County,Florida PO Box 140010 Gainesville,FL STRUCTURAL SPECIFICATION(Continued) G. WOOD FRAMING 1. General: Comply with the Florida Building Code.2006 Supplement,Chapter 23. 2. Studs: Wall height Member Spacing Grade Species Up to 10 ft. 2x4 16"o.c. No.2 Spruce-Pine-Fir(SPF) 3. Headers,Joists,Beams: No.2,Southern Pine(SP). 4. Trusses: a. Wayland Structural Engineering is not responsible for design and detailing or installation of engineered wood roof trusses. b. Truss engineering drawings to be signed and sealed by Professional Engineer registered in State of Florida. C. Truss manufacturer to Engineer trusses to support dead,live and wind loads per Florida Building Code,2004 or ASCE 7-02. d. Engineer trusses to comply with ANSIR PI 1"National Design Standard for Metal Plate Connected Wood Truss Construction. e. Comply with TPI HIB"Commentary and Recommendations for Handling,Installing and Bracing of Metal Plate Connected Wood Trusses" I. Comply with TPI DSB"Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses" g. Truss spacing=2'0"o.c.maximium. 5. Fascia Board: No.2,Spruce-Pine Fir(SPF). 6. Sheathing: a. Roof Sheathing: 7/16"thick,Oriented Strand Board(OSB),Sheathing Grade,Exposure 1. Fasten with 8d ring-shank nails. (0.113 in.nominal shank dia.,ring dia.0.012 in.over shank dia.,16-20 rings/inch,0.280 in.head dia.,2 1/2 in.length) Fasten @ 6"o.c at panel edges,12"o.c.at panel interior,and 6"o.c.(edge&interior)within 5 ft.of gable ends. Lay panels perpendicular to supports,stagger joints one-half panel length. Provide"H"panel clips between panel supports. Nail panel edges to fascia board. b. Wall Sheathing: 7/16"thick,Oriented Strand Board(OSB),Sheathing Grade,Exposure 1. Fasten with 8d nails @ 6"o.c at panel edges,12"o.c.along intermediate supports. Install panels vertically. Nail top edge to top plate. Provide solid blocking at all panel edges. 7. Fasteners: a. Nails: Comply with Florida Building Code,2006 Supplement,Table 2304.9.1,"Fastening Schedule." b. Anchor bolts: ASTM F1554 or ASTM A307,Grade 36,1/2"diameter x 8"J-bolts,2"x2"washer. or:(Alternative)ASTM A307,1/2"diameter threaded rod set in epoxy adhesive,min.5 inches embedment. Note:Bolts installed in curbs shall be longer such that embedment in base concrete below curb is same as elsewhere. Note:Expansion anchors are not allowed due to likelihood of spatting and edge blow-out. 1.)Exterior Sheathed Walls: Install anchor bolts @ 48"o.c.,and within 8"of ends,comers,openings. 2.)Interior Unsheathed Walls: Install anchor bolts @ 24"o.c.,and within 8"of ends,comers,openings. c. Epoxy: Simpson"SET"or Hilti"HIT HY150"Epoxy Adhesive. Follow manufacturer's installation instructions exactly. d. Bolts: ASTM A307,hot-dip galvanized,see plan for size and quantity. e. Uplift Anchors&Ties: Simpson Strong-Tie, L Corrosion Protection: All fasteners exposed to weather or in contact with preservative treated wood shall be hot-dip galvanized to G185. For Simpson connectors,provide 7-Max"coating. H. WINDOWS,DOORS,SKYLIGHTS 1. Design: Wayland Structural Engineering is not responsible for the design,constriction,or attachment of windows,doors or skylights. The building envelope is designed assuming a fully enclosed condition,therefore windows,doors and skylights must be designed to support the same wind pressures that walls and roofs are designed for. 2. Certification: Window,door and skylight manufacturer shall submit certification indicating that window or door units can adequately support design wind pressures for the specified wind zone as shown in section CA.above. 3. Fastenings: Window,door and skylight manufacturer is to provide fastening information for attachment to supporting construction. 4. Wind-Borne Debris Region: THIS BUILDING IS LOCATED WITHIN A WIND-BORNE DEBRIS REGION. All glazing in windows and doors shall be impact resistant or protected with an impact resistant covering meeting the requirements of SSTD 12,ASTM E 1886 and ASTM E 1996,or Miami-Dade PA 201,202 and 203 referenced therin as follows: a. Glazed openings located within 30 feel of grade shall meet the requirements of the Large Missile Test. b. Glazed openings located more than 30 feet above grade shall meet the requirements of the Small Missile Test. Exception: Wood structural panels with a minimum thickness of 7/16 inch and maximum panel span of 8 feet shall be permitted for opening protection in one and two-story buildings. Panels shall be precut and attachment hardware provided in compliance with Florida Building Code 1606.1.4 Protection of Openings. I I I I I I I --- I I I I I I I I I -1(EI I I I I I I I II ;� ilk I I —i—1-a Lji ? wsx35 _ L J I I I - -f- -I ! L 3 11 l i i� F3 I I I 3 F3E F i F4 B �/ I I � I 1 I -�--A i B -'� L i ._.5. 1 1 _ S , 1 i ..... awl ..........$.._._._.._._..._�:.._-__t.___...._S_.-._L _ .._. p__..__.L._____.;_...._........ __._..at t SYMBOL KEY ANCHORS (SIMPSON STRONG-TIE) FOOTINGS DETAIL INTERIOR BEARING WALL C) H2.5A" ALL TRUSSES UNLESS F3 I 3'-0"x3'-0"x2'-4" Q ANCHOR G7_ GIRDER TRUSS OTHERWISE NOTED + (4) 15 E.W. F2.5 FOOTING BEAM HIO" F4 +'-O*x4 ,-4" ( ) #5 E.W. EXTERIOR BEARING/ SHEAR WALL WAYLAND STRUCTURAL ENGINEERING PROJECT NAME: TERREL RESIDENCE ADDITION 16THH PLACE LOCATION: ATLANTIC BEACH, FLORIDA 8200 SW 1 w s e GREGORY LAEND, PF GAINFSVILLE, Fl .32607 DWC. NAME: STRUCTURAL PLAN _ PHONE/FAX: (352) 331-0727 SCALE: 1/$" - �'-0" RY. GSW DWG NO. �� FLORIDA PE J/54396 COA 18236 PROJECT NO: 08055 DATE: $1312008 ROOF NAILING SCHEDULE NAIL SPACING ROOF 100 MPH 110 MPH 120 MPH 130 MPH SHEATHING NAILING ZONE FD 11D f ' ILO EDGE FIELD ED ILD ( 6" 12" 6" 12" 6" 12" 6" 12" 6" 12" 0 6" 6" 6" 6" 6" 6" 4" 4" ROOF EDGE 8d RING SHANK NAILS. 2 1. 0.113" NOMINAL SHANK DIAMETER 2. RING DIA. 0.012" OVER SHANK DIA. 2 ; J. 16 TO 20 RINGS PER INCH 4' 2 _ 4_ iC) 4. 0.280" HEAD DIAMETER 2 'd 5. 2 1/2" NAIL LENGTH 01) 2 v O ----- -- � O v' 2 2 ' OI 2 2 lO O �c.1 cr- L -- O Ln ROOF SHEATHINGI NAILING ZONES JJ 7/16" OSB SHEATHING 8d RING SHANK NAILS PERPENDICULAR TO SUPPORTS \ \\=\ (SEE ROOF NAILING STAGGER 1/2 PANEL LENGTH \\ SCHEDULE) "H" CLIPS ` \ BETWEEN TRUSSES TRUSSES ' ® 24" O.C. \\\\FIELD NAILSY, �—EDGE NAILS y y 2x SUBFASCIA W/ i (2) l6d COMMON NAILS TO EACH TRUSS END A Tycal Rf Shthing Detail 1/2 pi= 1 —0ooeaWOOD-R000 EDGE NAIL TO TOP PLATE EDGE NAIL TO BLOCKING DOUBLE TOP PLATE i•I LAP LENGTH 48" LAP AT CORNERS -x r IT, , � I I . I I I•I I II I � I I I I I I I I I I I hl I PROVIDE 2x4 FLAT BLOCKING AT ALL HORIZONTAL PANEL EDGES r � I � I I � I I I I I � I I � 2x4 STUDS ® 16" O.C. MAX. TRIPLE CORNER STUDS i i•, i I N I , 7/16" OSB SHEATHING W/ I 8d COMMON NAILS ® 6" O.C. EDGE, 12" O.C. FIELD II i i I I� 1/2" x 8" ANCHOR BOLTS W/ 2"x2" WASHER ® 48" O.C. i 7 & 4" FROM CORNER STUDS SEE HEADER SCHEDULE FOR I II ADDITIONAL BOLTS AT l JAMB STUDS i •�� EDGE NAIL AT PRESERVATIVE TREATED PANEL EDGE BOTTOM PLATE EDGE NAIL TO BOTTOM PLATE FOUNDA77ON —� (D3��icalo�xledo� Bear_in_ g Wall/ - WOOD-W'400 7 DOUBLE TOP PLATE SPP4 "ST OSTRAPSP PLATE FOR 2x4 WALLS "SP6" FOR 2x6 WALLS (FOR UNSHEATHED WALLS ONLY) © HEADER TO JAMB STRAPS SIMPSON LSTA18" FULL STUDS - JACK STUDS © JAMB TO BOTTOM PLATE STRAPS "SP4" FOR 2x4 WALLS "SP6" FOR 2x6 WALLS I e4 OO ANCHOR BOLTS 1/2" x 8" W/ 2"x2" WASHER LOCATE WITHIN 4" OF JAMB POST FOR HEADER SPAN 10 FT. OR MORE �l BOTTOM PLATE FOUNDATION HEADER HEADER QTY QTY STRAP STRAP STRAP BOLT SPAN JACK FULL D © © OD (FT) STUDS STUDS SPACING QTY QTY QTY 4'-0" (2) 2x8 1 1 32" O.C. 1 1 6'-0" (2) 2x10 2 1 1 1 8'-0" (2) 2x12 2 2 2 2 10'-0" (2) 2x12 2 2 2 2 1 * PROVIDE BOLTS AT SPACING SPECIFIED FOR TYPICAL WALL CONSTRUCTION. 1. DIMENSIONAL LUMBER HEADERS - NO. 2 SOUTHERN PINE (SP). 2. ALL CONNECTORS ARE BY SIMPSON STRONG-TIE OR EQUIVALENT. 3. PROVIDE 1/2" OSB SPACER BETWEEN PLYS FOR DIMENSIONAL LUMBER. 4_ FASTEN HEADER PLYS TOGETHER WITH 16d NAILS ® 12" O.C. STAGGERED. 5. FASTEN JAMB STUDS TOGETHER WITH 10d NAILS ® 12" O.C. EyTypical Header Schedule /2" _ '-o" WOOD-W300 r� SIMPSON "SP2" TOP OF EACH STUD LAP AT CORNERS DOUBLE TOP PLATE LAP LENGTH 48" 2x4 STUDS ® 16" O.C. TRIPLE CORNER STUDS PROVIDE 2x4 SOLID BLOCKING AT MID-HEIGHT OF WALL SIMPSON "SP1" BOTTOM OF EACH STUD 1/2" x 8" ANCHOR BOLTS W/ 2"x2" WASHER ® 24" 0.C. & 4" FROM CORNER STUDS SEE HEADER SCHEDULE FOR ADDITIONAL BOLTS AT JAMB STUDS ,.r' C3 �I e PRESERVATIVE TREATED BOTTOM PLATE D Typical Interior Bearing Wall 2�/ _ -0" WOOD-W401 L �W �y Q ZO WWF= W U �p a W L% X C) X W L— N W O CN N p�N W W W �W 0 x x U Z C4 4NQ U U Q cr U IZ Q �� o0o U U Cr) = I I Z OU cr p �= o m m d- �r x x x N N N 1 m I m J • J Q CU Z ppp p C o ti Q^ Z uF Co Q (Z) Z O a Z ®Zp 3 - -- - ---- - ---- o a 00 U u m cr U NN� � � Z N N�� N U � C .0 cu L _ I C dZ U W cu o U _ O NW COZ U Z �N ci II c)a X = Q U)®Cl- �U p /o st - o - �NO Q t Z LO \Z � Wo LL � m� o O • �1 k LUL co OD Lai :z 47 F— ca J N3� J,CL O� —COU Or(=i) -, Q-- + Q+ — Q CL CL + + + 3 - + -- E cu N im Oc o LLJ C) cn 3� N c c W Cl x W cn 3 O x O o c LLJ 11) per► Z O O � W � N W Oc EXISTING TRUSSES - 2x8 PLATE CONTINUOUS W/ 1/2" BOLTS ® 24" O.C. (STAGGERED, TWO ROWS) SIMPSON "H2.5A" EACH JOIST 3 l BOTTOM OF TRUSS W8x35 BEAM 1/4" PLATE STIFFENER BOTH SIDES ® COLUMN CENTERLINE (1 2" PLATE CAP W/ ) 3/4" BOLTS (END) (4) 3/4" BOLTS (MIDDLE) REMOVE EXISTING BEARING WALL -I SHORE AS REQUIRED G Typical Beam Support /2" - '-Q" WOOD-F535A WAYLAND STRUCTURAL ENGINEERING Date: 8/3/2008 Gregory S.Wayland,PE FL PE#54396 FL COA#8236 By: GSW 8200 SW 16th Place Gainesville,FL 32607 Ph/Fax 352-331-0727 Page: Project Name: TERRELL RESIDENCE ADDITION For: WSE Project Number: 08055 Project Location: Atlantic Beach,FL TRUSS UPLIFT CALCULATIONS A. LOADS 1. Dead Load 5. Wind Basic Wind Speed 120 mph a.Top Chord TC DL= 10 psf Exposure Category B b.Bottom Chord BC DL= 10 psf Importance Factor 1.0 c.Total DL= 20 psf Pressure Coefficients d.Resisting Uplift Diu= 8 psf Uplift Pressures _ 3. Roof Live Load R= 20 psf _ Tributary Area(sf) 4 Floor Live Load F= 0 psf 10 20 50 100 700 ul= 23.7 23.0 22.2 21.5 19.1 u2= 50.1 45.4 39.3 347 27.4 U3= 48.3 48.3 48.3 483 27.4 B. COMMON TRUSS 1. Span L= 30.00 ft ul= 22.2 a= 3.00 ft 2. Overhang Left OHL= 2.00 It u2= 39.3 all= 1.00 ft 3. Overhang Right OHR= 2.00 It u3; 48.3 alr= 1.00 ft 4. Floor Width W= 0.00 ft(centered in span) bl= 11.00 ft 5. Spacing s= 2.00 ft br= 11.00 ft 6. Tributary Area A= 68 sf 7. Slope 1 6.00 /12 8. Reactions Dead Load for Uplift Dead Load Live Load Rudl= 272 jib Rdl= 680 Ib RII= 680 jib Rudr= 272 jib Rdr= 680 Ib Rlr=F 680 Ib Gross Uplift Net Uplift Ugl= 996 Jib Unl=1 724 Ib Ugr=1 996 Jib Unr= 724 Ib USE SIMPSON"H10"EACH TRUSS U= 850 Ib C. COMMON OVERBUILD TRUSS 1. Span L= 24.00 ft ul= a= 3.00 ft 2. Overhang I.eft OHL= 2.00 ft u2= 39.322.2 all= 1.00 ft 3. Overhang Right OHR= 3.50 ft u3= 48.3 alr= 0.00 ft 4. Floor Width W= 0.00 ft(centered in span) bI= 8.00 ft 5. Spacing s= 2.00 ft br= 9.00 It 6. Tributary Area A= 59 sf 7. Slope 6.00 /12 8. Reactions Dead Load for Uplift Dead Load Live Load Rudl= 221Ib Rdl= 553 Ib RII= 553 Ib Rudr= 251 Ib Rdr= 627 Ib Rlr=1 627 Ib Gross Uplift Net Uplift Ugl=1 845 Jib Ugl= 624 Ib Ugr= 991Ib Ugr= 740 Jib USE SIMPSON"H0"1EACH TRUSS U= 850 Ib D. TYPICAL JACK TRUSS 1. Span L= 8.00 It ul= 23.0 a= 3.00 H 2. Overhang Left OHL= 2.00 ft u2= 45.4 all= 1.00 ft 3. Overhang Right OHR= 0.00 ft u3= 48.3 alr= 3.00 It 4. Floor Width W= 0.00 ft(centered in span) bl= 0.00 ft 5. Spacing s= 2.00 ft br= -2.00 ft 6. Tributary Area A= 20 sf 7. Slope 6.00 /12 8. Reactions Dead Load for Uplift Dead Load Live Load Rudl= 100 Ib Rdl= 250 Ib RII= 250 Ib Rudr= 60 jib Rdr= 150 Ib Rlr= 150 Ib Gross Uplift Net Uplift Ugl= 603 Ib Ugl= 503 Jib Ugr= 406 Ib Ugr= 346 jib USE SIMPSON"H2.5"EACH TRUSS TO EAVE WALL U= 535 Ib USESIMPSON"LUS26"TO EXISTING RIM BOARD U= 630 Ib WAYLAND STRUCTURAL ENGINEERING Date: 8/3/2008 Gregory S.Wayland,PE FL PE#54396 FL COA#8236 [!B 7 GSW By: Page:8200 SW 16th Place Gainesville,FL 32607 Ph/Fax 352-331-0727 Page: Project Name: TERRELL RESIDENCE ADDITION For WSE Project Number 08055 Project Location: Atlantic Beach,FL 4 -ry� tz 3�' Of WAYLAND STRUCTURAL ENGINEERING FL PE#54396 Date: 8/3/2008 Gregory S.Wayland,PE FL COA#8236 By: GSW 8200 SW 16th Place Gainesville,FL 32607 Ph/Fax 352-331-0727 Page: Project Name: TERRELL RESIDENCE ADDITION For: Project Number: 08055 Project Location: WOOD COLUMN DESIGN Referenced Codes: Florida Building Code,2001 and National Design Specification 1997 MEMBER DESCRIPTION: ITYPICAL INTERIOR BEARING WALL STUDS(LOAD CASE 1-DL+LL) A. Member Properties B. Member Dimensions 1. Wood Species SPF Width dx= 3.50 in. 2. Wood Grade No.2 Thickness dy= 1.50 in. 3. Trial Member Size 2x4 @ 16"o.c. nominal Length Lux= 8.00 ft 4 Allowable Stresses Fb= 1,000 psi Luy= 4.00 ft Fb"= 1,438 psi Effective Length Factor Kex= 1.00 Fv= 70 psi Key=L 1.00 Fv'= 151 psi Effective Length Lex= 96 in Fc= 1,400 psi Ley= 48 in Fc'= 2012.5 psi Slenderness Ratios Lex/dx= 27 E= 1,300,000 psi Ley/dy= 32 E'= 1,300,000 psi Area A= 5.25 in12 G= 0.55 Section Modulus Sx= 3.06 in^3 5. Allowable Deflection L/ 180 Sy= 1.31 in^3 Moment of Inertia Ix= 5.36 in^4 ly= 0.98 in14 C. Loading Member laterally supported(y-axis) X YES Axial load Pd= 368 Ib throughout length by sheathing NO PI= 417 Ib P= 785 Ib D. Use Factors Uniform horizontal load wx= 0.0 plf Load Duration Factor CD= 1.25 wy= 0.0 plf Wet Service Factor CM= 1.00 Shear Vx= 0 Ib Temperature Factor CT= 1.00 1.00 VY= 0 Ib Beam Stability Factor CL= 1.00 Moment Mx= 0 in-Ib Repetitive Member Factor Cr= 1.15 My= 0 in-Ib Flat Use Factor Cfu= 1.00 Shear Stress Factor CH= 1.50 E. Column Design Column Stability Deflection Check C= 0.80 sawn lumber allowable deltax= 0.53 in KcE= 0.30 visually graded lumber calculated deltax= 0.00 in OK Le/d= 32 -50,OK Fce= 381 psi allowable deltay= 0.27 in Fce/Fc'= 0.189 calculated deltay= 0.00 in OK Cp= 0.18 Beam Stability Factor Dead+Live Load Rb= 12.22 A req'd= 2.15 in^2 OK KbE= 0.439 visually graded lumber fc= 150 psi Fbe= 3,822 Fc'= 365 psi Fbe/Fb'= 2.66 Interaction Equation= 0.41 NDS 3.9-3 CL= 0.68 Dead+Wind Load CL= 1.00 fc= 70 psi Shear Check fb= 0 psi Fv'= 151 psi Fc'= 365 psi fvx= 0 psi OK Fb'= 1,438 psi fvy= 0 psi OK Interaction Equation= 0.04 NDS 3.9-3 INTERACTION EQUATION= 0.410 USE No.2 SPF 2x4 @ 16"o c WAYLAND STRUCTURAL ENGINEERING FL PE#54396 Date: 8/3/2008 Gregory S.Wayland,PE FL COA#8236 By: GSW 8200 SW 16th Place Gainesville,FL 32607 Ph/Fax 352-331-0727 Page: Project Name: TERRELL RESIDENCE ADDITION For: Project Number: 08055 Project Location: WOOD COLUMN DESIGN Referenced Codes: Florida Building Code,2001 and National Design Specification 1997 MEMBER DESCRIPTION: ITYPICAL EXTERIOR BEARING WALL STUDS(LOAD CASE 1-DL+LL) A. Member Properties B. Member Dimensions 1. Wood Species SPF Width dx= 3.50 in. 2. Wood Grade No.2_ Thickness dy= 1.50 in. 3. Trial Member Size 2x4 @ 16"o.c. nominal Length Lux= 8.00 ft 4 Allowable Stresses Fb= 1,000 psi Luy= 1.00 ft Fb*= 1,438 psi Effective Length Factor Kex= 1.00 Fv= 70 psi Key= 1.00 Fv'= 151 psi Effective Length Lex= 96 in Fc= 1,400 psi Ley= 12 in Fc'= 2012.5 psi Slenderness Ratios Lex/dx= 27 E= 1,300,000 psi Ley/dy= 8 E'= 1,300,000 psi Area A= 5.25 inA2 G= 0.55 Section Modulus Sx= 3.06 in13 5. Allowable Deflection L/ 180 Sy= 1.31 inA3 Moment of Inertia Ix= 5.36 inA4 ly= 0.98 inA4 C. Loading Member laterally supported(y-axis) X YES Axial load Pd= 452 Ib throughout length by sheathing NO PI= 452 Ib P= 904 Ib D. Use Factors Uniform horizontal load wx= 0.0 plf Load Duration Factor CD= 1.25 wy= 0.0 pit Wet Service Factor CM= 1.00 Shear Vx= 0 Ib Temperature Factor CT= 1.00 1.00 VY= 0 Ib Beam Stability Factor CL= 1.00 Moment Mx= 0 in-Ib Repetitive Member Factor Cr= 1.15 My= 0 in-Ib Flat Use Factor Cfu= 1.00 Shear Stress Factor CH= 1.50 E. Column Design Column Stability Factor Deflection Check c= 0.80 sawn lumber allowable deltax= 0.53 in KcE= 0.30 visually graded lumber calculated deltax= 0.00 in OK Le/d= 27 <=50,OK Fce= 518 psi allowable deltay= 0.07 in Fce/Fc*= 0.258 calculated deltay= 0.00 in OK Cp= 0.24 Beam Stabiles Factor Dead+Live Load Rb= 12.22 A req'd= 1.86 inA2 OK KbE= 0.439 visually graded lumber fc= 172 psi Fbe= 3,822 Fc'= 487 psi Fbe/Fb*= 2.66 Interaction Equation= 0.35 NDS 3.9-3 CL= 0.68 Dead+Wind Load CL= 1.00 fc= 86 psi Shear Check fb= 0 psi Fv'= 151 psi Fc'= 487 psi fvx= 0 psi OK Fb'= 1,438 psi fvy= 0 psi OK Interaction Equation= 0.03 NDS 3.9-3 INTERACTION EQUATION= 0.353 USE No.2 SPF 2x4 @ 16"o.c. WAYLAND STRUCTURAL ENGINEERING FL PE#54396 Date: 8/3/2008 Gregory S.Wayland,PE FL COA#8236 By: GSW 8200 SW 16th Place Gainesville,FL 32607 Ph/Fax 352-331-0727 Page: Cp Project Name: TERRELL RESIDENCE ADDITION For: Project Number: 08055 Pro ect Location: WOOD COLUMN DESIGN Referenced Codes: Florida Building Code,2001 and National Design Specification 1997 MEMBER DESCRIPTION: ITYPICAL INTERIOR BEARING WALL STUDS(LOAD CASE 2-0.6DL+WL) A. Member Properties B. Member Dimensions 1. Wood Species SPF Width dx= 3.50 in. 2. Wood Grade No.2 Thickness dy= 1.50 in. 3. Trial Member Size 2x4 @ 16"o.c. nominal Length Lux= 8.00 ft 4. Allowable Stresses Fb= 1,000 psi Luy= 1.00 ft Fb"= 1,840 psi Effective Length Factor Kex= 1.00 Fv= 70 psi Key= 1.00 Fv'= 193 psi Effective Length Lex= 96 in Fc= 1,400 psi Ley= 12 in Fc"= 2576 psi Slenderness Ratios Lex/dx= 27 E= 1,300,000 psi Ley/dy= 8 E'= 1,300,000 psi Area A= 5.25 in12 G= 0.55 Section Modulus Sx= 3.06 in13 S. Allowable Deflection L/ 180 Sy= 1.31 in13 Moment of Inertia Ix= 5.36 in44 ly= 0.98 in14 C. Loading Member laterally supported(y-axis) r�YES Axial load Pd= 271 Ib throughout length by sheathing C 11NO PI= 0 Ib P= 271 Ib D. Use Factors Uniform horizontal load wx= 35.8 plf Load Duration Factor CD= 1.60 wy= 0.0 plf Wet Service Factor CM= 1.00 Shear Vx= 143 Ib Temperature Factor CT= 1.00 1.00 Vy= 0 Ib Beam Stability Factor CL= 1.00 Moment Mx= 3,437 in-Ib Repetitive Member Factor Cr= 1.15 My= 0 in-Ib Flat Use Factor Cfu= 1.00 Shear Stress Factor CH= 1.50 E. Column Design Column Stability Factor Deflection Check C= 0.80 sawn lumber allowable deltax= 0.53 in KcE= 0.30 visually graded lumber calculated deltax= 0.47 in OK Le/d= 27 <=50,OK Fce= 518 psi allowable deltay= 0.07 in Fce/Fc'= 0201 calculated deltay= 0.00 in OK Cp= 0.19 Beam Stability Factor Dead+Live Load Rb= 12.22 A req'd= 0.55 in^2 OK KbE= 0.439 visually graded lumber fc= 52 psi Fbe= 3,822 Fc'= 495 psi Fbe/Fb'= 2.08 Interaction Equation= 0.10 NDS 3.9-3 CL= 0.61 Dead+Wind Load CL= 1.00 fc= 52 psi Shear Check fb= 1,122 psi Fv'= 193 psi Fc'= 495 psi fvx=1 41 psi OK Fb'= 1,840 psi fvy= 0 psi OK Interaction Equation= 0.69 NDS 3.9-3 INTERACTION EQUATION= 0.692 USE No.2 SPF 2x4 @ 16"o.c. WAYLAND STRUCTURAL ENGINEERING Date: 8/3/2008 Gregory S.Wayland,PE FL PE#54396 FL COA#8236 By: GSW 8200 SW 16th Place Gainesville,FL 32607 Ph/Fax 352-331-0727 Page: 17 Project Name: TERRELL RESIDENCE ADDITION For: WSE Project Number: 08055 Project Location: Atlantic Beach,FL 2 r . 64 11 r ( i r , Load Diagram �M RAM SBeam v3.0 RAT LRNATK_A,Y4 Licensed to: Wayland Structural Engineering 08/04/08 09:54:52 Span information (ft): 1-End (0.00,0.00) J-End (12.00,0.00) VT Load Dist DL LL+ LL- Max Tot ft k/ft k/ft k/ft k/ft W 1 0.000 0.757 0.880 0.000 1.637 W2 12.000 0.757 0.880 0.000 1.637 ifil Gravity Beam Design UM RAM SBeam v3.0 11 ITERNARA LQ Licensed to: Wayland Structural Engineering 08/04/08 09:54:38 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (12.00,0.00) Maximum Depth Limitation specified= 8.00 in Beam Size (User Selected) = W8X24 I"y = 50.0 ksi Total Beam Length (ft) = 12.00 Mp(kip-ft) = 96.25 Top flange braced by decking. LINE LOADS (k/ft): Load Dist(ft) DL LL 1 0.000 0.024 0.000 12.000 0.024 0.000 2 0.000 0.733 0.880 12.000 0.733 0.880 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL) = 13.90 kips 0.90Vn = 52.46 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-It ft ft kip-ft Center Max+ 1.2DL+1.6LL 41.7 6.0 0.0 1.00 0.90 86.62 Controlling 1.2DL+1.61,L 41.7 6.0 0.0 1.00 0.90 86.62 REACTIONS (kips): Left Right DL reaction 4.54 4.54 Max +LL, reaction 5.28 5.28 Max +total reaction(factored) 13.90 13.90 DEFLECTIONS: Dead load (in) at 6.00 ft = -0.147 L/D = 978 Live load (in) at 6.00 ft = -0.171 L/D = 841 Net Total load (in) at 6.00 ft = -0.318 L/D = 452 RAM SBeam v3.0 Shear, Moment, and Deflection Diagrams 't Span information (ft): I-End (0.00,0.00) J-End (12.00,0.00) Shear 14 0 -14 - Moment 42 0 Deflection 0.0 - -0.4 Max DL Shear = 5.45 kips Max Shear = 13.90 kips Max Pos Moment = 41.70 kip-ft at 6.000 ft Load Diagram r RAM RAM SBeam v3.0 1HTCRNATt.-A-Al Licensed to: Wayland Structural Engineering 08/03/08 22:50:48 Span information (ft): I-End(0.00,0.00) J-End (19.00,0.00) W W V\8 Load Dist DL LL+ LL- Max Tot ft k/ft k/ft k/ft k/ft W 1 0.000 0.768 0.880 0.000 1.648 W2 7.000 0.768 0.880 0.000 1.648 0.235 0.200 0.000 0.435 W3 19.000 0.235 0.200 0.000 0.435 FilGravity Beam Design Y-2- UM zRAM RAM SBeam v3.0 Ad kwTo-, Licensed to: Wayland Structural l ngineering 08/03/08 22:50:00 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) .1-End (19.00,0.00) Maximum Depth Limitation specified= 8.00 in Beam Size(User Selected) = W8X35 Fy = 50.0 ksi Total Beam Length (ft) = 19.00 Mp(kip-ft) = 144.58 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft)' DL LL 1 0.000 0.035 0.000 19.000 0.035 0.000 2 0.000 0.733 0.880 7.000 0.733 0.880 3 7.000 0.200 0.200 19.000 0.200 0.200 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL) = 15.58 kips 0.90Vn = 67.96 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu (a), Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 52.1 6.7 0.0 1.00 0.90 130.12 Controlling 1.2DL+1.6LL 52.1 6.7 0.0 1.00 0.90 130.12 REACTIONS(kips): Left Right DL reaction 5.28 2.92 Max +LL reaction 5.78 2.78 Max +total reaction (factored) 15.58 7.95 DEFLECTIONS: Dead load (in) at 9.03 ft = -0.314 L/D = 727 Live load (in) at 9.02 ft = -0.321 L/D = 711 Net Total load (in) at 9.02 ft = -0.634 L/D = 359 RAM SBeam v3.0 Shear, Moment, and Deflection Diagrams Span information (ft): I-End (0.00,0.00) J-End (19.00,0.00) Shear 16 0 -8 Moment 53 0 Deflection 0.0 -0.7 ' Max DL Shear = 6.33 kips Max Shear = 15.58 kips Max Pos Moment = 52.13 kip-ft at 6.689 ft 2-4- RAM SColumn V1.01 Column Design Results Wayland Structural Engineering Job Name: Terrell Residence 8/ 4/08 10: 0 Comments: Typical Column Steel- Code: L RFD 2nd Ed. Fy ( ksi) = 46.00 Column Size = HSS4X4X3/16 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu (ft) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.00 9.00 K . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1..00 1.00 Braced Against Joint Translation. . . . . . . No No Loaded Between Joints. . . . . . . . . . . . . . . . . . No No Ends Fixed Against Rotation. . . . . . . . . . . . No No COLUMN LOADS: Design Axial (kip) . . . . . . . 22.7 Top Mx (kip-ft) . . . . . . 3.8 My (kip-ft) . . . . . . 3.8 Bot Mx (kip-ft) . . . . . . 0.0 My (kip-f_t) . . . . . . 0.0 CALCULATED PARAMETERS: Pu (kip) - 22.70 0.85*Pn (kip) = 72.82 Mux (kip-ft) 3.80 0. 90*Mnx (kip-ft) = 12..66 Muy (kip-ft) = 3.80 0. 90*Mny (kip-ft) _ 12.66 Single curvature about X-Axis Single curvature about Y-Axis Cbx = 1.67 Pex = 152.38 Pey - 152.38 INTERACTION EQUATION: Pu/0.85*Pn = 0.31 Eq H1-1-a: 0.31 + 8/9(0.30 + 0.30) = 0.85 Ridgway Roof Truss Company (Trusses and Prefabricated Building Components) Mailing: PO. Box 1309 — Gainesville, Florida 32602 Physical: 235 SW 11 th Place — Gainesville, Florida 32601 Telephone: (352) 376-4436 Email: Sales@ RidgwayTruss.com FAX: (352) 371-331F www.RidgwayTruss.com WARNING THESE TRUSSES MUST BE HANDLED ACCORDING TO BCSI-BI SUMMARY SHEETS SEE TABLE OF CONTENTS DESIGN MANUAL PROJECT NAME: Terrell Residence addition JOB NUMBER: 08-0514 CONTRACTOR: JMA Contracting DATE: 07/30/2008 jrt REVISIONS: �..��.-•-, COMMENTS: ,.,_ ��/� L?!6&:wrcw5:�� «�w xenrra�+e•r: �Ynf4...;1•f.v�t..fnF�•.r. `iterbt%119' . Permit Number. Lot Number: Miscellaneous: Address:_Duval County The information in this box if for administrative purposes only and is not part of this engineering review. _—I Standard Loading Truss Fabricator: RIDGWAY ROOF TRUSS T.C. Live 20 psf T.C. Dead 10 psf Job Reference: Addition B.C. Live 0 psf B.C. Dead 10 psf Gar �OUnSOn- GARYDOUNSONAND ASSOC., Total 40 psf y INC.,2830 NW 41 st STREET SUITE D (PE35054) (truss GAINESVILLE,FL 32606 Engineering Index Sheet (352)375.8593,CA 5201 ANSI/ASCE 7-02 Job mest ner)--- __ __ _ __ __ __ _Indexx l_of 1 Components and Claddings' um�er Date FBC - 2004 Chapter 16 and 23 Specification Quantity Exterior 080514 07/30/2008 7 Wind Speed:130 Mean Roof Ht.:16 Exposure Category:B A Professional Engineer's Seal affixed to this Index Sheet indicates the acceptance of professional Engineering Occupancy Factor:1.00 responsibilities for individual truss components fabricateo in accordance with the listed and attached Truss Specification Building Type:Enclosed Sheets.Determination as to the suitability of these individual truss components for any structure is'_he responsibilty of the TC Dead Load: 10.0 Building Designer,as defined in ANSI/TPI 1-95,Section 2.2. BC Dead Load: 10.0 Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to the truss fabricator listed above or Gary Dounson-(PE35054)(truss designer), Software-Online Plus) Notes:Refer to individual truss design drawings for special Data Mark Date Mark Date Mark Date Mark loading conditions. 1 I U j 2 i 0724p8 R2 I— 3 1 07128/08 R37 1 4 1 07124/08 R3A� 5 0724/08 R4 1 6 1 0 1 7 I 07124108 I R67 Robbins Engineering,Inc/Online Plus' ®1996-2008 Version 22.0 018 Job Index Sheet 7/30/2008 3 38.01 PM Page 1 �� 4G-3 3W- 3V-71 µ'3P-71 in w �o (V N EXISTING ROOF cm N �I �----------------- 46-3 314' 1 TABLE OF CONTENTS 1. GENERAL NOTES 2. WTCA 1-1995 (STANDARD RESPONSIBILITIES IN THE DESIGN PROCESS INVOLVING METAL PLATE CONNECTED WOOD TRUSSES) ENGINEERING (INSERT) BLUEPRINT OF TRUSS PLACEMENT PLAN (INSERT) 6. BCSI-B1 SUMMARY SHEET HANDLING, INSTALLING & BRACING INFORMATION 8. STANDARD CHORD & WEB REPAIRS 11. EXAMPLES OF PERMANENT WEB BRACING 1 WN EN Wood Truss Council of America 5937 doood 608/274-3329(fax) Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses WTCA 1 -1995 Developed by the WTCA Engineering Review Committee in cooperation with the Truss Plate Institute 2.0 OWNER RESPONSIBILITIES 2.1 Directly or through its representatives,which may include Truss Design Drawing and Truss Placement Plan; and the Contractor and/or Building Designer;(a)review and (d)coordinate the return of each approved Truss Design approve each Truss Design Drawing; (b) review and Drawing and Truss Placement Plan to the Truss approve theTruss Placement Plan;(c)resolve and approve Manufacturer prior to truss manufacturing. all design issues arising out of the preparation of each 3.0 BUILDING DESIGNER RESPONSIBILITIES 3.1 Design a structure suitable to ensure that the intended 3.2.8 Proper transfer of design loads affecting the function of eachTruss is not affected by adverse influences Truss;and including, but not limited to, moisture, temperature, corrosive chemicals and gases; 3.2.9 Adequate connections between Truss and non- Truss components, except as noted in Section 3.2 Prepare the Construction Design Documents,showing all 6.2.9. trussed areas, which must provide as a minimum the 3.3 Review and approve the Truss Placement Plan and each following: Truss Design Drawing for conformance with the 3.2.1 All truss orientations and locations; requirements and intent of the Construction Design 3.2.2 Information to fully determine all truss profiles; Documents,the effect of eachTruss Design Drawing and Truss Placement Plan on other parts of the structure,and 3.2.3 Adequate support of the Truss and all truss the effect of the structure on each Truss. bearing conditions; 3.4 Specify permanent lateral bracing where indicated by the 3.2.4 Permanent bracing design for the structure Truss Designer on the Truss Design Drawings,to prevent including the Trusses,except as provided in 3.4 buckling of the individual truss members due to design and 6.2.12. loads. The Building Designer shall specify how the permanent lateral bracing is to be anchored or restrained 3.2.5 The location,direction and magnitude of all dead to prevent lateral movement if all truss members, so and live loads applicable to eachTruss including, braced buckle together. This shall be accomplished by: but not limited to, loads attributable to: roof, (a)anchorage to solid end walls;(b)permanent diagonal floor,partition,mechanical,fire sprinkler,attic, bracing in the plane of the web members; or (c) other storage, wind, snow drift and seismic; means when demonstrated by the Building Designer to 3.2.6 All Truss anchorage designs required to resist provide equivalent bracing. uplift,gravity,and lateral loads; . 3.2.7 Allowable vertical and horizontal deflection criteria; 4.0 CONTRACTOR RESPONSIBILITIES 4.1 Provide to the Truss Manufacturer the Construction 4.4 Provide the approved Truss Design Drawings,approved Design Documents and all revisions and supplements Truss Placement Plans,and any supplemental information thereto. provided by the Truss Manufacturer to the individual or 4.2 Review and approve the Truss Placement Plan and each organization responsible for the installation of theTrusses. Truss Design Drawing for conformance with the 4.5 Comply with the field storage, handling, installation, requirements and intent of the Construction Design permanent bracing, anchorage, connections and field Documents, and the effect of the Truss Placement Plan assembly requirements of the Construction Design and each Truss Design Drawing on other trades involved Documents. in the construction of the structure and the effect of the other trades on the Trusses. 4.6 Determine and install the temporary bracing for the structure,including the Trusses. 4.3 Coordinate the review,approval and return of eachTruss Design Drawing and the Truss Placement Plan by the Owner and Building Designer. 4 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 080514 Ill 1 MONO 60000 5 0 0 Addition HO 4 HO 2-6-4 -- 2x41 B - 5'I *2x4; D 2-6-4 3x5% j 3x5 A LJL C E 3x5 T 7 SC-- 6--0-0 6-0-0 ALL PLATES ARE MT2020 See Joint D For Typical Gable Plate Size and Placement Scale:0.500"=1' Robby �rcireerir.q, ne P--s- P.PPPDX. :BUSS WEIGHT: 35.9 LBS Online Plus -- Version 22.0.018 C -B ^0.08 66 T 0.01 0.07 1. Delegated Engineer (Truss RUN DATE: 24-JUL-08 ----------Gable Webs---------- Designer) E -D 0.28 411 T 0.10 0.18 Gary Dounson, PE 35054 CSI -Size- ----Lumber---- Gary Dounson 6 Associates, TC 0.20 2x 4 SP-#2 TL Defl -0.01" in A -E L/999 Inc. BC 0.12 2x 4 SP-#2 LL De£1 0.00" in A -E L/999 2830 NW 41st Street Suite D WB 0.08 2x 4 SP-#3 Shear // Grain in A -D 0.26 Gainesville, FL 32606 GW 0.28 2x 4 SP-#3 (352)375-8593 Plates for each ply each face. CA 5201 Brace truss as follows: Plate - MT20 20 Ga, Gross Area O.C. From To Plate - MT2H 20 Ga, Gross Area TC Cont. 0- 0- 0 6- 0- 0 it Type Plt Size X Y JSI BC Cont. 0- 0- 0 6- 0- 0 A MT20 3.Ox 5.0 Ctr Ctr 0.49 D MT20 2.Ox 4.0 Ctr Ctr 0.00 psf-Ld Dead Live B MT20 2.Ox 4.0 Ctr Ctr 0.12 TC 10.0 20.0 E MT20 2.Ox 4.0 Ctr Ctr 0.00 BC 10.0 0.0 C MT20 2.Ox 4.0 Ctr Ctr 0.12 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 NOTES: Plate Duration Factor 1.25 Trusses Manufactured by: TC Fb=1.15 Fc=1.10 Ft=1.10 RIDGWAY ROOF TRUSS BC Fb=1.10 Fc=1.10 Ft=1.10 Analysis Conforms To: FBC2004 Total Load Reactions (Lbs) Design checked for 10 psf non- Jt Down Uplift Horiz- concurrent LL on BC. A 563 132 U 266 R Refer to Gen Det 3 series for web bracing and plating. it Brg Size Required Wind Loads - ANSI / ASCE 7-02 A 72.0" 0"-to- 72" Truss is designed as Components and Claddings* Plus 7 Wind Load Case(s) for Exterior zone location. Plus 1 UBC LL Load Case(s) Wind Speed: 130 mph Plus 1 DL Load Case(s) Mean Roof Height: 16-0 Exposure Category: B Membr CSI P Lbs Axl-CSI-Bnd Occupancy Factor : 1.00 ----------Top Chords---------- Building Type: Enclosed A -D 0.20 75 C 0.00 0.20 TC Dead Load: 6.0 psf D -B 0.11 56 T 0.00 0.11 BC Dead Load: 6.0 psf --------Bottom Chords--------- Max comp. force 180 Lbs A -E 0.12 4 T 0.00 0.12 Max tens. force 411 Lbs E -C 0.04 0 T 0.00 0.04 Quality Control Factor 1.25 -------------Webs------------- FABRICATOR NOTES: Robbins Engineering,Inc./Online Plus-O 1996-2008 Version 22.0 018 Engineering-Portrait 7/30/2008 3.37:32 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 080514 R3 1 SP 400806 5 0 0 Addition HO 4 HO 4 TC-- - ---- ---13-9-13--------_ - - - - - --26-.1.0-9 -. 5x6= 3x41 B ---- 3x41 2.4 4x5 J 3x4� 2x4'.I #4x8 5', I S #4x8// 4x8% SPL A 5x6 11-2-10 *2x41 Q 5-5-5A I > 1-0-OE 4x5 #5x8= 0 B 5x8 2x4 C 5' D R S1 P N Cant:10- 7-142x44x12= 3x6= 4x5= 2x41 E 5x8= F s W:308 W:308 W:308 R:1942 R:1187 R: 56 U: 445 U: 370 U: 40 8 10-7-14 - 24-1-12 5-10-12 I 40-8-6 -- -- - -3 ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR See * For Typical Gable Plate Size and Placement Scale:0.125"=1' Robb_cs -f _neerina, �=./0n' _� _ine P' s- ."vP-rROX. -R:;SS Y:E=Gr IT: 43 .4 �3S Online Plus -- Version 22.0.018 J -B 0.28 498 T 0.07 0.21 E MT20 5.0x 8.0 Ctr 1.5 0.48 RUN DATE: 28-JUL-08 B -S 0.62 967 T 0.12 0.50 D MT20 2.Ox 4.0 Ctr Ctr 0.76 S -Q 0.59 718 T 0.09 0.50 R MT20 4.0x12.0 Ctr Ctr 0.39 CSI -Size- ----Lumber---- Q -O 0.54 719 T 0.09 0.45 S1 MT20 3.Ox 6.0 Ctr Ctr 0.39 TC 0.62 2x 4 SP-#2 O -C 0.41 324 T 0.05 0.36 P MT20 4.Ox 5.0 Ctr Ctr 0.42 BC 0.61 2x 4 SP-#2 --------Bottom Chords--------- N MT20 2.Ox 4.0 Ctr Ctr 0.47 CW 0.93 2x 4 SP-#2 A -H 0.17 249 T 0.00 0.17 WB 0.59 2x 4 SP-#3 H -E 0.24 260 T 0.03 0.21 13 Gable studs to be attached PB --- 2x 4 SP-#3 D -R 0.55 731 T 0.00 0.55 with 2.0x4.0 plates each end. R -Sl 0.61 631 T 0.06 0.55 Brace truss as follows: S1-P 0.26 631 T 0.06 0.20 NOTES: O.C. From To P -N 0.24 306 T 0.00 0.24 Trusses Manufactured by: TC Cont. 0- 0- 0 40- 8- 6 N -C 0.24 306 T 0.00 0.24 RIDGWAY ROOF TRUSS BC Cont. 0- 0- 0 40- 8- 6 C -C 0.06 362 T 0.04 0.02 Analysis Conforms To: One Continuous Lateral Brace ----------Chord-Webs---------- FBC2004 I -E E -B E -R B -R D -E 0.75 1864 C 0.07 0.68 Design checked for 10 psf non- R -S R -Q D -J E -J 0.93 293 C 0.01 0.92 concurrent LL on BC. Attach CLB with (2)-10d nails -------------Webs------------- Refer to Gen Det 3 series for at each web. H -I 0.06 231 T web bracing and plating. I -E 0.15 453 C 1 Br NOTE: USER MODIFIED PLATES psf-Ld Dead Live E -B 0.57 1140 C 1 Br This design may have plates TC 10.0 20.0 E -R 0.24 728 T 1 Br selected through a plate BC 10.0 0.0 B -R 0.57 970 T 1 Br monitor. TC+BC 20.0 20.0 R -S 0.15 564 T 1 Br Wind Loads - ANSI / ASCE 7-02 Total 40.0 Spacing 24.0" R -Q 0.12 314 C 1 Br Truss is designed as Lumber Duration Factor 1.25 P -Q 0.07 298 T Components and Claddings* Plate Duration Factor 1.25 P -0 0.59 925 T for Exterior zone location. TC Fb=1.15 Fc=1.10 Ft=1.10 N -0 0.23 1029 C Wind Speed: 130 mph BC Fb=1.10 Fc=1.10 Ft=1.10 Mean Roof Height: 16-0 TL Defl -0.5111 in D -R L/562 Exposure Category: B Total Load Reactions (Lbs) LL Defl -0.2511 in D -R L/999 Occupancy Factor : 1.00 it Down Uplift Horiz- LL Cant -0.0311 in A -H L/999 Building Type: Enclosed D 1942 446 U 578 R Hz Disp LL DL TL TC Dead Load: 6.0 psf N 1188 371 U it N 0.0111 0.0011 0.0111 BC Dead Load: 6.0 psf C 57 40 U 363 R Shear // Grain in D -E 0.48 Max comp. force 1864 Lbs Max tens. force 970 Lbs it Brg Size Required Plates for each ply each face. Quality Control Factor 1.25 D 3.511 2.1" Plate - MT20 20 Ga, Gross Area FABRICATOR NOTES: N 3.511 1.511 Plate - MT2H 20 Ga, Gross Area 1. Delegated Engineer (Truss C 3.511 1.511 it Type Plt Size X Y JSI Designer) A MT20 4.Ox 8.0 3.3-0.7 0.34 Gary Dounson, PE 35054 Plus 9 Wind Load Case(s) I MT20 4.Ox 5.0 Ctr Ctr 0.22 Gary Dounson b Associates, Plus 1 UBC LL Load Case(s) J MT20 2.Ox 4.0 Ctr Ctr 0.23 Inc. Plus 1 DL Load Case(s) B MT20 5.Ox 6.0 Ctr Ctr 0.47 2830 NW 41st Street Suite D S MT20 2.Ox 4.0 Ctr Ctr 0.25 Gainesville, FL 32606 Membr CSI P Lbs Axl-CSI-Bnd Q MT20 5.Ox 6.0 0.2 0.5 0.42 (352)375-8593 ----------Top Chords---------- O MT20 4.Ox 5.0 Ctr Ctr 0.42 CA 5201 A -I 0.33 235 T 0.04 0.29 C MT20 5.Ox 8.0-2.8 0.3 0.33 I -J 0.36 519 T 0.07 0.29 H MT20 2.Ox 4.0 Ctr Ctr 0.23 Robbins Engineering,Inc./Online Plus-0 1996-2008 Version 22.0.018 Engineering-Portrait 7/30/2008 3:37:33 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 080514 R4 3 SP 400806 5 1- 0-10 2- 0- 0 Addition HO 4-1 HO 4-1 0 0 0 o 0 0 0 0 TC-4 13-9-13 26-10-9_ N 5x6= 2x4.1 B SPL J 2x4 5x6 g 51 I SPL 4x8 5x6-- 11-6-7 A O 5-5-5A 1-0-0E 4x5-- M H 4x8= 2x4:' C 5 D G S1 N L Cant:10- 7-142x41' 4x12= 3x6:: 4x5= 2x411 E 5x8= 1 a W:308 W:308 R:2278 R:1172 U: 547 U: 363 BC- --- --- --- 40-8-6 -- -- �' ALL PLATES ARE MT2020 Scale 0.125"=1' Robbie. ___icq, AP'PROX. Online Plus -- Version 22.0.018 K -0 10.60 r893\T 0.11 0.49 S1 MT20 3.Ox 6.0 Ctr Ctr 0.46 RUN DATE: 24-JUL-08 O -M 0.62 1428 C 0.16 0.46 N MT20 4.Ox 5.0 Ctr Ctr 0.22 M -C 0.53 2090 C 0.21 0.32 L MT20 2.Ox 4.0 Ctr Ctr 0.29 CSI -Size- ----Lumber---- --------Bottom Chords--------- TIC 0.63 2x 4 SP-#2 A -H 0.22 279 T 0.03 0.19 BC 0.68 2x 4 SP-#2 H -E 0.23 285 T 0.03 0.20 NOTES: CW 0.61 2x 4 SP-2400 D -G 0.55 767 T 0.00 0.55 Trusses Manufactured by: WB 0.80 2x 4 SP-#3 G -S1 0.68 1325 T 0.13 0.55 RIDGWAY ROOF TRUSS PB --- 2x 6 SP-#2 S1-N 0.34 1325 T 0.22 0.12 Analysis Conforms To: N -L 0.44 1934 T 0.32 0.12 FBC2004 Brace truss as follows: L -C 0.40 1934 T 0.32 0.08 OH Loading O.C. From To ----------Chord-Webs---------- Soffit psf 2.0 TC Cont. 0- 0- 0 40- 8- 6 D -E 0.51 2132 C 0.04 0.47 Design checked for 10 psf non- BC Cont. 0- 0- 0 40- 8- 6 E -J 0.61 322 C 0.00 0.61 concurrent LL on BC. One Continuous Lateral Brace -------------Webs------------- Wind Loads - ANSI / ASCE 7-02 I -E E -B E -G B -G H -I 0.06 238 T Truss is designed as G -K G -0 D -J I -E 0.16 466 C 1 Br Components and Claddings* Attach CLB with (2)-10d nails E -B 0.73 1368 C 1 Br for Exterior zone location. at each web. E -G 0.25 779 T 1 Br Wind Speed: 130 mph B -G 0.80 1336 T 1 Br Mean Roof Height: 16-0 psf-Ld Dead Live G -K 0.15 557 T 1 Br Exposure Category: B TC 10.0 20.0 G -0 0.37 896 C 1 Br Occupancy Factor : 1.00 BC 10.0 0.0 N -O 0.11 436 T Building Type: Enclosed TC+BC 20.0 20.0 N -M 0.58 650 C TC Dead Load: 6.0 psf Total 40.0 Spacing 24.0" L -M 0.06 249 T BC Dead Load: 6.0 psf Lumber Duration Factor 1.25 Max comp. force 2132 Lbs Plate Duration Factor 1.25 TL Defl -0.53" in D -G L/662 Max tens. force 1934 Lbs TC Fb=1.15 Fc=1.10 Ft=1.10 LL Defl -0.26" in D -G L/999 Quality Control Factor 1.25 BC Fb=1.10 Fc=1.10 Ft=1.10 LL Cant -0.01" in A -H L/999 FABRICATOR NOTES: Hz Disp LL DL TL 1. Delegated Engineer (Truss Total Load Reactions (Lbs) it C 0.02" 0.02" 0.05" Designer) it Down Uplift Horiz- Shear // Grain in D -E 0.48 Gary Dounson, PE 35054 D 2278 547 U 595 R Gary Dounson S Associates, C 1173 363 U 372 R Plates for each ply each face. Inc. Plate - MT20 20 Ga, Gross Area 2830 NW 41st Street Suite D it Brg Size Required Plate - MT2H 20 Ga, Gross Area Gainesville, FL 32606 D 3.5" 2.411 it Type Plt Size X Y JSI (352)375-8593 C 3.5'1 1.511 A MT20 4.Ox 8.0 2.3 0.2 0.45 CA 5201 I MT20 5.Ox 6.0-0.2 0.5 0.42 Plus 9 Wind Load Case(s) J MT20 2.Ox 4.0 Ctr Ctr 0.23 Plus 1 UBC LL Load Case(s) B MT20 5.Ox 6.0 Ctr Ctr 0.50 Plus 1 DL Load Case(s) K MT20 2.Ox 4.0 Ctr Ctr 0.24 O MT20 5.Ox 6:0 0.2 0.5 0.42 Membr CSI P Lbs Axl-CSI-Bnd M MT20 4.Ox 5.0 Ctr Ctr 0.22 ----------Top Chords---------- C MT20 4.Ox 8.0-0.1 0.1 0.35 A -I 0.35 238 T 0.05 0.30 H MT20 2.Ox 4.0 Ctr Ctr 0.23 I -J 0.37 535 T 0.07 0.30 E MT20 5.Ox 8.0 Ctr 1.5 0.48 J -B 0.32 505 T 0.07 0.25 D MT20 2.Ox 4.0 Ctr Ctr 0.87 B -K 0.63 1140 T 0.14 0.49 G MT20 4.0x12.0 Ctr Ctr 0.54 Robbins Engineering,Inc./Online PIusTM©1996-2008 Version 22 0.018 Engineering-Portrait 7/30/2008 3:37.35 PM Page 1 Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 080514 R6 1 TR 300108 5 0 0 Addition HO 4 HO 4 TC _ 15-0-12 _ 15-0-12 5x5= B - R U 5I P W N Y L AA J CC H EE 6-3-9 +2x4 ! F C'C' #3x6\\ D II 3x6% #3x6//3x6-- A C E G I K M O Q S T V X Z BE DD FF HE JJ 3x6 5x6= 3x6- SPL -T77-�TTT7 TT7777TT77�TTi77T�77TT/7TTTTT77, T gC - 30-1-8 -- ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR See Joint D For Typical Gable Plate Size and Placement Scale:0.188"=1' Robbins Engineerinq, Inc./Online Plus- APPROX. TRUSS WEIGHT: 239.7 LES Online Plus -- Version 22.0.018 K -M 0.00 0 T C MT20 3.Ox 6.0 Ctr Ctr 0.46 RUN DATE: 24-JUL-08 M -O 0.00 0 T E MT20 2.Ox 4.0 Ctr Ctr 0.00 O -Q 0.00 0 T G MT20 2.Ox 4.0 Ctr Ctr 0.00 CSI -Size- ----Lumber---- Q -S 0.00 0 T I MT20 2.Ox 4.0 Ctr Ctr 0.00 TC 0.12 2x 4 SP-#2 S -T 0.00 0 T K MT20 2.Ox 4.0 Ctr Ctr 0.00 BC 0.12 2x 4 SP-#2 T -V 0.00 0 T M MT20 2.0x 4.0 Ctr Ctr 0.00 GW 0.06 2x 4 SP-#3 V -X 0.00 0 T O MT20 2.Ox 4.0 Ctr Ctr 0.00 X -Z 0.00 0 T Q MT20 2.Ox 4.0 Ctr Ctr 0.00 Brace truss as follows: Z -BB 0.00 0 T S MT20 2.Ox 4.0 Ctr Ctr 0.00 O.C. From To BB-DD 0.00 0 T T MT20 5.0x 6.0 Ctr-0.5 0.39 TC Cont. 0- 0- 0 30- 1- 8 DD-FF 0.01 0 T 0.00 0.01 V MT20 2.Ox 4.0 Ctr Ctr 0.00 BC Cont. 0- 0- 0 30- 1- 8 FF-HH 0.01 0 T 0.00 0.01 X MT20 2.Ox 4.0 Ctr Ctr 0.00 HH-JJ 0.07 0 T 0.00 0.07 Z MT20 2.Ox 4.0 Ctr Ctr 0.00 psf-Ld Dead Live JJ-C 0.12 5 T 0.00 0.12 BE MT20 2.Ox 4.0 Ctr Ctr 0.00 TC 10.0 20.0 ----------Gable Webs---------- DD MT20 2.Ox 4.0 Ctr Ctr 0.00 BC 10.0 0.0 E -D 0.06 269 T FF MT20 2.Ox 4.0 Ctr Ctr 0.00 TC+BC 20.0 20.0 G -F 0.01 50 T HE MT20 2.Ox 4.0 Ctr Ctr 0.00 Total 40.0 Spacing 24.0" I -H 0.02 100 T JJ MT20 2.Ox 4.0 Ctr Ctr 0.00 Lumber Duration Factor 1.25 K -J 0.02 95 T Plate Duration Factor 1.25 M -L 0.02 95 T TC Fb=1.15 Fc=1.10 Ft=1.10 O -N 0.02 95 T NOTES: BC Fb=1.10 Fc=1.10 Ft=1.10 Q -P 0.03 147 T Trusses Manufactured by: S -R 0.04 151 T RIDGWAY ROOF TRUSS Total Load Reactions (Lbs) T -B 0.04 67 C Analysis Conforms To: it Down Uplift Horiz- V -U 0.04 151 T FBC2004 A 2555 567 U 302 R X -W 0.03 147 T Design checked for 10 psf non- Z -Y 0.02 95 T concurrent LL on BC. it Brg Size Required BB-AA 0.02 95 T Refer to Gen Det 3 series for A 361.5" 0"-to- 362" DD-CC 0.02 95 T web bracing and plating. FF-EE 0.02 100 T NOTE: USER MODIFIED PLATES Plus 9 Wind Load Case(s) HH-GG 0.01 50 T This design may have plates Plus 1 UBC LL Load Case(s) JJ-II 0.06 269 T selected through a plate Plus 1 DL Load Case(s) monitor. TL Defl -0.01" in A -E L/999 Wind Loads - ANSI / ASCE 7-02 Membr CSI P Lbs Axl-CSI-End LL Defl 0.00" in A -E L/999 Truss is designed as ----------Top Chords---------- Shear // Grain in A -D 0.15 Components and Claddings* A -D 0.12 207 C 0.00 0.12 for Exterior zone location. D -F 0.12 113 C 0.00 0.12 Plates for each ply each face. Wind Speed: 130 mph F -H 0.01 87 C 0.00 0.01 Plate - MT20 20 Ga, Gross Area Mean Roof Height: 16-0 H -J 0.01 44 C 0.00 0.01 Plate - MT2H 20 Ga, Gross Area Exposure Category: B J -L 0.01 52 T 0.00 0.01 it Type Plt Size X Y JSI Occupancy Factor : 1.00 L -N 0.02 95 T 0.01 0.01 A MT20 3.Ox 6.0 Ctr Ctr 0.46 Building Type: Enclosed N -P 0.03 138 T 0.01 0.02 D MT20 2.Ox 4.0 Ctr Ctr 0.00 TC Dead Load: 6.0 psf P -R 0.03 182 T 0.02 0.01 F MT20 2.Ox 4.0 Ctr Ctr 0.00 BC Dead Load: 6.0 psf R -B 0.03 219 T 0.02 0.01 H MT20 2.Ox 4.0 Ctr Ctr 0.00 Max comp. force 207 Lbs B -U 0.03 219 T 0.02 0.01 J MT20 2.Ox 4.0 Ctr Ctr 0.00 Max tens. force 269 Lbs U -W 0.03 182 T 0.01 0.02 L MT20 2.Ox 4.0 Ctr Ctr 0.00 Quality Control Factor 1.25 W -Y 0.03 138 T 0.01 0.02 N MT20 2.Ox 4.0 Ctr Ctr 0.00 FABRICATOR NOTES: Y -AA 0.02 95 T 0.01 0.01 P MT20 2.Ox 4.0 Ctr Ctr 0.00 1. Delegated Engineer (Truss AA-CC 0.01 52 T 0.00 0.01 R MT20 2.Ox 4.0 Ctr Ctr 0.00 Designer) CC-EE 0.01 44 C 0.00 0.01 B MT20 5.0x 5.0 Ctr Ctr 0.35 Gary Dounson, PE 35054 EE-GG 0.01 87 C 0.00 0.01 U MT20 2.Ox 4.0 Ctr Ctr 0.00 Gary Dounson 6 Associates, GG-II 0.12 113 C 0.00 0.12 W MT20 2.Ox 4.0 Ctr Ctr 0.00 Inc. II-C 0.12 207 C 0.00 0.12 Y MT20 2.Ox 4.0 Ctr Ctr 0.00 2830 NW 41st Street Suite D --------Bottom Chords--------- AA MT20 2.Ox 4.0 Ctr Ctr 0.00 Gainesville, FL 32606 A -E 0.12 5 T 0.00 0.12 CC MT20 2.Ox 4.0 Ctr Ctr 0.00 (352)375-8593 E -G 0.07 0 T 0.00 0.07 EE MT20 2.Ox 4.0 Ctr Ctr 0.00 CA 5201 G -I 0.01 0 T 0.00 0.01 GG MT20 2.Ox 4.0 Ctr Ctr 0.00 I -K 0.01 0 T 0.00 0.01 II MT20 2.Ox 4.0 Ctr Ctr 0.00 Robbins Engineering,Inc./Online Plusi°©1996-2008 Version 22.0.018 Engineering-Portrait 7/30/2008 3:37:36 PM Page 1 BCSI -B I SUMMARY SHEET 2 of 2 BRACING FOR THREE PLANES OF ROOF BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 EL ARRIOSTRE EN TRES PLANOS DE TECHO Refer Z Maximum ax imumlaer3 brace pacing QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. I°mpDr1Y a� 15'0.0'0c.for 4x2 chords p�r�braces Este metodo de aniostre es para todo trusses exceplo trusses de cuerdas paralell s 3x2 y 4x2 PerrrpanenLfirdGing. 10•a•15every 15 truss for Parollet Chord s_ - spaces(30'max.) 1)TOP CHORD-CUERDA SUPERIOR I1155£5 for more information. .`i; Truss Span Top Chord Temporary Lateral Brace(TCTLB)Spacing yea el re5tlftlen.. L Rind de Tramo Es amien[o del Amloslre Temporal de la Cuerda Su BSSL@L-Aai05tt€ Up to 30' 10'ac.max. Se1nP.g al y, - �,..- Hasta 30 pies 10 pies maximo perin inerite de The end diagonal - 30'to 45' 8'o.c.max. trusses de cuerda5.. brace for cantilevered 30 a 45 fes fi pies ma.rmo 17ardtelas para mayor trusses must be placed Lateral braces mformacidn, on vertical webs in tine 2x4xl2'IengUt lapped 4S'to 60' 6'o.c.max. with the support. over two trusses. 45 a 60 fes 6 maximo pies 4'es max. INSTALLING — INSTALACION fid a 6l1 4 les maxtmo -Consult a Professional Engineer for trusses longer than 60'. Q Tolerances for Out-of_Plane. Tolerancias pare Fuera-de-Plano. Max. Truss •Consulte a un ingeniero Dara trusses de mas de 60 pies. - �- originy Me.Bow M...flaw BOW Length U "`: ,,•••• 314• 12.5' See BCSI-B2 for TCTLB opts- max.Be. Length-► —� 7/6• 14.6' Vea of BCSI-B2 pars las opt t,es 0/50 DIN 1' i 16.T de TCTLB. - ` �. Tolerances for r ) " Out-of-Plumb 1/4' 1' -1 o 72' r 1-1/4•! 20.6' Tolerances para 1 I 1.316• 22_'9' Fuente-de-Plomada. � I ! Plumb 3/4' 3' 511" .25.0' ®Refer to BCSI-06. - If bob t- 4, 291t-1/4'Loffaun 05o max t-72' 8' x33.3'. Brig. Vea 0 mi5 Tmeri. Rep tallos erriastresiagonal CeS t-3/4• T Eco-ft_ArmGStte diagonales. r z8 de!.tcu551LYmmill CONSTRUCTION LOADING—CARGA DE CONSTRUCCION de un Left a dos QUM- ©Set first five trusses with spacer pieces,then add diagonals.Repeat ®Do not proceed with construction until all bracing is securely Maximum Stack Height process an groups of four trusses until all trusses are set. and properly in place. for Materials on Trusses No proceda con to construction haste qua tfs los amoslu s stat rw twOt(hp Instale los cinco primeros trusses con especiadores,luego los arriostres esten colocados en forma apropiada v sequra. Gipsurn Boom tr diagonales. Refute este procedimiento en grupos de cuatro trusses Plywo00 or OSB IF haste qua fades los trusses eaten instafados. Do not exceed maximus'stack heights.Refer to BC51.@4_ Asp,ax Shingles 2 twndes Sut'Ht+dry_ShCe[.:..CsTOSV.u['.!o0.11d�t:":g for more information. concrete Bova e 2)BOTTOM CHORD—CUERDA INFERIOR No exceda las maxims ahwas recomendadas. Vea el m*s Terl Clay Tray 3d htes mgh ...._�\ B.C51@9SA1:9d.9e.LlZt15ILUG±A01?para mayor infdmwcron. Lateral braces .`•., "'- over two trusses. ",,,�".•-� .;�,,` �'` IL=_-� a r-.r:. y • � � g - `��:`•. Do not overload small groups or Single trusses. I �{: �� I •� -�\ No sobrecargue peque6os grupos o trusses individuales. v �` .. Place loads over as many trusses as possible Cologue las cargos sobre tantos trusses tomo sea posible.'l �� Diagonal braces Position loads over load bearing walls. Y every 10 truss © Cologue las cargos sabre las parades soporfentes. spaces(20'max.) 10'-15 max. ALTERATIONS—ALTERACIONES Some chord and web members not shown for clarity. ®Refer to K51-.55..5urnmary Sheet-.Tfu55.Damoge._i0D5tte P10dt!KdllgflS.A0g.1f1Sfd1!d1140_Erfpr5 Vea or[LSwi�fl@LSLBS Limnos de b1t55e5.P1nn hcv ,�en Ia.CDa v Ermes de Lnitalai191L 3)WEB MEMBER PLANE—PLANO DE LOS MIEMBROS SECUNDARIOS Do not cut,alter,adrill any structurai mernber of a truss unless C—` _""„-,_- Spec lically permitted by the Truss LVtslgn Draw-rig. No cone,ailere o perfore mngun mtembro estrurnval de los trusses,a menos que este especificamente perni en e4 dibu)o del cnseno del truss. Web members - .":`. `^``'• `^-•.. Trusses that have been overloaded during construction or altered without the Trues Manufacturers ®prior approval may render the Truss Manufacturer's iimitcd warranCY null and void. Trusses clue se han sobrecargado durante la construcctdn o han lido alterados stn una autaraciun previa del FaDncame de Tnlsses,pueden rejuc:r 0 elimnar to garantia den FabrCarte de Trusses. NOR:TI,e truss Nd•dacwrd arid crus Odgrrer mus nils m hire fact tlNi ore Car%recta ane crane odewtw Id eadkasle)at u- `... `'.:;`'•” rrrele to ur.knake Ura wore[nay hese ayad to dam a gnxuld aapt.The ruNracla should uxi airy•r©u:nN rmtan:r rrynrdex) crostnxbm psora nom a con,pe[e,tarty M meNods did pocedwes owxred arc intended o,insure O+d the<.cras mmhuaxN leehnquee an,aioYed we put sora and real[,rases rr%o Matt SarELT.TINN rtapwrNrtlalgns Ax fundYy,rnstaaxy antl brauq wand Diagonal braces vvsaes arc bares upon eN ratrxtixe exr,r.Nr%e d,.aoxq tdhnxal oereoand N aN worm I—rad )'.ore mus[,dw•to int new.a every l0 truss reaponsErd.es uwdvN,cepreser.Wnthasa GUIDE to uwi,auuanfs:deuad.VoeW9M Erectxn/lrntAA_Comr:xiur.It rs sol —vied the these recanmeraatans b inwr a e,as sup'mr to dry de.3n sprue ran(pawdN M esiry dr A h:tm rngx%, spaces(20'max.) int&A*q Des 9—the Ereagnilraiaaatxxr c—,.x a or aMwrsel kr harrdar,q,xg."and daorrg wood trusses antl n does 10'-15'max. nor pe,me nae a mNr eoaxatdr[mdtwds mr aaonq ane p_-"surrey ra U, wags ane rdvmns as mar tx detmm+ed M the truss Erect'vvirautWmn Cawanon.Thus.rare yaxfd Tries C-1 a arrrerrd arta the Tans rade ir,exvre e.preipY disaa,m arrr same spacing r ,vIxl1tr for Nur .doss horn me v.t.00--or rewxe m trN rermnNmandrs.ret xdam.mr.ana:rxe rNrwn. as bottom chord Some chord and web members not Shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT WOODTRUSS,5COUNCIL O.AMERICA TRUSS PLATE ve-INSTITUTE t f7rN WTG center•63rA Entlrpnse lane•Madison,W!53719 Sal D'dno6w Dnve•Maoism,WI 5;7I4 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46 6081274<5419•www.woodtrusscab 609/833-5900-www.tpmsrp•y „S ,,I < N 1414 00 V oo z 7C °4,•!••�' •'AOS ,��` o .,� � � C �..� 0 w Q N 0 Q L a) a) a) o u _ SecB,�•gV v .. O X .O N .�- 2,0- :E O� vQ) �- c a o c cc 5 oW� cu 2 O L E rnp -C O O O °� CP N x _ o i 5 u T c p O O D E' z`d r vi E v ° of E so<`�'E= -''E W < Rzo E a Y •E o 0 3 3 o a w� c�i c ° � a°i � ° oo V) t � oNo a) L � O 2 N Q) O CO L L N — �_ O a3aZ .E` Noo C U ` ° ID p C C O O a” Q a c �.'�N- ° � .D O a) .° 0 -�a:'°` iE o0 O c 0 0 0 Lj '� L O !.fc*Feoe � p5,5 E N-° O O O ` O ` - =". ami! �L CL C y N to O ? C a) �< u E ,.•9 sj y- �Co CN O E O C N -0E O L O O u d O O '•'°0 4mZ � c � ° u c ° op m > e3:uo �< O pi a 0 Ln 0 E Ln uN � u E E - o _ :C.— a - o u L U) o ° w E •� c o 0 o c a- E .N o ° ° E a� > o a N ? D x V) E _ E o E -0 a o E E ° c cu >1p 0 "O E 0 0 EE ° o � ; u ; u u o u - -_ u o v p o o �'o v o ° u u E N _ o N c O O D L u1 C O .O O ' aai O c 0 Yp � OLn cr - 0 U v O = O -0 O N p,c cl,C O_' cn O O E tP CIO U ., D L o E E v E o ° a).0 o 3 3 a Q) N R\ o .O E E 0 7 ° ° E O�O O O !n E II f C E .N Ea E _ w Eoa) •c o > c0E � > cnNr7cD C-) �( ai 0 0 o N E E E O E a•� ao N m c cUcnF Za c 11 II II ?) x ` D Q a� N °i m o v ° o o. c u `d ci cn x � E � o- .- N 9 PERMANENT WEB BRACING CONTINUOUS LATERAL CONTINUOUS LATERAL BRACING BRACING (1 X4) 1x4#3 HEM–FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)8d NAILS. BRACING MATERIAL TO BE SUPPLIED WEB AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. �-T–BRAC E T—BRACE THESE DETAILS APPLY TO 1.5"WIDE WOOD TRUSSES. WEB • USE A 2x4 T-BRACE IF THE TRUSS DESIGN SPECIFIES ONE LATERAL BRACE (MID POINT OF WEB). • USE A 2x6 T-BRACE IF THE TRUSS DESIGN SPECIFIES TWO LATERAL BRACES (AT THE THIRD POINTS OF THE WEB). • USE A CONTINUOUS PIECE FOR THE T-BRACE, OF THE SAME GRADE AS THE WEB AND COVERING AT LEAST 90%OF THE WEB LENGTH. • CENTER THE T-BRACE ON THE WEB AND FASTEN WITH 10d COMMON NAILS SPACED 4" ON CENTER. f WEB SCAB BRACING SCAB BRACE SCAB BRACE SAME SIZE, GRADE, AND LENGTH AS WEB MEMBER. ATTACH WITH 10d NAILS @ 4"O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 11 TERRELL ADDITION 1862 Tierra Verde Drive Atlantic Beach, FL 34455 Asphalt Roofing Shingles Product Approval Data Tamko, Inc. Heritage 30AR Approval No. FL 1956.3 Submitted By: JMA Contracting, Inc. P.O. Box 140010 Gainesville, FL 32614 Terry L. Terrell Cell (352) 682-5229 Fax (352) 332-6309 f FILE COPY •wco:>u►,- a/rennrctln#fi+a•wwh+J� Florida Building Code Online Pagel of 3 uf- r SCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FOC Staff SCIS Site Map Links Search © ; E Product Approval • tf USER:Public User Product Approval Menu>Product orApplication Search>ApgicatlonList>Application Detail FL# FL1956-112 Application Type Revision �' •. ' ' Code Version 2007 Application Status Applied For Comments • Archived f Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (800) 641-4691 Ext 2394 fred—oconnor@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Frederick J. O'Connor Address/Phone/Email PO Box 1404 Joplin, MO 64802 (800) 641-4691 fred—oconnor@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Underwriters Laboratories Inc. Validated By Robert J. M. Nieminen, PE F- Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2003 ASTM D3462 2004 ASTM D7158 2005 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app _Atl.aspx?param=wGEVXQwtDqs%2fmGFoyT6... 8/28/2008 Florida Building Code Online Page 2 of3 Product Approval Method Method 1 Option A Date Submitted 08/07/2008 Date Validated Summary of Products FL# Model, Number or Name Description 1956.1 Elite Glass-Seal AR A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 1956_R2_C_CAC Tamko Service Conf FL 1956.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 07/16/2010 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be used only 1956 R2 II GlassSeal EliteApp.pdf on roof slopes of 2:12 or greater. 1956_R2 II_GS_GSElite F.pdf Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.2 Glass-Seal AR A 3 tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 1-1956 R2_C CAC Tamko Service Conf FL 1956,pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 07/16/2010 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be used only L1956 R2 II GlassSeal EliteApp pdf on roof slopes of 2:12 or greater. Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.3 Heritage 30 AR A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes L1956 R2 C CAC Tamko Service_Conf FL 1956.p Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 07/16/2010 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be used only FL1956 R2 II hert 30 apo-inst.pd on roof slopes of 2:12 or greater. FL1956 R2 II hert 30 app inst f pdf Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.4 Heritage 50 AR A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL1956 R2 C CAC Tamko Service-Conf FL_1956.p,= Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 07/16/2010 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be used only L1956 R2 II hert 50 apo inst.pdf on roof slopes of 2:12 or greater. =1-1956 R2 II hert 50 app inst f.pdf Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.5 jHeritage XL AR —�A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 1_1956_R2_C_CAC Tamko_Service Conf FL 1956.p f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6... 8/28/2008 Florida Building Code Online Page 3 of 3 Impact Resistant: N/A 07/16/2010 Design Pressure: N/A installation Instructions Other: Asphalt shingles shall be used only FL1956 R2 II hert xl deo Inst pdf on roof slopes of 2:12 or greater. FL1956 R2 II hert xl app inst f.pdf Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: DCA Administration Department of Community Affairs Florida Building Code Online Codes and standards 1555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Fax(8S0)414-8436 ©2000-2005 The State of Florida.All rights reserved.Copyright and Disclaimer Product Approval Accepts: vn�u lV� ae�kR.eYi 80""1. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6... 8/28/2008 U� the standard in safet Y Underwriters Laboratories Sent via email July 16, 2008 Tamko Building Products 220 W 4th Street PO Box 1404 Joplin, MO 64801 Contact Name: Kerri Eden Email Address: Kerri EdenAtamko.com Subject: UL Third Party Inspection Service for Florida Quality Assurance Expiration Date: July 16, 2010 Reference: File R2919 Dear Ms. Eden: This letter is to confirm that Tamko Building Products has an agreement with Underwriters Laboratories Inc to conduct audits at your plant to verify Florida Quality Control requirements at the following locations: Tamko Building Products Tamko Building Products Tamko Building Products 601 N. High St 1598 Hwy 183 2300 35`h St Joplin MO 64801 Phillipsburg KS 67661 Tuscaloosa AL 35401 Tamko Building Products Tamko Building Products 7910 S Central Expy 4500 Tamko Dr Dallas TX 75216 Frederick MD 21704 Quality Control System and Products will be inspected according to Florida Product Approval Report FL1956 to ensure the manufacturer's quality documentation is well defined,fully documented and effectively implemented. A minimum of two(2)inspections per year will be conducted. This service has been established under file R2919. If you have any questions, please call me at 314-578-3406. Sincerely, UNDERWRITERS LABORATORIES INC J. Kay Chancellor 314-578-3406 k.chancellor@us.ul.com Underwriters Laboratories Inc. 333 Plingslen Road,Northbrook,IL 60062-2096 USA T::847.272.8800/F::847.272.8129/W::ul,com -------- ---- Application Instructions for TAMKO • HERITAGE® 30 AR BUILDING PRODUCTS LANINATED ASPHALT SHINGLES Dallas, TX, Joplin, MO, Tuscaloosa, AL, Phillipsburg, KS THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.TAMKO BUILDING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY,THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER(BELOW 40°F),CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT:It is not necessary to remove the plastic strip from the back of the shingles. 1.ROOF DECK This can especially be a problem if the shingles are applied in cooler These shingles are for application to roof decks capable of receiving months or in areas on the roof that do not receive direct sunlight. and retaining fasteners,and to inclines of not less than 2 in. per foot. These conditions may impede the sealing of the adhesive strips on the For roofs having pitches 2 in.per foot to less than 4 in.per foot, refer shingles.The inability to seal down may be compounded by prolonged to special instructions titled"Low Slope Application".Shingles must be cold weather conditions and/or blowing dust.In these situations,hand applied properly.TAMKO assumes no responsibility for leaks or defects sealing of the shingles is recommended.To insure immediate sealing, resulting from improper application, or failure to properly prepare the apply 4 quarter-sized dabs of TAM-PRO@) Premium SBS Adhesive surface to be roofed over. or TAMKO Tam-Seal Adhesive on the back of the shingle 1"(25mm) NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, and 13"(330mm)in from each side and 1"(25mm)up from the bottom dry and free from warped surfaces. It is recommended that metal drip of the shingle. Press shingle firmly into the adhesive. For maximum edges be installed at eaves and rakes. wind resistance along rakes, cement shingles to the underlayment and each other in a 4" (102mm) width of TAM-PRO SBS Adhesive PLYWOOD: All plywood shall be exterior grade as defined by the or TAMKO Tam-Seal Adhesive. Caution:Apply ONLY a thin uniform Engineered Wood Association.Plywood shall be a minimum of 3/8 in. layer of adhesive less than 1/8"(3mm)thick.Excessive amounts can thickness and applied in accordance with the recommendations of the cause blistering of the shingles and may soften the asphalt in certain Engineered Wood Association. underlayments resulting in the asphalt flowing,dripping and staining. Shingles must also be fastened according to the fastening instructions SHEATHING BOARDS: Boards shall be well-seasoned tongue-and- described below. groove boards and not over 6 in. nominal width. Boards shall be a 1 Correct placement of the fasteners is critical to the performance of the in. nominal minimum thickness. Boards shall be properly spaced and shingle. If the fasteners are not placed as shown in the diagram and nailed. described below,this will result in the termination of TAMKO's liabilities 8.VENTILATION under the limited warranty.TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated Inadequate ventilation of attic spaces can cause accumulation of in the limited warranty.See limited warranty for details. moisture in winter months and a build up of heat in the summer.These conditions can lead to: FASTENING PATTERNS:Fasteners must be placed 6-1/8 in.from the 1.Vapor Condensation bottom edge of the shingle, penetrating through the common bond, 2.Buckling of shingles due to deck movement. and located horizontally as follows: 3.Rotting of wood members. 4.Premature failure of roof. 1)Standard Fastening Pattern.(For use on decks with slopes 2 in. To insure adequate ventilation and circulation of air, place louvers of per foot to 21 in.per foot.)One fastener 1 in.back from each end and sufficient size high in the gable ends and/or install continuous ridge and one 13-1/4 in.back from each end of the shingle for a total of 4 fasten- soffit vents.FHA minimum property standards require one square foot of ers.(See standard fastening pattern illustrated below). net free ventilation area to each 150 square feet of space to be vented, or one square foot per 300 square feet if a vapor barrier is installed on STANDARD FASTENING PATTERN NAIL ZONE the warm side of the ceiling or if at least one half of the ventilation is FASTENERS COMMON BOND provided near the ridge. If the ventilation openings are screened,the total area should be doubled. EXPOSE 5-5/8" IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VEN- TILATION. &FASTENERS WIND CAUTION.Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 05/08 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tairmko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 (CONTINUED from Pg. 1) OK0 • HERITAGE® 30 AR BOO.BING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX, Joplin, MO, Tuscaloosa, AL, Phillipsburg, KS 2)Mansard Fastening Pattern.(For use on decks with slopes greater parallel to the length of the shingle.The staple crown should be driven than 21 in. per foot.)One fastener 1 in.back from each end and one flush with the shingle surface.Staples that are crooked, underdriven fastener 8-1/4 in.back from each end and one fastener 15-1/2 in.back or overdriven are considered improperly applied. from each end for a total of 6 fasteners per shingle.(See Mansard and Properly Driven Improperly Driven High Wind Fastening Pattern illustrated below). uraderddven over/rlverl crooked hah MANSARD AND HIGH WIND FASTENING PATTERN _ Shingles NAIL ZONE/ t �---Decking FASTENERS COMMONBOND } CAUTION:ALL FASTENERS MUST BE DRIVEN INTO THE e-va' EXPOSURE-s/e' NAIL ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM L ABOVE. 4.UNDERLAYNIENT 3)High Wind Fastening Pattern.(For High Wind Application require- UNDERLAYMENT:An underlayment consisting of asphalt saturated ments)One fastener 1"back from each end.One fastener 8-1/4"back felt must be applied over the entire deck before the installation of from each end and one fastener 15-1/2"back from each end for a total TAMKO shingles.Failure to add underlayment can cause premature of six(6)fasteners per shingle.In addition to this shingle fastening pat- failure of the shingles which is not covered by TAMKO's limited war- tern requirement for High Wind Application,TAMKO also requires the ranty.Apply the felt when the deck is dry.On roof decks 4 in.per foot use of the following TAMKO products:TAMKO felts or underlayments; and greater apply the felt parallel to the eaves lapping each course TAMKO Moisture Guard Plus underlayment at all eaves, rakes, and of the felt over the lower course at least 2 in. Where ends join, lap valleys;TAMKO or TAM-PRO cements and coatings products where the felt 4 in. If left exposed,the underlayment felt may be adversely required;TAMKO ventilation where required,TAMKO starter shingles affected by moisture and weathering.Laying of the underlayment and if available in area, and TAMKO Hip and Ridge shingles installed on the shingle application must be done together. all hips and ridges.Along rakes,cement shingles to the underlayment and each other in a 4"(102 mm)width of TAM-PRO SBS Adhesive or Products which are acceptable for use as underlayment are: TAMKO Tam-Seal Adhesive.Also,see local building codes for proper nailing application. If High Wind Application requirements are not fol- —TAMKO No.15 Asphalt Saturated Organic Felt lowed, the High Wind Application Warranty MPH, as stated on Table —A non-perforated asphalt saturated organic felt I in the Limited Warranty, reverts to the Standard Application Wind which meets ASTM:D226,Type I or ASTM D4869, Warranty MPH limit. (See Mansard and High Wind Fastening Pattern Type I illustrated above.) —Any TAMKO non-perforated asphalt saturated organic felt NAILS:TAMKO recommends the use of nails as the preferred method —TAMKO TW Metal and Tile Underlayment, of application.Standard type roofing nails should be used.Nail shanks TW Underlayment and Moisture Guard Plus® should be made of minimum 12 gauge wire,and a minimum head di- (additional ventilation may be required.Contact ameter of 3/8 in.Nails should be long enough to penetrate 3/4 in.into TAMKO's Technical Services Department for more the roof deck.Where the deck is less than 3/4 in.thick,the nails should information.) be long enough to penetrate completely through plywood decking and extend at least 1/8 in.through the roof deck.Drive nail head flush with In areas where ice builds up along the eaves or a back-up of water from the shingle surface. frozen or clogged gutters is a potential problem,TAMKO's Moisture Properly Driven Improperly Driven Guard Plus"'waterproofing underlayment(or any specialty eaves flash- min diameter nnderarihnen overdriven crooked ing product)may be applied to eaves,rakes, ridges,valleys,around Asphalt chimneys,skylights or dormers to help prevent water damage.Contact _ Shingles TAMKO's Technical Services Department for more information. Decking 11,V p l_I TAMKO does not recommend the use of any substitute products as Waght,goad penetration, inadequate too deep,crds inadequste shingle underlayment. arai flush with shingle surface penetration into shingle anchorage STAPLES:If staples are used in the attaching process,follow the above S.APPLICATION INSTRUCTIONS instructions for placement.All staples must be driven with pneumatic STARTER COURSE•A starter course may consist of TAMKO Shingle staplers. The staple must meet the following minimum dimensional Starter, self-sealing 3-tab shingles or a 9 inch wide strip of mineral requirements.Staples must be made from a minimum 16 gauge gal- surface roll roofing. If self-sealing 3-tab shingles are used, remove vanized wire. Crown width must be at least 15/16 in. (staple crown the exposed tab portion and install with the factory applied adhesive width is measured outside the legs).Leg length should be a minimum adjacent to the eaves.Attach the starter course with approved fasten- of 1-1/4 in.for new construction and 1-1/2 in.for reroofing thus allowing ers along a line parallel to and 3 in.to 4 in. above the eaves edge. a minimum deck penetration of 3/4 in.The crown of the staple must be The starter course should overhang both the eaves and rake edges (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 05/08 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamko.eom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 (CONTINUED from Pg. 2) TAMROe HERITAGE® 30 AR B016DIN6ODOCTS LAMINATED ASPHALT SHINGLES Dallas, TX, Joplin, MO, Tuscaloosa, AL, Phillipsburg, KS 1/4 in.to 3/8 in. of asphalt saturated felt.Begin by applying the felt in a 19 in.wide strip SHINGLE APPLICATION:Start the first course with a full size shingle along the eaves and overhanging the drip edge by 1/4 to 3/4 in.Place and overhang the rake edge 1/4 in.Cut 9-3/4 in.from a full shingle to a full 36 in.wide sheet over the 19 in.wide starter piece,completely form a shingle 29 in. long. Use this to start the second course (see overlapping it.All succeeding courses will be positioned to overlap the diagram below).Cut a 23 in.long shingle to start the third course.Use preceding course by 19 in.If winter temperatures average 25°F or less, the remaining 15-3/4 in.piece of shingle to start the fourth course and thoroughly cement the felts to each other with TAM-PRO or TAMKO use the remaining 9-3/4 in. piece to begin the fifth course. Continue Plastic Roof Cement from eaves and rakes to a point of a least 24 in. up the rake in as many rows as necessary using the same formula as inside the interior wall line of the building.As an alternative,TAMKO's outlined above.The butt of the shingle should be aligned with the top Moisture Guard Pluse self-adhering waterproofing underlayment may edge of the sawtooth of the underlying shingle for a 5-5/8 in.exposure be used in lieu of the cemented felts. (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge,flip any pieces that are 8 in.or 7.MANSARD ROOF OR STEEP SLOPE ROOF longer back onto the roof.These pieces can be worked in anywhere If the slope exceeds 21 in.per foot(60°),each shingle must be sealed without creating zippers or color variations. with TAM-PRO SBS Adhesive or TAMKO Tam-Seal Adhesive imme- NOTE:Do not align joints of shingle courses when working in cut pieces. diately upon installation.Spots of cement must be equivalent in size Joints should be no closer than 4 in.from one another. to a$.25 piece and applied to shingles with a 5-5/8 in.exposure,use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. 9-3/4 S.RE-ROOFING repeat ¢3/4" Before re-roofing, be certain to inspect the roof decks. All plywood courses 15.3/4" �" shall meet the requirements listed in Section 1. 23" Nail down or remove curled or broken shingles from the existing roof. 29 15.3!4„ 23" Replace all missing shingles with new ones to provide a smooth base. rake Full Shingles that are buckled usually indicate warped decking or protruding 9-3/4 nails.Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal and replace with new. 5th course 15-/4" If re-roofing over an existing roof where new flashing is required to 4th course protect against ice dams(freeze/thaw cycle of water and/or the backup 3rd course 23" of water in frozen or clogged gutters),remove the old roofing to a point Ind course 29" 29„ at least 24 in.beyond the interior wall line and apply TAMKO's Moisture at course FII Guard Plus's waterproofing underfayment.Contact TAMKO's Technical 83/4" Services Department for more information. r-cave Cut yonrfastcourseshingle tomake 29'anda93fP Measurements will vary when nesting over an existing 5"exposure length.Co a second shingle to make a 23'and a 153M length. single roof:Call TAMKO Technical Services for further information. s 3ra° 2s _ —� The nesting procedure described below is the preferred method for 153ia' reroofing over existing metric size shingles with a 5-5/8" exposure. 23• - _ See description below: Starter Course:Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge(with the factory-applied adhesive strip along the eaves). Cut approximately 6"from the rake end and apply the remaining portion 2.7Tegnla roar" .23:a1536°atMsh'nW at the eaves. Continue the starter strip by applying full length shingle 93,4'lengths.Aa you can see,time—hingles strips cut to height as above, evenly along the existing roof at the with two cis make five courses. eaves.The existing roof should overhang the eaves far enough q C,nhn,eworargro,rwayacrnsathercof.WnenyoumakeyWr to carry water off into the gutter. If this is not the case,cut and 0.final cut atm,e fsedge,flipanypieces thataree",,longer apply the starter strip so that it will provide sufficient overhang back mto the roof,TM1ese pias can be worked in anywhere wrthoul ,angzipper w1h,va-ti— for proper drainage. NOTE:Do not align jnir¢s of shingle courses when working in cul places.Jolnts ah—W be no dose,than 4"hum one another. First Course: Remove an amount from the butt edge of a full-size G.LOW SLOPE APPLICATION shingle so that the remaining portion of the shingle fits between the On pitches 2 in.per foot to 4 in.per foot cover the deck with two layers butts of the existing third course. This course must also be applied (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 05/08 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 • (CONTINUED from Pg. 3) TAM • HERITAGE® 30 AR ,.._ BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX, Joplin, MO, Tuscaloosa, AL, Phillipsburg, KS evenly along the eaves edge of the new starter strip. •To complete the valley,apply shingles on the adjoining roof Second and Succeeding Courses- Remove 9-3/4"from the rake end plane by positioning the tip of the first shingle of each row of the first shingle in the second course, and continue with full width at the 2 in.point from the centerline where the edge of the shingles for the remainder of the course,placing the top edge of each vertical shingle has been applied,covering the vertical new shingle against the butt edge of the old shingle in the course above. shingle. This method should create an exposure of 5 5/8"after the first course. Minimum 36•wlde sheet valley centedine When beginning the succeeding courses continue to follow the Heritage of Nail Fast,Moisture Extra nail In g g 9 Gd Plus or SO lb. application instructions.(See section 5). or header rouroo6ny and of shingle uar Extend eshingle 12"-19"be beyond Existing shingles —Urn,centerline underlaymern 6"fasteners w hin 13 114 6"of centerFne Drip edge Drip edge New shingles Place tip of shingle on the edge of the vertical shingle.2 inches back from valley centerline and covering the vertical shingle. 5 518'exposure exposure FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. 9.VALLEY APPLICATION 10.HIP AND RIDGE FASTENING DETAIL Over the shingle underlayment, center a minimum 36 in. wide sheet Apply the shingles with a 5 in.exposure beginning at the bottom of the of TAMKO Nail-Fast", Moisture Guard Plus@ or a minimum 50 Ib. roll hip or from the end of the ridge opposite the direction of the prevailing roofing in the valley.Nail the felt only where necessary to hold it in place winds.Secure each shingle with one fastener on each side,5-1/2 in. and then only nail the outside edges. back from the exposed end and 1 in.up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge AR shingle IMPORTANT:PRIOR TO INSTALLATION WARM SHINGLES TO PRE- products.Where matching colors are available,it is acceptable to use VENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TAMKO's Glass-Seal AR or Elite Glass-Seal AR shingles cut down to TO FORM VALLEY. 12 in.pieces. After valley flashing is in place: Fasteners should be 1/4 in.longer than the one used for shingles •Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BEND- Note:For proper flow of water over the trimmed shingle, always start ING SHINGLE IN COLD WEATHER. applying the shingles on the roof plane that has the lower slope or less Direction of prevailing wind height. Extend the end shingle at least 12 in.onto the adjoining Start 5"exposure roof.Apply succeeding courses in the same manner, here— extending them across the valley and onto the adjoining roof. aat ener 2 Press the shingles tightly into the valley. III Start Use normal shingle fastening methods. here 5"exposure Note:No fastener should be within 6 in.of the valley centerline, and two fasteners should be placed at the end of each shingle cross- THESE ARE THE MANUFACTURER'S APPLICATION INSTRUC- ing the valley. TIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR •To the adjoining roof plane,apply one row of shingles LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAIL- vertically facing the valley and 2 in.back from the valley URE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. centerline. TAMKO®,Moisture Guard Plusa,Nail FastG,TAM-PROC'and Heritages are registered Note: For a neater installation,snap a chalkline over the shingles for trademarks of TAMKO Building Products,Inc. guidance. Information included in these application instructions was current at time of printing.To obtain a copy of the most current version of these application instructions,visit us online at tamko. com or call us at 800-641-4691. Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 05106 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamkoxom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 Tivritif iratr of Orrupattry CITY OF aiack- �fa�ida Drpartmrnt of Nnilbing 3myrrtion This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating buildin,construction or use. For the following. Single Family 5658 Use Classification Bldg.Permit No. — Group_— Type Construrtigaame Fire District. Atlantic Beach Owner of Building Reyhani Inc._ Addre,5_1112 Third Street Building Address 186 2 TJ errs Vertie_Locality—_SP_.1.�La Tierra Mm M. Widdows By MaY 29 , 198__4 Official cial Date: -- POST IN A CONSPICUOUS PLACE CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20450 Address: 1862 TIERRA VERDE DRIVE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA TIERRA Est. Value: Parcel Number: _ Improv. Cost: OWNER INFORMATION -_ Date issued: 8/04/2000 Name: TERRELL, JERRY Total Fees: 25.00 Address: 1862 TIERRA VERDE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/04/2000 Phone: (000)000-0000 — -- _ Work Desc: WATER TREATMENT _ CONTRACT_OR(S) APPLICATION FEES _ AFFORDABLE WATER PERMIT 25.00 _ Inspections Required FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25,@® 14 «� � o ?ate:_ 3/54/6g ©1 Receipt! B®7315861 — - -- CHECKS ATLANTIC BEACH UILDING T. 581�� 221800 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: 317 STATE LICENSE NUMBER: d m W I 91 TELEPHONE: �lod�-y 1(�r7 HOW M",Y OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS 4 LAVATORIES WATER HEATERS _BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER )wt/m TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. Zo 'EsM.T. I I . I � b N w � � I J/) I ' 1 I � zx • �. O7 ---33 EZ 2 A ,O v v AL Co •��c�4 �^`JCC D1CN G �� 6 � 5c� ,..5cAti /9i3 3s ,aE 28 A d- 8- 83 RCyHAN/ , A-)c. 75, CITY OF Office of Building Official REQUEST FOR INSPECTION permit No. Date A.M. District No. P.M. Time Recei Locality J Addr Contractor MECHANICAL Names ELECTRICA L BING Air.Cond.8. ❑ ugh ❑ Heating B LDING CONCRETE ❑ Rough Wiring ❑ TOut ❑ Fire Place ❑ Framing Footing ❑ Temp pole ❑ Pre Fabop Blab Re Roofing ❑ ❑ A.M. LintelP.M. READY FOR INSPECTION Friday — Thurs. Weld. A.M. ue9. D_O (� Mon. P.M. inspection Made �,_.r Final Inspection Certificate of Occupancy Inspector Date CITY OF / �*(4at Ve4L - � 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32235 TELEPHONE(904)249-2395 May 29 , 1984 Pre-Service Section 3rd Floor Jacksonville Electric Authority 233 West Duval Street Jacksonville, Florida 32202 Dear Sirs ; The following final inspections have been made and are satisfactory: Permit #3763 - 1826 Tierra Verde Drive Permit issued to Brooks & Limbaugh Electric Permit #4865 - 1862 Tierra Verde Drive Permit issued to Brooks & Limbaugh Electric Si erely , John M. Widdows,,/�/�cam Building Inspeerion Supervisor JMW:ra :B [p11 ,ycar, Code !CX 5S t oe lh tt Er r , r-`ir r, orid�tiC7`'rfl. + c ^nv Cr, t3 Er rct',ng Ot S"IS �C . Jr . n?3 D:tf c8[':S �- r 5 i+ ShC7 is i�05 pyr •, �' ii B i`�t;.i8 \ri ;FTC , V C •1© �•�rY>n c.�;a Dlnte. CITY OF ATLANTIC BEACH APPLICATION '' FOR PLUMBING PERMIT OWNER'S NAME ,l1' LOCATION 1 � �✓��' MASTER PLUMBER , STATE/COUNTY OCCUPATIONAL LICENSE NO. CERTIFICATE N0. - CONTRACTOR r TYPE OF BUILDING __ --- SINKS SHOWERS 3 LAVATORY WATER HEATERS r Z_ BATH TUBS . ,, _DISHWASHERS URINALS _DISPOSALS �j CLOSETS __WASHING MACHINE FLOOR DRAINS _OTHER /3j TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH.THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. C-ITY 01: ATL! ,91,-ITIC FLC, � "A i C L I CH.'r--F ELEC-i P ICA L ECTCR: D TE: C / --19 -;'.NT N'OPCE: Cr L OF PERIMITG!"N FOR DONNG THE WORK AS DE-S-C!J----,D N THE FOLLO' WE I -E C; C.AT IC"'S, -'E E 70 7P FORM, S 1 D VJr�R K IN' C" — --DA's'c V-%-H -1 H E ATT,' Cl-, L.'.'�S t.':D S ljE ,EOF, /,ND EN 4LCOPDANCE V;ITH THE ELECTR AL 'S, C C I TY GF 1, % ., :'Lr.-!^;'S,- -S CH 7:�;kAN C ES. Cry r2K VZ 1,17&ILU�6 4 e i:f 75 i f/c F,i C)t!- F 17,F-1: T E R E coxyS 7, rLDG. S*ZE /700 ----i:E7V,'E EN: PT. F! ELIC =S. OLD P,E'Vgt. R PT. `,-,Vl C E: F E -7 -=--=R LUM., SIZE H A y =F'✓. `Zc �. .j FR V'OLT -AY S O. S.ZE . !to. SiZE r 0. S;ZE -lA L C "ED EN TO r- -TL ETS Cl0-,Z'=.ALED C.pEN ES TOTAL i E S L H.P. AT.',%G `�.'G %', CcP. fl-.*.OT3R = 0 T 'i 3 P S ICEILKEAT: V— MEAT 0-1 OVER ORS K.P. VOLT.-' GE i ' o.PHS V0 L G E V. c V E R E."0 V. 0. K,VA 0. CH FL` -i-zll� S;ZE S,', A. S F C R P.U,E D is DEPARTMENT OF BUILDING PERMIT NO. 5 6 5 Q CITY OF ATLANTIC BEACH.FLORIDA PERMIT TO BUILD 07.7�j T 267.75CKT THIS PERMIT MUST BE POSTED ON JOB d667 1A 07297) Date 19 OOCAC 5bJS 8667 JA 8/29/1,i Valuation$ 65,253-80 Fee$ 267.75 100G This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that P.EYHANI INC. has permission to build SINGLE FA14ILY H011E AS PER PLANS Classification SINGT RAMTT V Zone Owned by 33 REYHANI INC. k Bloc —SSD SELVA TIE LotRRA House No. U62 TIERRA According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS = AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 10 O Building material, rubbish and debris —� ZI from this work must not be placed in public space, and must be cleared up and hauled away by either con- tact owner. Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER I Date-------------------------------_A$ ...... Permit *.......................Fee$----------•-- CITY OF ATLANTIC BEACH Valuation $...........................................- FLORIDA House *.............................. �._..._ .._. APPLICATION FOR BUILDING PERM:* Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that it list of sub-contractors be submitted to this office so that licenses can be verified. Date.... .. — .2•-----•------...., 18. Owner......... Er ............ Address....+ 2_.... Fo.. Y _ fhe Ng. �.- .�. Architect. r9/ ); -------- -----------------......................... ....",4--•-.Telephone Contractor Builder---• j' ,pa�, •..... a 5------- .......Address..4tq...-S F U s 77_#..4--...Telephone Lot No.-.�-_ --•-------• f�_�?,{. Block No...✓e_4.P�--------Sub Division--- - 1 •---- ------Zone................. /Street Side Between.......... . ..G, �� f},y�..._..........and........ ...................................Sts.;�rtr �f ------- r��Af t t Valuation ;.-G75y>- ' ., !'For what purpose will building be used.......................................Type of construction-----.--.-.-----..--.--..-..---.-----. Dimensions of Boding........................................Dimensions of Lot......................................................... of Footings_----.---------_----------.--.----.- Size of Piers------------------------------------Size of Sills.....-•----------- -----Greatest Sill Span in ft..........................Type Roof.............................._..... How will Building be Heated?................................................................Will Building be on Solid or Filled Ground?--.-•----.----_----..-_----------_.-- Size of Ceiling Joists........................................... Distance on Centers............................................. Greatest Span-.................................. » Size of Floor Joists...............................................Distance on Centers.......... ................................, Greatest Span-------------------•----------------.------- » Size of Rafters....................................................... Distance on Cente - ...., Greatest Span-------------------------------------------- » A R Oma)=.�...- CITY OF A-TLP',�17 4C BEACH This reetaal�le is to represent the lot. BUILDING OFFICE Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. 16 '?9' REAR LOT LINE Two copies of plans and specifications shall be submitted with application. , ?fj eC14JL � Inspections required. - 1. When steel is in place and ready to pour footing. 8. When steel is in place and ready to pour eolumm and/or lintel. 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT 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 building regulations of the City ofA tic Beach. Signature of Builder...•. ...... Address...}tj2........ ll'f/d..I}........�jr.....�u. Signature of Owner. ... - ,/-.. �. F.,,,... ._�..:.. �,�r�f,�ti Addrea...., ................. .•..............sr..............r�.......................�...... -- -- -- - -- -- - -- --- - - -— :-:1:C11.%N I CAL:-------- -- -- — -- E1.EC1}:1 CAL: -- - - IiUALIANG PFY'-IIT 1•:OiJ'SHEET per sq. ft. _ $ 3q�-J� HEATED SQUARE FOOTAGE: l7 @ $ e �_!1_`� — --' (PRIMATE/SHED) : (�. � per sq. ft. _ $____��! �•��U_ --- 7/v _ 2 $ --/ ---- -- --- - - @ $ per sq. ft. _ $— --- i PORCHES: c° $ -- --�� U�_------ per sq. ft. _ DECK: ----------- @ $ ---- - -- - — per sq. ft. _ $-------- PATIO: __ _ @ $ per sq. ft. _ TOTAL VALUATION: PEMIT FEES 13 TOTAL k'ALUATION DATA ist $ u U — Z� �'� ----- 3 2- $-- -- - MALUATION @ $ 2 UUper thousand or portion thereof TOTAL BUILDING PERMIT FEE. . . . . . . . . . . . . . . . . . . . . . . _ . . . . i , M FOR PLAN FILING FEE. . . . . . . . .$ 07- . . . . . . . 7 7 _IT R E PLUS THE Z THE BLI� DI. G P - - TOTAL FEE DUE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$ PLL.BI`_vG PERMIT FEE: $— - - --- '-'ECAANIC L PERMIT FEE: $-- -_—_- — ELECTRICAL RESIDENTIAL: $ _ ELECTRICAL TEI-20RARY: WATER METER SIZE: FEE: $ — SEWER CONNECTION CHARGE: SQUARE FOOTAGE: FEE $ WATER CONNECTION CPARGE: FIXTURE L'NITS _ @ $10.00 PER UNIT: $ ACCOUNT NO. : __ iJlJv APPROVED BY: TOTAL BUILDING/PLAN FILING FEES: $--(, 7% - APPROVED TOTAL HATER :;ETER CI'-RGE: vii `F �i'l.'.�i 7 jC BEACH TOTAL 1:ATER CO':NECTION CHARGE: $-�2O600 _ PMI-DING G'F ICE TOTAL SEWER CO':':ECTION CHARGE: �� GP--'-ND TOTAL DUE: $__1�7 -2�r PLUMBING WORKSHEET ' SINKS SHOWERS l DISHWASHERS Z CLOSETS .� BATH TUBS FLOOR DRAINS WASHING MACHINE WATER HEATERS DISPOSALS LAVATORY URINALS OTHER TOTAL FIXTURE COUNT FIXTURE UNIT BREAKDOWN 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 $10.00 PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. `2 BATHROOM GROUP CONSISTING OF LAVATORY (1 UNIT) WATER CLOSET, LAVATORY, AND BATH TUB OR SHOWER STALL _ SERVICE SINK TRAP STAND (6 UNITS) (3 UNITS) DRINKING FOUNTAIN (!� UNIT) URINAL, WALL LIP (4 UNITS) FLOOR DRAIN (1 UNIT) WASHING MACHINE RES. URINAL, PEDESTAL: SYPHON (3 UNITS) JET BLOWOUT ($ UNITS) WATER CLOSETS, VALVE OPERATED WATER CLOSETS, TANK-OPERATED (8 UNITS) (4UNITS) SHOWER STALL, DOMESTIC BATHTUB (W/OR W/O OVERHEAD (2 UNITS) SHOWER) (2UNITS) LAUNDRY TRAY BIDGET (3 UNITS) (2 UNITS) DISHWASHER (2 UNITS) KITCHEN SINK (2 UNITS) KITCHEN SINK/WASTE GRINDER (3 UNITS) TOTAL FIXTURE UNITS @ $10.._00_ EACH- �0 - -- C I TY OF ATL,'.!;', I C % CH 716 OCEAN ATLANTIC BEACH, FLORIDA ADDENDUM TO EUILD114r PLAN 6ui lding La at ion:- _ -- 4/ -D�tf�i The attached plan for the above building is approved subject to meeting the following applicable construction require„L-,L a. Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one-story buildings and three 5/8" defor '-,ed reinforcing rods for two-story buildincs. P.einforcing rods shall be placed in the lower one-third of the footings , properly placed and fastened on r-,etal cables with wire. Footings shall be six inches wider on each side than the %..all above, shall be at least eight inches thicl: and shall rest on firm soil at least twelve inches below undisturbed soil . b. In nol 1 o_w m=asonry unit construct ion, each unit cell shall be re!*nforced with at least on No. 4 bar at all conrners, poured and ta-.ped with concrete; such rein- forcing shall be properly tied into the footing and sz�andral beam. C. All food truss rafters (roof construction) , shall be securely fastened to the exterior ,..alis viith approved hurricane anchors or clips. d. Construction o nnearby one-family d.�ellings, -v.hich are duplicates or inienseIy similar, shall be avoided. Such similarity considers the external conficuration and a pearance (i . e- , roof, outer :-:all materials, window size and design, and ot:.er like c�.aracteristics) of structures. - In accord with the forecoing, similar and shall be at least 500 feet apart if any one similar d-elling is visible fro- any other similar d,:elling. e. The 'Ji.-.al connection bet,•:een the house plui-•bing drain and the se,err service connection (at the property line) rust be inspected by the City before being covered. City Man.acier undersigned hereby certifies that he has read the above and understands that this ndum tal=es precedence over any contrary details to the plans and specifications and es to co:-,,ply with the intent of this addendum. Cont ractor/C.finer -- -— --- r�--- - — - -_- Date � � ------ - FLORIDA MODEL ENERGY EFFICIENCY CODE y 0 w n FORMsot FOR BUILDING CONSTRUCTION u•,M1o� ,•� BOB GRAHAM GOVERNOR SECTION 9 9H POINTS METHOD CLIMATE ZONE DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 3 PROJECT NAME `? -Lr _ AND ADDRESS JURISDICTION it - ZIP ZONE --� BUILDER PERMIT NO. OWNER JURISDICTION NO. STATISTICS ❑ RENOVATION IF MULTI-FAMILY, NO. OF UNITS, j�T'� GLASS AREA AND TYPE COVERED BY THIS CALCULATION. IL_L_L_JI QCLEAR TINT OR FILM ❑ ADDITION (SEPARATE CALCULATIONS REQUIRED �]SGL[] GL[] MULTI-FAMILY FOR EACH WORST CASE UNIT TYPE.) SEC. H901.1 N�IKcIDBL[ DBL[] GROSS WALL AREA AND INSULATION CONDITIONED CEILING INSULATION CBS R= FRAME R= FLOOR AREA UNDER ATTIC SGL. ASSEMBLY s s i 1 1 r ( b s R l `� .❑ R =-❑ COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM QCENTRAL NONE STRIP F� GAS NONE I�i1 RESISTANCE UNITARY 21 H SOLAR r—� � OIL Q SOLAR EER-SEER = 1 i ll ❑DED.THEATOPUMP: COP = GAS �-� HEAT PUMP: COP = F.3 HEAT OTHER: OTHER.'- MAX. THER:MAX. E.P.I. ALLOWED (from 9A): L=. CALCULATED E.P.I.: , CHECK IF COMPLYING BY "ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH" (SEC. 903.11)* CERTIFIED BY: DATE FORM COMPLETION DATE (owner/a ent) CHECKED BY: ding official THIS DATA IS TO BE SENT TO DCA BY THE LOCAL BUILDING DEPARTMENT. 9A MAX. E.P.I. ALLOWED (CALCULATED E.P.I. MUST NOT EXCEED VALUE SHOWN BELOW) CONDITIONED 901- 1101- 1301- 1501- 01- 1 1901- 2101- 2301- FLOOR AREA 0-900 1100 1300 1500 � 1700 1900 2100 2300 ABOVE BASE EPI 120 115 110 105 100 9 90 85 80 A/C EFFICIENCY LESS THAN 8.0 EER/SEER (7.5 HEAT PUMP) (as of October 1, 1982) -10.01 (p DEDUCTIONS IF MULTI-FAMILY: COMMON WALLS (maximum of 5 points) 2.5 - IF MULTI-FAMILY: points) - 6..00 COMMON CEILING and/or FLOOR (maximum of 12 TOTAL DEDUCTIONS COMPUTE MAX. BASE E.P.I. DEDUCTIONS MAX. E.P.I. ALLOWED On E.P.I. ALLOWED *RESIDENCES WHICH COMPLY WITH THIS CODE BY THE "ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH" (SEC. 903.11) ARE REQUIRED TO MEET OR EXCEED ALL MINIMUM PRESCRIPTIVE LEVELS INDICATED BY SHADED BLOCKS ON THIS FORM AND PRESCRIPTIVEALL OTHER APPLICABLE REQUIREMENTS LISTED IN TABLE 96. THE E.P.I. UNDER FOR A HOUSE COMPLYING THIS METHOD IS NOT CALCULATED BUT WILL BE THE MAXIMUM E.P.I. ALLOWED FOR THAT HOUSE SIZE AS SHOWN ON TABLE 9A. THE STATISTICS SECTION ABOVE SHALL BE COMPLETED AND SUBMITTED TO THE LOCAL BUILDING DEPARTMENT. PES RIATIVEAIUR µ tHcltl rsTt INFILTRATION: windows/doors 903.1 HVAC DUCT CONSTRUCTION 903.5 WATER HEATER - ASHRAE LABEL 903.2 SWIMMING POOLS __ PIPING INSULATION 903.6 SHOWER FLOW RESTRICTORS 903.3 HVAC CONTROLS 903.7 903.4 HVAC SYSTEM EFFICIENCY SECTION 903.8 CEILING INSULATION 903.10 1 FORM 902 CLIMATE ZONES 123 9 WINTER OVERHANG FACTOR (WOF) 9 f SUMMER OVERHANG FACTOR (SOF) FEET N NE E SE S SW W NW FEET N NE E SE S SW W NW ------- ---- ---- ---- ---- ---- ---- ---- ---- ------- ---- ---- ---- ---- ---- ---- --- --- 0-0.9 1 0.98 0.99 0. 74 0.71 0.82 0.93 1.00 0-0.9 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-1.9 1.00 0. 98 0.99 0.75 0.73 0.83 0.93 1.00 1-1.9 1.00 1.00 0.99 0.98 0.97 0.98 0.99 1.00 2-2.9 1 .00 0. 98 x. �a 0. 77 76 .849 1.00 2-2.9 1.00 0.98 O,Q 0.92(Q�0.92 '� 0.98 3-3.9 1.00 0.98 0.99 0.81 0.79 0.87 0.94 1.00 3-3.9 1.00 0.95 0.89 0.86 0.85 0.86 0.89 0.95 4-4.9 1.00 0.98 0.99 0.84 0.83 0.89 0.94 1.00 4-4.9 1.00 0.91 0.84 0.80 0.82 0.80 0.84 0.91 5-5.9 1.00 0.99 1.00 0.87 0.87 0.92 0.95 1.00 5-5.9 0.99 0.88 0.79 0.76 0.79 0.76 0.79 0.88 6-6.9 1.00 0.99 1.00 0.90 0.90 0.93 0.96 1.00 6-6. 9 0.99 0.85 0.75 0.73 0.78 0.73 0.75 0.85 7-7.9 1.00 0.99 1.00 0.93 0.94 0.96 0.97 1.00 7-7.9 0.99 0.83 0.72 0.70 0.77 0.70 0. 72 0.83 8-8.9 1.00 0.99 1.00 0.95 0.96 0.97 0.98 1.00 8-8.9 0.99 0.81 0. 70 0.68 0.77 0.68 0. 70 0.81 9-9.9 1.00 1.00 1.00 0.97 0.98 0.98 0.98 1.00 9-9.9 0.98 0. 79 0.68 0.67 0. 76 0.67 0.68 0.79 10-10.9 1.00 1.00 1.00 0.99 0.99 0.99 0.99 1.00 10-10.9 0.98 0.77 0.66 0.66 0.76 0.66 0.66 0.77 11-11 .9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11-11.9 0.97 0.76 0.64 0.64 0.76 0.64 0.64 0.76 12 UP 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12 UP 0.97 0.75 0.63 0.64 0.76 0.64 0.63 0.75 9G HEATING SYSTEM MULTIPLIER (HSM) COP k.2-2.3 2. 2.6-2.7 2.8-2.9 3.0-3. 1 3.2-3.3 13.4 & UP HEAT PUMP HSM 0.45 0.42 0.380.36 0.33 0.31 I 0.29 SOLAR HEATING SYSTEM (BACKUP SYSTEM FRACTION) x (BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT 1>.00 NATURAL GAS / PROPANE 1.0 (SEE TABLE 9D FOR CREDITS) OIL 1.0 (SEE TABLE 9D FOR CREDITS) 9H COOLING SYSTEM MULTIPLIER (CSM) EER/ 6.8-6.9 7. -7.4 .5-7.9 8.0-8.4 8.5-8.9 9.0-9.4 9.5-9.9 10.0-10.4 10.5-10.911A-11.9 12.04P ELEC. SEER CSM 1.00 .9 0.87 0.81 0.76 0.72 0.68 0.65 0.62 0.59 0.54 COP 0.40-0.44 0.45-0.49 0.50-0.54 0.55_0_5910 -0.59 0.60-0.64 0.65-0.69 0.70 & UP GAS - CSM 1.50 1.25 1.20 1.09 1.00 0.92 0.89 *ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH MINIMUM AIR CONDITIONER EFFICIENCY LEVEL 8.0 SEER/EER FOR STRAIGHT COOL OR 7.5 FOR HEAT PUMPS. NOTE: EER = COOLING MODE COP x 3.413= ARI RATED COOLING OUTPUT IN BTUH _ TOTAL WATTS CONSUMED _j 91 HOT WATER CREDIT POINTS (HWCP) ELECTRIC RESISTANCE WATER HEATER 0 GAS WATER HEATER 10 INSTANTANEOUS WATER ELECTRIC _ 4.5 HEATER GAS 12.6 ELECTRIC BACKUP 6'7 HRU (A/C) WATER HEATER 13.9 GAS BACKUP ELECTRIC BACKUP 9.7 HRU (HP) WATER HEATER 14.5 GAS BACKUP HEAT PUMP WATER HEATER COP 1.60 - 1.89 1.90 - 2.19 2.20 - 2.49 2.50 - 2.79 2.80 - 3.00 (DEDICATED HEAT PUMP) CREDIT POINTS 9.0 11.4 1 13.1 14.4 15.4 OVERALL SOLAR FRACTION' 0.1 0.2 0.3 0.4 1 0.5 0.6 0.7 0.8 0.9 1.0 SOLAR v. ELECTRIC BACKUP 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 H HOT WATER o z o GAS BACKUP 11.4 12.8 14.2 15.6 17.0 18.8 19.8 21.2 22.6 24.0 U a *PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM = 100 = OVERALL SOLAR FRACTION 4 �a \r CITY OF A`I 'N"iPIC APPLICATION "tbR SFt :S _;�R (l Y. ��'�ICr j_ r-ATION -- -- SL3DIVISION _ ~"`' BLOCK 140. LOT In. ' Orr -- `tT�l ------ ----- 1yPE OF —'----- t DATE— BY- L CITY OF ATLS.NTI C BEACH APPLICATION FOR WATER CUT-INS. . . . APPLICATION IS HEREBY "LADE FOR WATER CUT-IN AT THE FOLLOWING ADDRESS FOR c2v UNITS. CUT-IN CHARGE OF C��V CTTv�_ STREET NO. LOT BLOCK �—�` _ SUBDIVISION ACCOUNT YUMBER PtAILING ADD.-PRESS --- — DATE METER NO. DATE INSTALLED yK...a 'i � I DEPARTMENT OF BUILDING 5660 6 6 O CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. J PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB I Date 11-21 19 42.00 T Valuation$ TIECHANICAL Fee$ 42 • 00 42rOOCKT .3453 1A 11123/ This permit not valid until above fee has been paid to City Treasurer,and is .0pCAt` subject to revocation for violation of applicable provisions of law. 343 /23P This is to certify that r1('t"A CThTT' HEATING & AIR has permission to r Classification SINGLE FAMILY/ Zone PUD P.EYHANI INC Owned by � Lot 33 Block S/D GFT SIA TTFR? A House No. t Rti _-"T,, VE��E I?�IVTS According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS = AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE --� — bl. O Building material, rubbish and debris ZI from this work must not be placed in public space, and must be cleared = u hauled away by either con- trac owner. Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER E UIWINGG A-N ZON'likI INSPECTION DIVISION CITY OF ATLANTIC BEACH, FLORIDA � (C APPUCATION FOR MECHANICAL NERMIT F11- Tn,7i mnR!afn all i#ums in sc;fiorrs I, 1i, eNJ (Y. n� OnY Or.lVVLd-4 L.1S�S. i�?Skma!rt_O (,.crus, S«,tf,. test, West) (Addrotis - St. e�- St. 2 )G Lof No �J 6lock No(State por!;':rm of hf if I,rss than full k!--Atfech "&I da..cr.p!;cn a.,sr dcoJ in dupl;cstif net*sasry) OF PROnSED WORK -- N! eppliccnts corm.!!® Pb.rif A --•- a A. U5Z CF WILDING - H. GSYNt:s=EiilP RESI DEN-IAL ;5. Privets (indii,'utl, torperet'rwr, n �.p^cri4 iMt;tt;f�X, I. On. fom;ly 11. ❑ Unity e4c.) Ib. ❑ Publw (isdarcl, Stas*or 6cot 2. C1 Two or mc to fs.niFj - 13. ❑ Sc�. rt-try, - yowrwwewf) Ents. number of ro,.nc other 44jvo"l C_ HATUPE OF \YORK -- -` 3. ❑ Tramienf, hotel, motel, rooming l+ouso - 13. ❑ Store, frszmarrf;l* 17. X Nr,. 1,i ding Enter nu,mbar of un;h O}},mr I S. ❑ Existing r-gitd:ny. 4. ❑ Of ar residential �- 14. ❑ OTHER-SPECIFY _ 19. [] l;erla.amcnf of oslstinq tysterss ---- 20. !X Nk•a ;nsta!:ation (No ersf" Fravicvct}y iwc}allsd) NON-RcSiCEKTIAL � 21. ❑ Esftr:ior,or add-on to e:;st:rq sysfarn. S. ❑ A-mutsnsont, mcre,tionel 22. ❑ Outer--Spoc;fy --- 6. ❑ CAurch, other reGgiovt 7. ❑ Industrial t. Q Garage, tsrv;ca stcf;on 4. ❑ Hospital, ;nst;tutionDl � E TYtsc OF 3UILDi1%46 10. ❑ Office. bank. professions! c/-r 36. ❑ Number of.ksria 37. wc-'d frena D- ldfr~:AN;uA: EIPUIPMENT TO EE 1NSTALLrr 3S. ❑ ;.lason•y and weed (Pro-;do complato list of componor,h oe 'tack 0f th;s four) i 34. ❑ rainforto-d corcrohr 2J. f�rnsu: ❑ Spacs ❑ &awe sec! Confrsl ❑ f6.wr s 40, !� StfL'Cftlrol t!s*1 24. Air Conditioning: rJ Room �Cor.fral q 41. 15. Duct System: b(atareL►�f� ��f} 11 T}s;ck�t ` L7 C*a'nar _ -- Maximum capac;tr l;)-QfS - 76. ❑ Refrigorafion 3-- -roN ----- 27. ❑ Cooling toWor: Capacity -- T'HIS •4CF FOft OFF--Z USE ONLY 21. ❑ Rev rprnk!ers: Num.ber of hc.adt_.__ 24. ❑ Elorator ❑ AfanGf► ❑ "falcr__ (number) 30. ❑ Gesorra pjm.p _,_f nu,,v�r) 31. ❑ Tankt_ (ncrr.b:r) Romoris _ 32. ❑ LPGcontainers -__(nur sser) 33. [] Unfired protium "uol 34. ❑ Wi.en Permit Appro,vd dy-_ Dah 35• ❑ Other - Sp;.c;fy _ - Porns:t F*a- L(I!. GENER-AL INFORM.*TION A. Tran of h¢eting 1w1: ------•-•--- ---- E3 .-- 41. NKtnC IS OTKER COHSTFeiCTION EEING DONE ON �ks ❑ THIS BUILMHG OF SITET 43. ❑ Gas-❑ LP ❑ Rah rel ❑ Cbntral Utility �t- 44. ❑ Oil IF YES, GIVE NUMBER OF CONSTRUCTION P%ri:A1T _ 45. ❑ Other - Spa'cify -- - IY. To bo cxr,piaicA !:-y atl applicenfs , In cons;darationof pporm'i givers for doing t♦+a tion as dtstnb d in tl,e above stefoman± .a hmr:Ly agroo to perform srk e;d Boin accordant• riff fle attached plant and tyrcifcet;c+ts v4ich �ro a port 14.-mof and in nctcrdance 0h 40 City of Jtclson.i.'ls ordinances and standards of ,cod r.'_tt;Ce litf4d $:Snatvh of �Aj se pk:v Cc.r.trector Ayant O.rner (Print) QCom ti k ( F.ddnsss j $•gnoMr: of G.nir Sgr4ture of - --- cr Aj.tno,::od Agont Arch;tecf or Eng;naor y'g CITY OF ATLSNTIC BEACH APPLICATION FOR LATER CUT-INS. . . . APPLICATION IS HEREBY "LODE FOR __ WATER CUT-IN AT 0 _/� THE FOLLOWING ADDRESS FOR_ c2 __ v _ UNITS. CUT-IN CHARGE OF STREET NO. LOT BLOCI: -� SUBDIVISIOP: ACCOUNT NUMBER - MASTER PLC-!BER ---- *SAILING ADDRESS ----- DATE METER NO. DATE INSTALLED_ _ st- CITY OF ATIAIJI'IC BEACH APPLIC -TION FOR SEWER C(YND--I'IO*4'S MY-'kTION_�� --- -- -- - IAT N0. '33 BLr-X:IK 740. SU3DIVISION l TYPE OF BUT IDLNG t DATE DI�SPECJIBY MAP SHOWING SURVEY OF LOT 33, SELVA TIERRA, AS RECORDED IN PLAT BOOK 38, PAGES 28 AND 28Aq OF THE CURRENT PUBLIC RECORDS OF DUVA.L COUNTY, FLORIDA. IL_ o T 34 I FOUNO , /i2 If OA/ .5. 77 39 2/' ; �oun/o E /D 3. /9' iROAl (� Z Y.,2 h h� � �'/ 244 .• .._ _ .' - -. . . 5 J N VW n� ILOti/E5T FG OORC2 00) '4 �Q. \ Q _ 1�--/- -- Q ME NT FDR ORA/SAGE, UTiL/TIE S e 5EGV8,¢5 -� Z o T 32 TN/5 /5 A L A.Vo .5uRVEY. • No BU/LO/MG A7,557Q/C7/0A/ L/n/E By PLAT. ; • T/-1/S P.40PEPTY L/ES /.V ,<LOpp ZONE 'C" "�/N/C./ /5 /A/ T.'/E /OD YEAR FLGY�o ARE�4- EL EVAT/ON5 ARE 6A5E0 On/ n1,47/O1VAL 6E00E7-/C VERT/CAL DATUM 4.VO AA FL- _5HOI-I//V ,roLl R=2-5' Y 4oRy � 90 W SA 7-61.�2 ,00 � I hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Land Surveyors, pursuant N. A. DU�DEH to Section 472.07 Florida Statutes. & ASSOCIATE S INC. _ LAN D aaoiarpmso rra,raven Mo. 38caZ, FGA. SURVEYORS Post Office Box 50870 SIGNED_` P:E fE f' 14r 10 B3 830 Beach Boulevard Jacksonville Beach,Florida 32250 SCALE- THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. 101-71 - /260/ CITY OF ATLANTIC BEACH M INSPECTIONS BUILDING PERMIT NO. �,J ELECTRICAL PERMIT N0. PLUMBING PERMIT NO. MECHANICAL PERMIT NO. JOB ADDRESS� �?� CONTRACTOR OWNER ` called in ins e ted approve-cdisaproved reinspected JEA FOUNDATION FOOTING SLAB PLUMBING (R) TOP OUT zz-- SF,WERnft� EMP POLE _ ELECTRICAL (R) AO ELECTRICAL (F) 1 _ FRAMING PLUMBING (F) LINTEL/BEAM COLUMN STEEL SHOOT GRADES LOT CLEARING FINAL INSPECTION MECHANICAL HEAT/AC FIRE PLACE --- CITY OF �! Office of Building g Official REQUEST FOR INSPECTION Date Time Permit No. Received S P.M. District No. J ddress Owner's Locality Name Contractor BUILDING CONCRETE ELECTRICAL Framing UMBING MECHANICAL Footing Rough Wiring ❑ Rough Re Roofing Slab g ❑ Air. 8 ❑ Temp �— Pole C Top Out Heatinging Lintel � Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. ue . Wed. A.M. q /7 Thurs. Friday Inspection Made / -- / A.M. P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF Office of Building Official G Date REQUEST FOR INSPECTION� t�f � � � Time �ar•JJJ Permit No. Received 1 P.M. District No. i7 Job Address �— Owner's Name Locality w BUILDING Contractor CONCRETE ELECTRICAL Framing ❑ PLUMBI G Re Roofing ❑ Footing MECHA Slab — Rough Wiring ❑ AL Rough Lintel _ Temp Pole ❑ To Out Air.Cond.& ❑ Top - Heating READY FOR INSPECTION Fire Place ❑ Mon. Tues. Pre Fab Inspection Made Thurs. Friday A.M. �v �� A.M. P.M. Inspector P.M. Final Inspection❑ Certificate of Occupancy Date CITY OF 4&4"4c /3e42CA_9vda�u Office of Building Official _ Date j�REQUEST FOR INSPECTION � � � Time Permit No. Received District No. Job Address Owner's cality Name BUILDINGContractor CONCRETE ELECTRICAL Framing ❑ Footing ❑ UMBING MECHANICAL Re Roofing ❑ ugh Rough Wiring ❑ o Slab lye Temp Pole ❑ ❑ Air.Cond.& ❑ Lintel ElTop Out ❑ Heating Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. hurs. A.M. Inspection Made C�`�U Friday-_P M .M. Inspector P.M. � Final Inspection❑ Certificate of Occupancy Date CITY OF 4& 4^146 Beac,4, �\ Office of Building Official ZZ MREQUEST FOR INSPECTION Date —F-3 J Q ,O Permit No. Time Received P.M. District No. Job Address Owner's Locality, Name Contracto �> BUILDING CONCRETE ELECTRICAL PLUMBING Framing ❑ Footing 11 Rough Wiring IY Rou h MEC ICAL Re Roofing G Slab ❑ Temp Pole C g ❑ Air.Top Out n Heating ng & ❑ Lintel ❑ Fire Place READY FOR INSPECTION Pre Fab Mon. Tues. A.M. Thurs. Friday p M inspectionMaae A.M. P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF Office of Building Official f/ REQUEST FOR INSPECTION Date Time Permit No. (� /O A. Received PM District No. / L Job Address Owner's Locality Name Contractor BUILDING CONCRETE ELECTRICAL UMBING MECHANICAL Framing Footing Rough Wiring Rough Re Roofing Slab ❑ g C Air. 8 iy Temp Pole C, Top Out �/ Heating Lintel ❑ Fire Place Q �� READY FOR INSPECTION Pre Fab Tues. Wed. Thurs. Friday A. / {y Inspection Made D� A.M. P.M. 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