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1010 Oak Ave 07-1355 SFRPERMIT ADDRESS CONTRAC ADDRESS m m SUBDIVISION < jl TOR PERMIT # 0 01- 1355 DATE G;t® �" PERMIT DESCRIPTION PHONE NUMBER Jivi 9.3 PROPERTY OWNER SAo4Af ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT VALUATION �� •� SQUARE FOOTAGE *S�Oht'�1,4.rVi. v d m O d H C�7 ii COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 107-75005 BUILDING PERMIT NUMBER: 0_7,-/-JP) (CITY) UNIT ADDRESS: 0 7 _L _L0 0--A.K TRAFFIC ZONE: JURISDICTION: 06 SEC: TWP: RNG: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: jA LA ADDRESS: APPLICANT NAME: ADDRESS: DATE: 0-4-h-3-h-7 COUNTY NUMBER: CITY OF SANFORD PARCEL: TRACT: BLOCK: LOT - LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached -- Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS -ARTERIALS CO -WIDE 0 dwl unit !P' 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH 0 dwl unit 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE STATEMENT 1 2,143.00 RECEIVED BY: SIGNATURE: (PLEASE PRINT NAME) DATE- L 3- / 06 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. 13 PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT******************** MAP OF SURVEY 1010 OAK AVENUE DESCRIPTION LOT 3 AND THE SOUTH 1/2 OF VACATED ALLEY TO THE NORTH, BLOCK 12, TIER 5, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGES 56 THROUGH 64, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ALSO FND. IRON NO o 25' E. 14' ALLEY 1.48' N. SET 112" I.R. � 57' DESC LB j/7084 56.87' MEAS s 4' CLF �� pai6 1 � p A I LOT 3 � I Ad o (VACANT) LOT 4 LOT 3 4' CLFJ r sI 9 SET 1/2" I.R. p�k LB Iff7084 0� a I la I� �s I see 57' DESC .r 56.98' MEAS 1 7'1 5" Cw BC OAK AVENUE (66' R/W) 330.00' P & M FND. 112" IR NO,# THE S. 112 OF VACATED ALLEY TO THE NORTH � LOI a �I NO LOT 2 �I I THE REMAINDER OF THE VACATED ALLEY TO THE NORTH W� 4 V I E� O I )-6' FND. 518" IR r NY7' I Iu PO DFJ SC1-56-BLK12-TIER5-LOT3 NOTE: UNDERGROUND UTILITIES AND FOUNDATIONS HAVE NOT BEEN SHDWN fc� - L UNNAMED BUFFER DEDICATED BY PLAT 1 FND. N&D 13382 BOUNDARY SURVEY CERTIFIED TD: B. SCHUMAKER CONSTRUCTION, LLC.; BRYAN K. SCHUMAKER; FIRST NATIONAL BANK ❑F CENTRAL FLDRIDA; FIRST AMERICAN TITLE INSURANCE COMPANY; SMITH MACKINNDN, PA. LEGEND REVIS ONS: I FIELD DATE: JAN. 16 2006 SCALE: 1 • =20' BC - BACK OF CURB CALC € - CALCULATED - CENTERLINE CBW CM - CONCRETE BLOCK WALL - CONCRETE MONUMENT AWN Y: A. R. / . D. M.A.P. THIS BUILDING/LOT IS IN FLOOD ZONE X, BASED ON CLF - CHAIN LINK FENCE COVD - COVERED CONC CP - CONCRETE - CONCRETE PAD CW DE - CONCRETE WALKWAY - DRAINAGE EASEMENT Land Surveying Inc. FLOOD INSURANCE RATE MAP, N0.120294 0045 E, CITY OF SANFORD, FLORIDA 4 -CENTRAL ANGLE ESMT -EASEMENT � BEARING STRUCTURE BASED ON : THE CENTER DESC - DESCRIPTION FFE - FINISHED FLOOR ELEVATION IP - IRON PIPE DW E/P - DRIVEWAY - EDGE OF PAVEMENT L - ARC LENGTH LINE OF OAK AVENUE. IRD - IRON ROD OLFOUND US -METAL SHED - ON LINE o 4515 Curry Ford Rd. ,. MEAS - MEASURED P&M - PLAT & MEASURED Suite C N&D PC - NAIL &DISK -POINT OF CURVATURE POB POC - POINT OF BEGINNING - POINT OF COMMENCEMENT Orlando Fl. 32812 Andrew Perry, y, P. S. M. R - RADIUS R/W - RIGHT OF WAY UB - UTILITY Box PH. 407 896 4557 TYP UE _ TYPICAL - UTILITY EASEMENT wF - WOOD FENCE FAX 407 896 4874 Professionol Surveyor & Mopper 16124 LB - LICENSE BUSINESS i - NUMBER E-Mall +' Mapiandsurvev®cfl.rr.com LB 17084 1JOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL USED SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER."I Dec 12 2006 4:33PH HP LASERJET FAX City of Sanford Building Division 300 N. Park Ave 2 Sanford, Florida 32771 Phone: 407- 330-5656 Fax: 407-328-3859 REVIEW RESPONSE Date: December 12, 2006 Contact Person: Bryan Schumaker Contact Phone Number. 407-416-3193 Contact Fax Number: 407-862-0719 Contact E-mail Address: Reference Number: Project Description: Single Family Residence Job Address: 1010 Oak Ave. The following is a list of the areas of the submitted plans that contained violations of the cod ! _adopted by the City of Sanford and -enforced by the Building Division. The violations noted mu be addressed before the plans can be approved. Changes must be submitted on the origin submitted format. Changes to construction documents that require an Architect or Engineer's se i must be submitted with the appropriate seal. ARCHITECTURAL A-1 The plans shall clearly identify if the structure is to be wood framed or if the walls are to of CMU's. Detail call outs are inconsistent and the details to be used in the D sheets are n t referenced with In the plans. STRUCTURAL "$-i Assuming that these structures are of wood framed construction provide a lateral analys s along.with a shear wall plan. FBC 1604.4, 1606.1.1, 1609.1.3 and Section 2305. ✓S-2 The plans are unclear as to what the header sizing shall be. -,A-3 Provide the engineered truss details and calculations. /� Provide the product approvals for the overhead garage door and the swinging doors. S-5 Wood sole plates on exterior walls shall anchor bolts with a minimum of 7" of embedmen FRC R403.1.6. MECHANICAL. M-1 Provide the energy code compliance statement. Y M-2 Provide aheat loss calculation. Any error or omission in this plan review shall not be construed to grant apprdval of"any,,viol; of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you: may have to Wayne Thorne at (407) 330-5686 or fax to 328-3859. You may also contact me by E-mail at i sanford ff us. P. Fl. CITY OF SANFORD BUILDING VALUATION WORD SHEET NEW ONE AND TWO FAMILY AND TOWNHOMES DATE 3 ? APPLICATION NUMBER PROJECT ADDRESS 10 kQ*3 O hV,, -e- BUILDER .6G L!5!Z A P-C- MODEL O It K 0 trN `�- BUILDING CODE OCCUPANCY USE GROUP R-3 BUILDING CODE CONSTRUCTION TYPE V-B SQUARE FOOTAGE OF AREAS: BVD, LIVING AREA 16 S,S X 91.36 = I . zoo, 60 GARAGE HT. X 35.55 = 05. l)ft r,8.6 COVERED PATIOS) X 35.55 = �� . 31 • �� TOTAL ESTIMATED VALUATION , 3, 60 COST PER SQUARE FOOT FOR VAULATION FROM THE MOST CURRENT BUILDING VAULATION DATA (BVD) AS PUBLISHED IN THE BUILDING SAFETY JOURNAL BY THE INTERNATIONAL CODE COUNCIL March 1, 2007 JEFF BAKER 10/24/06 11:07am P. 002 Series 165/3000 Single Hung and Fined Windows Series 740f74413740 Single Hung and Fixed Windows Series 16813168 Horizontal Slider and Fixed Windows • Series 680 Horizontal Slider and Fixed Windows NOTE: SEE INDIVIDUAL TEST REPORT(S) FOR DP RATINGS AND MAXIMUM ALLOWABLE SIZES. INSTALLATION INSTRUCTIONS FOR "APPROVED FOR FLORIDA" ALUMINUM FIN WINDOWS BetterBilt Windows & Doors appreciates your recent purchase of a maintenance free prime window, which will not rust, rot, mildew, or warp. This is a quality product that left our factory in good condition — proper handling and installation are just as important as good design and workmanship. Please follow these recommendations to allow this product to complete its function. 1. Handle units one at a time in the closed and locked position and take care not to scratch frame or glass or to bend the nailing fin. Place a continuous bead of caulk on the back side of nail fin (mounting flange). 2. Set unit plumb and square into opening and make sure that there is. 3/16" + 1/16" clearance around the frame. Fasten unit into opening in the closed and locked position, making sure that fasteners are screwed in straight in order to avoid twisting or bowing of the frame. Make sure that sill is straight and level. Check operation of unit frequently as fasteners are set. 3. Use # 8 sheet metal or wood screws with a minimum of 1" penetration into the framing (stud). Place first screws (two at each comer) 3" from end of fin. For positive and negative DPs (design pressures) up to 35, do not exceed 24" spacing of additional screws. For DPs from 35.1 to 50, do not exceed 18" spacing_ 4. Caulk entire perimeter of fin to mounting surface joint and caulk over screw heads. Note: this step can be eliminated if 4" wide adhesive type flashing is used (sill 15'., jambs 2"d., head 3'd.). 5. Fill voids between frame and construction with loose batten type insulation or•non-expanding-Aerosol foam specifically formulated for windows and doors to eliminate drafts. The use of expanding aerosol type insulating foam, which can bow the frame, waives all stated warranties. 6. Remove plaster, mortar, paint, and debris that has collected on the unit and make sure that sash/vent tracks and interlocks are also clean. Do not use abrasives, solvents, ammonia, vinegar, alkaline, or acid solutions for clean-up, especially with insulated glass units as their use could cause chemical breakdown of the glass seal. Take care not to scratch glass; scratches severely weaken glass and it could eventually break from thermal expansion and contraction. Clean units with water and mild detergent- - CAUTION - BetterBilt Windows $ Doors or its representatives are unable to control and cannot assume responsibility for the selection and placement of their products in. a building or structure in a manner required by laws, statutes, and/or building codes. The purchaser is solely responsible for knowledge of and adherence to the same. BetterBilt Window products are not provided with safety glazing unless specifically ordered with such. Many laws and codes require safety glazing (tempered glass) near doors, bathtubs, and shower enclosures. Also be aware of other code requirements such as emergency egress and structural / energy performance. Corporate Headquarters: .,`' : r t ` `;`�'•. www.mihp.com ti dy M.I. Home Products C �✓ `` 650 West Market St. �R, ��j p. ©,�Ar _: I10. ; i 7 ° : •` Gratz, PA 17030-037 4- _''€ 717 365-3300 �ANUFAC S • Rev.7-24-0d L Series V43 "STRUCTURAL" VERTICAL MULLION - Nail fin type NOTE: If adding a transom, roundhead, etc., saw 1/4" off the top of the mull before joining units and _refer to horizontal mull instruction sheet #MULLH43A. Step 1. Strip fins from windows where mulls are to be used. Step Z. Apply a bead of caulk in the mull to seal against window iambs. ?qT- TP A 7�4'744 Step 3. Place windows and mullions together as shown below.�vMCS + Ste 4. -.. p The single hung jamb has an exterior track- (screen area — bottom =}.�, o si wiri`clow,j'�-an�- a� inteno� ""1"r'cictc�"(operatin.g-cash — upper half of window). In these areas only, drill 1/8" pilot holes through the jambs into Re mull' n, then re —drill the jombs only with 3/16" clearance holes. Holes should be spaced evenly on approximately 12" to 16" centers. Step .5. Attach windows to mullion using #8 x 3/4" sheet metal screws (not included) through drilled holes as shown below. To avoid jamb distortion, do not overtighten screws. Step 6. The gap between window jambs at the top must be flashed and caulked and preferably be covered by construction / overhang to prevent water leakage. A 3" long black plastic flashing clip which clips on the top edge of the nail fin is provided to help close this gap. Use ample sealant under and on the edges of this clip. Step %. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below.. with tab pointing to inside. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. NOTE: FACTORY TWINNED UNITS ARE FURNISHED WITH A FULL LENGTH DRIP CAP. THIS IS AVAILABLE AS AN OPTION — SPECIFY "SECT5769" AND LENGTH SHOWN ON INSTRUCTION SHEET # MULLV43B. n CAUTION: This mullion is one inch wider than the Series 543 mull which took up 1/4' between units. ADJUST THE WIDTH OF ROUGH OPENINGS AND STACK -ON SERIES No. OSX WINDOWS ACCORDINGLY #8x3/4" Exterior 1/e" DRIVE HOLES (MULLION) 3/16" Clearance Holes (Field Drilled) places) • //- az�T"ne -6" CLEARANCE HOLES (JAMBS) NOTE: SEE REVERSE SIDE FOR FASTENING REQUIREMENTS. Q J J II JEFF BAKER 10/24/06 11:07am P. 004 gage I 0� U0 f P.1 !j- now API)I; a15 n, User: Public User Not Associated with Organization - Application #: Date Submitted, Code Version: Product Manufacturer: Address/Phonclemall: Category: Subcategory: Evaluation Method: Referenced Standards from the Florida Building Code: Certification Agency - Quality Assurance Entity: Validation Entilh,: Authorized Signature: Evaluation/Test Reports Uploaded: Installation Documents Uploaded: FL5438 09/22/2005 2004 MI Windows and Doors 650 W Market St Gratz, PA 17030 (717) 365-3300 Windows Single Hung Certification Mark or Listing Section Standard. Year ANSI/AAMAYNWWDA 1997 101fl.S.2 American Architectural Manufacturers Association Andrew Brill abrill(d ,milip.corn :10con T PTI I T-A!-J\A.A Cli,,irl - 1?/19/?005 t( JEFF BAKER —IQrI/At7 8ui��in3 CodIe Orlirre 4 10/24/06 11:07am P. 006 i P6ige 3 o} 3 Oriel Next ci; ; _iair-.C; ; ©2t O The State of Florida- All rights reserved. �.51 ui��in�.nry�pr�'p�_�e{�.asp?CF:--54�38�' V ::0 I?�IC)�2005 {II JEFF BAKER y� Plrn'i<�a Built�inq Code Online 10/24/06 11:07am P. 006 page 2 a f 3 r Product Approval Method Application Status: Date Validated: Date Approved: Dale Certified to the 2004 Code Page: Go 3 1 11) 438 T 11111) 51,081, wi;:.0ialioil. .,;lt relir,_n_s 1Jl,til 13�1! Nail 1-to'V�lnr' V�'\jtcic.>iv, fell I' l ll) ��.ith 1 ha<,{allalinl� in.�tructilms - C a, i[ni `N-61_.I'm i°([�m V-.iildo ms.pdf, Cahiinf1-kliil:ili Method I Option A Approved 10/14/2005 10/17/2005 �< Page 2 / 2 pp/Seq Product Model # or Model Limits of Use # Name Descri tion R-45 DP-47.2 Per 5438.21 40/3740 Fin Frame 52x71 Insulated DSB Annealed manufacturers installation nstructions. 52x7 Singly: R-35 DP-47.2 Per 5438.22 40/3740 Fin Frame lazedl6" manufacturers installation Annealed instructions. 52x71 Single R-35 DP-47.2 Per 438.23 40/3740 Fin Frame Oriel Glazed 3/16" manufacturers installation Annealed nstructions. 47x89 Single R-35 DP-47.2 Per 438.24 40/3740 Fin Frame Oriel Glazed 3/16" manufacturers installation Annealed nstructions. 39x90 Single lazed 3/16" R-35' DP-47.2 Per 5438.25 40/3740 Fin Frame Oriel nnealed Sash manufacturers installation SB Tempered instructions. ixed 52x71 Single R-45 DP-47.2 Per 5438.26 40/3740 Flange Frame Glazed DSB manufacturers installation Tempered instructions. R-45 DP-47.2 Per 38.27 40/3740 Flange Frame 52x71 Insulated DSB Annealed manufacturers installation nstructions. 53x72 Single R-25 DP-34.7 Per 5438.28 40/3740 Flange Frame lazed 3/16" manufacturers installation nnealed nstructions. 47x89 Single R-35 DP-42.9 Per 5438.29 40/3740 Flange Frame lazed DSB manufacturers installation O riel empered nstructions. 38.30 40/3740 Flange Frame 47x89 Insulated R-35 DP-42.7 Per manufacturers installation Oriel /16" Annealed nstructions. 36x88 Insulated 40/3740 Flange Frame /16" Annealed R-35' DP-47.2 Per ht'it(:�wuvmw.��oridrebui�rlin��.org�pr�pr �e{�.ra,pilF��—`j/a.3`3�y�1�V —0 12/19/2005 E a x w Y Q m a a w ti -- EXPOSED - - b ; i 5/8"--= ACTUAL SIZE 015R (8) UNSPECIFIED WALL THICKNESS .040 UNSPECIFIED CORNER RADII .010 650 W. Market St. Gratz, PA 17030 (717) 365 — 3300 filmm ALUMINUM EXTRUSION DRAWING DRAIN BY: SW DATE 3/18/04 ME: .375 X.875 8®L a®�� alcam: oATE SCALE,9'�` 4 X FULL 1 O 1 M. NO. V. CMRE ml Sal DATE ECN DESCRIPTION BY — 3 18 04 042-04 R 1. for Extrusion W PRODUCT: D185/D3185 PW & TRANSOM Florida Building Code Online Page 1 of 3 A$ffltk ball FICC } u i BCIS Home I Log In ; Hot Topics I Submit Surcharge j Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links j Search R: t4Ei2GENC1 MANXfEIiaENT �`►'O'`F�GE ?F!E SECRETAR Product Approval USER: Public User Produce Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5451 Application Type New Code Version 2004 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 W Market St Gratz, PA 17030 (717) 365-3300 ext 2101 surich@miwd.com Authorized Signature Steven Urich surich@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Referenced Standard and Year (of Standard Standard) ANSI/AAMA/NWWDA 101/I.S.2 Equivalence of Product Standards Certified By Product Approval Method - Method 1 Option A Date Submitted 09/22/2005 Date Validated 10/14/2005 Date Pending FBC Approval 10/07/2005 Date Approved 10/17/2005 Year 1997 http://www.floridabuilding,org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsDLnu7bXjzYu... 1 /29/2007 - Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 108x59 Insulated DSB Annealed 5451.1 480/680 XOX Fin Frame Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions PTID 5451 I 480-680 HS Flange Tap con Instr - Approved for use outside HVHZ: Fastener Schedule.pdf Impact Resistant: PTID 5451 I_AAMA Chart - Horizontal Slider Design Pressure: +/- Other: C-30 DP -42.6 Per manufacturers Windows.pdf installation instructions. PTID 5451 I Installation instructions - BetterBilt Nail Fin Alum Windows.pdf PTID 5451 I Installation instructions - Capitol Nail Fin Alum Windows.pdf Verified By: 108x59 Insulated DSB Annealed 5451.2 480/680 XOX Flange Frame Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: C-30 DP -42.6 Per manufacturers installation instructions. 144x59 Insulated DSB Annealed 5451.3—�480/680 XOX Flange Frame Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: C-30 DP -39.3 Per manufacturers installation instructions. 480/680/880 XO/OX Fin 71x71 Insulated DSB Annealed 5451.4 Frame Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: C-30 DP -30 Per manufacturers installation instructions. 71x59 Insulated DSB Annealed 5451..5480/680/880 XO/OX Fin Frame Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: C-40 DP -47.2 Per manufacturers installation instructions. 71x71 Insulated DSB Annealed 5451.6 480/680/880 XO/OX Flange Frame Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: C-30 DP -41.9 Per manufacturers installation instructions. 71x59 Insulated DSB Annealed 5451.7 4 00/680/880 XO/OX Flange Frame Limits of Use (See Other) Certification Agency Certificate httn-//www_floridabuildinl;.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsDLnu7bXgYu.,. 1/29/2007 Florida Building Code Online Page 3 of 3 Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: C-40 DP -47.2 Per manufacturers installation instructions. Back Neut DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 O 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: [heck yariBipo' ,:80bb� ..CYfnd �iP0.0Y- YENfY� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDcisDLnu7bXgYu... 1 /29/2007 Florida Building Code Online Page 1 of 6 BCIS Home f Log In ' Hot Topics ` Submit Surcharge Stats & Facts Public Product Approval USER: Public User Product Am)roval Menu > Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method > AppITL On Ust > P FL4334-RO New 2001 Approve Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@mason ite., Steve Schreiber sschreiber@masonite., Exterior Doors Swinging Exterior Doo Certification Mark or L Florida. Building Code Online Page 2 of 6 Certification Agency National Accreditation Referenced Standard and Year (of Standard Standard) ASTM E1300 TAS 201 TAS 202 TAS203 Equivalence of Product Standards Certified By Sections from the Code Section 2605 HVHZ PI Product Approval Method Method 1 Option A Date Submitted 04/12/2005 Date Validated 05/19/2005 Date Pending FBC Approval 04/27/2005 Date Approved 05/20/2005 Date Revised 09/08/2005 Summary of Products - FL # Model, Number or Name IDescriDi 4334.1 Fiberglass Side -hinged Door 6'-811 Opi Units - Impact Rated Limits of Use (See Other) Certificz Approved for use in HVHZ: Installai Approved for use outside HVHZ: PTID 4-- Impact Resistant: PTID 4- Design Pressure: +/- PT_ID 4- Other: Evaluated for use in locations adhering to PTID 4 the Florida Building Code including the High Velocity Verified Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for h"://www_florida.huilding.orp/nr/nr ann dtl-acn3c9nnrnm=wf:F.V'yO tY)nrrcM(TvvnTnn 1 n/1 ni1nnA Florida Building Code Online Page 1 of 1 RIOA 06P� � 0F notm. �F.FTIun r or Product Approval ❑ ._ USER: Public User Product Approval Menu > Product or Application search > Application List r:DCAlRom! ,g/11`3AIPf'k 7�DCAtP,RtTCiWA185TlCf7f�TACTDCpI Search Criteria Refine Search Code Version 2004 FL# 4904 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Search Results - Applications F TyRI V7Fstatus Masonite InternationalCategory: 7!IlSubcategory: Exterior Doors Swinging Exterior Door Assemblies DCA Administration Department o/ Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 m 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: ® eChirck :'eign .'!- 80h f_ aenrad tpir VERIFY. http://www.floridabuilding.org/pr/pr_app_lst.aspx 1 /31 /2007 Florida Building Code Online Page 1 of 1 CaRr�c Ind/ �►fal�r�s rEMERCEiucY AIANAGEkIEhli' ► OF,'flGEO ;�TME SECRET BCIS Home I Log In j Hot Topics I Submit Surcharge I Stats & Facts .R Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List UP LUCA1HoA�tttBGli C� 4P�Qf3RAfA5► jCOLdiACtnCk] Search Criteria Refine _Search Code Version 2004 FL# ALL Application Type ALL Product Manufacturer General American Door Category Exterior Doors Subcategory ALL Application Status ALL Compliance Method ALL Search Results - Applications FL# FL4090 Type New Manufacturer General American Door Validated By John E. Scates, PE Status Approved Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies (972) 466-0550 FL4612 New General American Door Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies John E. Scates, PE (972) 466-0550 Approved FL4970 General American Door John E. Scates, PE Approved [�I rn Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies (972) 466-0550 DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 p 2000-2005 The State of Florida. All rights reserved. CODVrlolst and Disclaimer Product Approval Accepts: Win eChEck 98VerlSiOn~ .eured Bob ti I•:' APPROVE YERIPY. httD://www.floridabuilding.org/pr/pr appjst.aspx 1 /31 /2007 Page 1 of 1 OFFICE http://www.thertnatru.comlimages/ProductslEntryDoorsIFiber-ClassiclStylesILargelDoor 10/18/2006 Entry Door Catalog Page 1 of 1 Style: 19420T Widths: TO" Door and (2) 12" or 14" sidelites Glass Options: Removable wood grille http://www.thermatru.com/CatalogDetails.aspx?StyleNumber=19420T&Category=T-FC-... 10/ 18/2006 Page 1 of 1 http://www.thermatru.comlimagesIProductslEntryDoorsIFiber-ClassiclStylesILarge/Side... 10/ 18/2006 0 0 W 3o xI - 6a t�(i Al F4 7so IS---4 _ i7 •3\� - S ��. � < ��I sip 5Z D. B. E. 8z C. Michael Thompson, P. E. FL # 47509 2464 Princeton Road Deland, FL 32724 407-497-0566 185 ALUMINUM SINGLE HUNG OPENING SPECIFICATIONS CODE ACTUAL TIP -TO -TIP SASH RAISED SASH RAISED VISIBLE SCREEN SIZE TOP GLASS SIZE BTM GLASS SIZE Sm WINDOW SIZE WINDOW SIZE Clear Opening Clear Opening LIGHT Ord Sift Width x Height Width x Height IF FLANGE Sq. Ft. Width It Height Sq. FL 1-8 x 3-0 19 3/6 x 35 5/8 20 3/8 x 36 5/8 16 5/8 x 13 7/16 1.55 3.15 18 x 16 15/16 17 7/8 x 15 13/16 16 1 /8 x 15 13/16 1-8 x 4-0 19 3/8 z 47 5/8 20 3/8 x 48 5i8 16 5/8 x 19 7/16 2.24 446 18 x 22 15/16 17 7/8 x 21 13/16 16 1/8 x 21 13/16 1-8 x 4-4 19 3/8 x 51 5/8 20 3/8 x 52 5/8 16 5/8 x 21 7/16 247 4.90 18 x 24 15/16 17 7/8 x 23 13/16 16 1/8 x 23 13/16 1-8 x 5.0 19 318 x 59 5/8 20 3/8 x 60 5/8 16 5/8 x 25 7/16 2.94 5.77 18 x 28 15/16 1 7/ 1 16 1/8 x 27 13/16 1-8 x 6-0 Equal 19 3/8 x 71 5/8 20 3/8 x 72 5/8 16 5/8 x 31 7/ 16 3.63 7 08 1 7 16 1 /8 x 33 13/16 1-8 x 6-0 and ("o ) 19 3/8 x 71 5/8 20 3/8 x 72 5/8 16 5/8 x 25 7/16 2.94 7.16 i x 39 i i 6 1 /8 x 27 13/16 1-8 x 7-0 on.1 wa.wu 19 3/8 x 83 5/8 20 3/8 x 84 5/8 16 5/8 z 25 7/16 2.94 8.54 1 114 1 51 16 1/8 x 27 13/I6 1-8 x 7-0 a+d t ,oshi 19 3/8 x 83 5/8 20 3/8 x 84 5/8 16 5/8 x 31 7/16 3.63 8.47 1 1 3 16 1 /8 x 33 13/16 2-0 x 3-0 23 3/8 x 35 5/8 24 3/8 x 36 5/8 20 5/8 x 13 7/16 1.92 3.95 15/1 2 /8 x 15 13/16 20 1/8 x 15 13/16 2-0 x 4-0 23 3/8 x 47 5/8 24 3/8 x 48 5/8 20 5/8 x 19 7/16 2.78 559 x 22 15/16 21 7/8 x 21 13/16 20 1/8 x 21 13/16 2-0 x 4-4 23 3/8 x 51 5/8 24 3/8 x 52 5/8 20 5/8 x 21 7/16 3.07 6.14 22 x 24 15/16 21 7/8 x 23 13/16 20 1/8 x 23 13/16 2-0 x 5-0 23 3/8 x 59 5/8 24 3/8 x 60 5/8 20 5/8 x 25 7/16 3.64 7.24 22 x 28 15/16 21 7/8 x 27 13/16 20 1/8 x 27 13/16 2.0 x 6-0 23 3/8 x 71 5/8 24 3/8 x 72 5/8 20 5/8 x 31 7/16 4.50 8.88 22 x 34 15/16 21 7/8 x 33 13/16 20 1/8 x 33 13/16 2-0 x 6.0 om isa...w 23 3/8 x 71 5/8 24 3/8 x 72 5/8 20 518 x 25 7/16 3.64 8.96 22 x 28 15/16 21 7/8 x 39 13/16 20 1/8 x 27 13/16 2-0 x 7-0 c sa csa...w 23 3/8 x 83 5/8 24 3/8 x 84 5/8 20 5/8 x 25 7/16 3.64 10.67 22 x 28 15/16 21 7/8 x 51 13/16 20 1/8 x 27 13/16 2-0 x 7.0 o d oa 23 3/8 x 83 5/8 24 3/8 x 84 5/8 20 5/8 x 31 7/16 4.50 10.60 22 x 34 15/16 21 7/8 x 45 13/16 20 1/8 x 33 13/16 2-4 x 3-0 27 3/8 x 35 5/8 28 3/8 x 36 5/8 24 5/8 x 13 7/16 2.30 4.74 26 x 16 15/16 25 7/8 x 15 13/16 24 1/8 x IS 13/16 2-4 x 4-0 27 3/8 x 47 5/8 28 3/8 x 48 5/8 24 5/8 x 19 7/16 3.32 6.72 26 x 22 15/16 25 7/8 x 21 13/16 24 1/8 x 21 13/16 24 x 44 27 3/8 x 51 518 28 3/8 x 52 5/8 24 5/8 x 21 7/16 3.67 7.38 26 x 24 15/16 25 7/8 x 23 13/16 24 1/8 x 23 13/16 2-4 x 5.0 27 3/8 x 59 5/8 28 3/8 x 60 5/8 24 5/8 x 25 7/16 4.35 8.70 26 x 28 15/16 25 7/8 x 27 13/16 24 1/8 x 27 13/16 2-4 x 6.0 27 3/8 x 71 5/8 28 3/8 x 72 5/8 24 5/8 x 31 7/16 5.38 10.68 26 x 34 15/16 25 7/8 x 33 13/16 24 1/8 x 33 13/16 24 x 6-0 ova R,a 27 3/8 x 71 5/8 28 3/8 x 72 5/8 24 5/8 x 25 7/16 4.35 10,75 26 x 28 15/16 25 7/8 x 39 13/16 24 1/8 x 27 13/16 24 x 7-0 o.e,sa y 27 3/8 x 83 5/8 28 3/8 x 64 5/8 24 5/8 x 25 7/16 4.35 12.81 26 x 28 15/t6 25 7/8 x 51 13/16 24 1/8 x 27 13/16 24 x 7-0 a ,- 27 3/8 x 83 5/8 28 3/8 x 84 5/8 24 5/6 x 31 7/16 538 12.73 26 x 34 15/16 25 7/8 x 45 13/16 24 1 /8 x 33 13/16 2-8 x 3-0 31 3/8 x 35 5/8 32 3/8 x 36 5/8 28 5/8 x 13 7/16 2.67 5.54 30 x 16 15/16 29 7/8 x 15 13/16 28 1/8 x 15 13/16 2-8 x 4-0 31 3/8 x 47 5/8 32 3/8 x 48 5/8 28 5/8 x 19 7/16 3.86 7.86 30 x 22 15/16 29 7/8 x 21 13/16 28 1/8 x 21 13/16 2-8 x 44 31 3/8 x 51 5/8 32 3/8 x 52 5/8 28 5/8 x 21 7/16 4.26 8.63 30 x 24 15/16 29 7/8 x 23 13/16 28 1/8 x 23 13/16 2-8 x 5-0 31 3/8 x 59 5/8 32 3/8 x 60 5/8 28 5/8 x 25 7/16 5.06 10.17 30 x 28 15/16 29 7/8 x 27 13/16 28 1/8 x 27 13/16 2-8 x 6.0 31 3/8 x 71 5/8 32 3/8 x 72 5/8 28 5/8 x 31 7/16 6.25 12.48 30 x 34 15/16 29 7/8 x 33 13/16 28 1/8 x 33 13/16 2-8 x 6-0 om Aso uwI 31 3/8 x 71 5/8 32 3/8 x 72 5/8 28 5/8 x 25 7/16 5.06 12.55 30 x 28 15/16 29 7/8 x 39 13/16 28 1/8 x 27 13/16 2.8 x 7-0 - 31 3/8 x 83 5/8 32 3/8 x 84 5/8 28 5/8 x 25 7/16 5.06 14.94 30 x 28 15/16 29 7/8 x 51 13/16 28 1 /8 x 27 13/16 2.8 x 7-0 o.d(&a-w 31 3/8 x 83 5/8 32 3/8 x 84 5/8 28 5/8 x 31 7/16 6.25 14.87 30 x 34 15/16 29 7/8 x 45 13/16 28 1/8 a 33 13/16 3-0 x 3-0 35 3/8 x 35 5/8 36 3/6 x 36 5/8 32 5/8 x 13 7/16 3.04 6.34 34. 16 15/16 33 7/8 x 15 13/16 32 1/8 x 15 13/16 3-0 x 4.0 35 3/8 x 47 5/8 36 3/8 x 48 5/8 32 5/8 x 19 7/16 4,40 8.99 34 x 22 15/16 33 7/8 x 21 13/16 32 1/8 x 21 13/16 3-0 x 44 35 3/8 x 51 5/8 36 3/8 x 52 5/8 32 5/8 x 21 7/16 4.86 9-87 34 x 24 15/16 33 7/8 x 23 13/16 32 1/8 x 23 13/16 3-0 x 5-0 35 3/8 x 59 5/8 36 3/8 x 60 5/8 32 5/8 x 25 7/16 5.76 11.63 34 x 28 15/16 33 7/8 x 27 13/16 32 1/8 x 27 13/16 3-0 x 6-0 35 3/8 x 71 5/8 36 3/8 x 72 5/8 32 5/8 x 31 7/16 - 7.12 14,28 34 x 34 15/16 33 7/8 x 33 13/ 16 32 1/8 x 33 13/16 3-0 x 6-0 ana ,so. u 35 3/8 x 71 5/8 36 3/8 x 72 5/8 32 5/8 x 25 7/16 5.76 14,35 34 x 28 15/16 33 7/8 x 39 13/16 32 1/8 x 27 13/16 3-0 x 7.0 ona is-o-4) 35 3/8 x 83 5/8 36 3/8 x 84 5/8 32 5/8 x 25 7/16 5.76 17.07 34 x 28 15/16 33 7/8 x 51 13/16 32 1/8 x 27 13/16 3.0 x 7-0 ow aw-w 35 3/8 x 83 5/8 36 3/8 x 84 5/8 32 5/8 x 31 7/16 7.12 17.00 34 x 34 15/16 33 7/8 x 45 13116 32 1/8 x 33 13/16 34 x 3-0 39 3/8 x 35 5/8 40 3/8 x 36 5/8 36 5/8 x 13 7/16 3.42 7.14 38 x 16 15/16 37 7/8 x 15 13/16 36 1/8 x 15 13/16 34 x 4-0 39 3/8 x 47 5/8 40 3/8 x 48 5/8 36 5/8 x 19 7/16 4.94 10.12 38 x 22 15/16 37 7/8 x 21 13/16 36 1/8 x 21 13/16 34 x 44 39 3/8 x 51 5/8 40 3/8 x 52 5/8 36 5/8 x 21 7/16 5.45 If 11 38 x 24 15/16 37 7/8 x 23 13/16 36 1/8 x 23 13116 3.4 x 5.0 39 3/8 z 59 5/8 40 3/8 x 60 5/8 36 5/8 x 25 7/16 6.47 t 3.10 38 x 28 15/16 37 7/8 x 27 13116 36 1/8 x 27 13/16 3-4 x 6-0 39 3/8 x 71 5/8 40 3/8 x 72 5/8 36 5/8 x 31 7/16 8.00 16.08 38 x 34 15/16 37 7/8 x 33 13/16 36 1/8 x 33 13/16 34 x 6.0 oosi (s-o 39 3/8 x 71 5/8 40 3/8 x 72 5/8 36 5/8 x 25 7/16 6.47 16.15 38 x 28 15/16 37 7/8 x 39 13/16 36 1/8 x 27 13/16 3-8 x 3.0 43 3/8 x 35 5/8 44 3/8 x 36 5/8 40 5/8 x 13 7/16 3.79 7.94 42 x 16 15/16 41 7/8 x 15 13/16 40 1 /8 x 15 13/16 3-8 x 4-0 43 3/8 x 47 5/8 44 3/8 x 48 5/8 40 5/8 x 19 7/16 5.48 11,25 42 x 22 15/16 41 7/8 x 21 13/16 40 1/8 x 21 13116 3-8 x 44 43 3/8 x 51 5/8 44 3/8 x 52 5/8 40 5/8 x 21 7/16 6.05 12.36 42 x 24 15/16 41 7/8 x 23 13/16 40 1/8 x 23 13/16 3.8 x 5-0 43 3/8 x 59 5/8 44 3/8 x 60 5/8 40 5/8 x 25 7/16 7.18 1456 42 x 28 15/16 41 7/8 x 27 13/16 40 1/8 x 27 13/16 3-8 x 6-0 43 3/8 x 71 5/8 44 3/8 x 72 5/8 40 5/8 x 31 7/16 8.87 17.88 42 x 34 15/16 41 7/8 x 33 13/16 40 1 /8 x 33 13/16 3-8 x 6-0 ci ,q a ash) 43 3/8 x 71 5/8 44 3/8 x 72 5/8 40 5/8 x 25 7/16 7.18 17.95 42 x 28 15/16 41 7/8 x 39 13/16 40 1/8 x 27 13/16 4-0 x 3-0 47 3/8 x 35 5/8 48 3/8 x 36 5/8 44 5/8 x 13 7/16 4.16 8.74 46 x 16 15/16 45 7/8 x 15 13/16 44 1/8 x 15 13/16 4-0 x 4-0 47 3/8 x 47 5/8 48 3/8 x 48 5/8 44 5/8 x 19 7/16 6.02 12.38 46 x 22 15/16 45 7/8 x 21 13/16 44 1/8 x 21 13/16 4-0 x 44 47 3/8 x 51 5/8 48 3/8 x 52 5/8 44 5/8 x 21 7/16 6.64 13.60 46 x 24 15/16 45 7/8 x 23 13/16 44 1/8 x 23 13/16 4-0 x 5-0 47 3/8 x 59 5/8 48 3/8 x 60 5/8 44 5/8 x 25 7/16 L88 16,03 46 x 28 15/16 45 7/8 x 27 13/16 44 1/8 x 27 13/16 4-0 x 6.0 47 3/8 x 71 5/8 48 318 x 72 5/8 44 5/8 x 31 7/16 9.74 19,67 46 x 34 15/16 45 7/8 x 33 13/16 44 1/8 x 33 13/16 4-0 x &0 r>4 tso ssro 47 3/8 x 71 5/8 48 3/8 x 72 5/8 44 5/8 x 25 7/16 7,88 19.75 46 x 28 15/16 45 7/8 x 39 13/16 44 1/8 x 27 13/16 4-4 x 3-0 51 3/8 x 35 5/8 52 3/8 x 36 5/8 48 5/8 x 13 7/16 4.54 9.54 50 x 16 15/16 49 7/8 x 15 13/16 48 1/8 x 15 13/16 4-4 x 4-0 51 3/8 x 47 5/8 52 3/8 x 48 5/8 48 5/8 x 19 7/ 16 6.56 13.51 50 x 22 15/16 49 7/8 x 21 13/16 48 1/8 x 21 13/16 44 x 44 51 3/8 x 51 5/8 52 3/8 x 52 5/8 48 5/8 x 21 7/ 16 7.24 14.84 50 x 24 15/16 49 7/8 x 23 13/16 48 1/8 x 23 13/16 44 x 5-0 51 3/8 x 59 5/8 52 3/8 x 60 5/8 48 5/8 x 25 7/16 8.59 17.49 50 x 28 15/16 49 7/8 x 27 13/16 48 1 /8 x 27 13116 44 x 6-0 51 3/8 x 71 5/8 52 3/8 x 72 5/8 48 5/8 x 31 7/16 10,62 21.47 50 x 34 15/16 49 7/8 x 33 13/16 48 1/8 x 33 13/16 44 x 6-0 aw Isa.aml 51 3/8 x 71 518 52 3/8 x 72 5/8 48 5/8 x 25 7/16 8.59 21.55 50 x 28 15/16 49 7/8 x 39 13/16 48 1/8 x 27 13/16 NOTE 6 and 7 High Oriels use the samo sash as the 62' 1 D (actual wmdow see) height units BLOCK SINGLE HUNG OPENING SPECIFICATIONS CODE TiP-TOJIP SASH RAISED SASH RAISED VISIBLE SCREEN SIZE TOP GLASS SIZE BTM GLASS SIZE SIZE WINDOW SIZE Clear Opening Clear Opening LIGHT Overall Size Width x Hei ht g Width x Hei ht 9 S Ft. Width x He,t . FL 12 191/8.26 0.87 15 3/8 a81/8 1.83 163/4x 12 1/8 16518x 10112 147/8x 10 1/2 13 19 1/8 x383/8 1.53 153/8z 14 5/16 3.07 163/4x 18 5/16 165/8x 16 11/16 147/8x 16 11/16 1 4 19 1 /8 x 50 5/8 2.18 15 3/8 x 20 7/16 4.31 16 3/4 x 24 7/16 16 5/8 x 22 13/16 14 7/8 x 22 13/16 1 5 19 1/8 x 63 2.84 15 3/8 x 26 5/8 5.55 16 3/4 x 30 5/8 16 5/8 x 29 14 7/8 x 29 1 6 19 1/8 x 72 3.32 15 3/8 x 31 1/8 6,46 16 3/4 x 35 1/8 16 5/8 x 33 1/2 14 7/8 x 33 1/2 1 6 Oriel w/5 sash 19 1 /8 x 72 2.84 15 3/8 x 26 5/8 6.51 16 3/4 x 30 5/8 16 5/8 x 38 14 7/8 x 29 1 7 Ortel w/5 sash 19 1/8 x 64 2.84 15 3/8 x 26 5/8 7.80 16 3/4 x 30 5/8 16 5/8 x 50 14 7/8 x 29 11232 26 1/2 x 26 128 22 3/4 x 8 1/8 2.76 24 1/8 x 12 1/8 24 x 10 1/2 22 1/4 x 10 1/2 1/233 261/2x383/8 2.26 223/4x145/16 4.64 241/8x185/I6 24x1611/16 22 1/4 x 16 11/16 1 /2 3 4 26 1/2 x 50 5/8 3.23 22 3/4 x 20 7/16 6.50 24 1 /8 x 24 7/16 24 x 22 13/16 22 1/4 x 22 13/16 1 /2 3 5 26 1/2 x 63 421 22 3/4 x 26 5/8 8.38 24 1/8 x 30 5/8 24 x 29 22 1/4 x 29 1/2 356 Oriel 26 1/2 x 66 5/8 4.49 22 3/4 x 28 7/16 8.93 24 1/8 x 31 15/16 24 x 30 13/16 22 1/4 x 30 13/16 1 /2 3 6 26 1/2 x 72 4.92 22 3/4 x 31 1/8 9.74 24 1 /8 x 35 1 /8 24 x 33 1/2 22 1/4 x 33 1/2 1/2 3 6 Oriel w/5 sash 26 1/2 x 72 4.21 22 3/4 x 26 5/8 9.80 24 1/8 x 30 5/8 24 x 38 22 1/4 x 29 1/2 3 7 Oriel w/5 sash 26 1/2 x 84 4.21 22 3/4 x 26 5/8 11.69 24 1 /8 x 30 5/8 24 x 50 22 1/4 x 29 22 37 x 26 1 88 33 1/4 x 8 1 /8 4.08 34 5/8 x 12 1/8 34 1 /2 x 10 1/2 32 3/4 x 10 1/2 23 37 x 38 3/8 3.30 33 1/4 x 14 5/16 6.86 34 5/8 x 18 5/16 34 1/2 x 16 11/16 32 3/4 x 16 11/16 24 37 x 50 5/8 4.72 33 1/4 x 20 7/16 9.61 34 5/8 x 24 7/16 34 1/2 x 22 13/16 32 3/4 x 22 13/16 245 37 x 56 5/8 5AI 33 1 /4 x 23 7/16 10.96 34 5/8 x 26 15/16 34 1/2 x 25 13/16 32 3/4 x 25 13/16 25 37 x 63 6.15 33 1/4 x 26 5/8 12.40 34 5/8 x 30 5/8 34 1/2 x 29 32 3/4 x 29 256 37 x 66 5/8 6.57 33 1/4 x 28 7/16 13.21 34 5/8 x 31 15/16 34 1/2 x 30 13/16 32 3/4 x 30 13/16 26 37 x 72 7.19 33 1/4 x 31 1/8 14.42 34 5/8 x 35 1/8 34 1/2 x 33 1/2 32 3/4 x 33 1/2 2 6 Onel w/5 sash 37 x 72 6.15 33 1/4 x 26 5/8 14.48 34 5/8 x 30 5/8 34 1/2 x 38 32 3/4 x 29 2 7 Oriel w/5 sash 37 x 84 6.15 33 1/4 x 26 5/8 17.25 34 5/8 x 30 5/8 34 1/2 x 50 32 314 x 29 32 53 1 /8 x 26 2.79 49 3/8 x 8 1 /8 611 50 3/4 x 12 1 /8 50 5/8 x 10 1/2 48 7/8 x 10 1/2 33 53 1/8 x 38 3/8 4.91 49 3/8 x 14 5/16 10.27 50 3/4 x 18 5/16 50 5/8 x 16 11/16 48 7/8 x 16 11/16 34 53 1/8 x 50 5/8 Z01 49 3/8 x 20 7/16 14.40 50 3/4 x 24 7/16 50 5/8 x 22 13/16 48 7/8 x 22 13/16 345 53 1/8 x 56 5/8 8.04 49 3/8 x 23 7/16 16.42 50 3/4 x 26 15/16 50 5/8 x 25 13/16 48 7/8 x 25 13/16 35 53 1/8 x 63 9.13 49 3/8 x 26 5/8 18.57 50 3/4 x 30 5/8 50 5/8 x 29 48 7/8 x 29 356 53 1/8 x 66 5/8 9.75 49 3/8 x 28 7/16 19.79 50 3/4 x 31 15/16 50 5/8 x 30 13/16 48 7/8 x 30 13/16 36 53 1/8 x 72 10.67 49 3/8 x 31 1 /8 21.60 50 3/4 x 35 118 50 5/8 x 33 1/2 48 7/8 x 33 1/2 3 6 Onel w/5 sash 53 1/8 x 72 9.13 49 318 x 26 5/8 21.65 50 3/4 x 30 5/8 50 5/8 x 38 48 7/8 x 29 NOTE 56 High Oriole use the same sash es the 59 5/8' I.D (5 0 ccs-ntxmal we) height undo. 6 High Onels use the some sash as the 62' 1 D. (actual wmdow saa) he ght units. 7 High Onels use the same sash as the 62' 1 D ar 71' I (actual window s1ze) height ands. For additional Product Information. technical documents, Installation Instructions and warranty A division of information, please visit: www.mlwd.com MI Windows and Doors, Inc. MI Windows and Doors, Inc is a J.T. Walker Company MIP-2524 7105 � 85 Aluminum Single Hung Window BetterBidt_ 1/2" Front "Florida Flange" with Easily Accessible Pre -Punched Installation Holes - Nail Fin Version Available for Wood Framing Single -Glazed Option Available with Flat Vinyl or Contoured Aluminum Simulated Divided Lite (SDL) Grids on Exterior 5/8" Insulated Glass Option Available with 5/8" Flat Grids Between Glass (GBG) Multiple Unit Configurations Available in Both Field/Factory Mulled and Continuous Head and Sill in Fin and Flange Half Screen May Be Installed From Inside or Outside Full Line of Specialty, Transom and Picture Window Configurations CODE — ' 0 5-0 5-4— 6-0 CODE— 4-D � 5.0 I 5-4-- 6,0 All�KALS— 473188597188 63318� 718188 ACRNLSPE— 473188 597188 I----63318� 713188RWGH— 47718 597(8 637IB 71718 ROJ8H 8PE8WC— 47718 597/8 II--.637/8 717/8 - i TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TMPEAED GLASS Eeroaa9GLASG TEMPERED SUSS TEMPEAEDGLASS TEMPERED GLASS i I _ TEMPERED GLASS TEMPERED GLASS / •1EM THEO GLASS TEMPERED GLASS i IT TT T i I I I I i l I TEMPERED GLASS TBAPERED G1A55 TEMPERED GLASS RFD GL NOTE: RENAISSANCE GRIDS NEED TO BE SPECIALLY ORDERED. EXTENDED LEAD TIMES AND UPCHARGE MAY APPLY. Some products may require special glazing options to meet certain Energy Star criteria. Contact your sales representative for more information. Energy Star qualified products use less energy than conventional products. You save money and help save the environment. We are proud to be an Energy Star partner. QUALITY CONTROL K TESTING AAMA Certification insures labeled products NFRC rated products provide you with an AAMA CERTIFICATION PROGRAM comply with industry specifications related industry standard energy eficiency testing ME ACCREDITEDBY: AMEMCAN NATIONAL STPNDARDS IN5 ITUTE to windload, air infiltration and water and ratings comparison. Meet your demands MEMBER v.Rd.t- ALI ® CODE: 91i-E I resistance requirements. for energy performance at a glance. 18 5 Aluminum Single Hung Window CODE- 1-8 F1 8 2 0 2 4 2 8 3-0 3 4 3 8 4-0 4 4 ROUGH OPENING _ 9 718{- 23 7/8- f27 7/8- �31 7/1� 35 7!8 397/8 �37/8 -47718 P51 7i8 � I I I D D❑ ��[� 1:1 r❑aooc❑o 9-a-7 --4- --------- ... i.--- n T I EIE]EIIE] I Li CODE - 5-0 6-0 7-0 8-0 ACTUAL SIZE - 59 3/8 71 3/8 83 3/8 95 3/8 ROUGH OPENING - 59 7/8 �71 7/8 �83 7/8 95 7/8 T o � =x o f w t 1 I t ....�..._y....T....y-.. ..j---- - ---- '- --- i'_';----j..._ - �--- ¢ w CPT 91 7 AS-4 THREESPOKE AS-4 SPOKE AS-5 RENAISSANCE AS-1 RENAISSANCE AS-6 HUB AS-8 HUB HALF ARCH THREE SPOKE FIVE SPOKE THREE SPOKE FIVE SPOKE HEIGHT OPTIONS T © T COLONIAL COLONIAL GRID PATTERN AVAILABILITY IS SUBJECT TO ALIGNMENT AND SIZING REQUIREMENTS. 10 SPECIALTIES I Arch Tops, Circle Tops, Extended Circle Tops, Octagons, Full Circles, and Quarter Circles are available in Stock and Custom Sizing. Eyebrows, Half Arches, Triangles, Parallelograms, and other Polygons are available in Custom Sizing Only. 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MIMIMIMIMIMI IMMINIMMINIMI MIMIMIIMIMMIMIIM I DESIGN CRITERIA. 1, ENGINEERING MEETS OR EXCEEDS FBC 2004, 1 ASCE 7-02 SECTION R301 OF FBC 2004. 110 MPH BASIC WIND SPEED. GENERAL NOTE: GARAGE SEPARATION PER R309.2 1 2. WIND EXPOSURE CATEGORY B. 1 3. WIND IMPORTANCE FACTOR: 1 1.0 .35' BLDG HT 1.05 35'-39' BLDG HT 1 1.09 40'-44' BLDG HT 14, FULLY ENCLOSED 1 INTERNAL PRESSURE COEFFICIENT = +- .16. WINDOWS, DOORS AND CLADDING ARE TO BE DESIGNED TO MEET OR 1 EXCEED RESISTANCE OF A WIND 1 PRESSURE = + 22.6 and - 28.0 PSF UNLESS NOTED OTHERWISE. 15. FOOTINGS ARE DESIGNED FOR A MINIMUM SOIL BEARING 1 CAPACITY OF 2000 PSF 1 6. REINFORCEMENT BARS ARE TO BE #5 BAR GRADE 40 UNO. 7. ALL STRUCTURAL WOOD FRAME MEMBERS ARE TO BE NO, 2 UNLESS NOTED OTHERWISE. 1 ALL EXTERIOR FRAME WALLS ARE STRUCTURAL SHEAR WALL AND ARE TO BE SHEATHED PER DETAIL WT. 1 DESIGN CRITERIA: 1 1. PRE-ENGINEERED ROOF TRUSSES SHALL BE DESIGNED FOR ROOFTOP EQUIPMENT LOADS, IF ANY, WIND LOAD AS PER JURISDICTION AND STANDARD BUILDING CODE AND THE GRAVITY LOADS 1 1 LISTED BELOW U.N.O. 1S� FFLLppRR DEAD LOAD, PSF LIVE LOAD, PSF 1 Iy�SS &OSTAIRS lu GENERAL NOTES: 1. IT IS THE INTENT OF THE BUILDING DESIGNER THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY AND THE CONTRACTOR SHALL PERFORM ALL DUTIES AND WORK IN ACCORDANCE WITH LOCAL AND REGIONAL CODES AND ORDINANCES 2, THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO COMMENCING WORK, CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING COND. TO THE BUILDING DESIGNER PRIOR TO COMMENCING WORK. FRAMING: CONCRETE: 1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. OPTION: MTL. FRAMING AT INTERIOR AT 28 DAYS: --SLAB ON GRADE FOOTINGS 2500 PSI - REMAINING CONbRETE 3000 PSI 2_ ALL EXTREME FIBER STRESS IN BENDING►(FB)2= S.P. PSII AND MODULUS 2 ALL CONCRETE SLABS ON GRADE SHALL BELLTTEH�II��CKNESS AS INDICATED ON THE OF ELASTICITY OF 1,600,000. EE SOLABSISHALLL BERREIINFIORCED WITH 6X6 W1 4XW1 4 WFBM LAPPED 8" AT EDGES AND 3. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM LUMBER GRADES SHALL BE ENDS. IN CONFORMANCE WITH ASTM-185. USED: 3. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND OR ROCK AND FREE OF A. STRUCTURAL LIGHT FRAMING SIZE 2" TO 4" THICK X 2" TO 4" WIDE - DEBRIS AND OTHER DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY NO. 2 OR BETTER. B. STUDS SIZE 2" TO 4" THICK X 2" TO 6"WIDE - STUD GRADE. (ASTM D1557). C- STRUCTURAL JOISTS AND PLANKS SIZE 2" TO 4" THICK X AND WIDER - NO. 2 OR BETTER. 4. FOOTINGS SHALL BEAR UPON UNDISTURBED SOLID SOIL OR UPON SOIL D. LIGHT FRAMING SIZE 2" TO 4" THICK X 2" TO 6" WIDE -STANDARD OR BETTER. COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST THREE FEET (3') BELOW THE BOTTOM OF THE FOOTING 4. NOT USED 5. WHERE SHOWN CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE 5. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, GROUT OR PEA GRAVEL CONCRETE WITH MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. 6. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED 6. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 DEFORMED NEW BILLET STEEL CONFORMING TO ACI 301. ACI-315, AND CRSI MANUAL OF STANDARD FOR EACH APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT- PRACTICE, LATEST EDITIONS. DIP GALVANIZED TO ASTM A-153-80. 7. ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. 7- ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN SPECIFICATIONS. FOOTINGS, BEAMS AND COLUMNS SHALL BE LAP SPLICED ACCORDING TO DENOTED DETAILS 8. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT. 8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR 9. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY WITH NFPA NATIONAL REINFORCEMENT: DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND AITC 100. 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO 10. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY TRUSS MANUFACTURER'S EARTH, 7' - CONCRETE EXPOSED TO EARTH OR WEATHER, #6 OR LARGER. REGISTERED ENGINEER, 1-1/7' -- CONCRETE EXPOSED TO EARTH OR WEATHER, #5 BAR AND 11. CONTRACTOR SHALL CORRELATE WITH TRUSS MANUFACTURER TO ENSURE SMALLER. 1-1/7' CONCRETE NOT EXPOSED TO WEATHER OR CONTACT WITH ADEQUATE BEARING IS PROVIDED AT END REACTIONS OF ALL GIRDER EARTH FOR I HE PRIMARY REINFORCEMENT TIES, TRUSSES. SCIONCRETE NOR 12. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH 3/4" NOTPEXPOSEDETO WEATHER IN CONTACT WITH EARTH FOR SLABS, WALLS, AND JOISTS, #11 BAR IN ENGINEER'S SEAL FOR REVIEW BY THE ARCHITECT DESIGN NOTES INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE AND SMALLER. MANUFACTURSER SLICENSEITOO FABRICATENTRUSSBES UTIILIIZING THE AND 9. HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT T-0" AROUND CORNERS BARS WITH Z-0' SHALL BE PROVIDED. SYSTEM PROPOSED. OR CORNER LAP 13.MOMENT N EACHRTRUSO INCLIIGDE ALL REACTIONS FOR GRAVITY. UPLIFT OF DES N 14, THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHALL REINFORCING ESPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY 10. TO CONTRASUPPORCTOR SHOWINGFOR REVIEW BY THE RCH TECT SIZE BEFORE FDABRICATION HASBEGUN. 11 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE RE%UIREMENTS FOR REINFORCED CONCRETE" ACI 315 LATEST EDITION, UNL SS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 15, BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION TO COMPLY WITH TPI BWT - 76 & HIB - 91. 12. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH'THE BUILDING CODE 16, ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION AND SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. CLIPS SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301. OR ANCHORS TO BE APPROVED BY ARCHITECT. 13. GENERAL CONTRACTOR SHALL CHECK ARCHITECTURAL MECHANICAL AND 17. AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES WITH WALLS BELOW TO PROVIDE PNIRELATED Tb SLEEVES SLAB ND SRALSIbbNSUME FULL b ANY ODTIRW ITEMSOPENINGS A SMOOTH, INTERIOR WALL SURFACE FROM FLOOR TO CEILING. RESPONSIBILITY FOP .THEIR LOCATION. MU�NBROKEN 18.BE DESIGNED TO ACT AS A SHEAR DIAPHRAGGM ADEQUATE BRACINGBSHALL'SHALL 14. PROPER PLACINGBROF ALLLCONCRETEE AND POSIITIONING SPECIFIED EINFORCINGAND ALSO BE PROVIDED BETWEEN TRUSSES FOR THE DIAPHRAGM ACTION. STEEL. 19. CONTRACTOR RESPONSIBLE FOR THE PERMANENT BRACING AND ATTACHMENT OF 15. ALL CONCRETE IMPROPERLY PLACED AND OR TESTING BELOW SPECIFIED ENGINEERED TRUSS TO THEIR SUPPORTING ASSEMBLIES. STRENGTH HALLCOSTBE REPLACED, ALONG WITH OTHER AFFECTED WORK AT NO ADDITIONA20. CONTRACTOR TO VERIFY CONTINUOUS TIE DOWN CONNECTIONS FROM ROOF ASSEMBLIES TO ROOF/FLOOR SUPPORTS TO PERMANENT FOUNDATIONS. 16, NOT USED MASONRY X NCfiq f� ��y �L11NN��TT g�-{qLL {p p 1. CONCRETE MASONRY UNITS TYPE I, G�ADE N-1 0? W G WB MINIMUM COMPRESSIVE STRENGTH OF 2QWPSf#F'M =.1350 1).,V� 2. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. STEEL CONSTRUCTION: 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. USING E-70XX ELECTRODES. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A-307. 4. STRUCTURAL STEEL SHAPES PLATES ETC SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE. 5. SHOP PAINT ALL STRUCTURAL STEEL WITH ONE COAT OF RUSTOLEUM WITH MIN. 2 MIL DRY THICKNESS OMISSIONS AND REPAIRS- -USE 5/8" DIA. EXP. BOLTS X 6" RH TO BE USED IN PLACE OF OMITTEDA. B. -WHERE DOWELS ARE MISSED, DRILL 3/4" X 5" DEEP MIN. HOLE & GROUT Wf'SIMPSON" ET17 EPDXY -WHERE TRUSS ANCHORS ARE MISSING, USE "SIMPSON MTS17' CONNECTORSW/ (3) 3/16" DIA. X 2 1/4" MIN. TAPCONS (UPLIFT LOAD < 1000LBS) -DOWEL LOCATION MAY BE 1 CELL OFF FROM AREAS SHOWN ON PLANS -CMU MAY OVERHANG 3/4" OVER SLAB GLAZING NOTES: ALL GLAZING AT HAZARDOUS LOCATIONS (BATH LOCATIONS, WINDOW SILLS BELOW 20" A.F.F.) SHALL BE TEMPERED. A FE SEE ATTACHED LATERAL ANALYSIS AND PLAN FOR SHEAR WALL LOCATION SEE ATTACHED TRUSS ENG. AND PROFILES nut �- 1SEE ATTACRED PRODUCT APPROVAL 11 � ( 1 • (1 '11, r /� i 1.1 //,li 1! / 1 1 ��111� 11' i!,� PLANS REVIEW TIME fir; �Sf l%i Cla 9� �i ��fl)1/.�\- 1 ' • • . 11 •1� . 1 • U C 0 '> N U'0NC n Y co L X (D 0 CL � CD-=OO) Q CA O 0 CD N U a �U-NN -_ 0 H N CD LO U E O M V C I ` t1_ Cr) Oln m00'U 2:-U)vv-r- nocRevisions No. Des. Date 2 S-1 COMPLIANC E (SEE ATTACHED) 1/3/07 4 S3 113107 COMPLIANC E (SEE TRUSS ENG.) 5 S-4 113/07 COMPLIANC E (SEE ATTACHED PROD APPR) 2 O Lu Y Q J j � Y D = Q O ai u m COVER SHEET A101 Scale 1/8" = V-0" ENGINEER. FIDE &C MICHAEL THOMPSON PE FL LICENSE # 47509 PO BOX 580937 ORLANDO FL 32858 407 497 0566 1/4/2007 4:36:51 PM II I GOuG. oFlyt� 3 \I 11 �g \\III B3\ICI yG\\all/�_3 \el//GG¢ ��ann�`��mo��4no��4Un\P` ��gnh�eE WCA 2 c� Q � � 0 O " J L W 0 00 W LL ''^^ w /L VD W C� 00 -0W N .7 N C Lo 0- Co0 C- t- N Q aON CC EC -CNN' �-0 IT Q CZ F- LNG 0- Oo oC1(O �a d' C 1- I-- >> 2Lovt fncYx0 2 W z C W W 0 W O 2 LL O r w W a O C a no J Q U W J J Revisions L z No. Desc. Date w OJ U) W 2 F W C Q W x 2 LAMS HEVIEWEr, z ITY OF SANFORC- x O a W .7 CzLU Y � QQ Y � _ Q O W o (%j W a MLY oo � SITE PLAN AW& CLEATON ENGINEERING. INC. A102 103 W. WISCONSoN AVE., SU! T E #1014 DELAND, FLORIDA 32720 Scale 1" = 20'-0" PH. # 386-738-7475 LIC. # 35816 9119120067:21:53 PM 1 ST FLOOR ELECTRICAL PLAN 1 /8" = 1'-011 ONLY HIGHLIGHTED OR CLOUDED REVISIONS ARE APPROVED ON THIS REVIEW. ALL PREVIOUS COMMENTS APPLY, �/ua � x,NWxoR L•MOVCOxEP r¢E [ H1 ��<ax�axtvrWrmurt E4� 9EE FLDOR GLM1 von RueE 917E ass rc D�ac xo� TlDD�,9,�D� _1 x COVOER IOWMEa nEhTEA ELECTRICAL �RISEfILAOS of rAre C� FLECmKAI xalfllu�L9 uo 9esr.ulwa Lurl asr�c rW,..n,r;..�aaD+meDxsD.,.c.nmw CODE, lOC4 CWES aMDMElOC4 noHEa CD ELECTRICAL RISER u 1 /8" = 1 '-0" ELECTRICAL LEGEND Ceiing Mound Lipp PC Po Cho LgM OReomod LIpIV m mWW WM ® MVWRwa d D iiu Reapbde ROVReaepecle 112 n0. 112 a td*d =@M Weer Pmd Reoaplade FMa Peaph de PmAW.ler ag F. =OGFI Ground Fautlmav V0 a.arn 1Vd1ySmM g Demer Switch Tdephene Jade 13— co. Jedt ® Ph VAre Garage D-Opener .-- Flowavam Lgh1 ERts"Peml ® Dam. Ffl Dior RdGG"e Door SveU L= D¢oara Swish ® Bedri®I Mm, O So S.W. Door CW%fan a WA Sang nhct Gwlalw IC Lmrmm T SW Light RUM Mount Flu—, lapM ® FaNLpMContnt. N0� Spealuir m ,uricticitB. NO US" NOTES: t. Oannrm vedyaatl MwRan dRoa wdm w, Rent. 1 L-t.t, mrm xmror WWt . sugg ved tcaaom xW mex a Iodl moe requuexenn A6dmam a s*sv ns may be imm Ret i 0— eedBAW t meRdd. a by Xame Desmnens Gloup, - med&—I mmrae n ELECTRICAL LEGEND U C O n N C� N p Y M =aXw � @ � a) O rn E m V p Lo O N U a-LLNN ��'6CA " U N0 RC?Co E,q cf`I_ m 0V) CU00'0 2—cn--cj-v r- Revisions N2W Dessyc. I Date • y N e.R N O Y J a � � Y � Q = O U fA = m t— ELECTRICAL PLAN A110 Scale 1 /8" = 1 r-0" ENGINEER. PDE & C MICHAEL THOMPSON PE FL. LICENSE # 47509 PO BOX 580937 LAND FL 32858 40 r97 0566 f�l 17� 4/1 /2007 9:5 (AM • U I IG'-2" Door Schedule I Door Schedule I i Window Schedule Mark I Width I Height I Type I Mark I Width I Height I Type I I Mark I Width I Height Type 59 3'-0" 8'-0" FIR DRW/SL 61 2'-4- 8' - 0" DR (HOLLOW CORE) 62 2'- 8" 8'-0" DR (HOLLOW CORE) 63 16' - 0" 7' - 0" 7-0 X 16-0 64 2--8" 6' - 8" DR (SOLID CORE) 65 3'-0" 8'-0" FIR DR 66 2'- 6" 8' - 0" BI FOLD 68 6'-0" 69 5'-0" 81 FOLD 70 2' - 8" 40"BIFOLD R (HOLLOW CORE) 74 2' - 6" R (HOLLOW CORE) 75 2'-6- 8' - 0" DR (HOLLOW CORE) 77 2' - 4" 6'- 8" POCKET DOOR 82 8' - 0" 8'- 0" SL. GLS. DR. 83 2' - 4" 8'- 0" BI FOLD 84 3' - 0" 8'- 0" BI FOLD 85 2' - 6" 8'-0- DR (HOLLOW CORE) 8" 8' - 0" BI FOLD 88 2'-0" 7'.0 24"SHWRDR 89 2' - 4" 8' - 0" 1 DR (HOLLOW CORE) It -� I I I I I 12'-3" 1. 9'-2" 13'- 11112"13'- 11 112"1 75 3'-0" 6'-0" SINGLE HUNG 76 T-0" 6'-0" SINGLE HUNG 77 3'- 0" 6'- 0" SINGLE HUNG 78 T - 0" 6-0- SINGLE HUNG 79 V - 0" 6'-0" 3-SINGLE HUNG 80 3'- 0" 6'- 0" SINGLE HUNG 81 T - 0" 4'- 0" SINGLE HUNG 1'- 4" F.G. Window Schedule Mark I Width I Height I Type 84 3'-0" 5'-0" SINGLE HUNG 85 2'- 0" 2'- 0" F.G. 86 2' - 0" 2' - 0" F.G. 87 2'- 0" 2'- 0" F.G. 88 3' - 0" 5' - 0" SINGLE HUNG 89 3' - 0" 5' - 0" SINGLE HUNG 90 T - 0" 6' - 0" SINGLE HUNG 9113' - 0" 4' - 0" SINGLE HUNG 92 2'-9' 6'-0" SINGLE HUNG T -G„ Room Schedule Unbounded Number Name Height Area 1 Bedroom 2 10' - 0" 164 SF 2 Bath 2 10' - 3 Bedroom 3 10' - 4 Great Room 10'- 5 Gallery 10' - ' 6 Wardrobe 10' - 7 Master Room 10'- 0" 178 SF 8 M.Bath 10' - 0" 77 SF 9 Util. 10, - 0" 20 SF 10 2 Car Garage 10'- 0" 400 SF 11 Eat -in Kitchen 10' - 0" 222 SF 12 Front Entry 10, - 0" 212 SF 13 Rear Porch 10'- 0" 249 SF 14 Stor. 10, - 0" 21 SF m 0 . m fn --QQ (V P bb - N P b � a b in 2X4 rFzAM5 WALL W/ 6twt T 'fSX ruptSo rIA115H d=Strot C. 1) Aspect ratio* vor shear wall hegvnent-, *hall cwnply with rt>G hection 2305.3.3 . To comply with Table 2305.3.3, ahpeGt ratio 0p'>.5:1, a G51G coil *trap *hall loe added to top and bottom hill op windows and acrohh the garage door header to reduce the wall pier height. Garage pier wall height will be reduced to 7', therePore min• wall section oP 2'- 0". At rear kitchen windowh (critical case), GhYo coil *trap at top and bottom hill* -,hall be added to reduce wall pier height to G'-0", windowh *hall be moved to comply with 1-1" min• wall pier height por -,action adjacent to window-,• 2) rer¢orateoi *Hear wall* are utilized. per rBG 2305.3.7.2• Anchorage ;or overturning OP pevr;orateci *hear wall* *hall comply with r0G 2305.3.7.2.4. Tension chord uplipt Ave to overturning (per egtn 2'-3) ih 2582 Ib or 185 Ib/pt- Wedge -Ali anchor* (1/2" x 8", 5"min embed.) are provided at 2-V 0.6. and at each wall hection end. The*e provide 225o Ib allowable tenhion fond each, 21" *pacing tlherdPOre give* uh design Vrilpt op 1285 IL;, / Ft. 601L STRAP *HALL FUQ rULL wxIQeTH or RO ` IEWEDwALL, HORIzouTALI.Y AT Top AQt) e0'iToM !` *ILL or KITGH5Q WI0bOW orvWi0a,6 AtJb �'►Iv12 1JG h 8d 0 2b Vl&" 04. GARAGS• Area Schedule Name I Area LIVING 1655 SF REAR PORCH 257 SF FRONT PORCH 230 SF GARAGE 427SF U C ::3> f� CD 0 04 yY M L X CU CL CD-CU �OO) 0 tT0 0004 U aLLNN = (D N CD, U N� 2 MCp� =-CnCU ��t Revisions No. Desc. Date 1 �A-11 �11/3/07 COJIPLIANC SPEC.) L 7 IURDATED- LW15/0 FLOOR PLAN Al 04 Scale As in ENGINEER. PDE&C CHAEL THOMPSON P FL. LICENSE # 47509 PO BO .580937 R,eO O L 32858 407 497 F0566 I`�("7 /2007 9:59:01 AM r 1, I' 4" IG'-2• 131 7' - I O" 13, - 8" 51'-0" 34' - 0" OFFICE 4 We- ?I �_WF Al?- GHA,60 ° - - - o 9' - I d' in N b outt t au `i'bor-buplaz ryoor-Durlax II «vu �500LOOR SLAB OF PLANT MIX CONCRETER-M -YFL A [�] P.S.I. 4" THICK WITH FIBEESH b I ( REINFORCEMENT OVER TERMITE TREA�E SOIL WITH 6 MIL POLYETHYLENE VAPO�i I I BARRIER OVER COMPACTED CLEAN FILL I 8 OR ( I FLOOR SLAB OF PLANT MIX CONCRETE I 4 0 b a b D103 2500P.S.1. 4"THICKWITHOW W1AxW1 � D103 GUAGE REINFORCING MAT WITH MIN 1 0103 � in n in c O 4' - _ - - G' - G" G' - G" COVER. TERMITE TREATED SOIL WITH MIL. POLYETHYLENE VAPOR SARRIERI OVER COMPACTED CLEAN FILL b - 12 t ��I III - N I 5'-(7' L 3'-6" 34'-0" _4n 7 I I 6uorr, 1 10 I I I OII 1 Di 9. FLOOR BLAB N PUNT MIX CONCRETE SH R900 P B 1 E IN O WIN TERMITE THE REINFORCEMENT OVER TERMITE TREATED 1 LT1 I O b O �_ 2 1 BIN4 MIL POLTETEVAPOR BARRIEMRIER OVER COYPACTWFD I%CLEAN TILL I I OR FLOOit 8UB OF PUNT MIx CONCRETE MW P91 <'THIOx WITH BFE Wt.%Wt. I GWGE REINFORCING MAT WIT" 11NY (V 4J ' IWLJF�I ryl rl I `�� d^ I I I Ip� - COVER TEFMRETREATEOROILWRN E MIL POLTETNTLENE VAPOR BARRIER OVER COMP1C1E0 CLEAN FILL V n I I I I I ®� I _ I I Yw 11 I I V I Zi I I I I 1 Q N I I v T_— �I I I I I I I I 21'-4" 1G'-2" ONLY HIGHLIGHTED OR CLOUDED REVISIONS ARE APPROVED ON THIS REVIEW. ALL PREVIOUS COMMENTS APPLY. I I 1 I I I I I I 1 10 112" 3'-7 112"L3'-7 112" 42' PLANS REVIEifIfE REVISION CITY OF S,ANF(1R PERMIT: Ow 13SI I U a N M (, N C N Y Co X m @ � @ 1= Ca00� O U O c, U 0�-ONO U 01n MOO-p =— Cn V It _r Revisions o. DesC. Date N� qW ;Tm Q�j Q W TO i Y cQ C O U) `W W r FOUNDATION PLAN A103 Scale 1/8" = 1'-0" ENGINEER. PDE & C AICHAEL THOMPSON PE FL. LICENSE # 47509 PO BO 80937 R O FL 32858 07 97 0566 v101 4/1 /2007 9:58:56 AM Y Code violations found during inspection are required imittto corrected. i suance does not grant Plan/permit approval of a code violation. 2004 FBC109.1 Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to ved& structural adequacy MWOWT 1 CONCRETE ENCASED ELECTRODE Shall: be provided in the footing of this building. Not less than 20' of/z" rebar or #4 AWG bare copper. Shall have a minimum of 2" of concrete cover. 2005 NEC article 250.50. Inspection ,�Wquired prior to pouring of the footing. -000 If lV 4 ' We- f 'r=7 F c✓c 6HAht� I OuHat Ouk Moor-Duplax Naor-Duplsx _ M„ �„ S I �FLMOOR SLAB OF PLANT MIXREINFORCEMECONCRETE I — — � L�`�"V P.S.I.4" THICK WITH FIBER -MESH o T OVER TE rr I I SOIL WITH S IL. POLYETHYLENEVAPO BARRIER OVER COMPACTED CLEAN FILLL. +' 'B 8 103 OR FLOOR SLAB OF PLANT MIX CONCRETE 0, 03 2500 P.S.I. 4' THICK WITH 6x8 W1.IXW7. 1 GU REINFORCING MAT. WITH MIN i 1 4 b' - b" b' - b" COVER TERMITE TREATED SOIL WITH I MIL POLYETHYLENE OVER COMPACTED CLEAR BARRIER ILL N m 1 o _4" I 0" 6L.� 1:10 BOOR SLAB OF FLNRMI%CONCRETE < 0, I. �FO EME�NT�OVERTEIRBMIIIT ATEO SOR WIIHB MX. POLVEIHYLEIE VAGOfl � r/ ' 1 [�v'f 2 BARRIER OVER CgA+ACT®CLEMIFlLL. I I FLOOR SLABOF RANTMIXCONCRETE m F.BI.f TBD(VFfIH d0 VV1.OfW,A IXAADE REIIFOLCLN3 ANT. WITNNW ,' I I OOVE1t TERARTE 11tFAlEO SOIL VLIDH S MIL FOLYETNLENE VAFDR BARRIER lV ` t� -I _ �ry � + I I ✓+M«�.I � 1=Av.J :Av. J �/ 16 I - S - OVER DpWADTED CLBAN FILL. YYYY P 1 2' I s• 2, _ 8„ 9' - O"_ I I p C P -'O V21 -7'12" -7 V2" -7' ''-4" DAI_ 103 MIN O 1_- ANSEVIEWEr ITY Qo AN F® R FI VU"Iz EER;PyG. t;dC. VE., SUITE #104 D, FLORIDA 32720 '38-7475 LIC. # 35816 C: g c2 Q„ o O (v i1 w LU w LL L Vp A\ Z VJ CD oU ''^^ �W •v,'> N ox 05 N c to Q�ML X sir �Ma:�ma EL moo) Co �dLLNN Q� °ovoc�Z Oo 0 C1 c"'o ,a 'a• C r- r- >> =Lo U) =0 LU W Z U) W 0 W O LL O W W OL 0 IX a J NEC) Q F W J Revisions z No. Desc. I Date W J O ,n w _ W x Q W x W _ V% z W W W 0a. a. W z I W W N Y J o 0 Q Z Y Q W W U 0 o U) LU Q W f FOUNDATION PLAN A103 Scale 1 /8" = 1 I-011 9/22/2006 9:13:26 AM C 21 4' 10- 2' 8' - G" 34' - 0` 8' G" EO EG I - 7'-G" 10-g -'-0 7- G* t - I I fig 7-1, � - 70 z 1 -9° 1a, 12'-1" 5 V 71 - I � N I � Fii O 17LM_ Nl! 67 el 1 d> GE) 23- N Glreat tzoovN b D IY 0 / ails se __ - — io n 4 b b ut v v 7 5'-Ou 3'-G" L L 3'-4" L 12'-3" 6 9'-a 2-9' 2 3 Q 3-4 4-0" 5 � ass Ws3r�be P. n _axn b - m _ fit_ �P 9 m b 11 Maste, orn - G - a� N a _ z 78 m � � I fifi n t— x� 'v I I I EQL EQ 1 -2' I 9' - G' I 1 5' - 9' 5 - 8" 3'- I I 1 I I /2" 3' - 1 I I /2' 3'- 8" T - G" I - 21'-4" 42' G' 8'-6" 8e-G. Door Schedule I Door Schedule Window Schedule Mark I Width I Height I Type I Mark I Width I Height I Type Mark Width Height IType 59 3'-0" 8'-0" FRDRW/SL 61 2'- 4" Br- 0" DR (HOLLOW CORE) 62 2'- 8" 8'- 0" DR (HOLLOW CORE) 63 16'-0" 7'-0" 7.0X16-0 64 Z - 8" 6' - 8" DR (SOLID CORE) 65 3'-0" 8'-0" FROR 66 2'- 6" 8'- 0" BI FOLD 68 6' . 0" 8' - 0" 2-81 FOLD 69 5' - 0" 8' - 0" 2-BI FOLD 70 IZ - 8" 8' - 0" 1 DR (HOLLOW CORE) 73 2' - 6" 8' - 0" DR (HOLLOW CORE) 74 2'- 6" B' - 0" DR (HOLLOW CORE) 75 2'- 6" 8'-0- DR (HOLLOW CORE) 77 Z - 4" 6' - 8" POCKET DOOR 78 2'- 4" 8'-0- DR (HOLLOW CORE) 79 7-0" T-0" 24"SHWRDR 81 2' - 8" 8'- 0" DR (HOLLOW CORE) 82 8' - 0" 8' - 0" SL. GLS. DR. 83 2'-4" V-0" BIFOLD 84 3' - 0" 8' - 0" BI FOLD 75 3' - 0" 6' - 0" SINGLE HUNG 76 T - 0" 6'- 0" SINGLE HUNG 77 T - 0" 6' - 0" SINGLE HUNG 78 3'-0" 6'-0" SINGLE HUNG 79 6' - 0" 6' - 0" 3-SINGLE HUNG 80 3' - 0" 6' - 0" SINGLE HUNG 81 S - 0" 4'-0- SINGLE HUNG 83 5'- 8" V- 4" F.G. Window Schedule Mark I Width I Height I Type 84 T - 0" 5' - 0" SINGLE fiUNG 85 2'- 0" 2'- 0" F.G. 86 2'- 0" 2'- 0" F.G. 87 Z - 0" 2'- 0" F.G. 88 3'- 0" 5' - 0" SINGLE HUNG 89 3' - 0" 5' - 0" SINGLE HUNG 90 3' - 0" 6' - 0" SINGLE HUNG 97 IT-0- 4' - 0" ISINGLEHUNG 92 JZ - 0" 6' - 0" SINGLE HUNG Room Schedule Unbounded [N,,1TrName Height Area 1 Bedroom 2 10'-0" 164 SF 2 Bath 2 10, - 0" 50 SF 3 Bedroom 3 10, - (" 151 SF 4 Great Room 10'- 0" 411 SF 5 Gallery 10, - 0" 65 SF 6 Wardrobe 10' - 0" 44 SF 7 Master Room 10'-0" 189 SF 8 M-Bath 10' - 0" 35 SF 9 jutil, 10,-0" 30SF 10 2 Car Garage 10'- 0" 400 SF I I Eat -in Kitchen 10' - 0" 222 SF 12 Front Entry 10, - 0" 212 SF 13 Rear Porch 10' - 0" 249 SF 14 St.,. 10' - 0" 21 SF 2X4 r12AM5 WALL W/e5M50T Tt%xTUR�D rlQl-,H Q fiRL • O w o b b 1 tit A109 1) Aspect ratios For Shear wall segments shall comply with rDG section 2305.3•D . To comply with Table 2505.3.3, aspect ratio of 3.5 t, a G51G coil strap shall be a D added to top and bottom sill of windows and across the garage door header to reduce the wall pier — - height. Aarage pier wall height will be reduced to 7', therepore min. wall section of 2'- O". At rear kitchen windows (critical case), G-iyl coil strap at top and bottom sills shall be added to reduce ° wall In -. pier height to G'-O", windows shall be moved to eomply with -q" min. wall pier height For section adjacent D to windows. 2) perporated shear walls are utilized. per rDG Anchorage For overturning Op perporateol shear walls shall comply with rDG Tension chord upliFt due to overturning (per eoltn 23-3) is 25S2 Ib Or 185 Ib/Ft. wedge -All anchors (1/2" x V' 5"min embed.) are provided at 21" oa. and at each wall section end. These rov Ib allowable S f" spacing �� sus design uplipt OF 1285I �o� CITY0� 5{' �AALL {ZuAI ruLL wF"TH Or WALL, HOIzIZOUTALL`( AT TOp ARID DOTTOM KILL Or KITGHtw Nl000W Oj IJIuGlS AQ0 AG120sh TH(i Ht�ADt�Iz r0F THt- a Al2AQL. QAIUIJe115 SA (9 2-1/Vn" O.G. Area Schedule Name Area LIVING 1655 SF REAR PORCH 257 SF FRONT PORCH 230 SF GARAGE 427 SF U C n- m co 0'C n N (� CV C U Y (70 -0-2 X cu @ 0-@ CD- .= CD 0 .9 C) O00 U a, 0-LL NN � o1 No U N O O 7 D O tf) r0 O O -0 =�inV,I-L Revisions No. Desc. Date 1 A-1 113/07 COMPLIANC E(WALL SPEC.) 7 UPDATED 3115/0 TO COMPLY 7 WITH FBC2305 V) W M O W J Y Q Q � � Y Q = O U W W 2 m )- FLOOR PLAN A104 Scale As indicated ENGINEER. PDE 8 C MICHAEL THOMPSON PE FL. LICENSE 11147509 PO BOX 580937 ORLANDO FL 32858 407 497 0566 3/15/2007 4: F,:27 PM 12 7 2•_I„ O.H. TYF n FRONT 1i1M1�016io JAL SHII UF6 OVtveP 154 pt:LT OQ 711ln" MIQ. 05D FZATt�t) 5Ht:ATHIQA Op1:FzAMA1 AM)Ll3 LOuvtwtl t> vt:QT G" H0i2IZOQTAL LAp 511>1LIA S" �A51GA LOUVtWt,-t) TOp HIAIG,00 SHUTT>%1� lnXG p`(I2AM10 t�Wt> p.T- po57 4" 601QA TFIM SMOOTH IAl15H pprs- MAQUrAGTUpSU GOLUMQ 8"X1" Gr-mtW e'A0o q"xt" e-5m5QT DAQt>1QA SMOOTH 65mmIT r1015H s" G�Mt%1J7 DA1Jb wAT�izCADL� 5hT rLa• � S REV,EwE�. Pt.�►NangD C1� OF SANAto 1 DA a C' 0" "N'`='EERING, INC. 103 W. I ONSiN AVE., SUITE #104 DELAND, FLORIDA 32720 U � g F- x Q c� m 0 0 U J r n w v � W LL /�� VO W Z Cz' }}� uJ OU a) M O Fw •��\'= ti a)ow 0�c CO 0 x .NO W co-0 Q� Q ` O N OZ �O-LLNN� �� O CZ_ Oo M Na c0 l� 7x _� CO O O 00 (i��LX N w w z c� w w O 2 }0 F Lu w 00- 0 0 a. ELU ui _1 Revisions z No. Desc. Date w 0 w x H W w w x 0 w z W o w CL OCL w C) uJ W Y J Lou a z Y Y) Q w = O F- ELEVATIONS A105 Scale 1 /4" = 1'-0" 9/19/2006 7:22:10 PM LEFT 1 1 /8" = 1'-0" 1. r I(— PPAR 3 H i Orr F " vttST Orr Orr FiDAO PWIe vwtlT waT 12 7 r- FM [E- 11 FM ADb All enclosed attics and rafter spaces shall be provided with ventilation. FRC R806.1. The minimum vent area shall comply with FRC R806.2. A---� f. FLANS REVIEWED CITY OF SANFORD U C: g c� Q- M o O " L � r n W v m LL W W Ex ow L UO l Z A W C� UIW 00 E ��1�� o'- � W0 N C �a Q�Mt C w� d.w OQ EOD- �NIs C4�, -'DSO C OO M CO �a 20 R300 00 �cnvvLOS d' W Z 0 W 0 W 0 0 LU W a 0 x a no J Q U W J J Revisions z No. Desc. Date w J V) W S F W Q LU W w S 0 W U) z z W n C W C � O W LLI Y J o z Q 0 Y a D W Q w = O o U U) W a 2 m H Ibis ELEVATIONS A106 ATON ENGINEERING, INC. 10 CONSIN AVE., SUITE #104 D ND, FLORIDA 32720 Scale 1/8" =1'-0" 9/20/2006 8:00:23 AM ROOF PLAN_ 1/8" = 1'-0" � g cD } 0 OJ �n w lJ m � w VJ ui (D �Q0ZCC OU �W > Eo 0. to OB WD N aiQ a�ON OZ �U OIDO �Q Q�NN tad O CZ � N � 0- OO 2McO t a CI-r- 77 O O 00 r U) V = (Y ir ir Z 0 U) W 0 W O _ LL 0 } H W a O a J Q U W J J Revisions Lu INO.1 Desc. Date LL, J 0 Co W _ H W a w w _ M W VI z Z ui w U) W NNS REVIEWED ° to Y OF SANFORD w W LEATON ENGINEERING, INC. ISCONSIN AVE., SUITE #104 DELAND, FLORIDA 32720 Y J � Y 0 D U a0 w 0 = Q m H ROOF PLAN Al07 Scale 1/8" = 1'-0" 9/19/2006 7 22 26 PM 0 7 3 s d —' 3 — — 37 — 37 37 0 Z 3$ � pj2�_cAiGllAl$�{2$b i2001' 0 24" O.G. UI.iO «7/# 3$ i l l l l=� II ICI I i I I I i I� II i l l l l l l l �- A ,. - _ N,p GlFe5F-- I I I 1--I —v— 2 we w:17 RJ :yl -- T ---- — - - --- ----!----I-E 1 1 1 a. — _11JbIGATih ATTIG Tiih Df;hIGAI I — -1 -T I rop ruTUI�t: ATTIG OF2 �OQUh i200M I�1J OLANS bU4T -------f-- -- -- T---�� I I IOITY01 ----------- --I-� I --� — ------ --—I—f 1 1, 1 �IIIIIIIIIIIIIIIIII� l I I 11 I I 1_J�l. FRAMING CONNECT R SCHEDULE NO TRUSS BRACING REQUIRED OTHER THAN SHOWN ON THIS SHEET OR ON THE TRUSS ENGINEERING FROM THE MANUFACTURER TRUSS NAILS (1-12- LONG) MAY BE USED ON SINGLE PLY TRUSSES ALL ROOF TRUSSES USE ANCHOR 82 FOR CONCRETE WALLS ALL RAFTERS, JACK & KING -JACK TRUSSES USE ANCHOR 836 FOR FRAME WALLS U.N.O. ALL ROOF TRUSSES USE ANCHOR #38 FOR FRAME WALLS UNO. ANCHOR FLOOR TRUSSES WHERE NOTED, OPTIONAL OTHERWISE. NO. LISP SIMPSON MAX UPLIFT ANCHORS: TRUSS TO CONCRETE 1 HTA24 w/7-10d META20 w/7-10d 1040 2 HTA24 W/14-10d META20wr14-10d 1500 3 2-HTA24 W/ 14-10d — META20 w/S-10d ea. 2575 ANCHORS: TRUSS TO FRAME 35 HCDP w/8-8d cdm HS wB-Sd mm 465 36 MTW12 W14-10d MTS12w/14-10d 1000 37 2NTW12w/14-10d 24ATS12w/14-10d 2000 38 3-MTW12w/14-100 3-MT8121W14-10d 300D 39 MGT W/ PHD5 (MGT-22-10dNPHD5 ALL NAIL HOLES FILLED) 3850 40 HGT-2 W/ HTT22 EA SIDE (HGT-2 W/ 16.10d/HTT22 ALL NAIL HOLES FILLED) 10980 ANCHORS: TRUSS TO TRUSS HUS28w/20-16d HUS26w/20-16d HHUS26-2 w/ 20-16d HHUS26-2 W 20-16d SPECIAL CONDITIONS A PORCH TRUSS TO SLAB LOAD PATH CONNECTIONS COLUMN: 4X4 OR 6X6 #2PT BEAM. 2-2X17S WOOD PT BEAM TO FRAME WALL HUC410 W/ 12-16d COLUMN TO CMU WALL 2- MSTA 24 W/ 10-10d/8-3/16 TAPCONS BEAM TO COLUMN 2-MSTA24 W/ 18-10d COLUMN TO CONCRETE PA6%6p OR 4%40 w/4-i8N0a0 ABU44 OR ABl1G8'.v/8-18d 1. All trusses shall be designed and certified by truss manufacturers registered engineer. 2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. ALSO, TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS TO HOME DESIGNERS GROUP INC. FOR FINAL APPROVAL BEFORE FABRICATION, 3. All roof pitches are to be set as indicated on plans and elevations. 4. Top plate heights vary. See building sections, wall sections, and elevations for bearing heights. 5 Truss spacing shall be 24" o c. unless otherwise noted. Conventional framing shall be 15' o.c. or as otherwise noted. Q6 Truss manutacturerto provde all gable end Y l EV 1 � i tbe members 16 o.c. I f shall plan and el all �S M _ ater than 18` shall ke e 9 Frame walls up to underside of roof trusses at all non -bearing walls and at volume area unless otherwise noted. 10. A ign trusses and hand framing so as all gypsum wall board to be continuous from floor to ceding. / 11. Truss manufacturer to insure design consideration / to the following additional sloads: hung a: All ceiling hung offds and soffits wl cabinets as shown on plans. b: Attic located HVAC units as shown on Mans. I✓� q ,i�i TRUSS - TO - TRUSS CONNECTORS PROVIDED BY TRUSS MANUkACTURER VIS & CLEATCN ENGINEERING, I C. 103 Vtl. WIS�-ONSIN AVE., SUITE #104 nF1 AND, FLORIDA 32720 C g �o = C7 Q ' � } O O " J n W v � W W �/� vi Of L 0Uj z C� 0U a)W Eb a) 00f �p N c =a Y M 0 X .U)W nn''11 0 M Cp W.0 Oo 0') 0)< �fl-�NN� 2 (D' C z 00 0M0 �n v 1Z Lo MOO 00 e fn "T LU W Z C7 rn W 0 LU W 0 } H LU W W O o_ U EEUJ Revisions z INo.1 Desc. IDate w 0 U) W W Q W CY W 0 Lr z cw w G � O W _ U) N z W W U) Y J 0 Q Q in z W U a0 0 LLI Q m F— FRAMING PLAN A108 Scale 1/8" = 1'-0" 9/19/2006 7 22 27 PM PH. # 386-738-7475 LIC. 0 35816 n BUILDING SECTION MMOAI 1�2Uhh GAe'ut� Tpuhh 2-MTh12 W/ 14-1061 MhTA 24 W/ 18-10d QXtr WOOb p'j FOhT APJU GCo W/ 12-1&1 Q - c4 PLANS REVIEWED o / �10 DAVIS & CLEATON ENG!'.'E€ ING, INC. 103 W. WISCONSIN AVE., SUITE #104 DELAND, FLORIDA 32720 PH. # 386-738-7475 LIC. # 35816 H SECTION A109 Scale 1/4" = 1'-0" 9/19/2006 7:22:34 PM W r i Water hammer arrestors shall be installed where quick -closing valves are being utilized. FRC P2903.5 FPC 604.9 Ej 1 n / 4 o of 49 s I 8 o '6 Ong 8 4 H_ L \ (RGFI ®GFI ® ®GFI ®GFI y 1ST FLOOR ELECTRICAL PLAN11-011 }- .® Provide thermal expansion on hot water supply system as required FPC 607.3 or FRC 2903.4. Provide arc fault protection for any branch circuits serving dwelling unit bedrooms per NEC 210.12(B) ED�gME�D6EAVEn �J arn+ax cc DaEB MF Ga. ELECTRICAL RISER gscmcu wrtawEs aro iusrnu+m.s swu eoxn. w�.aaruaEs Reovmows v *rrE.anoru� sEa cooE EauE wDEs. M.o n.E EouE euvEa+m ELECTRICAL RISER 1 /8" = 1'-011 ELECTRICAL LEGEND �A •' ,�:� 1■ —{ r temngMankdLgm CM OU DW Pun �n.n Lgm a� �(^n,> � E0 ® Recessed ogm a) N C OR F-0 vka Mou""'Lgm y M O X TW �M� �Q Wall warn Recesses C CO N N Z DLPIer Re Mda (1).2 u Oi Cl� nU_NN@)-) ro V R_Ptane E 2-64 O a z_ 00 o cC c14 (o• Na iR ndt tC swscn�d ANT Waler PW Rt pMe = L Floor R-pta U) w a R.W. Vag Fan Z 'PGFI GRWnd Faun W-PI 0 s w wn LU w 3 My S.%h Q _ Dormer SenU L.L 0 D- LU Caye Jata W a ® Prt.NAn, Garage Poor Opener Q� a >� Floune 1Light J no Q 8[ 1P" F U ® Chan J J FO Dtd B.W.rage Or My h Revisions F z fl Dsconoedsmtch No. Desc. Date w J OB G 9none Wedor W LLJ _ Rtlrng Fan Q w WII X w cwndal�ar = 0 b Ie Intercom F z LU WLgm 5W W Flush Moum F7uoreSCentLg11 L of w ® FamLgm Gomomaaon = do 4 M. iiY 0 RLANS REVIEWED Y J Q � Q CITY OF SANFORID E U) n n r, ineatrRetSmD Q NOTES: N W J t O.ne•to knry eras Ittafion aroa Ruoen 2 m Ila— 2 Laanon d! ItnasandboXeniamsoggWed ,ate ""memE.a�l`ad"e�`ama°M ELECTRICAL PLAN AAOa�om a ad;t�nams mar na mach oetwean Over and Builderm the' M. or oy Grrome Oesgners oup ire as addmonal semrns A110 ELECTRICAL LEGEND Scale 1 /8" = 1'-0" 9/19/2006 7:22:35 PM ALL IDEAS AND UtSIGNS KEPHL6LN I EU HLHL ARt I Ht SULL IN I LLLLC I UAL PKUPtK I Y OF HOME DESIGNLKS GROUP, INC. AND ARE PROTECI tU UNDER FLUERAL COPYRIGH I LAWS U C PRE-ENGINEERED TRUSSES 024' -0 'E r- a) + ROOF PITCH PER / O.C. MAX. DESIGNED WI SIGNED (-Do N C ELEVATIONS AND AND SEALED CALCS. BY A ROOF PITCH PER PRE -ENGINEERING TRUSSES 0 24. O.C.C') O ROOF PLAN FLORIDA REGISTERED ENGINEER ELEVATIONS AND (MAX) VW SIGNED & SEALED CALLS. `) - Cl Cu 12 ASPHALT SHtNGLESMETAL OVER /5f FELT ROOF PLAN BY A FLORIDA REGESTERED ENGINEER ON 7/16' O.S.B. SHEATHING RATED 12 ( 1824 OR CONC. TILE OVER 300 FELT I'� ASPHALT .S.R. S E SHEATHING L OVER 16i FELT �� C O Cr) O s ON 7/18' O.S.e. SHEATFNNG RATED � O O O N U 6/e• CDX P.W. ( 1824 OR CONC. TILE OVER 308 FELT a LL- 04 N BLOCKING �� HURRICANE ANCHOR @ EA TRUSS SW CDX P.W. Q � � V C:) � BLOCKING PER FRAMING PLAN U R-301NSUL. HURRICANE TIE � EA TRUSS F- N LP7 PLATE HT. RJO INSUL. PER FRAMING PLAN E O �O co(O (SEE ELEVATIONS& Mn. DRIP EDGE PLATE HT. MTL DRIP EDGE CD (z) O) CROSS SECTION CLG. RYWALL FASCIA AS SPEC O L(j @ O O a (SEE ELEVATIONS& FASCIA AS SPEC �-- TYPICAL (SEEDETWL). CROSS SECTION 2x BLKG 0 GABLE ENDS (SEE DETAIL). SOFFIT AS SPEC DBL. 2x TOP PLATE BOND BEAM W/ SOFFIT AS SPEC 1-06 CONTINUOUS SEE ELEVATIONS (STAGGER JOINTS AND TIE VERT. 4'-0-M RE -BARS AT SEE EL POATraw FILLED CELL 2.2x H AILING LOCATIONS. FILL W/CONG. ENGINEERED PRE -CAST CONC. ixe P.T. DRAPE LINTEL OVER ALL BLKG. ABV. WINDOW AND DOOR WINDOW UNIT AS [WEDGE ALL] WINDOWS OPENINGS. AS DESIGNED PER ELEVATIONS OLT 6 BY PRECAST LINTEL CO. AND FLOOR PLAN REG. ENG. WINDOW SILL PER EMBEDME WINDOW UNIT AS BUILDERS SPEC. DEPTHS (U.N.O.) TYP. ALL PER ELEVATIONS CAULKED ®WINDOW �FRAME DETAILS AND FLOOR PLAN 1 /2" Ja 5/8" 6" WINDOW SILL PER BUILDERS SPEC. 3/4" 6" CAULKEDQWINDOW 72 W 7/8" 17' VJM Revisions R-11 GATT INSULATION No. Desc. Date 12' W.B. OVER ALFOIL EXTERIOR FINISH 7/16' O.S.S. SHEATHING INSULATION APPLIED PER ELEVATIONS. 3114' BASE 15f FELT WI FINISH PER ELV. FURRING 24'0 .1�T OVER 1 X P.T. VERTICAL O �� EX IOR FINISH 6 S.6 1/3/07 C. PLACE VERT. REINFORCING Vl �• R EL COMPLIANC f5 RE -BAR CONT. FROM FTG. TO TIE BEAM AND AS INDICATED 2x P.T. SOLE PLATE W! E (A.S. SPEC 1X4 PT BY THE FOUNDATION PLAN AND 112 N.[WEDGE ALLI EMBEDMENT AS �E FILL CELL W/CONC. (2.500 PSI MIN.) 7 i!4' BASE WE (3P MIN. LAP OF VERT. REINFJ 0'-0' FIN. FLR. W/ 2-XIIB- WASHERS 0 21- O.C. ALL BRAND) AND ALL CORNERS 6 V-0- FIN. FLR. HEADER BLOCK 4' CONC. SLAB I..-'� -"- 4- CONC. SLAB (2600 FI RACE PSI, MIN.) W/FIBER m FINISH GRADE PSI, MIN.) W/FIBER I I I TYP. ALL REINFORCEMENT OR I REINFORCEMENT OR Ej 0 z8 W1.4XWI.4 OVER I Bxe WI AXWIA OVER I I-N+ FRAME DETAILS B MIL. VISOUEEN VAPOR I I I ll a MIL VISOUEETI VAPOR + BARRIER OVER I BARRIER OVER all N CLEAN COMPACTED l _ EaI I CLEAN COMPACTED E0 4 Z FILLANO TERMITE §Z FILL AND TERMITE TREATED. TREATED. �. 8-CONC. BLOCK STEM Ig• B• CONC. BLOCK STEM 16. WALL OVER 8-x18' CONT. WALL OVER "B' CONT. CON.. FOOTING W/ 2 86 CONC.FOOTIFOOT W/2 05 RE -BARS ON CHAIRS (WEDGE ALL] RE -BARS ON IRS CONT. CONT. ANCHOR BOLT One Story Typ. Wall Section One Story Typ. Wall Section EMBEDMENT w w _ DEPTHS (U.N.O.) 2 SCALE 3R'�1'-0' SCALE&4%4' 1/2"51, _ 5/8" 6" W W 3/4" 8" Y J OR (SEE FOUNDATION PLAN) 7/8„ 12" FINISH PER ELEVATION = Q 12- W.B. OVER ALFOIL INSULATION APPLIED Lr 12'W.B. OVER 2x4 U W OVER 1 X P.T. VERTICAL I FURRING 24' O.C. STUDS T 1 N O.C. 2x P.T. SOLE PLATE A/ B. PLANS REVIEWED FINISH PER ELEVATION R-11 GATT INSULATION W1MI .WEDGEALL]NT Wl MIN. S' EMBEDMENT W, 2•XLLCORNERS 21-0... CITY ®F SANFORD WALL 8' C.M.U. AND ALL CORNERS a' CONC. SLAB (2500 P CONC. SLAB (2500 SLOPE 1M' PSI, MIN.)W/FIBER FINISH FLOOR PSI, MIN.)W/FIBER P FOOT SECTION REINFORCEMENT OR REINFORCEMENT OR h ez8W1 A%VJiAOVER •• Bx8 W1 AXWI A OVER rEXPJOIffr B MIL. VISOUEEN VAPOR FINISH GRADE S MIL. VISOUEEN VAPOR BARRIER OVER 14Fj BARRIER OVER PATIO SLAB AS PER PLAN CLEAN COMPACTED CLEAN COMPACTED FILL AND TERMITE FILL AND TERMITE '? D100 TREATED. TREATED. C FOUNDATION CLEAN COMPACTED FRl 1.4 MONOLITHIC CONC. (2600 P.S.I.) CLEAN COMPACTED FILL A. RODS FOUNDATION CONTAND TERMITE TREAT- FOUNDATION .IRS) 06 RODS AND TERMITE TREATED Scale 1 /8' = 1'-0" ENGINEER. EXTERIOR MASONRY WALL (ONE STORY) EXTERIOR FRAME WALL (ONE STORY) PDE a C MICHAEL THOMPSON PE FL. LICENSE # 47509 r PO BOX 580937 ORL \ FL 32858 407 07 49 497 0566 1/4/2007 4:36:55 PM 4 poor PrTCH "-w MtTAI. WIF CDCyt ALUM.,HA=H/_ttDA9 Op P.T. 1'AI'IA O V 12 2X h:AD- PA54A a4UM.,HApDI•Ct DAP OP P-'- wmT 4ptl.IrLAnAlS Op vtUnthS tf Wh1.4-5PRAYtD FOAM AT-,Z. NHuunOJ AlW,. 4HAQOL lOp 2%LWILe12 "U011-ALu M. 6orrT FS FASCIA AND SOFFIT DETAIL RC GABLE END TRUSS ON FRAME WALL Fea snao...m RI w f 4" at•H.c MAX HT OF TRUSS MEM 4A 2X4 N25PF 8' A 2X4 025PF 10' B (2)ZX4 02SPF 101 A 2X6 N2SPF 15' B (2)2X6 92SPF BRACE TRUSS TRU55 �J BRACE BRACE DETAIL DETAIL A B RF RE RE RI RO ,��>• na MAX HT OF TRUSS MEM - AX.4'P�.:!sA!PUP OF ..Aa c. 4 TRUSS MEM TRUSS 4' A 2X402SPF '• >`•- xynr!0.^Nre 8' A 2X4 02SPF 4' A 2X44'25PF !'N' 1C' B (2)2%4 02SPF 8' A 2%4 RSPF „y 10' A 2X6 N25PF 19 B (2)2X402SPF as 15' B (2)2X6 N2SPF 10' A 2%6 I2SPF BRACE 15' B (2)2X6 N2SPF TRUSS � TCT?A A4.�`P�aM.:.F BRACE ..a_ TRUSSg ��I TRUSS J � TRU55 ((J rrs BRACE BRACE �i •*sv�a ® DETAIL DETAIL BRACE BRACE A B DETAIL DETAIL A B s GABLE END ON CONCRETE WALL RB GABLE END ON CONCRETE WALL 3/16 CONC. SCR CMU WALL w11-114" (MIN) EMBEDMENT __77 & HEADER G #8 SCREW(S) 2x8 #2PT BLOCK & SHIM AS NEEDED rBLOCK& SHEATH AS NEEDED (2) 3116 CONC. SCR. w/ 1-1/4" (MIN) EMBEDMENT 3/4" PT BUCK wl WINDOW FASTENED PER MANUFACTURERS SPECIFICATIONS FOR DOUBLE WINDOW, FASTEN MULL TO 2x8#2PT HEADER PER MANUFACTURERS SPECIFICATION 74" MAX ROUGH OPENING IN CB WALL a HALF-ROUND ARCH FRAMING DETAIL 3116 CONC. SCR. CMU WALL wl 1-1/4" (MIN) EMBEDMENT & HEADER G #8 SCREW(S) / 2x8 #2PT � BLOCK & SHIM AS NEEDED BLOCK & SHEATH AS NEEDED (2) 3/16 CONIC SCR wl 1-1/4" (MIN) EMBEDMENT 3/4" PT BUCK w/ WINDOW FASTENED PER MANUFACTURERS SPECIFICATIONS FOR DOUBLE WINDOW, FASTEN MULL TO 2x8 #2PT HEADER PER MANUFACTURERS SPECIFICATION. 74" MAX ROUGH OPENING IN CB WALL WYD ELLYPTICAL ARCH FRAMING DETAIL v-Rvi1,w•A s*tnma a eALMN. a CRIPPLE WALL ON TRUSS FOR DOUBLE WINDOW. FASTEN MULLTO HEADER PER MANUFACTURERS SPECIFICATION. 74" MAX ROUGH OPENING WYC HALF -ROUND ARCH FRAMING DETAIL FRAME WALL STRUCTURE en —... I — NA 112 SPF STUD OR RFTTFR MANTLE PRE-FAB FI 16' NON CO MATERIAL I CONIC SLA- FB FIRE BOX DETAIL SPARK ARRESTOR SHEATHING FRAMING TYPICAL OF FRAME IVALL SECTION i R25Pf lrocC _I 9 FIREBLOCKI REQUIRED RM INTERIOR CHIMNEY NO 5 BAR IN LINTEL BOND BEAI llY COVER NO 5 E inimum) BOND O 5 BAR IN LLED CELL STANDAR HOOK W ° 0.5 BARS) INWALL 25" LAPOOTING (minimum)"COVER minimuml N'0 5 BAR(S) FOOTING PRE-FAB FLUE ROOF TRUSSES CRICKET - (I EACH CORNER) IF DOWNROD IS OMITTED IN SLAB, ROD MAY BE INSTALLED BY DRILLING 6' DEEP HOLE IN SLAB & SETTING ROD WIEPDXY WA DOWNPOUR DETAIL BOND BEAM ELEVATION CHANGE B' BLOCK WALL FILLED NO.5 BAR LAPPED CELL TO FTG & LINTEL NO5CORNER BAR ALL LAPS 30' (minanum) BLOCK CORNER DETAIL ly N25P 1 116v11't TAPcoNlo•oc OR o OST . 1 2m AILTOC �A) WINDOWAND/OR ENTRY DOOR BUCK IN CB WALLS WRYr ST IR9.FC isxa*we A rR O FRAME TO BLOCK WS WALLDETAIL ° 2xB Y2SP PT AB or EXPANSION BOLT 7 (maximum) OC wl 2' WASHER OGARAGE DOOR BUCK MASONRY &OG[IN,3 B CCMAY IN FIRST 2 FRAMING SPA ES RAFTERITRUS$ AT EACH END SHEATHING BUUANG RE ROOF SHEATHING LAYOUT AND ENDMa ROOF BRACING BUILDING v6DTH F21 TRUSS BRACING BRACING TO BE INSTALLED ON TOP OF THE BOTTOM CORD OF THE TRUSS (2) 10U com (mm�lnum) REQUIRED AT EACH INTERSECTION TM TRUSS COODS REQUIRED FOR LAP SPUCEImnim WR�E FNR lau55 RD GABLE END DIAGONAL BRACING U � C 3 cD Q � } O O U L I� W v LU W Ec� L o0 Al Z VJ CO U)w OU �w ``/^� •v^J,'> - O O0 WD N (zLd D Oc W U O okc fl-LLNN@�' O` : V O C_Z O� M (D �a V C (` r- 7C =LO M 0 0 OU U) US w Z CD w 0 w O LL } H- W D_ a J Q U J Revisions U, z No. Desc. Date w 0 (n w W IS REVIEWE OF SANFORIle W Q o Z z cp L7 w ,�? z_H=-o�,, 2 U cc N ak (%) w N Cl) v CIOzLi;c=L CM C_» w UT)DETAILS _ C ) z C!) ooM Q D101 Q z ,C.) L= C.gC w dS LU �c = Scale 1 /8" = 1'-0" d 9/19/2006 7 22.36 PM a NOT LESS THAN 31T NOT LESS THAN 3A, FT__ NOR MORE THWI W' ,NOR MORE THAN I' NFROA Q, .7 MIN. 21R'MA11 MN I T T MIM'r ON CLG , ON W/Ll5 &I—AW 3 RbW 2 RIJW 1 RM 2A RM A RM IA - f.bk 3 Fastener Lengths for Gyp— Panel P-d-, Applic.d.n 10 W'md Fuming' Gypsum Minimum Mimmum Minimum Pvxl Product Vail So— Staple` Thickno6a' 1-60 lenblh 1—gib o. (mm) ia (tnml in, Imml n (mm) :A(6.4) ' h (9.5) 14. tJ2) 1 (251 1 (is) 'h(12:7) I1/x (35) i'h (26j 1'h (28) ",(:2 h (15.91 1'9(39) 1'/. 132) 1'/4 fJ?) " Wane Rm n'aislvw:c it rN.ism roJ for gvpn Te f pw7 rodasa- Icmq lac. of she .- or larger length, shah: d,-.cr, and head hranng arte ax thu. &—1 1 -he rrc.mled ikvgn shall be .—i s for other tNicLncuea far multi-isvcr MVI—n—, or f apph. er ngid foam ineoWion f.,o a dull be of wnk Im, h m penetrate linming nd Ic.. thin 4. in (19 mm) for roils. 11. in. (13 nmo fcv screws. and 14 m. (15 rmn) for auPka. c Smplc ahwhmml is restricted to bye Iayas ormwti L yer sys- " only. lS.x Section 4.8A.) '+ F applicn i--irtine soli] ...f— or in mold -lays epplicatimu. £same, dull have a IT., or cmcave b-1. a dm- mand mPdl122 nL anmd III- I -A n. u?a: w m.) P :nttut u..... a (hanih'. Ims members. 5b S�.& roil, 1.11 be used - me pmmcln of the xyP- sum Peocl pm f- 5.7 Where xrew+ arc uwd. th, eh.11 be Vent ivx m�.c e man 12 in.(305 mmju.c. fraiIm and I6in.(406 mm l,.. Rv xallr when the framicg mcmncrn arc Ib in. (N16 mm) wc. `;ncvx snnll M 1pxccJ mt mwc II Wn 12 in (305 -.1 oe. for Wh ccilmps and ..cells wterc Gaming memb— — ?4 in LSTA12 w/10-IOd AT APPROXIMATELY 30" AND 60" FROM BASE wT WS Y/5 wo PRECAST LINTEL TRUSSES BEAR ON PRECAST LINTEL ONLY ME 3A" WINDO'A' DETAIL v VERTICAL SCAB 2x6 #2SPF 18' OC (3) 10d corn w/(d) 10d TOP & TOENAIL EACH RAFTER BOTTOM or H5 RIDGE or HCLR/LL COLLAR TIE IN PLACE OF EVERY 3rd RAFTER (d) IOd RAFTER iij 1 11 11 11 11 11 11 TRUSSE.. 2 x 6 #2SPF RAFTERS 2 x 8 #2SPF RIDGE SHEATHING (OPTIONAL) BEVEL CUTS (OPTIONAL) (3) 10d com RAFTER TO 2xd NAILER 2 x A #2SPF NAILER SPAN 3 TRUSSES (min) {2) 16d TRUSS (existing) RJ CONVENTIONAL VALLEY ASSEMBLY ROOF STRUCTURE DBL TOP PLATE, 48" rtdn SPLICE LAP Nw 12-1 Od com FULL STUDS SPH4. SPH6. SPH8 OR 2-H4 AT TOP & BOTTOM EACH STUD 2x4 OR 92 SPF 16" OC (2x6 OR 2x8 ACCEPTED) REQUIRED AT WT EXTERIOR WALL SILL PLATE, 02PT MAX SPAN i HDR SFULL A a c 6'0• 1 2 1 LSTA18 w/ 14-10d com 1 SPH4 w/ 12-10d e. SPH4 W 12-10d e. 2 3 2 LSTA18 w/ 14-10d com 5 SPI44 w/ 12-10d .. 2 SPH4 w/ 12-10d e. 170' 2 3 2 LSTA18 w/ 14-10d com 5 SPH4 w/ 12-10d e. 3 SPH4 w/ 12-10d ee 13'0' 1. 16'0' 2 3 2 LSTA18 w/ 14-10d com 5 SPH4 w/ 12-10d ee 3 SPH4 w/ 12-10d e. o c [WEDGE ALL] FASTEN SILL PLATE: HEADERS IN BEARING WALL ANCHOR BOLT CONC: 21' OC [EXTERIOR] ALTERNATE To 2-zztz EMBEDMENT 24- OC PNTERIORJ OPENING HEADER SIZE DEPTHS (U.N.O.) W/ 1/2• [WEDGE ALLI UP TO 4' 2-2x6 AB or 5/8' RED HDS UP TO B 2-2x10 112' 5' FRAME: 16d 6' OC LIP TO 10' 2-2X12 5/8• 8' UP TO 16' 2-it 3/4- X 3/4• 8' 16' Lot 7/8' 12' VVM BEARING WALL DETAIL WALL PERPENDICULAR TO ROOF STRUCTURE WALL PARALLEL TO ROOF STRUCTURE ROOF STRUCTURE SINGLE IUP PLATE ROOF STRUCTURE 2,4 (2) 10d on 48' OC FULL STUDS (1) 16d con I1 SPF 24' OC NON BR' WALL SILL PLATE FASTEN SILL PULE AT 48. OC W/ 5/8• RED HEAD or 3" SO CUT NAIL 32. OC FASTEN TOP PLATE TO TRUSSES At 48' OC IN/ 1-H2.5 W/ 10-8d WO NON —BEARING WALL DETAIL SHEATHING CONNECT TRUSSES OR RAFTERS WITH LTS12 w/10-10d TRUSS OR RAFTER LT511 NAIL SOLE PLATE TO TRUSSES W/10-10d; WITH (2) 16d PER TRUSS. A OC, MIN RL DORMER DETAIL SPARK ARRLSIOR 'A LATHIN(- lV END TRUSS ANCHOR TO TOP CHORD OF iRUSS. EACH SIDE OF CHIMNEY WITH HUGHES IRT14 / 10-16d c SEMCO IRTPGA819 ./ 10-16d con. SIMPSON IST12 ./ 10-16d con FRAMING TYPICAL OF FRAME WALL SECTION t + a 11SPF 16. OC (oar) I� CND TRUSS F111.RNG GABLE END CHIMNEY EOU MxIN6 REOUIRCO SPARK ARRESTOR PRE-rAS FLUE SHEATHING WT ROOF TRUSSES FRAMING TYPICAL CRIC7 %/ FRAME WALL SECTITI ON t . a It$Pf 16' OC (naj WM FIREBLOCKING RLOUIRED II EXTERIOR CHIMNEY G SHEATHING: 1/2" CDX PLYWOOD OR 7/16" OSB NAILING SCHEDULE: 8d COM. 6" OC GABLE ENDS d" OC G ROOF SHEATHING FLOOR SHEATHING SHEATHING: 1/2" CDX PLYWOOD OR 7/16" OSB OR 1/2' 1-111 NAILING SCHEDULE: 8d COM. 6' OC ON EDGE 12" OC INTERIOR WT WALL SHEATHING (& GABLE END SHEATHING) PLANS REVIEWE CITY OF SANFOR U C CD 0 N Y 0 X (D nED CD 'COC) p 0) ED O CO 04 U �F- aN to U O C'O (p E v r— r-- 0) 2�cnCD vv� novisions No. I Desc. I Date 3 S-2 1/3/07 COMPIANCE �(WM DETAIL) fn LU 2 O w LU Y J Q � Q 2 O U W V) m DETAI LS D102 Scale 1/8" = 1'-0" ENGINEER. PDE & C MICHAEL THOMPSON PE FL. LICENSE # 47509 PO BOX 580937 ORLANDO FL 32858 407 497 0566 1/4/2007 4:36.57 PM FRAME WALL 1' RECESS IN SLAB I I 1 1 14' FIN. FLR, 4• CONC. SLAB (2500 SLOPE TO RNJ PSL MIN) W/ FIBER �— REINFORCEMENT OR _ Sx8 W1 AXW1.4 W.W.M. OVER 8 ML. VIS. VAPOR BARRIER OVER 9 CLEAN COMPACTED FILL AND TERMITE NO BRG. FTR REQUIRED TREATED, UNDER GARAGE DOOR OPENING CLEAN COMPACTED FILL AND TERMITE TREATED 0GARAGE DOOR RECESSED SILL 5 W f M`1'1' 3A'RECESS ® SLIDING PER MFG. SPECS. GLASS DR. 31A7' BASE ALUMINUM THRESHOLD 1 4• CONIC. SLAB (2500 PSI, MIN.) W/ FIBER REINFORCEMENTOR IN Bxe WI AXW I A W.W.M. SILL FORMED OVER 6 ML. VIS. VAPOR ON SITE CLEANER OVER SUDING GLASS DR. _ _ CLEAN COMPACTED — — SLOPE 1/4' @ FILL AND TERMITE 1 ' PER FCOT TREATED. EXP JOINT OEXTERIOR DOOR SILL SINE 74'� I'T - 12' W.B.OVER 2x STUDS 18' R.c, SEE DETAIL WM 2x P.T. SOLE PLATE W/ 125c8• [WEDGE ALLI A.B. W/ 5' MIN. EMBED. W/ 2•x1/8' WASHERS @ 24" O,C. AND ALL CORNERS (31 �6 DIA RODS CONT. V=RS. L RODS CONE. ON CFWR5 (2 STORY) (1 3TOR1n2 STORY FOOTER -� THICKENED SLAB (LOAD BEARING) SWE IP:1'T 1.415 x 2'-0' OVER ONS' CHASE IN — — — CONIC. BLOCK STEM WALL. GROUT SOLID AROUND PIPE - CONT. CONC. FOOTING SEE FOUNDATION PLAN FOR FOOTER TYPE • GROUT SOLID ' AROUND PIPE CONi. CONC, FOOTING • SEE FOUNDATION PLAN FOR FOOTER TYPE 1 1 UTILITY CHASE THROUGH FTG. IDLEIpI'4 STORYFOOTER O3 SUNKEN SHOWER DETAIL fWLEl7=1'4 2 x 4 P.T. BLOCKING e /e W.F.M. e• 06 REBAR MIN. 1/2• W.B. OVER MIN R-11 INSULATION APPLIED 6 �-EL�) 1O.C. TYP. ALL ANDALLCORNERS FRAME PSI MN.) W/C. S�FIBERO DETAILS e6V10aXWt A W.W.M.WENT W--- - .. •II OVER a ML. VIS. VAPOR BARRIER OVER CLEAN COMPACTED FILL AND TERMITE TREATED. CLEAN COMPACTED FILL ' AND TERMITE TREATED 18' 1 EXTERIOR FRAME WALL (ONE STORY) %ME M': 1'4' 12• W.B. OVER MIN R-11 INSULATION APPLIED 1(I W.B. OVER 2x P.T. SOLE PLATE W/ 2x STUDS 18' a.c. 12k8' (WEDGE ALLI A.B. W/S MIN. EMBED. 2x P.T, SOLE PLATE W/ W/ 2-x1/8• WASHERS 021O.C. 12ke'[WEDGEALLIAB, AND ALL CORNERS W/ 5' MIN. EMBED. 4• CONC. SLAB (2500 W/Z^,c1/8'WASHERS a 24' O.C. PSI,MINJW/ FIBER AND ALL CORNERS REINFORCEMENT OR 8x6 W1.4XWIA W.W.M. ----- •• OVER 6 ML. VIS. VAPOR . (2) 96 DIA RODS CONTINUOUS BARRIER OVER •, • , ONCHAIRS CLEANCOMPACTED - FILL AND TERMITE TREATED. CLEAN COMPACTED FILL AND TERMITE TREATED OTHICKENED SLAB @ TRANSITION (LOAD BEARING) EXTERIOR FRAME WALL (TWO STORY) ICU M` IT 09 IDLE Ir:1'r R-11 BATT INSULATION 12• W.B. OVER 2x STUDS I6' c.c. m I ¢ FASTEN 2X PT S.P. 0 L 0NI'-0• FIN. FLR, 0 48- O.C. W/ 5/e' RED r. CO -- — y HEAD OR 3' SO. CUT NAIL C. SLAB (2500pSl, MIN.) W/ FIBER r.� •,�� @32'O.C. REINFORCEMENT OR • • �• exe W1 AXWIA W.WM. OVER sa T — • 8 Mil-. VISOUEEN VAPOR • " BARRIER OVER CLEAN COMPACTED FILL AND TERMITE n V TREATED. 8' L 8• 10, THICKENED SLAB @ TRANSITION SOLE 11`1'r LOAD BEARING TO 1200LBS MONOLITHIC EDGE 4' CONC. 1-M CONT. SLAB .I —11 e' SEE FOUNDATION PLAN AT COL. FOR PAD SPEC. OTHICKENED EDGE DETAIL 6 ISOLATED PAD DETAIL I E M`I'4' 8• (NON LOAD BEARING) —SEE FOLf ATION PLAN AT COLUMN LOCATION 6 A PAVERED PORCH DETAIL IMF II`-1'r 8'CONC. BLOCK STEM WALL OVER 8'x18' CONT. CONIC. FOOTING W/ 2 06 RE -BARS ON CHAIRS cow. DIME: FRAME WALL (ONE STORY) M` I'T —FINISH PER ELEVATION FINISH FL OR GRADE 61 MONOLITHIC FOUNDATION W/ (2) i5 DIA. RODS CONT. ON CHAIRS OR BLOCKS — FINISH PER ELEVATION — FINISH FL R GRADE MONOLITHIC FOUNDATION W/ (3) #5 DIA. RODS CONT. ON CHAIRS OR BLOCKS Zx P.T. SOLE PLATE W/ 12NIr (WEDGE ALLI AB. W/5' MIN. EMBED. W/ 2-x1 f8' WASHERS 0 21. O.0 AND ALL CORNERS FHA HEADER BLOCK H MAY VARY FINISHED GRADE 2x P.T. SOLE PLATE W/ 12Nw [WEDGE ALL] AB. W/ V MIN. EMBED. W/ 2-xl/e' WASHERS @ 21' O.C. MID ALL CORNERS FHAHEADER BLOCK OL 0'-0* FIN. FLR. Y4- CONC. SLAB (2600 —` - — — ` T PSI, MIN.) W/ FIBER r MAY VARY REINFORCEMENT OR I 6.6 WI AXWIA W.W.M. OVER II _ - 6 MIL. VISQUEEN VAPOR = 1 — BARRIER OVER II h Ih FINISHED CLEAN COMPACTED GRADE FILLANDTERMITE �Lj __ II Z TREATED. CONIC. BLOCK STEM WALL OVER e'x/8' CONT. W p, CONIC. FOOTING W/ 3 #6 RE -BARS ON CHAIRS CONT. 16 EXTERIOR FRAME WALL (TWO STORY) tULE M`- I'r 0'-0' FIN. FLR 4• CONIC. SLAB (25M - - PSI. MIN.) W/ FIBER 7 = REINFORCEMENTOR exe Wt AXWIAI W.. OVER — 6 MIL. VISQUEEN VAPOR BARRIER OVER CLEAN COMPACTED FILL AND TERMITE 7n TREATED. (I STORY) B' CONIC. BLOCK STEM WALL OVER 85A 6' CONT. GONG. FOOTING W/ 2 06 RE -BARS ON CMRS CONT. 13 STEM WALL PATIO DETAIL iCAE M`-I'r MAY VARY SEE ELEVATION FINISH GRADE (2 STORY) 8• CONC. BLOCK STEM WALL OVER 107Q0• CONT. CONIC. FOOTING W/ 3 S5 RE -BARS ON CFIAIRS CONT. 0'-U• FIN. FLR. 4' CONIC. SLAB (25M PSI, MIN.) W/ FIBER OR ex81 W10.4XWEf1AAEt4WT OR W.M. OVER I III- 6 MIL. VISOUEEN VAPOR BARRIER OVER CLEAN COMPACTED FILL AND TERMITE TREATED. 8' CONIC. BLOCK STEM 16' WALL OVER 8'xl B' CONT. CONIC. FOOTING W/ 2 #6 RE -BARS ON CHAIRS CONT. 1 } STEM WALL TRANSITION sMf_ M-=rr S REVIEWED OF SANFOR U C d (D0N C En Y 0 CO LD o C 0-'C C M Ep U O C)Lf) 04 U .V) �QLL CV p N CD U a) o o ch cfl E v c r` ti a3 =�2CnV- L Revisions INo.1 Desc. IDate 1 A-1 U3/07 COMPLIANC E (WALL SPEC-) 6 S-5 113l07 COMPLIANC E (A.B. SPEC AS WEDGE ALL BRAND) W W Q W J Y a Q � D 2 Q 0 0 W 03 (— FOOTERS D103 Scale 1/8" = 1'-O" ENGINEER. PDE 8 C MICHAEL THOMPSON PE FL. LICENSE # 47509 PO BOX 580937 ORLANDO FL 32858 407 497 0566 1/4/2007 4:36:58 PM HANGER SCHEDULE Truss labels are for quantity verification only. Framer to verify label/profile with engineering prior to erection. 1--:t.s1 Oto_�� I N NN...M,.M.. i-4AT=OR P.at MOLL 10 Pat B.CQL. 10 Pat TOTAL 40 Pat VW 9W 120 nl.Ph IB CUT OVERHANG HEIGHT =2x4 STD, ON = = 2x, TRUSS END DETAIL ALL SPACING IS 24" O.C. EXCEPT AS SHOWN DO NOT CUT OR ALTER TRUSSES WITHOUT I AUTHORIZATION FROM THIS OFFICE TN6 MRCE WM E NOWU 1" 10 DAYS OF SIFMOIT OF j ANY W01O11 OWO11XM NIOAR NSSW PROM i] NO BAOCOIARaS ILL E NOIOIED. WARNING IV V M: IT IS RE REFUMEWTY OF Of MI DN10 OE90ER OR NNMRECT TO PROM AN APPMIATE O N== FOR ROM 10 SLPPORIMG SWlO K PER REACM0 51011 ON NO 1301 C SPELYAL CORMINAIM Pat NECIANPAL EOIIPIENT AW/at MN (40 DM OUNN1C0"M MW SPACE NWT E OIAQtWa BY 1111M 01 A1PWM TRUSS LAW PM TO FA6NCAT10L P u MAIL N A 1A1® NNKTAO } NIK WrONSEM NN IY®U 7R 0!>Om N WIq FMN VMW Rf0®110'. ACOMKX 0O AIR � NN M 11MNT IO K W6MICR11 N9v1 NVOIM 00NM116 NtLN1N K MU U11M NN NN1N 6 WQB YOUR S IMAYM ILL ACNDMFD, 1) AIMMOTA11a1 TO PROaID 11N PABIMATIOL 2) WIMATI011 OF ALL WOMM MU11OLC MOl1OK am RIOL HM "MIT OVORNM ETC 3) TR M ILL E IYOE M SW AMOROMM WIN RE WAS LAMIT. 4) 1 PAW READ AND W DOWAID ALL 1WTES AND WNW= ON TN6 PACE AND A9OE TO E BAND BY DU NRE okx MMUE N TI= 99TM1 oAtE < rtla wuN w wN N ro a � a�or reran coal > I- SCHUMAKER HOMES I I- ❑AKVALE MODEL TRUSS INDEX COVER SHEET Job Identification = Builder = Location = County = 15598 SCHUMAKER HOMES SANFORD SEMINOLE C E PRESTIGE LUMBER & SUPPLIES A FULL SUPPLY OF BUIIAING AND PRE ENGINEERED WOOD PRODUCTS 5100 KORBIN AVE. PH: 321-633-9393 ROCKLEDGE FL 32956-1045 FAX 321-633-0392 IThis package containscontainsl Building Code: FBC-2004/SECTION 1609 117 truss drawings. I Wind Design: FBC-2004/TPI 1-02 ASCE 7-02 Truss Software Design:Alpine View Version 7.2 Name Address and License # of Structural Engineer of Record, If there is one, for the bldg. Name: BRYAN A. MOLYET License # 041509 Address: 2464 PRINCETON RD. City: DELAND State: FL With my embossed seal affixed to this sheet,) hereby certify that this serves as an index sheet in conformance with Rules 61G15-31.003 and 61g15-23.002(2) of the Florida Board of Professional Regulation. The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached.Refer to the individual truss drawings for the design loads applied. The suitability and use of each component for any particular building is the responsibilty of the building designer,per ANSI/TPI 1-2002 Sec.2 and ANSI/tpi/wtca 4 Section 2-4 Truss ID's A1G A2 A3 A4 A5 A6 A7 A8G B1 GE B2 C1 GE C2 PB1 EJ5 CJ3 CJ1 HJ5 \�OptL A. �` �P•.•�10ENSF•.•'Q� '� 23451 - Cc _ o., a; F' ./IJ .]ANi1A V -17. 9nn7 Special `Inspect' °,jl &'' 2325 ueson Star t , Merrit "I' I d,F1 . 295 1 7 aALPINE7 Note: Each individual truss design is valid only if printed on Alpine paper (Alpine title block with notes on the back)and ALPINE ENGINEERED PRODUCTS, INC. must contain a copy of the engineer's ink stamp signifying the review of each individual truss design drawing. POMPANO BEACH, FLORIDA JoD:(1559a) Vakvale Model / Al v Top chord 2x4 SP #2 Bot chord 2x6 SP #1 Dense Webs 2x4 SP #3 :W6, W25 2x4 SP #2: :Lt Wedge 2X6 SP #1 Dense::Rt Wedge 2X6 SP #1 Dense: 120 mph wind, 15.10 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere In roof, CAT II, EXP B, wind TC DL=.5.0 psf, wind BC DL=5.0 psf. All plates are 2X4 except as noted. Gable end supports 8" max rake overhang. See DWGS At2030EE0405 8 GBLLETIN0405 for more requirements. (A) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live bad. Deflection meets U360 live and U240 total load. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (2) 2X6X6-1-7 SP #1 Dense Bottom chord scabs centered 9-04 from left end. Attach one to each outer face of chord with (3) rows of 12d_Common_(0.148"x3.25",_min.)_nails Q 12" O.C., staggered 6". 122# 1 N2# 122# 122# 122# 122# 122# 122# 122# 122# 122# 122# 122# 12 122# 122# 122# 1 N2# N �EN + lV + + IV + NIV + N + NIV + N{ tV + NIV + N + fV I I}18'21}" 151} I}— f1} I+ 6-0"3 I} I++ I} +118'2"" 15 y ll N (N ONV �in ��b�N�bl � I Il'`•I�I�Ibl�l N�OI �I 4' ��N I � I 1 Itl I N T2 5X6 !T3 5X T2 T � W 1 3 4 W 2X3 3 4 1 3 C W1 7 2X3 X32X3 X4 2X3 W5 T1 5X6 ) 2 2X3 T1 2X3 ( 4X10 4 5X5 C 1 5X5(A1) X10 C17 X W C3 C7 6 3 W2 4X6(C1) 3X4 31X6 4X8 4X5(R) 3X42X3 B1 5X6 33-1 � 410 53"8 JHS4 10�� B2 3 61" 2X3 6 1" N-f- 42'6" N N N N N N N N N N N N N N �-~ 5 --f- 9# f 9# 89f 9 f e f 89# 89# fb 5' --I 213# 89# . 89# B9# 89 89# 89# 89# 89# Rv=2240# U=691# W=4" Rv=3498# U=993# W=4" Rv=2110# U=508# W=4" LEFT RAKE = 2713 RIGHT RAKE = 2713 LEFT JIG = 21710 RIGHT JIG = 21'310 TAG = T14 SEQ = 66947 PLT. TYP.-WAVE FBGTPI2002(STD)Cq/RT=1.00(1.25Y10(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.0930 PRESTIGE TWARNING FABRICATING, TRUSSES REQUIRE EXTREME CARE IN FABRICATG, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO Byrd, P.E. Y TC LL 20.0psf REF LUMBER 8 SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITU rE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, #23451 TC DL 10.0psf DATE 01-15-2007 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED oRwG RIGID CEILING. Special Inspector BC DL 10.Opsf -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE #1058 BC LL 0.0PSf LMG Jl- PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND O/A LEN. 420600 TRUSS DIVISION SS S TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. THE 2325 Jason Street TOT.LD. 40.0 Sf P DUR.FAC. 1.25 ® �.-. SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Phone: 321 ( ) 633-9393 RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI I-2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0" TYPE GABL FLORIDA BUILDING CODE -SECTION 1609. 32952 ro:(iot)VO) valaale moael i Az Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load 3X6( THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.10 ft mean hgt, ASCE 7-02, CLOSED bldg. not located within 6.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. (A) Continuous lateral bracing equally spaced on member. Deflection meets U360 live and U240 total bad. 182"15 - I - 6'0"3 — 18'2"15 _ I 6'4"11 --+— 5' 11 "2 5' 11 "2 --� 6'0"3 — 5' 11 "2 -- — 5' 11 "2 --+-- 6'4" 11 --� 8'8" 33'10" 8'8" -- �� 9'6"15 — 6'0"3 --1 9'6"15 42'6" Rv=297# U=180# W=4" Rv=2013# U=309# W=4" Rv=1487# U=237# W`-4" LEFT RAKE = 2'3"13 RIGHT RAKE = 2713 LEFT JIG = 21'3"10 RIGHT JIG = 21'3"10 TAG = T19 SEQ = 66904 PLT. TYP.-WAVE FBC/TP12002(STD)Cq/RT=1.00(1.25y10(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.1250 PRESTIGE ••WARNING•• - TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 70 Randal Byrd, P.E. TC ILL 20.0 Sf P REF LUMBER & SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 7PI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, #23451 TC DL 10.0PSf DATE 01-1 5-2007 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspector BC DL 10.0Psf DRWG LMG "IMPORTANT"#1058 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL 0.0PSf PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. T DIVISION ® ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS 2325 Jason Street 400 Sf TOT. LD. .P C/A LEN. 420600 DUR. FAC. 1.25 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Phone: 321 ( ) 633-9393 RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0" TYPE SPEC FLORIDA BUILDING CODE -SECTION 1609. 32952 )b:(15598) Uakyale Moael / H3 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load 3X5(, THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.10 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. (A) Continuous lateral bracing equally spaced on member. Deflection meets U360 live and U240 total bad. 18715 —l— 6'0"3 I_ 18715 — 6'4"11 --+— 5' 11 "2 —�~ 5' 11 "2 -- 6'0"3 --�I 5' 11 "2 5' 11 "2 --�-- 6-4" 11 8'8" — 33'10" �— 8-8" 9'6"15 — 6'0"3 --I 9,6"15 — — 8'8" — � Rv=302# U=180 W`4" Rv=2010# U=319# W=4" 42'6" Rv=1358# U=202# N (V LEFT RAKE = 2'3"13 LEFT JIG = 21'3"10 RIGHT JIG = 21710 TAG = T6 , SEQ = 66900 PLT. TYP.-WAVE FBC/TP12002(STD)Cq/RT=1.00(1.25y10(0) QTY= 10 TOTAL= 10 REV. 7.24.1230.16 SCALE=0.1250 PRESTIGE WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. TC LL 20.Opsf REF LUMBER 8 SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SURE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, #23451 TC DL 10.Opsf DATE 01-15-2007 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspector BC DL 10.0psf DRWG #1058 - LMG •9MPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.Opsf TRUSS DIVISION PROVISIONS OF NDS-97(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 2325 Jason Street TOT. LD. 40.0 Sf P O/A LEN. 420600 FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE DUR.FAC. 1.25 ® SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS Phone: (721 633-9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY DESIGNER, PER CHAPTER 2 ANSVTPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL " SPACING 24.0 TYPE SPEC FLOP BUILDING CODE SILDING 32952 )D:(T DnVO) UaKvale mooel / H4 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :81 2x4 SP #1 Dense: Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load 3X5( THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.10 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. (A) Continuous lateral bracing equally spaced on member. Deflection meets U360 live and U240 total bad. 187"15 — 6'0"3 1 18'2"15 - �— 6'4"11 --+-- 5' 11 "2 --+— 5' 11 "2 ----f— 6-0"3 — 5' 11 "2 --+— 5' 11 "2 --+~ 6-4"11 —� �— 8-2"13 34'3"3 — 8'8" - 9'6"15 - — 6'0"3 — 9,6"15- 8,8" — _ I Rv=736# U=180 W164" 42'6" Rv=1486# U=221# W- Rv=1447# U=237# W=5"11 LEFT RAKE = 2'3"13 LEFT JIG = 21'3"10 RIGHT JIG = 21'3"10 TAG = T7 SEQ = 66913 PLT. TYP.-WAVE FBC/rP12002(STD)Cq/RT=1.00(1.25y10(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.1250 PRESTIGE -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. #23451 TC LL 20.OpSf REF DATE 01-1 5-2007 LUMBER & SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0PSf RIGID HORNGHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R In spector nspector BC DL 10.OPSf DRWG #1al LMG "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.OPSf PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICA.N FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 40.0 420600 TRUSS DIVISION FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street TOT. LD. PS P O/A LEN. ® SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS DUR.FAC. 1.25 Phone: (321) 633-9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0" TYPE SPEC FLORIDA BUILDING CODE -SECTION 1609. 32952 )D:(1o5at$) UaKvale nnoael If Ha Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :81 2x4 SP #1 Dense: Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load 4X5( THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.10 ft mean hgt. ASCE 7-02. CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. (A) Continuous lateral bracing equally Spaced on member. Deflection meets U360 live and U240 total bad. 18715 6'0"3 + 18715 �— 6'3"3 --� 6'0"10 --�— 5'11"2 —•+— 6'0"3 --+-- 5'11"2 —•+- 5'11"2 -- — 6'4"11 �— 6-2"13 36'3"3 �— 8'8" •�� 9-6"15 — — 6'0"3 �� 9'6"15 +� 8'8" —� �N 42'6" — -I Rv=1733# U=280# =4" Rv=1734# U=262# W14" Rv=203# U=180# W=5"11 LEFT RAKE = 2713 LEFT JIG = 21'3"10 RIGHT JIG = 21710 TAG = T8 SEQ = 66934 PLT. TYP.-WAVE FBcrrP12002(STD)Cq/RT=1.00(1.25y10(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.1250 PRESTIGE -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. TC LL 20.0 sf P REF LUMBER 8 SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, #23451 TC DL 10.0PSf DATE 01-1 5-2007 ' TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspector BC DL 10.0PSf #1058 DRWG LMG "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.OPSf PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T DIVISION TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER 2325 Jason Street TOT.LD. 40.OPSf O/A LEN. 420600 ® CONNECTORS DRAWINGS 160 A-Z. THE DUR.FAC. 1.25 SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR PARTICULAR Phone: (321 63?-9393 ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0" TYPE SPEC FLORIDA BUILDING CODE -SECTION 1609. - 32952 )D:(i oDats) UaKvale Model / A6 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load 4X6( THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.10 ft mean hgt, ASCE 7-02. CLOSED bldg, not located within 6.50 ft from roof edge, CAT 11. EXP B, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. (A) Continuous lateral bracing equally spaced on member. Deflection meets U360 live and U240 total load. 18'2"15 -1- 6'0"3 — 18715 - 6'4"11 --+f 5' 11 "2 - 5' 11 "2 --� - 6'0"3 --- - 5' 11 "2 - + - 5' 11 "2 --4~ 6-4"11 --� 42'6" 8'8" — -- 9'6"15 — 6'0"3 --1� 9'6"15 1 8,8" -- w Rv=1906# 11_1=301 42 6 =4" Rv=1763# U=266# W14" LEFT RAKE = 2'313 LEFT JIG = 21'3"10 RIGHT JIG = 21710 TAG = T10 SEQ = 66925 PLT. TYP.-WAVE FBC/rP12002(STD)Cq/RT=1.00(1.25Y10(0) QTY= 3 TOTAL=.3 REV. 7.24.1230.16 SCALE=0.1250 PRESTIGE '•WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. TIC ILL 20.0 sf P REF LUMBER & SUPPLIES HI13-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SURE 200. MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, #23451 TIC DL 10.0psf DATE 01-15-2007 RIGID HOOD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R Special Inspector BC DL 10.Opsf '•IMPORTANT" #1058 DRWG LMG FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC ILL O.OpSf TRUSS DIVISION PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICA.N FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH TOT.LD. 40.0 sf p O/A LEN. 420600 ® FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street DUR. FAC. 1.25 SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR Phone: (321) 633-9393 BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI 1-2002. THIS DESIGN CONFORMS. WITH THE 2004 Merrit Island, FL SPACING 24.0" TYPE SPEC FLORIDA BUILDING CODE -SECTION 1609: 32952 )D:(i nDyo) VaKVale Model / A/ Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load 4X6( THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.10 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 6.50 ft from roof edge, CAT 11, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. (A) Continuous lateral bracing equally spaced on member. Deflection meets U360 live and U240 total bad. j= 18'2"15 -1- 6'0"3 18'2"15 �— 6'4"11 5' 11 "2 --�-- 5' 11 "2 -- 6'0"3 5' 11 "2 - 5' 11 "2 ---j— 6-4"11 42'6" �-- 8'8" 1 9,6"15 — 6,0„3 — 9,6"15 — —� 8,8" —� 42,6„ Rv=1903# U=300# W=4" Rv=1893# U=300# W�4"� LEFT RAKE = 2'3"13 LEFT JIG = 21'3"10 TAG = T9 PLT. TYP.-WAVE PRESTIGE LUMBER & SUPPLIES TRUSS DIVISION Phone: (321) 633-9393 1.00(1.26y10(0) QTY= 1 TOTAL= 1 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIa-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, - TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 FLORIDA BUILDING CODE - SECTION 1609. Randal Byrd, P.E. #23451 Special Inspector #1058 2325 Jason Street Merrit Island, FL 32952 REV. 7.24.1230.16 TC LL 20.0psf TC DL 10.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 40.Opsf DUR.FAC. 1.25 SPACING 24.0" RIGHT RAKE = 2'3"13 RIGHT JIG = 21'3"10 SEQ = 66929 SCALE=0.1250 REF DATE 01-15-2007 LMG O/A LEN. 420600 TYPE SPEC JOD:(`1DOVO) VaKvale Mooel i Hou THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x6 SP #1 Dense Webs 2x4 SP #3 :W6, W25 2x4 SP #2: :Lt Wedge 2X6 SP #1 Dense::Rt Wedge 2X6 SP #1 Dense: 120 mph wind, 15.10 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. All plates are 2X4 except as noted. Gable end supports 8' max rake overhang. See DINGS A12030EE0405 8 GBLLETIN0405 for more requirements. (A) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total bad. T 1 122# N �2(2V# N }�+I2N2# N}�+I2N2# N 22#122V# a22V # N 22# NJ2"2# �z2t22}Vz2}N1 2N2#2�+22 z 6 0 3 182"1�18'2+ N I IL �lyr- LLll b I`��11IbT" �1f�IWT14 �11 2X3 rW71'� �l T2 X4 W 1 12 W4 2 3 5X8 5 5X6 7 � 2X322 X3 C 0 2X3CC4 T2 W4 3X6 1 1 4 2O5 T T1 2X( X3 4X5(C 4X10 Al I 4X6( 4X54X6 C1)1) 2 W 4X � 5 C7 C 2 3 I N 42'6" _ I Cl) 10 1 N I N L lNlNlNlNlN NlN lNlNlN1NlNlN J f 5� _ 1 1+ 1 1 f 1 "1 1 1 1 1 89# 89# 89# 89# 89 89# 69# 89# 13 213# 69# 89# 89# 89 69# 89# 89# 89 Rv=3924# U=1144# W=4" Rv=3924# U=1144# W=4" SPECIAL LOADS --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 63 PLF at -2.00 to 63 PLF at 44.50 BC - From 5 PLF at -2.00 to 5 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF at 42.50 BC - From 5 PLF at 42.50 to 5 PLF at 44.50 PLT- 122 LB Conc. Load at (5.06,13.27) PLT- 122 LB Conc. Load at (7.06,14.43) PLT- 122 LB Conc. Load at (9.06,15.60) PLT- 122 LB Conc. Load at (11.06,16.77) PLT- 122 LB Conc. Load at (13.06,17.93) PLT- 122 LB Conc. Load at (15.06,19.10) PLT- 122 LB Conc. Load at (17.06,20.27) PLT- 122 LB Conc. Load at (19.06,20.96) PLT- 122 LB Conc. Load at (21.06,20.96) PLT- 122 LB Conc. Load at (21.44,20.96) PLT- 122 LB Conc. Load at (23.44,20.96) PLT- 122 LB Conc. Load at (25.44,20.27) PLT- 122 LB Conc. Load at (27.44,19.10) PLT- 122 LB Conc. Load at (29.44,17.93) PLT- 122 LB Conc. Load at (31.44,16.77) PLT- 122 LB Conc. Load at (33.44.15.60) PLT- 122 LB Conc. Load at (35.44,14.43) PLT- 122 LB Conc. Load at (37.44,13.27) PLB- 213 LB Conc. Load at (5.00,10.04) PLB- 89 LB Conc. Load at (7.06,10.04) PLB- 89 LB Conc. Load at(9.06,10.04) PLB- 89 LB Conc. Load at (11.06,10.04) PLB- 89 LB Conc. Load at (13.06,10.04) PLB- 89 LB Conc. Load at (15.06.10.04) PLB- 89 LB Conc. Load at (17.06,10.04) PLB- 89 LB Conc. Load at (19.06,10.04) PLB- 89 LB Conc. Load at (21.06,10.04) PLB- 89 LB Conc. Load at (21.44,10.04) PLB- 89 LB Conc. Load at (23.44,10.04) PLB- 89 LB Conc. Load at (25.44,10.04) PLB- 89 LB Conc. Load at (27.44,10.04) PLB- 89 LB Conc. Load at (29.44,10.04) PLB- 89 LB Conc. Load at (31.44.10.04) PLB- 89 LB Conc. Load at (33.44,10.04) PLB- 89 LB Conc. Load at (35.44,10,04) PLB- 213 LB Conc. Load at (37.50,10.04) -010, LEFT RAKE = 2'3"13 RIGHT RAKE = 2'313 LEFT JIG = 21'3"10 RIGHT JIG = 21'310 TAG = T5 SEQ = 66876 PLT. TYP.-WAVE FBC/TP12002(STD)Cq/RT=1o0(1.25y10(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.0734 "WARNING" Randal Byrd, P.E. TC LL 20.Opsf REF PRESTIGE TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO #23451 DATE 01-15-2007 LUMBER 8 SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0psf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspector 10.0psf #1058 BC DL DRWG LM G "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.Or'1I+S O/A LEN. 420600 T DIVISION PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 2325 Jason Street TOT.LD. 40.OIJSf FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE DUR.FAC. 1.25 ® SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS Phone: (321) 633-9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSI/TPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL FLORIDA BUILDING CODE -SECTION 1609. 32952 SPACING 24.0" TYPE GABL Jou:t I ooa0 UaKvale moael i tsi ut Top chord 2x4 SP #2 Sot chord 2x4 SP #2 Webs 2x4 SP #3 Gable end supports 8" max rake overhang. (A) Continuous lateral bracing equally spaced on member. Deflection meets U360 live and U240 total load. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. All plates are 2X3 except as noted. See DWGS A12015EE0405 & GBLLETIN0405 for more requirements. Bottom chord checked for 10.00 psf non -concurrent live bad. L� 13'6" + 1 T6" _J1 f 2-+2- 2-+2-+2-+2-+2--4-2--�Fi 7�+2--�-2- �1 R,XR(R1 27' IN�� I 2'�2'�2' � 2'�2'+2'+2' -1 II'r-+2'+2'�2, � I 2' + 27' Rv=1258# U=719# W=4" Rv=1258# U=719# W1-4' LEFT RAKE = 2'3"13 RIGHT RAKE = 2713 LEFT JIG = 15'912 RIGHT JIG = 15'9"12 TAG = T3 SEQ = 66858 PLT. TYP.-WAVE FBC/TPI2002(STD)Cq/RT=1o0(1.25y10(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.1875 PRESTIGE -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. #23451 TC LL 20.Opsf REF DATE 01-15-2007 LUMBER & SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D-ONOFRIO DR., SUITE 200. MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0psf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - Special Inspector BC DL 10.Opsf DRWG #1058 LMG "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND BC LL O.Opsf O/A LEN. 27 TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH TO40.0 Sf T. LD. P TRUSSDIVISION FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE 2325 Jason Street ® SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS DUR.FAC. 1.25 Phone: (321) 633-9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSUTPI 1-2002, THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL GABL FLORIDA BUILDING CODE - SECTION 1609. 32952 SPACING -24.0" TYPE JOD: 1=16f UaKvale moael i t3z Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Deflection meets U360 live and U240 total load. 2, Rv=1258# U=197# W=4" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live bad. 13'6" 13'6" 6'11"13 �i. 6'6"3 -- + — 6'6"3 6'11"13 9'1"14 AYA 27' 8'8"5 27' 9'1"14 Rv=1258# U=197# W 4- LEFT RAKE = 2'3"13 RIGHT RAKE = 2'3"13 LEFT JIG = 15'912 RIGHT JIG = 15'9"12 TAG = T4 SEQ = 66854 PLT. TYP.-WAVE FBC7TP12002(STD)Cq/RT=1.00t1.25y10(0) QTY= 4 TOTAL= 4 REV. 7.24.1230.16 SCALE=0.1875 PRESTIGE "WARNING -TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. TC LL 20.0 sf p REF LUMBER 8 SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D ONOFRIO DR., SURE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, #23451 TC DL 10.0pSf DATE 01-1 5-2007 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - .Special Inspector BC DL 10.0psf -IMPORTANT- #1058 DRWG LM G FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.Opsf TRUSSDIVISION PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH TOT.LD. pS O/A LEN. 27 FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street DUR.FAC. 1.25 ® SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OF THIS Phone: (321 633-8393 USE COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSUTPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0" TYPE COMN FLORIDA BUILDING CODE -SECTION 1609. 32952 )D:(i bb9u) UaKVale MOOei / 1.11it THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, Bot chord 2x4 SP #2 Webs 2x4 SP #3 wind BC DL=5.0 psf. Truss spaced at 24.0' OC designed to support 3-0-0 top chord outlookers. Cladding load shall not exceed 0.00 PSF. Top All plates are 2X3 except as noted. chord must not be cut or notched. See DWGS Al2015EE0405 8 GBLLETIN0405 for more requirements. Deflection meets U360 live and U240 total load. Bottom chord checked for 10.00 psf non -concurrent live bad f 10'8" I+ 1018.1 -� �-- 2'8" --+~ 2' -+— 2' —�— 2, -+-- 2, 2, -+- 2, - - 2, ---1~ 2, --+— 2,8" --{ AYA N 90 21'4" �--- 2 8 �� 2 -+- 2 -+ 2 +— 2 --�— 2' -+- 2' --+ 2' --+- 2' �� 2'8" --� r 21'4" wl Rv=96plf U=100plf W=21'4"2, LEFT RAKE = 2'3"13 RIGHT RAKE = 2713 LEFT JIG = 12'6"6 RIGHT JIG = 12'6"6 TAG = T1 SEQ = 66951 PLT. TYP.-WAVE FBC/TPI2002(STO)Cq/RT=1.00(1.25y10(0) QTY= 2 TOTAL= 2 REV. 7.24.1230.16 SCALE=0.2500 PRESTIGE PRESTIGE -WARNING- TRUSSES EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.O REFER TO Byrd, P.E. TC LL 20.0 Sf P REF LUMBER &SUPPLIES (HANDLING I S E INSIT HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 7P1(TRUSS PLATE INSTRUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, #23451 TC DL 10.Opsf DATE 01-15-2007 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspector BC DL 10.Opsf DRWG LMG -IMPORTANT-#1058 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.Opsf PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. TRUSS DIVISION ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street TOT.LD. 40.0 sf p O/A LEN. 210400 DUR.FAC. 1.25 ® SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Phone: (321 633-9393 USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0" TYPE GABIL FLORIDA BUILDING CODE -SECTION 1609. 32952 Design -Build Engineers & Contractors, Inc. P.O. Box 580937 Orlando, FL 32858 March 8, 2007 1010 Oak Ave. Sanford, Florida Permit No. RE: Plan Review Response Dear Sir/Ma'am, Design of the wood frame is by Perforated Shear wall design, where V(wall)=(vCo)*Sum(L). Force transfer or other methods have not been used and do not supercede perforated shear wall design. Minimum width wall section considered for perforated design are 2'-6" for the main structure and 2'-0" for the garage, per aspect ratio of 4:1 (Table 2305.2.3 FBC). Based on wind loads, max shear force for the main house is to be 865 lb and max shear force for the detached garage is to be 555 lb. The most critical wall on the main structure is the offset wall at the Rear wall, left side (front facing orientation). This wall section is 14'-0" with 5'-0" full height sheathing and 9'-0" 60% open, per table 2306.4.1 IBC and shear capacity equations, the shear capacity of this wall is 1850 lb (> 865 lb shear, OK). The door side of the garage structure is the most critical wall, with 20'-0" wall, T-0" full height sheathing, and 16-0" 87% open, shear capacity of this wall is therefore 950 lb (> 555 lb, OK) Hold downs are provided for and detailed in the sections and details, which call for 1/2" wedge -all anchors, 5" min embedment, at 21" o.c. and at each end. Each anchor provides 2350 lb pull out and 1850 lb shear. This system is far in excess of overturning and sliding forces encountered on this structure. Should you have any questions or concerns please do not hesitate to contact me at dbeegengineer.com or 407-721-2292. Sincerely, ffT ompson, P.E. ngineer PE # 47509 Design -Build Engineers & Contractors, Inc. P.O. Box 580937 Orlando, FL 32858 1010 Oak Ave. Sanford, Florida Permit No. RE: Plan Review Response Dear Sir/Ma'am, March 8, 2007 Design of the wood frame is by Perforated Shear wall design, where V(wall)=(vCo)*Sum(L). Force transfer or other methods have not been used and do not supercede perforated shear wall design. Minimum width wall section considered for perforated design are 2'-6" for the main structure and 2'-0" for the garage, per aspect ratio of 4:1 (Table 2305.2.3 FBC). Based on wind loads, max shear force for the main house is to be 865 lb and max shear force for the detached garage is to be 555 lb. The most critical wall on the main structure is the offset wall at the Rear wall, left side (front facing orientation). This wall section is 14'-0" with 5'-0" full height sheathing and 9'-0" 60% open, per table 2306.4.1 IBC and shear capacity equations, the shear capacity of this wall is 1850 lb (> 865 lb shear, OK). The door side of the garage structure is the most critical wall, with 20'-0" wall, 4'-0" full height sheathing, and 16'-0" 87% open, shear capacity of this wall is therefore 950 lb (> 555 lb, OK) Hold downs are provided for and detailed in the sections and details, which call for 1/2" wedge -all anchors, 5" min embedment, at 21" o.c. and at each end. Each anchor provides 2350 lb pull out and 1850 lb shear. This system is far in excess of overturning and sliding forces encountered on this structure. Should you have any questions or concerns please do not hesitate to contact me at dbecgengineer.com or 407-721-2292. Sincerely, P.E. r1�Iitil.7.�tf l�f]3�Y-lLauNZ�laIL�1J Top chord 2x4 SP #2 Bot chord 2x4 SP #1 Dense :82 2x4 SP #2 Dense: Webs 2x4 SP #3 SPECIAL LOADS --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 63 PLF at-2.00 to 63 PLF at 10,67 TC - From 63 PLF at 10.67 to 63 PLF at 23.33 BC - From 5 PLF at -2.00 to 5 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF at 6.15 BC - From 80 PLF at 6.15 to 80 PLF at 15.19 BC - From 20 PLF at 15.19 to 20 PLF at 21.33 BC - From 5 PLF at 21.33 to 5 PLF at 23.33 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live bad. Deflection meets U360 live and U240 total bad. ' 10'8" � i 10,81, -- - �— 611"13 i - — 4'8"3 4'8"3 5'11"13 dXFIR\ �— 2' I �— 5'11"13 Rv=1294# U=226# W=4" 21'4" 9'47 �- 5'11"13 21'4" Rv=1294# U=226# W-�4" 2 LEFT RAKE = 2'3"13 RIGHT RAKE = 2713 LEFT JIG = 12'6"6 RIGHT JIG = 12'6"6 TAG = T2 SEQ = 66967 PLT. TYP.-WAVE FBC/rP12002(STD)CaRT=1.o0(1.25y10(0) QTY= 9 TOTAL= 9 REV. 7.24.1230.16 SCALE=0.2500 PRESTIGE ••wARNWG•• TRUSSES REQUIRE EXTREME CAREWWW FABRICATING, SHIPPING, INSTALLING ANDBRAC G. REFER TO Randal Byrd, P.E. TC LL 20.0Sf P REF LUMBER 8 SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, #23451 TC DL 10.0PSf DATE 01-15-2007 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspector - #1058 BC DL 10..0PSf DRWG "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL 0.0PSf LMG PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND O/A LEN. 210400 TRUSS USS DIVISION TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street TOT.LD. PS DUR.FAC. 1.25 ® SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Plane: (321) 633-9393 RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSUTPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0" TYPE COMN FLORIDA BUILDING CODE -SECTION 1609. 32952 JOD:(1559t5)yaKvale mooel i rl3I Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Deflection meets U360 live and U240 total load. rn r` T 4"1 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 21.88 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VALTRUSS1103 for valley details. 2'2"9 27"9 - -1 9„8 27-9 2'2"9 1 T-8 L` 9„8 4'5„1 -i Rv=108plf U=100plf W=4 5"1 9 8 2V1"8 LEFT RAKE = 3" RIGHT RAKE = 3" LEFT JIG = 2'815 RIGHT JIG = 2'815 TAG = T11 SEQ = 66972 PLT. TYP.-WAVE FBCrrP12002(STD)Cq/RT=1.00(1.25y10(0) QTY= 19 TOTAL= 19 REV. 7.24.1230.16 SCALE=1.0000 PRESTIGE -WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E., #23451 TC LL 20.OpSf REF DATE 01-15-2007 LUMBER 8 SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC DL 10.0psf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspector BC DL 10.0psf #1058 DRWG LMG —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.OpSf 60002 PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 40.Opsf TRUSS DIVISION FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason. Street TOT.LD. OIA LEN. 1.25 ® SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS THIS FOR PARTICULAR Phone: (321) 633-9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF COMPONENT ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI 1.2002. THIS DESIGN CONFORMS WITH THE 2004 Merrlt Island, FLFLORIDA [DUR.FAC. VAL BUILDING CODE -SECTION 1609. 32952 ACING 24.0" ITYPE IOD.(15)yts) VaKyale MOUei 7 CJO I KIJ UVVU. F KtYAKtU1 t5Y I Kt ALNINt JUt5 UtblUNCK YKUUMAM rKUM I KUJJ Mrm b LATUU 1 Tap chord 2x4 SIP #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Bot chord 2x4 SP #2 DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets U360 live and U240 total load. Bottom chord checked for 10.00 psf non -concurrent live bad. Rv=382# 2 U=180#'W =4" - 5' Rv=122# U=180# NAILED 71— 12'11"13 P in in in 10, Rv=89# U=180# NAILED LEFT RAKE = 2'3"13 LEFT JIG = 511"12 RIGHT JIG = 7'0"9 TAG = T25 SEQ = 66833 PLT. TYP.-WAVE FBCITP12002(STO) Cq/RT=1.00(1.25y10(0) QTY= 36 TOTAL= 36 REV. 7.24.1230.16 SCALE=0.5000 PRESTIGE LUMBER & SUPPLIES TRUSS DIVISION ® Phone: (321) 633-9393 -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SURE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANS11TPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 FLORIDA BUILDING CODE - SECTION 1609. Randal Byrd, P.E. #23451 special Inspector PBC #1058 2325 Jason Street Merrit Island, FL 32952 TIC LL 20.Opsf TICDL 10.Opsf DL 10.0psf BC LL O.Opsf TOT.LD. 40.Opsf REF DATE 01-15-2007 DRWG LMG O/A LEN. 5 DUR.FAC. 1.25 ' SPACING 24.0" TYPE EJACK CaPi[TCaI<�li: Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Deflection meets U360 live and U240 total load. (V T 4"5 IF 3' Rv2321# 1-11=180 W=4" 3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Rv=49# U=180# NAILED 11'9"13 1n N M M 10, Rv=48# U=180# NAILED LEFT RAKE = 2'313 LEFT JIG = 3'8" RIGHT JIG = 5'0"12 TAG = T23 SEQ = 66838 PLT. TYP.-WAVE FBC/rP12092(STD)Cq/RT=t.00(1.25yt0(0) QTY= 8 TOTAL= 8 REV. 7.24.1230.16 SCALE=0.7500 PRESTIGE "WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. TC LL 20.0 Sf P REF LUMBER &SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING. THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, #23451 TC DL 10.0PSf DATE 01-1 5-2007 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED DRWG RIGID CEILING. Special Inspector BC DL 10.0PSf -IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE #1058 BC. LL 0.0PSf LMG , JJJJ PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND O/A LEN.. 3 TRUSS DIVISION ® TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY 2325 Jason Street TOT.LD. 40.0 Sf P DUR.FAC. 1.25 FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Phone: 321 ( ) 633-9393 RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0" TYPE JACK FLORIDA BUILDING CODE -SECTION 1609. 32952 )D:(lbbgb) VaKyale MOoel t L J"1 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Deflection meets U360 live and U240 total load. T T Rv=-113# U=180# NAILED 1 2 Rv=366# U=18 # W=4"1 Rv=-34# U=180# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live bad. 107'13 10, LEFT RAKE = 2'313 LEFT JIG = 1'4"8 RIGHT JIG = 3'1"5 TAG = T24 SEQ = 66842 PLT. TYP.-WAVE FBC/rP12002(STD)Cg1RT=1o0(1.25y10(0) QTY= 8 TOTAL= 8 REV. 7.24.1230.16 SCALE=1.0000 PRESTIGE -WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. #23451 TC LL 20.Opsf REF DATE 01-15-2007 LUMBER &SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0psf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspector BC DL 10.0psf DRWG #1058 LMG 'IMPORTANT- - FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL 0.0psf PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 40.0 sf 1 TRUSSDIVISION FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street TOT.LD. p O/A LEN. DUR. FAC. 1.25 SEAL 014 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS Phone: (321) 633-9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL JACK FLORIDA BUILDING CODE -SECTION 1609. 32952 SPACING 24.0" TYPE 30:(1bb5if) UaKvale nnoael / r1Jo Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Hipjack supports 5-0-0 setback jacks with no webs. 79# THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live bad. Deflection meets U360 live and 1-/240 total bad. 9'10"13 Rv=203# U=180 NAILED 412-11-3 i+) ih M_ V a 1 0' 1155 7'D"14 �Rv=9397# U=180# W=5"11 7 0 14 Rv=125# U=1864i NAILED LEFT RAKE = 3'0"11 LEFT JIG = 7'9"6 RIGHT JIG = 9'11"3 TAG = T22 SEQ = 66849 PLT. TYP.-WAVE FBClTP12002(STD)Cq/RT=1.00(1.25y10(0) QTY= 4 TOTAL= 4 REV. 7.24.1230.16 SCALE=0.5000 PRESTIGE -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. #23451 TIC LL 20.Opsf REF DATE 01-1 5-2007 LUMBER & SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TICDL 1 O.OpSf TOP RIGID CHORD HALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED SpecialInspector BC DL 10.Opsf #1al DRWG LMG "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.OpSf 70014 PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTEC. APPLY CONNECTORS TO EACH 4O.Opsf TRUSS DIVISION FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street TOT.LD. O/A LEN. DUR.FAC. 1.25 SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSSCOMPONENT Phone: (321) 633-9393 NG IS THE RESPONSIBILITY OFTHETHE BUILDING DESIGNGN SHOWN. THE ER. PER CHAPTER 2 ALITY AND USE OF INSVTPi 1- 002. THIS DESIGN CONFORMS WIITS COMPONENT FOR ANY PARTICULAR IH THE 2004 Merrit Island, FL FLORIDA BUILDING CODE -SECTION 1609. 32952 SPACING 24.0" TYPE HIP JACK Design -Build Engineers & Contractors, Inc. P.O. Box 580937 Orlando, FL 32858 1010 Oak Ave. Sanford, Florida Permit No. RE: Email3/14/07 Dear Sir/Ma'am, March 15, 2007 l) Aspect ratios for shear wall segments shall comply with FBC section 2305.3.3 . You indicated table 2305.3.2, this is for horizontal and sloped diaphragms. See also FBC 2305.3.4 for shear wall height. Response: To comply with Table 2305.3.3, aspect ratio of 3.5:1, a CS16 coil strap shall be added to top and bottom sill of windows and across the garage door header to reduce the wall pier height. Garage pier wall height will be reduced to 7, therefore min. wall section of 2'-0 ". At rear kitchen windows (critical case), CS16 coil strap at top and bottom sills shall be added to reduce wall pier height to 6'-0 ",windows shall be moved to comply with 1'-9" min. wall pier height for section adjacent to windows. 2) The letter states that perforated shear walls are utilized. per FBC 2305.3.7.2. Anchorage for overturning of perforated shear walls shall comply with FBC 2305.3.7.2.4. Response: Tension chord uplift due to overturning (per eqtn 23-3) is 2582 lb or 185 lbft. Wedge -All anchors (112"x 8", 5 "min embed.) are provided at 21 " o.c. and at each wall section end. These provide 2250 lb allowable tension load each, 21 " spacing therefore gives us design uplift of 1285 lb /ft. 3) If anchorage is required due to the calculations provide on the plans the locations and type of connector to be used, as well as the calculated amount of the overturning moment, so that I can verify that capacity of the hold down. Response: See response to #2 above. Should you have any questions or concerns please do not hesitate to contact me at dbec(a),eilgineer.com or 407-721-2292. Sre 71� T�pson, P.E. Sineer P CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y Issue Date P E R M A N E N T . . 10/23/07 Parcel Number . . . . . 25.19.30.5AG-1205-0050 Property Address . . . 1010 OAK AVE SANFORD FL 32771 Subdivision Name . Legal Description . . . LOT 3 + S 1/2 OF ALLEY ADJ ON N + ALL LOTS 4 + 5 BLK 12 TR 5 TOWN OF SANFORD PB 1 PG 59 Property Zoning.. MULTIPLE FAMILY Owner . . . . . . . . Bryan Schumaker Contractor . . . . . . B SCHUMAKER CONSTRUCTION LLC 407 416-3193 Application number 07-00001355 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . TYPE VB Occupancy type . . . SINGLE FAMILY Flood Zone . . . . . . NONE Approved . . . . . . -t,0 -0.-- Building Off VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2004 for occupancy and use have been performed and approved. If the construction project was permitted and built under the.owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. MAP OF SURVEY DESCRIPTION LOT 3 AND THE SOUTH 1 /2 OF VACATED ALLEY TO THE NORTH, BLOCK TRALFORD'S MAP OF THE TOWN OF SANFORD, ACCORDING TO THE PLAT RECORDED IN PLAT BOOK 1, PAGES 56 THROUGH 64, PUBLIC RECORD COUNTY, FLOF�IDA. Aso F .S "U.UU in �1 0 Do 1018 OAK AVENUE S 12, TIER 5, E.R. THEREOF, AS OF SEMINOLE Z Home Designers Group, Inc B. SCHUMAKER HOMES (D <. 1540 Tropic Park Drive m 0 o Sanford, Florida 32773 MOLYEBR NGIMO YET LLC /� /� o N 407.324.2500 phone T FL. LICENSE 041509 Z THE E OAKVALE ROBERT Y. WHITE ASST. m 407IV.650.2929 fax 2464 PRINCETON ROAD houstona �genesishomedeslgn.com DELAND, FL 32724 ALL IDEAS AND DESIGNS REPRESENTED HERE ARE THE SOLE INTELLECTUAL PROPERTY OF HOME DESIGNERS GROUP, IN ND ARE PROTECTEOr UNDER FEDERAL COPYRIGHT LAWS M—A.P. Land Surveying, Inc. 4515-C Curry Ford Road Orlando, FL 32812 Phone: 407-896-4557 Fax: 407-896-4874 October 19, 2007 City of Sanford Building Division P.O. BOX 1788 Sanford, FL 32772-1788 RE: Lot 3 and the South'/2 of vacated alley to the North, Block 12, Tier 5, E.R. Trafford's Map of the Town of Sanford, as recorded in Plat Book 1, Pages 56-64, Public Records of Seminole County, FL, located at 1010 Oak Ave. Building Official, The finish floor elevation of the structure located at 1010 Oak Ave., Sanford, FL 32771 and described as Lot 3 and the South '/z of vacated alley to the North, Block 12, Tier 5, E.R. Trafford's Map of the Town of Sanford, as recorded in Plat Book 1, Pages 56-64, Public Records of Seminole. County, FL meets or exceeds the requirements set forth in the City of Sanford Code, chapter 18, sections 18-44a). Sincerely, Andrew Perry, P.S.M. LS # 6124 CAMyFiles\Affidavit - Certification\1010 Oak Ave.wpd City SANFORD State FL. ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) SEE SECTION "D" LEGAL DESCRIPTION; TAX PARCEL #25-19-30-5SG-1205-0030 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 28' 48' 11.23" N. Long. 81' 16' 09.28" W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State SANFORD, 120294 SEMINOLE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12117CO045 E Date Effective/Revised Date Zone(s) AO, use base flood depth) 4-17-1995 4-17-1995 X N/A B10. B11 B12 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) , Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑ Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction' Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized 3605901 Vertical Datum NGVD 1929 ELEVATION= 30.094 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 31 4 feet N/A feet ❑ meters (Puerto Rico only) ❑ Rico only) b) C) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) ._❑ N/A. ❑ feet meters (Puerto ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N/A ._❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building N/A _❑ feet ❑ meters (Puerto Rico only) 0 (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) 30 1 feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 30 _.jig feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. LS 6124 10-19-2007" .3 Check here if comments are provided on back of form. Certifier's Name ANDREW PERRY, P.S.M. License Number LS 6124 Title PROFESSIONAL SURVEYOR & MAPPER Company Name M.AP. LAND SURVEYING, INC. Address 4515 CURRY FORD RD. SUITE "C" City: ORLANDO State: FLORIDA re 1 elephone 4U/ FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Usg Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Pollcy Number 1010 OAK AVENUE City State ZIP Code Cgmpany,NAIGNumber SANFORD FL. 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments ITEM "E" IN SECTION C2 IS AN AIRCONDITIONER OUT SIDE THE HOUSE. LOT 3 & THE SOUTH '/z OF VACATED ALLEY TO THE NORTH, BLOCK 12, TIER 5, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, PLAT BOOK 1, PAGES 56 THROUGH 64, SEMINOLE COUNTY, FLORIDA. re Date 10-19-07 Check here if attachments SECTION E - BUILDING ELEVATION NFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Secti¢n�A Items 8 and/or 9 (see age 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _❑ feet u meters ❑ above or0 below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name: ANDREW PERRY, P.S.M. Address: 4515 CURRY FORD RD. SUITE "C" City: ORLANDO State: FLORIDA ZIP Code: 32812 Signature // / / /L Date 10-19-07 Telephone: 407-896-4557 Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1010 OAK AVENUE City State ZIP Code Company NAIC Number SANFORD FL. 32771 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If subriiittiti more photographs than wi!l fit- on this page, use the Continuation Page, following. . �� a, �� WIT, *' �+IV `10/19/2007 1:59:27 PM FRONT VIEW ro. 1_- d1l Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1010 OAK AVENUE City State ZIP Code Company NAIC Number SANFORD FL. 32771 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." ® E DESIGNERS GROUP,INC ��CUSTOM BUILDING DESIGN SPACE PLANNING 1540 Tropic Park Drive. Sanford, Florida 32773 Tel 407.324.2500 Fax 407.650.2929 hdgroup@cfl.rr.com City of Sanford Building Division Dan Florian RE: 1010 Oak Avenue Contractor: B.Schumaker Construction Dear Dan, Considering the following, this project needs to have FPL connect power as quickly as possible. We were expecting to close on this home on Oct 22. Because of delays from the financial institutions and various other sources, it's bee ed-to OctHowever, if we cannot have the air conditioner on by Monday, Oct 22, he floor installation I be delayed and we won't make our Oct 31 closing. This is critical as we will --have no home to reside and could negatively affect our standing with bank and creditors. You prompt attention is GREATLY appreciated. Res Ton' thTn Ho stop i2 I3RY,a,1 SCku ma.K4E P, lC10t1rr(4kCT0?_) ? . Hu✓»Ak�R �N$T R� cT pry tt_.0 -iiW" PA, WRAV FORM 60OA-2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: OAKVALE 1655 Builder: SCHUMA�R CONS Address: Permitting Office: �Ar�fbr- City, State Permit Number: 0-7- 1355 Owner: Jurisdiction Number: (0q t-500 Climate Zone: Central OFFICE 1. New construction or existing New 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 _ 5. is this a worst case? No _ 6. Conditioned floor area (ft') 1655 ft' 7. Glass type I and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 363.0 ft' b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 363.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 176.0(p) ft b. N/A _ a N/A 9. Wall types a. Frame, Wood, Exterior R=1 1.0, 1397.0 W _ b. N/A _ c. N/A _ d. N/A _ e. N/A 10. Ceiling types a. Under Attic R=30.0. 1655.0 ft' b. N/A _ c. N/A _ IL Ducts a. Sup: Unc. Ret: Con. AH(Sealed):Interior Sup. R=6.0, 238.0 ft b. N/A _ 12. Cooling systems a. Central Unit Cap: 40.5 kBtu/hr SEER:13.00 _ b. N/A c. N/A 13. Heating systems a. Electric Heat Pump Cap: 42.0 kBtu/hr HSPF: 8.10 _ b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 80.0 gallons EF: 0.86 _ b. N/A c. Conservation credits HRU-HP _ (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits PT, (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C Multizone cocn MZ H-Mul e cave Glass/Floor Area: 0.22 Total as -built points: 20291 PASS Total base points: 20820. I hereby certify that the plans and specifications covered by this calculation are in compliance ' h the Florida Energy Code. PREPARE BY DATE: 4 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGaugeO (Version: FLRCSB v4.5) 0FZHE STAl�oc '••:jam: r'�4.�` i FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 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 1655.0 24.35 7254.0 1.Single, Clear N 1.0 3.0 12.0 30.19 0.90 327.0 2.Single, Clear N 1.0 6.0 15.0 30.19 0.98 441.0 3.Single, Clear N 1.0 5.0 12.0 30.19 0.96 348.0 4.Single, Clear E 1.0 6.0 54.0 63.97 0.97 3352.0 5.Single, Clear S 31.0 7.0 18.0 48.22 0.48 412.0 6.Single, Clear SE 7.0 8.0 24.0 61.07 0.53 782.0 7.Single, Clear E 9.0 8.0 64.0 63.97 0.50 2039.0 8.Single, Clear E 9.0 6.0 136.0 63.97 0.44 1019.0 9.Single, Clear S 1.0 5.0 12.0 48.22 0.92 530.0 10.Single, Clear W 1.0 7.0 72.0 57.68 0.98 4078.0 11.Single, Clear W 9.0 9.0 44.0 57.68 0.54 1382.0 As -Built Total• 363.0 14710.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Frame, Wood, Exterior 11.0 1397.0 1.90 2654.3 Exterior 1397.0 1.90 2654.3 Base Total• 1397.0 2654.3 As -Built Total• 1397.0 2654.3 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 1655.0 2.13 3525.2 1. Under Attic 30.0 1655.0 2.13 X 1.00 3525.2 Base Total: 1655.0 3525.2 As -Built Total• 1655.0 3525.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 176.0(p) -31.8 -5596.8 1. Slab -On -Grade Edge Insulation 0.0 176.0(p -31.90 -5614.4 Raised 0.0 0.00 0.0 Base Total: -5596.8 As -Built Total: 176.0 -5614.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1655.0 .14.31 23683.1 1655.0 14.31 23683.1 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 31519.7 Summer As -Built Points: 38958.1 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 40500btuh ,SEER/EFF(13.0) Ducts: Unc(S),Con(R),lnt(AH),R6.0(INS) 38958 1.00 (1.08 x 1.150 x 0.85) 0.260 0.950 10208.9 31519.7 0.3250 10243.9 38958.1 1.00 1.061 0.260 0.950 10208.9 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... 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 1655.0 9.11 2714.0 1.Single, Clear N 1.0 3.0 12.0 15.07 1.00 180.0 2.Single, Clear N 1.0 6.0 15.0 15.07 1.00 225.0 3.Single, Clear N 1.0 5.0 12.0 15.07 1.00 180.0 4.Single, Clear E 1.0 6.0 54.0 12.37 1.01 673.0 5.Single, Clear S 31.0 7.0 18.0 9.90 2.29 408.0 6.Single, Clear SE 7.0 8.0 24.0 10.59 1.43 362.0 7.Single, Clear E 9.0 8.0 64.0 12.37 1.19 939.0 8.Single, Clear E 9.0 6.0 36.0 12.37 1.24 550.0 9.Single, Clear S 1.0 5.0 12.0 9.90 1.02 121.0 10.Single, Clear W 1.0 7.0 72.0 13.25 1.00 954.0 11.Single, Clear W 9.0 9.0 44.0 13.25 1.08 632.0 As -Built Total: 363.0 5224.0 WALL TYPES Area X BWPM = Points Type R-.Value . Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Frame, Wood, Exterior 11.0 1397.0 2.00 2794.0 Exterior 1397.0 2.00 2794.0 Base Total: 1397.0 2794.0 As -Built Total: 1397.0 2794.0 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 1655.0 0.64 1059.2 1. Under Attic 30.0 1655.0 0.64 X 1.00 1059.2 Base Total: 1655.0 1059.2 As -Built Total: 1655.0 1059.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 176.0(p) -1.9 -334.4 1. Slab -On -Grade Edge Insulation 0.0 176.0(p 2.50 440.0 Raised 0.0 0.00 0.0 Base Total: -334.4 As -Built Total: 176.0 440.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1655.0 -0.28 -463.4 1655.0 -0.28 -463.4 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:.,,, PERMIT #: I BASE AS -BUILT Winter Base Points: 5769.4 Winter As -Built Points: 9053.8 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 42000 btuh ,EFF(8.1) Ducts: Unc(S),Con(R),Int(AH),R6.0 9053.8 1.000 (1.068 x 1.160 x 0.87) 0.421 0.950 3924.2 5769.4 0.5540 3196.2 9053.8 1.00 1.083 0.421 0.950 3924.2 EnergyGauge TA° DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 1 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 3 2460.00 7380.0 80.0 0.86 3 1.00 2631.63 0.78 6158.0 As -Built Total: 6158.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 10244 3196 7380 20820 10209 3924 6158 20291 01THE ST9r6 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge@/FIaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building. Performance Method A - Details ADDRESS: , , , 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 cfm/sqA. door area. Exterior & Adjacent Walls 1606.1.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 Penetrations/openings >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. i 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 cir breaker electric) or cutoff (gas) must be provided. External or built-in heat trap required. I_ 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 efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 ciallons 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. Ducts 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 EnergyGaugeO/FlaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL DISPLAY CARD I ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing New 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 3 5. Is this a worst case? No _ 6. Conditioned floor area (f11) 1655 ft' 7. Glass type I and area: (Label reqd. by 13=104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 363.0 ft' b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 363.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 176.0(p) ft b. N/A _ c. N/A _ 9. Wall types a. Frame, Wood, Exterior R=11.0, 1397.0 ft' _ b. N/A c. N/A _ _ d. N/A _ e. N/A _ 10. Ceiling types a. Under Attic R=30.0, 1655.0 ft' _ b. N/A _ c. N/A _ 11. Ducts a. Sup: Une. Ret: Con. AH(Sealed):Interior Sub. R=6.0, 238.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building 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 based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 40.5 kBtu/hr SEER: 13.00 Cap: 42.0 kBtu/hr HSPF: 8.10 Cap: 80.0 gallons EF: 0.96 HRU-HP PT, _ O,_'i$E ST4,1� *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. [f your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar""designation), your home may qualms for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu 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 8501487-1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2&4. EnergyGauge© (Version: FLRCIB v4.5) For: SCHUMAKER CONST. Notes: Weather: Orlando, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 42 OF Outside db 72 OF Inside db 30 OF Design TD Daily range Relative humidity Moisture difference Building heat loss 31123 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 31123 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft') Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 1655 1655 16550 16550 0.8 0.4 221 111 Heating Equipment Summary Make CARRIER AIR C Trade Weathermate 25HBA 25HBA342 Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 0 Btuh 0 Btuh 0 OF 1400 cfm 0.045 cfm/Btuh 95 OF 77 OF 18 OF M 55 % 37 gr/lb Sensible Cooling Equipment Load Sizing Structure 25238 Btuh Ventilation 0 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 1.00 Total sens. equip. load 25238 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 0 Btuh Infiltration 2782 Btuh Total latent equip. load 4162 Btuh Total equipment load 29399 Btuh Cooling Equipment Summary Make CARRIER AIR C Trade Weathermate 25HBA 25HBA342 FV4BNF005 Efficiency 14.0 SEER Sensible cooling 31500 Btuh Latent cooling 10500 Btuh Total cooling 42000 Btuh Actual cooling fan 1400 cfm Cooling air flow factor 0.055 cfm/Btuh Load sensible heat ratio 86 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,1 wrjghtsoft Right -Suite ResidentialT"^ 5.0.28 RSR32099 ACCK G:\AFD-Central\SC1655.rsr 2007-Feb-06 11:15:34 Page 1 -J CALCULATION PROCEDURES A, B, C, D RIGHT Entire House AIR FLOW DESIGNS INC. Job: OAKVALE 1655 10/30/06 250 JASMINE RD., CASSELBERRY FL., FL 32718 Phone: (407)831-3600 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.8 ach x 16550 ft3 x 0.0167 = 221 cfm 2. Winter infiltration load 1.1 x221 cfm x 30 OF Winter TD = 7297 Btuh 3. Winter infiltration HTM 7297 Btuh / 363 ftZ Total window = 20.1 Btuh/ftZ and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 16550 ft3 x 0.0167 = 111 cfm 2. Summer infiltration load 1.1 x111 cfm x 18 OF SummerTD = 2189 Btuh 3. Summer infiltration HTM 2189 Btuh / 363 ftZ Total window = 6.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 37 gr/lb moist.diff. x 111 cfm = 2782 Btuh , Nroceclure D - Equipment sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 18 OF Summer TD = 0 Btuh Sensible load for structure (Line 19) + 25238 Btuh Sum of ventilation and structure loads = 25238 Btuh Rating and temperature swing multiplier x 1.00 Equipment sizing load - sensible = 25238 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 37 gr/lb moist.diff. = 0 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 2782 Btuh Equipment sizing load - latent = 4162 Btuh "Construction Quality is: a No. of Fireplaces is: 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrlightsoft Right -Suite Residential'" 5.0.28 RSR32099 2007-Feb-06 11:15:34 ACCK G:\AFD-Central\SC1655.rsr Page 1 0 RIGHT-J WORKSHEET ,w. Entire House AIR FLOW DESIGNS INC. Job: OAKVALE 1655 10/30/06 250 JASMINE RD., CASSELBERRY FL., FL 32718 Phone: (407)831-3600 J: 7th Ed. 1 Name of room Entire House GALLERY M WIC M BRIM 14MANUAL Length of exposed wall 176.0 ft 8.0 ft 5.0 ft ' 29.0 ft 3 Room dimensions 0.0 x 0.0 ft 0.0 x 0.0 ft 0.0 x 0.0 ft Ceiings Condit. Option 10.0 fti heat/cool d 10.0 ft heat/cool 10.0 ft heaUcool 10.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ftz) Htg Clg (ft�) Htg Clg (ft') Htg Clg (ft') Htg Clg 5 Gross a 12C 2.7 1.9 1760 **** **** 80 **** **** 50 "" "" 290 **** **** Exposed b 12C 2.7 1.9 0 '**' "" 0 **** '*'* 0 **** *'*' 0 walls and c 12H 1.8 1.3 0 "** *"' 0 "*' 0 **** **** 0 partitions d 13C 1.4 1.2 0 **`* **** 0 **** **** 0 ***` "" 0 e 13C 1.4 4.5 0 `*_* ..*= 0 ._.. ._<= 0 *.** .... 0 .... .*.. 6 Windows and a 1C 34.6 ** 251 8697 **** 20 693 * 0 0 *`** 48 1663 glass doors b 8C 34.6 *` 64 2218 '*** 0 0 **** 0 0 ***` 0 0 *** Heating c 9C 36.3 ** 48 1742 **'* 24 871 '*** 0 0 **** 0 0 **'* d7C 38.8 ** 0 0 **** 0 0**** 0 0***' 0 0 e 0.0 *` 0 0 **** 0 0 "" 0 0 "" 0 0 If 0.0 " 0 0 "" 0 0 **" 0 0 "" 0 0 7 Windows and North 21.1 213 **** 4511 37 **** 905 0 **** 0 12 "'* 245 glass doors NE/NW 0.0 0 "'* 0 0 "" 0 0 "" 0 0 "" 0 Cooling E/W 55.0 138 **** 7569 7 '*'* 484 0 *'*' 0 36 *'*' 1958 SE/SW 0.0 0 `*** 0 0 '*" 0 0 "*' 0 0 "' 0 South 30.4 12 "'* 365 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 '**` 0 0 *`** 0 0 **** 0 8 Other doors a 11 E 5.7 4.1 0 0 0 0 0 0 0 0 0 0 0 0 b 1OD 13.8 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 2.7 1.9 1397 3772 2716 36 97 70 50 135 97 242 653 470 exposed b 12C 2.7 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12H 1.8 1.3 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 13C 1.4 1.2 0 0 0 0 0 0 0 0 0 0 0 0 e 13C 1.4 4.5 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.0 1.4 1655 1638 2294 75 74 104 50 50 69 205 203 284 b 16D 1.6 2.2 0 0 0 0 0 0 0 0 0 0 0 0 c 18C 1.5 2A 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 24.3 0.0 176 4277 0 8 194 0 5 122 0 29 705 0 (Note: room b 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 &0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.1 6.0 363 7297 2189 44 884 265 0 0 0 48 965 289 13 Subtotal loss=6+8..+11+12 *'** 29641 "" "" 2814 *`** `*** 306 **** **** 4189 **** Less external heating "`* 0 **** **** 0 *"' "" 0 "" "" 0 Less transfer **** 0 "" "" 0 *"` *'** 0 **** **** 0 14 Duct loss 50/ 1482 *"' 50/ 141 **** 50/ 15 **`* 50/ 209 **** 15 Total loss = 13+14 **** 31123 "" "'* 2955 *'*` **** 321 **** **** 4399 16 Int. gains: People @ 300 6 '"' 1800 0 **** 0 0 "" 0 2 **** 600 Appl. @ 1200 1 1500 0 **** 0 0 "" 0 0 **** 0 17 Subtot RSH gain=7+8..+12+16 **** **** 22943 "" "" 1828 *.** **** 167 *'** '*'* 3847 Less external cooling *"' "" 0 **** **** 0 *"' "" 0 **** **** 0 Less transfer *'*' "'* 0 "" 0 *'** "" 0 "" *'** 0 18 Duct gain 10 °/ **** 2294 10 °/ "" 183 10 °/ 17 10 % "" 385 19 Total RSH gain=(17+18)*PLF 1.00 *"* 25238 1.00 *"' 2011 1.00 ***' 183 1.00 "" 4232 20 Air required (cfm) ***' 1400 1400 **** 133 112 ***' 14 10 **** 198 235 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsofC Right -Suite Residential TM 5.0.28 RSR32099 2007-Feb-06 11:15:34 ACCK G:\AFD-Central\SC1655.rsr Page 1 RIGHT-J WORKSHEET Entire House AIR FLOW DESIGNS INC. 250 JASMINE RD., CASSELBERRY FL., FL 32718 Phone: (407)831-3600 Job: OAKVALE 1655 10/30/06 J: /tn Ed. 1 Name of room M BATH UTIL KITCHEN GREAT RM 2 14MANUAL Length of exposed wall 11.0 ft 0.0 ft 41.0 ft 14.0 ft 3 Room dimensions 0.0 x 0.0 ft 0.0 x 0.0 ft 0.0 x 0.0 ft 0.0 x 0.0 ft Ceiings Condit. Option 10.0 ft heat/cool 10.0 ft heat/cool 10.0 fti heat/cool 10.0 ft heat/cool TYPE OF CST HTM Area . Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft') Htg Clg (ft') Htg Clg (ft') Htg Clg (ft2) Htg Clg 5 Gross a 12C 2.7 1.9 110 "*"* **** 0 *'*' "" .410 **** ***' 140 Exposed b 12C 2.7 1.9 0 "'* ***' 0 **** *'** 0 "*'* **** 0 walls and c 12H 1.8 1.3 0 "'* **'* 0 **** *'*' 0 "*'* **** 0 partitions d 13C 1.4 1.2 0 "" "" 0 **** **** 0 "" *"** 0 e 13C 1A 4.5 0 =___ ___= 0 =___ __= 0 =___ ___= 0 **** f 0.0 0.0 0 =___ ___= 0 =___ ___= 0 =__' ___= 0 6 Windows and a 1C 34.6 15 520 "** 0 0 "*" 84 2911 *"*" 0 0 *** glass doors b 8C 34.6 ** 0 0 **** 0 0 **** 0 0 "'" 64 2218 **** Heating c 9C 36.3 ** 0 0 **'* 0 0 **** 24 871 **'* 0 0 d 7C 38.8 '* 0 0 **"* 0 0 """" 0 0 "* 0 0 e 0.0 "* 0 0 "*"* 0 0 **"' 0 0 "" 0 0 f 0.0 ** 0 0 **** 0 0 *'** 0 0 **'* 0 0 7 Windows and North 21.1 15 '**' 306 0 "'* 0 54 '*" 1102 60 ""* 1219 glass doors NE/NW 0.0 0 **** 0 0 **** 0 0 **** 0 0 **'* 0 Cooling E/W 55.0 0 '"" 0 0 "** 0 54 '*" 2938 4 `*'* 231 SE/SW 0.0 0 ***" 0 0 "" 0 0 "** 0 0 *'** 0 South 30.4 0 "*' 0 0 **"* 0 0 *"' 0 0 "'= 0 Horz 0.0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 8 Other doors a 11 E 5.7 4.1 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 13.8 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 2.7 1.9 95 257 185 0 0 0 302 815 587 76 205 148 exposed b 12C 2.7 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12H 1.8 1.3 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 13C 1.4 1.2 0 0 0 0 0 0 0 0 0 0 0 0 e 13C 1.4 4.5 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.0 1.4 110 109 152 45 45 62 240 238 333 435 431 603 b 16D 1.6 2.2 0 0 0 0 0 0 0 0 0 0 0 0 c 18C 1.5 2.1 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 24.3 0.0 11 267 0 0 0 0 41 996 0 14 340 0 (Note: room b 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.1 6.0 15 302 90 0 0 0 108 2171 651 64 1286 386 13 Subtotal loss=6+8..+11+12 *"' 1454 '*** "" 45 "*' -- 8002 "" *"' 4480 **** Less external heating **** 0 **"* "*'* 0 '*"* '*'* 0 "*'" "" 0 Less transfer "" 0 "" "" 0 *"* *"' 0 "" *"' 0 **'* 14 Duct loss 5°/ 73 '*** 5°/ 2 **** 51/ 400 *'** 50/ 224 *"* 15 Total loss = 13+14 *"* 1527 '*** '*** 47 "" '*" 8402 '*"' *"** 4704 **** 16 Int. gains: People @ 300 0 *"' 0 0 **** 0 0 "" 0 0 -- 0 Appl. @ 1200 0 **** 0 0 **** 300 1 **" 1200 0 '*" 0 17 Subtot RSH gain=7+8..+12+16 **** **** 734 **** **** 362 *** **** 6810 **" **'* 2586 Less external cooling "" "" 0 '*'* **'* 0 **** **** 0 **** "*** 0 Less transfer *"** **** 0 **** **** 0 **'* *"*' 0 "" **" 0 18 Duct gain 10°/ "" 73 10°/ "" 36 1o°/ "" 681 10% ***= 259 19 Total RSH gain=(17+18)*PLF 1.00 *'*' 807 1.00 *"' 399 1.00 **** 7491 1.00 ***' 2845 20 Air required (cfm) "" 69 45 **** 2 22 **** 378 416 **** 212 158 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrigFits'oft Right -Suite Residential"' 5.0.28 RSR32099 2007-Feb-06 11:15:34 ,MCP. G:\HFD-Central\SC1655.rsr Page 2 RIGHT-J WORKSHEET Entire House AIR FLOW DESIGNS INC. 250 JASMINE RD., CASSELBERRY FL., FL 32718 Phone: (407)831-3600 Job: OAKVALE 1655 10/30/06 J: 7th Ed. 1 Name of room BRM 3 BATH 2 BRM 2 STOR/MECH 2 14MANUAL Length of exposed wall 28.0 ft 6.0 ft 29.0 ft 5.0 ft 3 Room dimensions 0.0 x 0.0 ft 0.0 x 0.0 ft 0.0 x 0.0 ft 0.0 x 0.0 ft Ceiings Condit. Option 10.0 fti heat/cool 10.0 ft heat/cool 10.0 ftheaUcool 10.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft') Htg Clg (ft') Htg Clg (ft�) Htg Clg (ft') Htg Clg 5 Gross a 12C 2.7 1.9 280 **** *'** 60 .**' *'*' 290 **'* *'*' 50 Exposed b 12C 2.7 1.9 0 **** *`** 0 ... ... 0 `*'* *'*' 0 walls and c 12H 1.8 1.3 0 '*** *'*` 0 *'" " 0 partitions d 13C 1.4 1.2 0 0 0 0 e 13C 1.4 4.5 0 •*** •••* 0 •*** ••** 0 *•** *•• 0 •••• *• f 0.0 0.0 0 *<.. .... 0 .... .... 0 .... .... 0 .... **.* 6 Windows and a 1C 34.6 *' 36 1247 **** 12 416 **** 36 1247 *** 0 0 glass doors b 8C 34.6 ** 0 0 *"' 0 0 '*" 0 0 ***' 0 0 **" Heating c 9C 36.3 ** 0 0 **** 0 0 **** 0 0 "*' 0 0 **** d 7C 38.8 • 0 0 •••• 0 0 • •• 0 0 •••• 0 0 e 0.0 "* 0 0 ""' 0 0 ** 0 0 **** 0 0 "*"* f 0.0 ** 0 0 ***' 0 0 **** 0 0 ***' 0 0 7 Windows and North 21.1 36 *'** 734 0 "*' 0 0 "** 0 0 ***' 0 glass doors NE/NW 0.0 0 "" 0 0 **** 0 0 **** 0 0 *'** 0 Cooling E/W 55.0 0 **** 0 0 '*** 0 36 **** 1958 0 *'*' 0 SE/SW 0.0 0 `*'* 0 0 **** 0 0 '*** 0 0 '**' 0 South 30.4 0 *'** 0 12 ***` 365 0 **** 0 0 "" 0 Horz 0.0 0 **** 0 0 "" 0 0 **" 0 0 *"* 0 8 Other doors a 11 E 5.7 4.1 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 13.8 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 2.7 1.9 244 659 474 48 130 93 254 686 494 50 135 97 exposed b 12C 2.7 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12H 1.8 1.3 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 13C 1.4 1.2 0 0 0 0 0 0 0 0 0 0 0 0 e 13C 1A 4.5 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.0 1.4 190 188 263 55 54 76 200 198 277 50 50 69 b 16D 1.6 2.2 0 0 0 0 0 0 0 0 0 0 0 0 c 18C 1.5 2.1 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 24.3 0.0 28 680 0 6 146 0 29 705 0 5 122 0 (Note: room b 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.1 6.0 36 724 217 12 241 72 36 724 217 0 0 0 13 Subtotal loss=6+8..+11+12 **** 3498 **** '*** 987 '*" "" 3560 .*** **** 306 **** Less external heating .*** 0 **** **** 0 "'* **** 0 **** **** 0 **** Less transfer "" 0 "** **** 0 **** '*" 0 "" "*' 0 **'* 14 Duct loss 59/ 175 "" 50/ 49 **** 50/ 178 **** 50/ 15 15 Total loss = 13+14 '*** 3673 **** **** 1036 "" '*** 3738 *"** **** 321 *'*' 16 Int. gains: People @ 300 2 '*** 600 0 **'* 0 2 **** 600 0 **** 0 Appl. @ 1200 0 **** 0 0 *'** 0 0 **** 0 0 **** 0 17 Subtot RSH gain=7+8..+12+16 **** **** 2289 ***' "" 607 **** **** 3546 '*" '*" 167 Less external cooling **** **** 0 *'** "" 0 **** **** 0 *"* "" 0 Less transfer "" "" 0 **** *'*' 0 "" "" 0 **** **** 0 18 Duct gain 10 o/c **** 229 10°/ "" 61 10% **** 355 10% ***` 17 19 Total RSH gain=(17+18)*PLF 1.00 2518 1.00 "*"* 667 1.00 "" 3901 1.00 1 **** 183 20 Air required (cfm) **** 165 140 **** 47 37 **** 168 216 **** 14 10 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wroghtSOft Right -Suite Residential"' 5.0.28 RSR32099 2007-Feb-06 11:15:34 ACCA G:\AFD-Central\SC1655.rsr Page 3 Application # : i Job Address: _ f D , Parcel ID: Description of Work: CITY OF SANFORD PERMIT APPLICATION Submittal Date: �y 67 Value of Work: $ 1-1p Historic District: Square Footage: ............................ ....................................... ................ ................... .................. Permit Type: Building ❑ ElectriD Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Po Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required) ` Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: �/� k f Stories: # of Dwelling Units: _� Flood Zone: (FEMA form required) ............................................................................ Property Owner: Address: _. Phone: E-mail: 3 " " Bonding Company: Address: Arch itect/Engineer: Address: Plan Review Contact Person: Contractor: Phon1 w State License Number: Mortgage Lender Address: Phone: Fax: Phone: Fax: E-mail: 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 thatall work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS; POOLS, FURNACES, BOILERS, HEATERS, TANKS,, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govemmental entities such as water management districts, stye agenci4r federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requir Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: E W I Date P n �or/A is Name Signature of Notary -State of Florida xr Date MY COMMISSION # DD629096 ">♦,F �d` EXPIRES: February 25, 2011 of tx Ft. Na Discount Assoc. Co. I$00-3-NOTARY `�' Contractor/Agent is _ Personally Known to Me or _ Produced ID ENG: BLDG: CIT I OF SA?iF!JRD PEiyilT :�PPLZ'ATIbt i P ttr+ia T Date Job Andress: 10 10 (> ' 1J1vi i•C'.17 k-!Zt:. ZQnina: of WDr u Permit Type: Buildin, Electrical Mechanical lambing rue Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteradon Change of Service Temporary Pole . iblet }iaa'en]: Residential c Non -Residential Replacement New (Duct Layout Energy Cale. Required) , Plumbing/ New Comme7rccial---. T of F i;.tures of tiaiate. & Sewer Lines 9 of Gas Lines. Plumbing/New Residential: of Water Closets Plnal birtg Repair - Residential or Commercial Oc upnnry Type: Residential' X Commercial Industrial Total Square Easotace: Construction 'Type` of stories:� # of Dwellinc, Units: 1Flood Zone: (FEIVIEA Torre required for outer than � Parcel #: j, (Attach Proof of Ownership & Legal Description) Owners Name & Address' XL((.,VA.A— I) U_�- Phone: Contractor Name .uAddress: A1Y F1 ow D(-Si a S P.0, Bo-c '180303 Casse1berr7/ FL 32718 'State License Nutnher: CAC1814423 Phone & has: 407-831-2893 Contact Person:" Rhonda Phone: 407-831-3600 Bonding iCompany: Address: Mortgage vender: Address: Architect/Engineer: Phone: Address: Pas: _ - Application is- hereby made to obtain a, permit to do the work and installationsas indicated. I certify that rto work or installation has commenced prior -to the issuance of a permit and that"all work will be performed to meet standards of•all laws regulating construction in this jurisdiction. I understand that separate permit must be securest for ELECTRICAL WORK, PLUMBING, SIGNS, -WELLS, 'POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.. _ OWNER'S AFFIDAVIT: (certify that all of the foregoinginfonnation is accurate and that all work will be done in compliance with all applicable laws regulating t construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE "FOR ivi'ROVEiviEi`,iF3 TO YOUR F iOFERTY.. IF YOU INTEND 'TOOBTAIN FINANCING, CONSULT WITH YOUR LENDER"OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. - NOTICE: In additiorrto the requir.mc;..fs of this permit, there may be additional restrictions applicable to this property that may be found: in the public records of t this county, and there, may be additional permits required from other governmental entities such as.water management districts, state agencie"s,:or federal;agencies. Acceptance of permit'is verification that i will notify the owner of the property of the requirements of F Lam' n Law, F 13.' Signature of Owner/Agent Date Signature of ontractor/Agent : Date Print Owner/Agent's Name Print nt or/ gent's Name x Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known.to -Me or ' Contractor/Agent is _ rsonally""Known to Me or Produced ID ProducedID APPLICATION APPROVED BY: Bldg: Loain_. Urt ieI'"'Nn'4 ty�y (Initial & Date) QniUai do Date) tubliell d R3Cr!"17ate) ar p-- State of Florida Special Conditions: N r , MYCWV*N00n't?>t0=Sep 20.'2= CommlaaMn I DD 358840 CITY OF SANFORD PERMIT APPLICATION Application # : 01 / S!< Job Address: I O 10 i7 A K, $ Parcel ID: Zoning: Submittal Date: Value of Work: $ Historic District: Description of Work: 2r1 rlV—A b," Square Footage: ....................................................................................... ............................... Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ r Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets L Plumbing Repair —Residential ❑ Commercial ❑ Occupancy Type: Residential Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: Pey # of Stories: �_ # of Dwelling Units: Flood Zone: (FEMA form required) ........................................................................................................................ Property Owner: (J S 0,-n4 Contractor:.!6r/ I P 5'�Ca T /U rr1 S Address: ►o(b ©A IC Address: .5y0 i.► ,S,Q y3y Sri I ,/ K Sfr,P'0 ��>> FI 32 ►Y Phone: 76 - yl� -3/9 -mail: Phone: y0%- 771 -Ntate License Number: e FG %�JZG 7S� Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies Acceptance of permit is verification that I will notify the owner of the property oft rem Z�� Signature of Owner/Agent Date _a Signature of Conntfactor/Agent Date n / Print Owner/Agent's Name Print C9 for/Agent's N ne Signature of Notary -State of Florida Date Signature of Nota WOW L WE3T = Comm# DD0831427 4 E..Vires 1/21/2011 Owner/Agent is _ Personally Known to Me or Produced ID NotaWe Cont or/Agent ism■•••• adty■o�aetad 4.■ ■� Produced ID �(�>2/4/} /ZlyOI—g Ll eo"tt APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: Rev 02/2007 POWER OF ATTORNEY Date: /ZO 1, & 4 1-) ),e; f K 01 do hereby authorize A N gd q to pull the /0/0 In bl o permit for 10 /0 Type of permit job address e ignature State of Florida _ County of Notary Personally known to me or produced ID Y P on = day of PU, 20 0"7- ruo�aaon�au�� SLOWEST a p W0831427. EVQres 1/212011 wuuruuarur ■ r r ■ rr sus ■ n urns rurasori 12:01:52 Ilit if111111HBIf! ItIfItWlip ItIVItPCJIM141111 FIRST NATIONAL BANK OF CENTRAL FLORIDA C. YANKI SOKMENSUER, Esquire SMITH MACKINNON,PA P.O. BOX 2254 Orlando, FL 32802-2254 (407) 843-7300 NOTICE OF COMMENCEMENT Building Permit No. Tax Folio No. STATE OF FLORIDA MNNYANNE. MRik, ULLRK OF CIRCUIT CUURT &MINLILE CLUNII BK 06648 I'9s W68 - 669, (2pgs) CLERK'S # 2007050511 REWNDkD 04/09/2W/ 12:30:01 PM RkWNUINB I•tk5 18.50 RLWHOLD BY T :imith lAi ud Imewdb MamioV A�'R.amy COUNTY OFSEMINOLE THE UNDERSIGNED HEREBY gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. Description of Property: P0.f �--�� LOT J D TTJHES OUT'i�+/r OP`VA -DOALLEY TO THE NORTH, BLOCK 12, TIER 5, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGES 56 THROUGH 64, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, 2. General Description of NEW SINGLE FAMILY RESIDENCE Improvements: 3. Owner Information: a. Name and Address b. Interest in Property: C. Name and Address of Fee Simple Title Holder, if other than the Owner: 4. Contractor. a. Name and address: b. Phone number C. FAX number (optional, If service by FAX is acceptable) S. Surety: BRYAN K. SCHUMAKER 202 BRIARCLIFF DRIVE ORLANDO, FLORIDA 32779 Fee simple B- SCHUMAKER CONSTRUCTION, li 202 BRIARCLIFF DRIVE ORLANDO, FLORIDA 32779 (407) 275-1326 (407)275-7078 N/A a, Name and address b. Phone number (407) C. FAX number (optional, If service by (407) FAX if acceptable) d. Amount of bond (NOTE: If applicable, a copy of the Payment Bond is attached hereto as Exhibit "A".) �ER�If'It�U C PY (,RY�!�t,' P't�ORSE CLrRK._.�F r.UIT C.OURT RY p�pi1 �r F_a APR , , � r 2007 Book6648/Page668 CFN#2007050511 6. Lender information a. Name and address 7 B. 9. b. Phone number C. FAX number (optional, if service by FAX Is acceptable) d. Designated contact Person(s) within the State of Florida designated by Owner upon whom notices or other documents may be served pursuant to Section 713.13(1)(a)(7), Florida Statutes: a. Name and address b. Phone number C. FAX number (optional, if service by FAX is acceptable) In addition to the Owner, Owner designates the following person to receive a copy of the Uenoes Notice to Owner as provided in Section 713.13(1)(b), Florida Statutes: FIRST NATIONAL BANK OF CENTRAL FLORIDA, 369 N. NEW YORK AVENUE WINTER PARK, FLORIDA 32789 407.622-5000 407-622-0768 Commercial Loan Administration Department a. Name and address FIRST NATIONAL BANK OF CENTRAL FLORIDA, 369 N. NEW YORK AVENUE WINTER PARK, FLORIDA 32789 b. Phone number 407-622-5000 C. FAX number (option, if service by FAX 407-622-0768 is acceptable) Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified). Other expiration date N/A OWNER: Jilt L_ BRYAN K. SCHUMAKER, individually STATE OF FLORIDA COUNTY O �r Sworn to an bscribed before me thlg � day of March, 2007, by BRYAN K. SCNUMAKER, individually. LORI ANN CROCCO Signature of NoyirY P bjic- to of Notary Public, State Of Florida Print Name: My Comm. exp. AV 3, 2007 Personally known _ or Produced IdentlB Comm. No. DD 200185 Type of Identlfination Produced r(}�, Book6648/Page669 CFN#2007050511 CITY OF SANFORD PERMIT APPLICATION RECEIVED Permit # 13 Date: t� ' rS - G fl f T O Job Address: 0 OAK ME • � �oouC Description of Work: Ww CC�A1sTRuC.`C, m3 m 3 BOD 29" Total Square Footage i (455 !�a Historic District: N0 5 Zoning: Sir j Value of Work: $ 3, 04, P, Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing. Repair - Residential or Commercial Occupancy Type: Rest ential _)<_ Commercial Industrial IR'3 Construction Type:WWQ# of Stories: j # of Dwelling Units: Flood -Zone: (FEMA form required)_ Owners Name & Address: 77�y�Ut r�!},j(ZZTLZ(�CLTFF CGNGLJC(1 �L-%% i Phone- 41(G Contractor Name & Address: B B. SC H vi'*IIZ _DP_ LC State License Number: Phone&Faa:' II�'31i3 fF �' j ©%1QContactPerson: T,�R_ilAN S[-j'tiltj'i1AX21?.. Phone:?`- 41 Bonding Company: N / A Address: Mortgage Lender. MUE^r_ um 6anT.w.. YM1¢YZ SAC Address: Architect/Ennginceer: l3L7' E bc— DIGAf`94 C-'.y? Phone: LAD— 32Y " 2S� Address: ) 540Ik-PX-PAx !/ikE_ t Sob?_D 0- 32772 3 Fax: 407" �0 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all a4licable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT. MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 1fl-S ey, Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or _ Produced ID APPROVALS: ZONING: 09 10,2-1,16UTIL. t` / -D: Signature of Contractor/AgentN`�tTr �/ \ �V syn iA Pr t Contractor/Agent's Narn�\\ . nda ysi Signature o Notatate of F1ori� . d Ohs o `� ry-S, Contractor/Agent is Produced ID ENG: Special Conditions: A UV IMAmAfvrriciL' c Rev 03/2006 !9 p se 2?�g ®o Feb 05 2007 S:20RM HP LRSERJET FRX P.1 City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone; 407-330-5656 Fax: 407-328-3859 PLAN REVIEW RESPONSE (Second Letter) Date: February 5, 2007 Contact Person: Bryan 5chumaker OA KVpLq- 165S Contact Phone Number: 407-416-3193 Contact Fax Number: 407-862-0719 Contact E-mail Address: Reference Number: Project Description: Single Family Residence Job Address: 1010 Oak Ave. The following is a list of the areas of the submitted plans that contained violations of the e adopted by the City of Sanford and enforced by the Building Division. The violations noted 1 be addressed before the. plans can be approved. Changes must be submitted on the on submitted format. Changes to construction documents that require an Architect or Engineer's must be submitted with the appropriate seal. STRUCTURAL S-1 Assuming that these structures are of wood framed construction provide a lateral anal} along with a shear wail plan. FBC 1604.4, 1606.1.1, 1609.1.3 and Section 2305. 2/05/07 Comment: The lateral analysis was not provided. Unable to verify that adequ shear walls, panels are provided, Unable to verify that hold -dawns are not required. Unable verify if the panels are segmented, or if force transfer at openings has been considered. M that this shall include the garage as well. MEChiANtCAt M-1 Provide the energy code compliance statement. 2/05/07 Comment: According to the drawings this Is a wood framed building. Rev accordingly. M-2 Provide a heat loss calculation. 2/0S/07 Comment: According to the drawings this is a wood framed building. Revi accordingly. Any error or omission in this plan review shall not be construed to grant approvai of any vii of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Wayne Thome at (407) 330-5686 or fax to 328-3859. You may also contact me by E-mail at t_homeW(aci Sanford fl us. -1-