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Home My WebLink AboutMilligan Residence 0612-0397OFFICE USE ONLY: DATE FILED: 0?.9 PERMIT NUMBER: I a •O 4 REVISION FEE: rJ'D D� RECEIPT NO.: Caa► 1 2 3. ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGNIA AVENUE FORT PjERCE, FL 34982-5652 462-155.3 APPLICATION FOR BUILDING PERIMIT REVISIONS PROJECT IN'FORZNIATION' LOCATIO: ADDRESS: DETAILED DESCRIPTION'S OF PROJE REVISION'S: (�,V\i�!\G,�.c --t•�t CO\TRACTOR INFORMATION: ST. OF FL REGJCERTX�6 BUSINESS N,LNIE: Qualifiers Name: ADDRESS: CITY, d PHONE (DAYTISIE): 1 4. ARCHIT/Ei\GINEER: NACNIE: ADDRESS: _ CITY: PHON9 (DAYTIME): _ ST. LUCIE COUNTY CERT.= e?S i I STA' FAX STATE: ZIP: FAX# S �` Building Code Compliance Division. Receipt 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 • http:11stlucleco.govlce Date: 29 April 2008 Receipt #: 0000062432 Job Address: 10890PINE .CREEK LN 'emutNumber: SLC- 0612-0397. Received By: gersteml e Amount: S100.00 - Paid With: ck Jredit Card Number: Check Number: 6785 Paid By: latite roofing & sheet metal lic Sign:. s i �YBACK\ERIC\JOBS\2007BI-1\STEMW.TKF Pg.2 95.3 6:12 23' eave, 31' ridge Milligan res [78 sqs.] ++� Saint Lucie County M A M IUADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to -have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages I through 30. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 . n J Page 1 of 30 V� ROOFING ASSEMBLY APPROVAL Cateeorr Sub-Cateeorvr Deck Type: Maximum Desi¢n Pressure Fire Classification: Roofing APP/SBS Modified Bitumen Wood -60 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather/Empire 36" x 72, Roll ASTM D 2626 UL Asphalt coated organic base sheet. Base Sheet weight: 86 lbs. Type 15 (2 squares) Flex-I-G1asT'4 Base 36" x 108', Roll UL Type G2 Modified Bitumen coated fiberglass base Sheet weight: 90 lbs. ASTM D 4601, sheet. (3 squares) type H Flex-I-G1agm FR Base 39 3/s" x 50, Roll UL Type G2 Modified Bitumen coated fiberglass base Sheet weight: 90 lbs. ASTM D 4601, sheet. (1.5 squares) type H Flintglas® Ply Sheet 36" x 180', Roll ASTM D 2178 Fiberglass, asphalt impregnated ply sheet. Type IV or VI weight: 40/55 lbs. Type IV or VI (5 squares) UL Type 01 Flintlastic STA 39 3/e' x 33', Roll ASTM D 6222, Smooth surfaced APP Modified Bitumen STA Plus 5.0 weight: 90 lbs. Grade S, Type II membrane with non -woven polyester mat (i square) reinforcement for torch application. Flintlastic GTA, GTA- 39 3/s" x 33' 3", Roll ASTM D 6222, Granule surfaced APP Modified Bitumen FR or Flintlastic weight: 1051bs. Grade G, type 11 membrane with non -woven polyester mat Diamond GTA (1 square) reinforcement for toch application. Flintlastic GTS 39 3/s" x 249", Roll ASTM D 6164, Granule surfaced SBS Modified Bitumen weight: 92 lbs. Grade G, Type II membrane with non -woven polyester mat (% square) reinforcement for torch application. Flintlastic GMS, 39 3/s" x 34' 2", Roll ASTM D 6164, Granule surfaced SBS Modified Bitumen Premium GMS weight: 1001105 lbs. Grade G, Type II membrane with non -woven polyester mat (1 square) reinforcement for mop application. Flintlastic FR-P, 39 3/g' x 34' 2", Roll ASTM D 6164, Fire resistant, granule surfaced SBS Premium FR-P weight: 105 lbs. Grade G, Type I Modified Bitumen Membrane with non - (I square) woven polyester mat reinforcement for mop application. Flintlastic FR Cap 39 3/s" x 34' 2", Roll ASTM D 6163, Fire resistant, granule surfaced SBS weight: 90 lbs. Grade G, Type I Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop Plexiglas Premium Cap 960 36" x 38" ASTM D 6163, applications. Granule surfaced SBS Modified Bitumen (1 square) Grade G, Type I membrane with fiberglass ,mat reinforcement for mop application NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 2 of 30 y.' Product Ultra Poly SMS GlasBaseTM Base Sheet PolySMS Base Sheet Yosemite® Mineral Surfaced Cap Sheet Black Diamond Base Sheet Dimensions 36" x 64'4" (2 squares) 36" x 108', Roll weight: 69 lbs. (3 squares)- 39 3/s" x 64' 4", Roll weight: 90 lbs. (2 squares) 36" x 36% Roll weight: 90 lbs. (1 square) 36" x 75', Roll weight 75 lbs. (2.25 squares) APPROVED INSULATIONS: Product Name PYROX ACFoam II ISO 95+ High Density Wood Fiberboard Perlite Insulation Dens Deck ENRGY-1, ENRGY-2, Plus, U1traGard Gold, PSI-25 FiberGlass Roof Insulation Fesco Board ISORoc Paroc Cap Board Multi -Max, FA t tP Test Product Specification Description ASTM D 6164 Smooth surfaced SBS Modified Bitumen Grade S, Type I Membrane with non -woven polyester mat reinforcement for mop application. ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Type G2 ASTM D 5147 Modified Bitumen coated polyester base sheet. ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. PA 103 Slag surfaced SBS Modified Bitumen ASTM D 1970 sheet with fiberglass reinforcement for peel and stick application. TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perhte insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Expanded mineral fiber insulation Polyisocyanurate foam / rckwool composite insulation Rockwool insulation Polyisocyanurate foam insulation Manufacturer (With Current NOA) Apache Products Co. Atlas Energy Products Firestone Building Products,lnc. generic generic G-P Gypsum Corp. Johns Manville Johns Manville Johns Manville Johns Manville Partek, Inc. Rmax, Inc. NOA No.: 02-1205.02 Expiration Date: 06/19/20o8 Approval Date: 01/30/03 Page 3 of 30 APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. TABLE 3 Product Product Name Description #12 & #14 Dekfast Insulation fastener Fastener Dekfast Hex Plate Galvalume AZ50 steel plate Olympic Fastener #12 & Insulation fastener #14 Manufacturer Dimensions (With Current NOA) Construction Fasteners, Inc. 2 7/s" x 3 '/T Construction Fasteners, Inc. Olympic Standard 3" round galvalume AZ50 3" round steel plate Insul-Fixx Fastener Insulation fastener for steel 6. Insul-Fixx S Plate EVIDENCE SUBMITTED: Test Aeencv Applied Research Laboratories Factory Mutual Research Corporation Factory Mutual Research Corporation Jnderwriters Laboratories, Inc. United States Testing Company, Exterior Research & Design, LLC Exterior Research & Design, LLC and. wood decks 3" round galvalume AZ50 3" round steel plate Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS Stadler, Inc. SFS Stadler, Inc. Name Report Date Physical Properties 28013 06/02/87 Current Insulation Fastening FMRC 1994 01/01/95 Requirements PA 114 J.1. #3Y8Al.AM 63/23/96 (FMRC 4470) Fire Classification R11656 07/13/87 Compliance ASTM D 5147 97457-4 06/03/88 TAS 114 (J) #3507.08.99-1 04/18/01 #3514.02LAB 11/11/02 NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 4 of 30 APPROVED ASSEMBLIES: Membrane Type: APP MODIFIED Deck Type 1I: Wood, Insulated, New Construction Deck Description: 19/32" or greater plywood or wood plank System Type A (1): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Pyrox Minimum 1.3" thick ACFoam-H, UltraGard Gold, ENRGY-1, ENRGY-2, PSI-25 Minimum 1.5" thick Fiberglas Minimum 1'/16" thick Perlite Minimum %" thick High Density Wood Fiberboard Minimum %z" thick Dens -Deck Minimum'/" thick Insulation Fasteners Fastener (Table 3) Density/11:2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9"o.c. in the lap and two rows staggered in the center of the sheet 12"o.c. Base/Ply Sheet: One ply of products listed under 'Anchor Sheet' above, or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 5 of 30 Membrane: Surfacing: Maximum Design Pressure: I Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA-FR torch adhered to base/ply sheet. (Optional) Install one of the following: 1. 4004b./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601b./sq. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 %: gal. /sq. ` 45 psf (See General Limitation #9) NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 6 of 30 Membrane Type: SBS MODIFIED Deck Type 1I: Wood, Insulated, New Construction Deck Description: 19/32' or greater plywood or wood plank System Type A (2): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe Pyrox Minimum 1.3" thick N/A N/A ACFoam-H, UltraGard Gold, E'NR(> Y-1, E'NRG'Y-2, PSI-25 Minimum 1.5" thick N/A N/A Fiberglas Minimum 15/16" thick N/A N/A Perlite Minimum'/l" thick N/A N/A High Density Wood Fiberboard Minimum %" thick N/A N/A Dens -Deck Minimum'/4" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20401bs/100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9"o.c. in the lap and two rows staggered in the center of the sheet 12"o.c. Base/Ply Sheet: One ply of products listed under'Anchor Sheet' above, or one ply of Ultra Poly SMS or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 7 of 30 Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR-P, Flintlastic Premium FR-P, Flintlastic FR Cap sheet, Flexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbsJsq. or Flintlastic GTS torch adhered to base/ply sheet. Surfacing: (Optional) Install one of the following: 1. 400-1b./sq. ,gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 %2 gal. /sq. Maximum Design Pressure: 45 psf (See General Limitation #9) NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 8 of 30 Membrane Type: APP MODIFIED Deck Type 1I: Wood, Insulated, New construction Deck Description: Minimum i9/32" thick plywood attached using wood screws spaced 6" o.c. at wood joists spaced maximum 24" o. c. System Type A (3): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Pyrox Minimum 1.3" thick N/A N/A ACFoam-II, IIltraGard Gold, ENRGY-1, ENRGY-2, PSI-25 Minimum 1.5" thick N/A N/A Fiberglas Minimum'=/16" thick N/A N/A Perlite Minimum '/e"thick N/A N/A Iligh Density Wood Fiberboard Minimum''/:" thick N/A N/A Dens -Deck Minimum'/."thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: One ply of G1asBase, Flex-I-Glas Base, Flex -I Glas FR Base or All Weather/ Empire Base sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with Simplex Mega Cap Nails spaced 9" o.c. in the lap and the 9" o.c. in two staggered rows in the center of the sheet- Base/Ply Sheet: One Ply of products listed under `Anchor Sheet' above, or one or more plies of Flintglas Ply Sheet (type IV) or Flintglas Premium Ply Sheet (type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. Membrane: Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA-FR torch adhered to base/ply sheet. NOA No.: 02-1205.02 Expiration Date: 06/1912008 Approval Date: 01/30/03 0 Page 9 of 30 Surfacing: (Optional) Install one of the following: L 400-lb./sq. gravel or 3004b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 %2 gal. /sq. Maximum Design Pressure: 60ps£ (See General Limitation #7) NOA No.: 02-1205.02 a Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 10 of 30 Membrane Type: SBS MODIFIED Deck Type 1I: Wood, Insulated, New Construction Deck Description: Minimum 19/32" thick plywood attached using wood screws spaced 6" o.c. at word joists spaced maximum 24" o.c. System Type A (4): Anchor sheet mechanically fastened; all layer of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener Pyrox (Table 3) Density/11:2 Minimum 1.3" thick N/A N/A ACFoam-II, UltraGard Gold, ENRG'Y-2, PSI-25 Minimum 1.5" thick N/A N/A Fiberglas Miuimum15/16" thick N/A N/A Perlite Minimum %" thick N/A N/A High Density Wood Fiberboard Minimum %" thick N/A N/A Dens -Deck Minimum''/." thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 Ibs/100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: One ply of Glasbase, Flex -I Glas Base, Flex -I- Glas FR Base or All Weather/ Empire Base Sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with Simplex Mega Cap Nails spaced 9" o.c. in the lap and the 9" o.c. in two staggered rows in the center of the sheet. Base/Ply Sheet: One ply of products listed under `Anchor Sheet' above, or one ply Ultra Poly SMS or more plies of F1intGlas Ply Sheet (type IV) or F'limGlas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVl' range and at a rate of 20-401bs. /sq. NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 11 of 30 r Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR-P, Flintlastio Premium FR-P, Flintlastic FR Cap sheet, Flexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic GTS torch adhered to base/ply sheet. Surfacing: (Optional) Install one of the following: 1. 400-lb./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601bJsq. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 %2 gal. /sq. Maximum Design Pressure: -60psf. (See General Limitation #7) NOA No.: 02-1205.02 a ' Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 12 of 30 Membrane Type: APP MODIFIED Deck Type 1I: Wood, Insulated, New Construction Deck Description: 19/32" or greater plywood or wood plank System Type B (1): Base layer of insulation mechanically attached, optional top layer adhered with approved asphalt. All General and System Limitations apply. one or more layers of any of the following insulations under those listed as Top Layer: Base Insulation Layer Insulation Fasteners (Table 3) Pyrox Minimum 1.3" thick ENRGY-2, PSI-25 Minimum 1.4" thick ACFoam-II, UltraGard Gold Minimum 1.5" thick Fiberglas Minimum "/16' thick Perlite Minimum'/," thick High Density Wood Fiberboard Minimum %" thick Dens -Deck Any approved fasteners in Table 3 Any approved fasteners in Table 3 Any approved fasteners in Table 3 Any approved fasteners in Table 3 Any approved fasteners in Table 3 Any approved fasteners in Table 3 Fastener Density/ft2 1:2 ft: 1:2 ftz 1:2 ftz 1:2 ft2 1:2 ft= 1:2 ftz Minimum'/," thick Any approved fasteners in Table 3 1:2 ft= Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' Any of the insulations listed for Base Layer Note: Optional top layer of insulation shall be adhered with approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 f 2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: One ply of Glasbase, Flex -I Glas Base, Flex -I Glas FR Base, Poly SMS, F1imGlas Ply Sheet (Type IV) or FlintGlas Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-401bs./sq. NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 13 of 30 Ply Sheet: (Optional) One ply of Glas Base, Flex-I-Glas Base, Flex-I-Glas FR Base, PolySMS or one or more plies of F1intGlas Ply Sheet (Type IV) or FlintGlas Premium Ply Sheet (Type V0 adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA-FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1. 400-lb./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL ME at an application rate of 1 % gal. /sq. Maximum Design Pressure:-45psf. (See General Limitation #9) 0 NOA No.: 02-1205.02 IM Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 14 of 30 Membrane Type: SBS MODIFIED Deck Type 1I: Wood, Insulated., New Construction Deck Description: 19/32" or greater plywood or wood plank System Type B (2): Base layer of insulation mechanically attached, optional top layer adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations under those listed as Top Layer: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' Pyrox Minimum 1.3" thick Any approved fasteners in Table 3 1:2 ft' ENRGY-2, PSI-25 Minimum 1.4" thick Any approved fasteners in Table 3 1:2 ft' ACFoam-H, UltraGard Gold Minimum 1.5" thick Any approved fasteners in Table 3 1:2 ft' Fiberglas Minimum 15/16' thick Any approved fasteners in Table 3 1:2 ft' Perlite Minimum'/a" thick Any approved fasteners in Table 3 1:2 ff High Density Wood Fiberboard Minimum''/z" thick Any approved fasteners in Table 3 1:2 ft' Dens -Deck Minimum'/" thick Any approved fasteners in Table 3 1:2 ft' Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' Any of the insulations listed for Base Iayer Note: Optional top layer of insulation shall be adhered with approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base, Poly SMS, Flintglas Ply Sheet (Type N) or Flintglas Premium Ply Sheet (Type VI) or Ultra Poly SMS adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20401bs./sq. NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 15 of 30 5 Ply Sheet: Membrane: Surfacing: (Optional) One ply of Glas Base, Flex-I-Glas Base, Flex-I-Glas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR-P, Flintlastic Premium FR-P, Flintlastic FR Cap sheet, Flexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic GTS torch adhered to base/ply sheet. (Optional) Install one of the following: 1. 400-lb./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak 97, APOC 212 Fibrated Aluminum at an application rate of 1.5 gal./sq. Maximum Design Pressure: 45psf. (See General Limitation #9) NOA No.: 02-15.02 " "100s Expiration Date: 06/19t O/03 Approval Date: 01/: '+f 30 Page 16 Membrane Type: APP MODIFIED Deck Type 1I: Wood, Insulated, New Construction Deck Description: 19/32" or greater plywood or wood plank System Type C (1): All layers of insulation simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' Pyrox Minimum 1.3" thick N/A N/A ACFoam-H, UltraGard Gold, ENRGY-2, PSI-25 Minimum 1.5" thick N/A N/A Fiberglas Minimum 15/16" thick N/A N/A Perlite Minimum'/o" thick N/A N/A High Density Wood Fiberboard Minimum %:" thick N/A N/A Dens -Deck Minimum '/4"thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe Perlite Minimum'/," thick Any approved fasteners in Table 3 1:2 ft' High Density Wood Fiberboard Minimum %" thick Any approved fasteners in Table 3 1:2 ft' Dens -Deck Minimum'/<" thick Any approved fasteners in Table 3 1:2 ft' Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements. Pease refer to Roofing Application Standard RAS 117 for insulation attachment. NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 17 of 30 Base Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base, Poly SMS, Flintglas Ply Sheet (Type M or Flintglas Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: (Optional) One ply of Glas Base, Flex-I-Glas Base, Flex-I-Glas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA-FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1. 400-lb./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 t/2 gal. /sq. Maximum Design Pressure: -45psf. (See General Limitation #9) NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 18 of 30 Membrane Type: SBS MODIFIED I Deck Type 1I: Wood, Insulated, New Construction Deck Description: 1!)/32" or greater plywood or wood plank System Type C (2): All layers of insulation simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations under those listed as Top Layer: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftz Pyrox Minimum 1.3" thick N/A N/A ACFoam-H, UltraGard Gold, ENRGY-2, PSI-25 Minimum 1.5" thick N/A N/A Fiberglas Minimum15/16"thick N/A N/A Perlite Minimum %1' thick N/A N/A High Density Wood Fiberboard Minimum''/I" thick N/A N/A Dens -Deck Minimum'/4" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftz Perlite Minimum'/d' thick Any approved fasteners in Table 3 1:2 ftz High Density Wood Fiberboard Minimum %" thick Any approved fasteners in Table 3 1:2 ftz Dens -Deck Minimum '/." thick Any approved fasteners in Table 3 1:2 ft' Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements. Please refer to Roofing Application Standard RAS 117 for insulation attachment. NOA No.: 02-12002 Expiration Date: 06/19/20 3 Approval Date: Ol/30/ Page 19 of _ 0 Base Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base, Poly SMS, Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or Ultra Poly SMS adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Ply Sheet: (Optional) One ply of Glas Base, Flex-I-Glas Base, Flex-l-Glas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type M or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR-P, Flintlastic Premium FR-P, Flinflastic FR Cap sheet, Flexigias Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 1bsJsq. or Flintlastic GTS torch adhered to base/ply sheet. Surfacing: (Optional) Install one of the following: 1. 400-1b./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak 97, APOC 212 Fibrated Aluminum at an application rate of 1.5 gal./sq. Maximum Design Pressure: -45psf. (See General Limitation #9) NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 20 of 30 Membrane Type: APP MODIFIED Deck Type 1I: Wood, Insulated, New Construction Deck Description: 19/32" or greater plywood or wood plank System Type D (1): All layers of insulation and base sheet simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe Pyrox Minimum 1.31' thick N/A N/A ACFoam-II, UltraGard Gold, ENRGY-2, PSI-25 Minimum 1.5" thick N/A N/A Fiberglas Minimum ` 116' thick N/A N/A Perlite Minimum'/4" thick N/A N/A High Density Wood Fiberboard Minimum1l/:" thick N/A N/A Dens -Deck Minimum 1/," thick N/A N/A Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at an application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base mechanically attached as detailed in Fastening #1, below or one ply of Poly SMS mechanically attached as detailed in Fastening #2 or #3, below. Fastening #1: Olympic Screws #12 or #14 and metal plates, Dekfast #14 or #15 and metal plates or SFS Insul-Fixx #12 or #14 and metal plates spaced 4" o.c. at a 4" side lap and two staggered rows in the center of the sheet, 24" o.c. Fastening #2: Olympic Screws #12 or #14 and metal plates, Dekfast #14 or #15 and metal plates or SFS Insul-Fixx #12 or #14 and metal plates spaced 12" o.c. at a 4" side lap and two staggered rows in the center of the sheet, 36" o.c. Fastening #3: SFS Insul-Fixx screws and 2" round metal plates at a 4" side lap, 12" o.c. NOA No.: 02-1205.02 o Expiration Date: 06119/2008 '' Approval Date: 01/30/03 Page 21 of 30 w Ply Sheet: (Optional) One ply of Glas Base, Flex-I-Glas Base, Flex-I-Glas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type M or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Membrane: Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA-FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1. 4004b./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601bJsq. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 %2 gal. /sq. Maximum Design Pressure: -45psf. (See General Limitation #9) NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: OIJ30103 Page 22 of 30 Membrane Type: Deck Type 1I: Deck Description: SBS MODIFIED Wood, Insulated, New Construction 19/32" or greater plywood or wood plank System Type D (2): All layers of insulation and base sheet simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft, Pyrox Minimum 1.3" thick N/A N/A ACFoam-H, UltraGard Gold, ENRGY-2, PSI-25 Minimum 1.5" thick N/A N/A Fiberglas Minimum 15/16" thick N/A N/A Perlite Minimum'/s" thick N/A N/A High Density Wood Fiberboard Minimum'h"thick N/A N/A Dens -Deck Minimum '/d'thick N/A N/A Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at an application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base mechanically attached as detailed in Fastening #1, below or one ply of Poly SMS mechanically attached as detailed in Fastening #2 or #3, below - Fastening #1: Olympic Screws #12 or #14 and metal plates, Dekfast #14 or #15 and metal plates or SFS hisul-Fixx #12 or #14 and metal plates spaced 4" o.c. at a 4" side lap and two staggered rows in the center of the sheet, 24" o.c. Fastening #2: Olympic Screws #12 or #14 and metal plates, Dekfast #14 or #15 and metal plates or SFS Insul-Fixx #12 or #14 and metal plates spaced 12" o.c. at a 4" side lap and two staggered rows in the center of the sheet, 36" o.c. Fastening #3: SFS Insul-Fixx screws and 2" round metal plates at a 4" side lap, 12" o.c NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 (D Page 23 of 30 Ply Sheet: (Optional) One ply of Glas Base, Flex-I-Glas Base, Flex-I-Glas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flinlglas Premium Ply Sheet (Type VI) or Ultra Poly SMS adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR-P, Flintlastic Premium FR-P, Flintlastic FR Cap Sheet, Flexigias Premium Cap 960 or Ultra Poly SMS adhered to ply, sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 401bs./sq. or Flintlastic GTS torch adhered to ply sheet. Surfacing: (Optional) Install one of the following: 1. 400-lb./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak 97, APOC 212 Fibrated Aluminum at an application rate of 1.5 gal./sq. Maximum Design Pressure: -45psf. (See General Limitation #9) NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 19 Page 24 of 30 Membrane Type: APP MODIFIED Deck Type 1: Wood, Non -insulated Deck Description: 19/32' or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with approved roofing nails and fin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Ply Sheet: (Optional) One ply of Glas Base, Flex-I-Glas Base, Flex-I-Glas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type M or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA-FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1. 400-lb./sq, gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601bJsq. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of I %z gal. /sq. Maximum Design Pressure: -45psf. (See General Limitation #9) NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 6 Page 25 of 30 Membrane Type: SBS MODIFIED Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (2): Base sheet mechanically fastened. All General and System Limitations apply. • Anchor Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base mechanically fastened as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9 o.c. in the lap and two rows staggered in the center of the sheet 12"o.c. Ply Sheet: (Optional) One ply of Glas Base, Flex-I-Glas Base, Flex-I-Glas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or Ultra Poly SMS adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR-P, Flintlastic Premium FR-P, Flintlastic FR Cap sheet, Flexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic GTS torch adhered to base/ply sheet. Surfacing: (Optional) Install one of the following: 1. 400-1b./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1.5 gal./sq. Maximum Design Pressure: -45 psf (See General Limitation #9) NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 26 of 30 Membrane Type: APP MODIFIED Deck Type 1: Wood, Non -insulated Deck Description: Minimum 19/32" thick plywood attached using wood screws spaced 6"o.c. at wood joists spaced maximum 24" o.c. System Type E (3): Base sheet mechanically, fastened. All General and System Limitations apply. Base Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or All Weather / Empire Base Sheet mechanically fastened as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with Simplex Mega Cap Nails spaced 9"o.c. in the lap and 9" o.c. in two staggered rows in the center of the sheet. Ply Sheet: (Optional) One ply of G1asBase, Flex-I-GlasBase, Flex-I-Glas FR Base, PolySMS or one or more plies of FlintGlas Ply Sheet (Type IV) or FlintGlas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: Flintlastic STA, Flintlastic Diamond GTA, Flintlastic GTA or GTA-FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1. 400-lb./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601b✓sq. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 %s gal. /sq. Maximum Design Pressure: -60psf. (See General Limitation #7) NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 27 of 30 Membrane Type: SBS MODIFIED Deck Type 1: Wood, Non -insulated Deck Description: Minimum 19/32 thick plywood attached using wood screws spaced 6"o.c. at wood joists spaced maximum 24" o.c. System Type E (4): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of GlasBase, Flex -I Glas Base, Flex -I Glas FR Base or All Weather/Empire Base Sheet mechanically fastened as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with Simplex Mega Cap Nails spaced 9" o.c. in the lap and 9" o.c. in two staggered rows in the center of the sheet. Ply Sheet: (Optional) One ply of GlasBase, Flex-I-GlasBase, Flex-I-Glas FR Base, PolySMS or one or more plies of F1intglas Ply Sheet (Type IV) or F1intGlas Premium Ply Sheet (Type VI) or Ultra Poly SMS adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR-P, Flintlastic Premium FR-P, Flintlastic FR Cap sheet, Flexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic GTS torch adhered to base/ply sheet. Surfacing: (Optional) Install one of the following: 1. 400-1b./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601bJsq. 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1.5 galJsq. Maximum Design Pressure: -60psf. (See General Limitation #7) NOA No.: 02-1205.02 19 Expiration Date: 06/19/2008 Approval Date: O1/30/03 Page 28 of 30 1' Membrane Type: N/A Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System Type: Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: One ply of #30 asphalt saturated organic felt, All Weather/Empire Base, G1asBase, Flex -I Glas or Flex -I Glas FR Base applied with a minimum 2" side lap and a minimum 6"end lap. Base sheet may be applied at a right angle (900) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. Ply Sheet: (Optional) One or more plies of FlintGlas Ply Sheet (Type IV) or FlintGlas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of FlintGlas Mineral Surface Cap Sheet, Yosemite Mineral Surface Cap Sheet, Flexiglas Premium Cap 960, Flintlastic GMS or Flintlastic FR-PGMS membrane may be applied at a right angle (900) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-401bs./sq. or Flintlastic GTA torch applied or Black Diamond Base Sheet applied to the base sheet by peel and stick application. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped; then anchor sheet and ply sheet must also be strapped. Maximum Design Pressure: Refer to tile manufacturer's NOA. Maximum Slope: Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. X NOA No.: 02-1205.02 Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 29 of 30 WOOD DECK SYSTEM LIMITATIONS: . A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: i. Fire classification is not part of this, acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full, mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped S" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) g. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE o NOA No.: 02-1205.02 _ Expiration Date: 06/19/2008 Approval Date: 01/30/03 Page 30 of 30 OFFICE USE ONLY: DATE FILED: 'ram PERMIT NUMBER: REVISION FEE: Sc• (TD RECEIPT NO.: I 2. 3. 4 ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVE: BUILDING & ZONING 2300 VIRGNIA AVENUE FORT PIERCE, FL 34982-5652 .462-1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORINIATION LOCATION!SITE n / ADDRESS: /0"o DETAILED DESCRIPTIQ\S//�OF P REVISIONS: ��/MD �/Z CONTRACTOR INFORtiIATION: ECT 9ovr., (YDt f'/uo ST. .OF FL REGJCERTX ST. LUCIE COUNTY CERT.k BUSINESS NA_NIE: Qualifiers'Name: ADDRESS: A e� CITY: Q STATZI PHONE (DAYTIME): 7S� 0� FA� E: 4 ARCHIT/E\GINEER: NAME: ADDRESS: CITY STATE: ZIP: PHONE (DAYTISiE): FAX# F11.E COPS Building Code Compliance Division Receipt 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http://stiucieco.gov/ce Date 20 June 2008 Receipt 4: 0000063623 Job Address: 10890 PINE CREEK LN emit Number: SLC- 0612-0397 Received By: humphreya Amount: $50.00 Paid With: CK credit Card Number: Check Number: 148 Paid By: DINYERO MILLIGAN Sign; P E Co F11. a" ( 2" VTR Ilian / 1 VTR A LAv. V2" LAV. V " u WC I/2" TU5 2 2 war It Co 2" <IT, SINK 2" -i!Z" URINAL SHWFR VT214 2 R VTR 1-1/2" 3 2" /I I\ IT. SINk� / 1 VTR JLAY. SINK � `f 3NWR 2" TU6 �� 2n al-V2" SINK. Y 2„ 2n " \ W4, SJnET 2" 2„ d° UJ¢8� It wC ®3" ®4'r -1/2" LAV. 4 , a way co we " 4" To SEPTIC: SEWER 2" VTR a I\ 1 VTR LAV. a 11 TR VTR „ LAY, 2n TUS Ait -I/2 LAV C AV, " " PLUMBING RISER ---N T.S, 2 of 2 rU5 211 1 2` LAv. TU6 2° we 10800 PINE CREEK LANE 1 4" PORT ST. LUCIF , FL 34086 2ND FLOOR REVISION DATE. 6-28-2008 Model: 17RES KOHLER®POWER SYSTEMS LP Vapor/Natural Gas The Kohler° Advantage • Powerful Exclusive PowerBoost- technology allows the Kohler 17 kW generator to start and run a typical 5 ton (60,000 BTU) central air conditioner, while still running other home appliances and electronics * • Cleaner Power for Sensitive Electronics Protects sophisticated electronics with clean, stable power that exceeds strict utility requirements and IEEE standards for total harmonic distortion (THD) • Faster Response Kohlere generators restore power in as little as 10 seconds • Quiet Quiet operation: 68 dB(A) at 7 m (23 ft.) maintains neighborhood solitude • Premium Five -Year Limited Warranty Standard Features • ADC-RES Advanced Digital Control o Designed for today's most sophisticated electronics o Electronic speed control responds quickly to varying household demand o Digital voltage regulation protects your sensitive electronics from harmonic distortion and unstable power quality o LED display shows system status and setup information • Engine Features o Kohler Command PRO® OHV engine with hydraulic valve lifters for reliable performance without routine valve adjustment or lengthy break-in requirements o Simple field conversion between natural gas and LP vapor fuels while maintaining emission certification o Digital Spark Advance Ignition (DSAI) optimizes engine performance for natural gas and LP vapor fuels o Engine -mounted battery charging alternator Ek • Designed for Easy installation o Polymer base eliminates the need for a concrete mounting pad, reducing installation time and cost o Fuel and electrical connections through the enclosure wall eliminate the need for stub -ups through the bottom o Load connection terminal block allows easy field wiring (optional) o Hinged roof with lockable latches o Designed for outdoor installation only • Certifications o Meets emission regulations for U.S. Environmental Protection Agency (EPA) phase 2 small off -road engines and CA 2006 and later LSI engines with both LP vapor and natural gas o UL 2200 listed o Approved for stationary standby applications in locations served by a reliable utility source Generator Ratings Model Alternator Standby Amps Standby Ratings, kw/kVA Series Voltage Phase Hz Model Natural Gas LP Gas Natural Gas LP Gas 17RES 120/240 1 60 2F5 67 70 16.0/16.0 17.0/17.0 RAT INGS:Standbyretingsapplytoinstallationseeoiect by a reliableu Iftysource.Allsirglephaseunits are raledat10poveriactor. ThestendbyrGrg applicabletovariableb&Wah an ir�araga badhd.,&SO brthedurMbn MMepowerwmge. Nooverlmdcapaalyms ciflWat Misreting. Rotingeareine¢ordencewih[SO-304611,BW514,AS27W aMDINn271.GENERAL GUIDELINES FOR DEBATING: ALTITUDE Dwata 4%per 305 m (lM ft.) elevation above 153 m (500 ft ). TEMPERATURE: Derete t5%per 5.5"C (10°) temperatureincrease abdi a l" aMyaa local .Avail Co.eieratjrcltochanrfor availability. Kohler Ca. reaervesrtrenghttochangelhedesign orspecficalionswithoutnoliceandwAhouterryohligetionorliabilitywhet60eyer CAOL. local Kohler o. generator datribumr for availability. powe Due to the cycling operation of lemony electrical appliances, Ma for your t sal may not run oally appliances equir nedeely. Check the appliance mantradurelS SpKiflCallorl5 for actual pC requiremerae. consult a Kohler* power Systems professional for your exact razidenrial powersysran requirements. G44AM (17RES) 11/0, 8 7 6 5 f 4 I 3 I. OCCUPIED STRUCTURE .00CUPIED STRUCTURE OCCUPIED D OCCUPIED STRUCTURE STRUCTURE w� .. m2P SEE NOTE ISERVILE D< E SET SERVICE DOOR '. SET w o w m w£ SERVICE DOOR a > SET. sa SET w — .SERVICE DOOR. mq _ 4 VE T. GRA VEL BED AYE% USi E'SIDES o N, GRAVEL N AL LL REMA FT DISTANCE TO LAICI LAWN FURNITURE, ma SENSITIVE PLANTS, ETC, d _ — ACOEPTRBI,P 1� 1) EXHAUST IS AIMED AWAY OR PARALLEL TO STRUCTURE. 0 2) EXHAUST IS NOT DIRECTED AT PLAY AREAS, PATIOS OR. OTHER AREAS WHERE PEOPLE CONGREGATE 3) THE NEAREST WINDOW, VENT, DOOR OR SIMILAR STRUCTURE o OPENING IS AT LEAST 5 FEET FROM THE EXHAUST ENID OF THE SET. t NOTE 't- 4) SET HAS PROPER OFFSET FROM STRUCTURESTRUC, THE RECOMMENDS IST FSTATE 1 T:EXHAUST IS COMPLETELY PIMED AWAY FROM THE STAUCTU IS DE, ON DARDS AND TOR AL CODES. NFPA NDARDS BI WINDOWS d DOORS ON ADJACENT WALLS ARE CLOSED LOCAL EXHAUST IS NOT DIRECTED AT PLAY AREAS. PATIOS OR iHER `' 'FOR THE INSTALL HE OF 61 FURNACE AND OTHER SIMILAR INTAHES ARE AT LEAST 10 FEET FROM STATIONARY COMB E — W AREAS WHERE PEOPLE CONGREGATE AND GAGTURB S NES, G HIS EXHAUST END OF SET HIS 3) THE NEAREST WINDOW, VENT, DOOR OR SIMILAR STRUC1 tlP �;i DISTANCE SHOULD BE A T 5 PEEL it WEED BARRIER AND 3 INCN THICK GAAVEI. BASE LOCATED TO PREVENT FROM A GOLEE TIBLE MA L. FOR BARRIER OPENING IG AT LEAST 5 FEET FROM THE EXHAUST END OF �I INSTALLATIONS NE OMBUSTIBLE GRASS 8 FROM GROWING T00 CLOSE TO THE SET. 4) 8E1 HAS PROPER OFFSET FROM STRUCTURE. ATERIAL D9E 7 SURE NO PLANTS, SHRUBS QA OTHER COMBUSTIBLES ALLOWS �IN UM ISANC INIME OF 3 f 0 ENSURE 8) 5) WINDOWS B.DOORS ON ADJACENT WALLS ARE CLOSED,t PROPER GENERATOR COOLING. GRAVEL AREA. 9.) SENSITIVE PLANTS, PATIO FURNITURE, ETC, ARE AT�LEAST 8 FEET FIR - 6) FURNACE AND OTHER SIMILAR INTAKES ARE AT LEAST 10 FEET,OM EXHAUST END OF SET END OF SET.BA '. EXHAWEED ID) REFER TO OWNERS MANUAL FOR e{HER INSTALLATION ONSTRAINTS. A 11 BARRIER ANDS INCH TRICK GRAVEL BASE LOCATED TO PRE i :y GRASS &RWEED GRASS b WEEDS FROM GROWING TOO CLOSE TO THE SET. NG ' 8) NO PLANT SHRUBS OR OTHER COMBUSTIBLES ALLOWED iN Ncv DATE < lows.1. o. 1. A1.11 a NI �xA RCQ GRAVEL ARfA. -0 ST x[v oN MIxG )e01I51 mN HO, Y nML mo.. A 8 33-01 9EE SNfET 1H33351 NPS W. )I Y IIT. 5 ryg0 IE 11 ONY,� 9) GEN$ T PLANTS PATIO FURNITURE, ETC. ARE AT LEAST 8 FEET FROM 0 Y 13`NT EEE GREET I EN31D6 HR6 uo.c y X ILI IYYEN mY eNY 11Y�YYEd. E XHAUS iygg €No. of sET IO) REFER TO OWNERS MANUAL FOR OTHER INSTALLATION CONSTRAINTS- RODON 11- m WEN5M PRINT DDN-8.01 M IBNEB ._. 33N I e-03 11 ADV-7341 8 7 g 5.. 4 g. -) JL.,LUC1t I,uuuty Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 561-462.1553 Design Certification for Wind Load Compliance his Certification is to be Completed by the project design architect or engineer. This Certification must be submitted with all cplications for building permits involving the construction of new residence (single or multi- family), residential addition, any -cessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior :novations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building crrrtits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462 217T. 'ro ect Name i NLllt ci� i euoce Office Use Only itreet Address ( #%s (2 Pe mit Number $ %e ny .aLc r il4 yr a Occu ancv T e Construction T e Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie: County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind, loads and forces specified by current code provisions. Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1. Florida Building Code 2004-Edition ✓ ASCE 7•o2 2. Building Design is (check one) Enclosed Partially Enclosed Open Building 3. Building Height: 2-1 4. Wind Speed Used in Building Design: 140 3 second gust 5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): F— XQ. 8 6. Average Wind Velocity Pressure on Exterior Faces of Structure 3 S • 2 <' PSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure 4-1.21 PSF 8. Importance/Use Factor (obtain from Building Code): J- 9. Loads: Floor L 6' PSF Roof/dead _ l" PSF Roof/live '2-D PSF 10. Were Shear Walls Considered for Structure (check one): Yes � No �(if No, attach explanation) 11. Is a Continuous Load Path Provided (check one): Yes. ✓ No (if No, attach explanation) 12. Are Component and Cladding Detail Provided (check one): Yes / No _(if No, attach explanation) 1.3. Minimum Soil Bearing Pressure: 000 PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. Name: -$oh rl C'sr,�, p, i Certification #: 3 S (0'-j1 [Seal Hete] Design Firm: I IGtan (2cStyvl (w� Date: i ®(�_ .` N� r % SLCCD :' For6#,.z29 : FILE Yroduet Review Attidavit • " "' St Lucie County, Public Works Department F�OR1�P• Code Compliance Division The following products will be installed in the structure located at 10gao 'P� naieo lmte P5h Building Permit # 3`4 q8t+ Owners Name__ l'Y)tll%�avl Owner's Address5131 F4�con P6� go.titd-Ct F71 Contractor Shen w, ng,,. tkm c, _Contractor's Address 1tc..Q'q *k-c Rd r�or'Kn fZ9Ie>&L33((-t Product *Product Rated esi n Pressures Manufacturer Model Number Method of Attachment Windows * Fill in the rated wind design pressures listed by the manufacturer far each product listed 1st Choice tn,p^` + ' bo•q PSt: - ��r.nar.oliwiW,ro FL 233$ tv'a 7uPLw r . 31 S r✓t otc t /y a. nornw� o,an L ,,Gr...en,l. 2nd Choice,,,,,.,, _� Fixed Glass 1st Choice—i — {S"DP v,nAcw w�w< r 'h oet! wrtrw-Vy 2nd Choice lass (other) Butt Glass Glass Block N Tiding Glass Doors 1st Choice N i� 2nd Choice Swing Type Doors 1st Choice 2nd Choice,.,,,,,., }-75o PSf � t� 1"^P«' S,rnm.a�n P1,2-r1 3 ry • r.ypu _t/,a•• �W,� �•�,�,�.��✓(, Overhead Garage Doors 1st Choice -i` '1 a p F 3 5 OV c+t .t &CA oaor Gar FI. L/j (bi {{ 30�� • yy p LaaAtr c Kv c w s 3 c! S, d(, , x t-3ry •` 2nd Choice Roofing Mateiial Asphalt/Fiberglass Metal Other 1 114. I10 rv�fl+ Sankt. F4—T34 lion Z na l5 Fcr f,rc w! hutters Choice r a,ry N � �� ri Af - ••Q.0 IUVIUWCa Lae aoove components and cladding, and have approved their use in the structure to Provide adequate resistance to the wind loads and forces specified bvnurrent code provisions. Name: _ - —Ibtn n C—rrk �� 1 TS F,1 Signature Design Firm_Carc..l le-eu tZc •5h art _ Cert. No. 3 f' o%t _ Date: 9 1 O tp 04/06/2007 15:12 7728714893 ST LUCIE HEALTH DEPT P{49 AGE STATE OF FLORIDA ADM CENTRAX #: 56- F-08785 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID : $ 'p CONSTRUCTION PERMIT RECEIPT OSTDSNBR 06-0133- �0 -CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ ]Holding Tank [ j Innovative Other [ ]Repair I ]Abandonment [ ]Temporary [ l APPLICANT: Stomwinder Romeo/Milli,_a AGENT:VELCOM GROUP PROPERTY STREET ADDRESS; 10890 Pine Creek Ln Port St. Lucie FL 34986 LOT: 49 BLOCK: SUBDIVTSION- Sabal Creek I Sectloaa/Township Range Parcel No.j PROPERTY ID #: -- [OR TAX ID NUMBER] 02 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E-6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY. PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION, SUCH MODIFICATIONS MAY RESULT IN THIS] PERMIT BEING MADE NULL AN'D VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT .THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T 1.19'00 ]Gallons SEPTIC TANK A [ 0 ]Gallons MULTI-CHAMBERED/IN SERIES: [Y ] N [ 0 )GALLONS GREASE INTERCEPTOR CAPACITY MULTI ^CHAMBERED/IN SERIES: [Y J K [ 750 ]GALLONS DOSING TANK CAPACITY [ 150 ]GALLOWS ® [6 ]DOSES PER 24 HRS # PUMPS [ 2 ] D [ 1380 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM +']7IX �"' ft J � 1 eA,/�/'r�ov) �� R ( 0 ] SQUARE PEST SYSTEM " ` (f {f (�' l_JI�/ll (/[1 coo � A TYPE SYSTEM: [ N ]STANDARD [ N ]FILLED `/("[/f]�f'tly [ Y ]MOUND N I CONFIGURATION: [ N ]TRENCH [ Y ]BED J [ N ] N' F LOCATION TO BENCHMARK; Nail In G/L Of Road 0 West Property Line I E .ELEVATION OF PROPOSED SYSTEM SITE [ ] [ INCHES -BOTTOM OF DRAINFIELD TO BE ] [ BELOW] BENCHMARK/REFERENCE POINT L [ 3-0 1 [ INCHES ] ( ABOVE 1BENCHMARK/ REFERENCE POINT D FILL REQUIRED:[ 42.0 ]INCHES EXCAVATION REQUIRED: [ 96.0 ] INCHES was i&caneea contractor installing the system is reaponaible fox category of tank in accordance with s. 64E-6.013(3)(f), PAC. Home stubout invert to be 15 inches above reference point. Engineer to Certify installation Prior to inspection. Excavate 951 x 17' x 80 deep. Dual alternating pampa required. AudAo and visual alarms must be installed and working at final. SPECIFICATIONS BY; POLIS3XY, aoDI TITLE: APPROVED TITLE! DATE ISSUED: 5/5/06 Dw 4016, 03/97 (Ohe01eteS PrveViOUS editions which may net be used) (3t5ck =mbert 5744-001-401G-0) leaeae_cene_aaas-a� Euvironaental Spec St. Lucia — _cFuy EXPIRATION DATE: 11/5/07 Pang i of 1 Florida Building Code Online Page 1 of 4 i ` BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map •Links Search t a Product Approval USER: Public User S:gym r x • Product AVoroval Menu > Product or Application Search > Application List > Application Detail FL # FL7804-R1 i Application Type Revision Code Version 2004 Application Status Approved Comments Archived r w TR;3 FT1 ' Product Manufacturer Entegra Sales, Inc. Address/Phone/Email 819 S Federal Highway Suite 300 Stuart, FL 34994 (772) 223-0005 ext 122 I �jo nson rooftile.com tJ h OO Authorized Signature Terry Johnson tjohnson@rooftile.com i Tecphical Representative Scott Johnson Address/Phone/Email 819 S Federal Highway Stuart, FL 34994 (772) 223-0005 sjohnson@rooftile.com Quality Assurance Representative Terry Johnson http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwd)quovOjOHIp/o2bAMgsl79p/o2bkb9MWKvfy2YOTjTo%3d 1/31/2008 Florida Building Cade Online Address/Phone/Email Category Subcategory Compliance Method Certification Agency 819 South Federal Hwy Suite 300 Stuart, FL 34994 (800) 586-7663 tjohnson@rooftile.com Roofing Roofing Tiles _ ICertification Mark or Listing Miami -Dade BCCO - CER Referenced Standard and Year (of Standard) Standard ASTM C 1492 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved iummary of Products FL # Method 1 Option A 10/02/2007 11/20/2007 11/22/2007 12/11/2007 Number or Name 7804.1 IBella "High S" .imits of Use Approved for use in HVHZ: No Year 2003 iigh Profile Concrete Roof Tile certification Agency Certificate 03. df FL7804 RI C CAC NOA 06-0713 Page 2 of 5 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquovOjOHI%2bAMgsl79%2bkb9MWKvfy2YOTjTo0/P3d 1/31/2008 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Class A roof covering Bella "High S" liation Instructions FL7804 Rl II FRSA-TRI 4th Edition.pdf FL7804 R1 II NOA 06-0713.03.pdf Verified Bv: Gary W. Walker, P.E. 40455 Concrete Roof Tile Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7804 RI C CAC NOA 06-0324.0l.pdf Approved for use outside HVHZ: Yes Installation Instructions Impact Resistant: N/A FL7804 R1 II NOA 06-0324.0l.pdf Design Pressure: N/A Verified By: Gary W. Walker 40455 Other: (1) Class A roof covering (2) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and in non hiah velocitv hurricane zones 17804.3 JlBermuda Flat JIFlat Profile Concrete Tile Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7804 R1 C CAC NOA 06-0606.05.pdf Approved for use outside HVHZ: Yes Installation Instructions Impact Resistant: N/A FL7804 Rl II NOA 06-0606.05.pdf Design Pressure: N/A Verified By: Gary W. Walker 40455 Other: (1) Class A.roof covering (2) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and in non hiah velocity hurricane zones. 7804.4 IlBermuda Flat Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Class A roof covering Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Ifhpact Resistant: N/A Design Pressure: N/A Other: Class A roof covering Flat Profile Concrete Tile :ertification Agency Certificate FL7804 RI C CAC NOA 06-0713.02.pdf Astallation Instructions Verified By: Gary W. Walker, P.E. 40455 ium Profile Concrete Roof Tile ;ertification Agency Certificate F1-7804 RI C CAC NOA 06-0713.04.pdf :nstallation Instructions Verified Bv: Gary W. Walker. P.E. 40455 Profile Concrete Roof Tile Page 3 of 5 http//www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDquovOjOHI%2bAMgsl79%2bkb9MWKvfy2YOTjTo%3d 1/31/2008 Florida Building Code Online Page 4 0l 5 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7804R1 C CAC NOA 06-0310.05.bdf Approved for use outside HVHZ: Yes Installation Instructions Impact Resistant: N/A FL7804 RI II NOA 06-0310.05.odf Design Pressure: N/A Verified By: Gary W. Walker 40455 Other: (1) Class A roof covering (2) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and in non high velocity hurricane zones. 111117804.7 IlFlat/Skandia IlFlat Profile Concrete Roof Tile IIIII Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7804 j Rl C CAC NOA 06-0713.06.odf Approved for use outside HVHZ: Yes Installation Instructions Impact Resistant: N/A FL7804 RI II FRSA-TRI 4th Edition.bdf Design Pressure: N/A FL7804 RI II NOA 06-0713.06.Ddf Other: Class A roof coverinq Verified By: Gary W. Walker, P.E. 40455 is .units of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (1) Class A roof covering (2) Roof tiles may be n both high velocity hurricane zones (HVHZ) and in nor iigh velocity hurricane zones. nish "S" Profile Concrete Roof Tile Certification Agency Certificate FL7804 R1 C CAC NOA 05-0413.0LDdf Installation Instructions FL7804 R1 II NOA 05-0413.01.Ddf II Verified By: Gary W. Walker 40455 used Profile Concrete Roof Tile Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7804 R1 C CAC NOA 06-0606.06.Ddf Approved for use outside HVHZ: Yes Installation Instructions Impact Resistant: N/A FL7804'' RI II NOA 06-0606.06.Ddf Design Pressure: N/A Verified By: Gary W. Walker 40455 Other: (1) Class A roof covering (2) Roof tiles may be used irl both high velocity hurricane zones (HVHZ) and in non hi€ih velocity hurricane zones. 104.10 ,units of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Profile Concrete Roof Ti ;ertification Agency Certificate FL7804 R1 C CAC NOA 06-0713.05.Ddf '.nstallation Instructions http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquovOjOHI%2bAMgsl79%2bkb9MWKvfy2YOTjTo%3d 1/31/2008 Florida Building Code Online Page 5 of .5 Impact Resistant: N/A Design Pressure: N/A Other: Class A roof cove FL7804 RI II FRSA-TRI 4th Edition.odf FL7804 R1 II NOA 06-0713.05.Ddf Verified By: Gary W. Walker, P.E. 40455 Back Next 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 ©�12000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: Va'IS49M Sa[ured '}N I4PiA4yE VERIFY. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquovOj OHI°/g2bAMgsl79%2bkb9MWKvfy2YOTjTo%3d 1/31/2008 . FLORIDA MIAMM� NIIAMI DADS COUNTY, NON- BUILDING METRO -DADS FLAGLER BUILDING ME `UILDIINNG CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603. PRODUCT CONTROL DIVISION MIAMi, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildin¢codeonline.com Entegra Sales, Inc 819 N. Federal Highway, Suite 300 Stuart, FL. 34994 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in NON -High Velocity Hurricane Zone (NON-HVHZ) areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the NON -High Velocity Hurricane Zone (NON-HVHZ) of the Florida Building Code. DESCRIPTION: Estate "S" Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " NON-HVHZ Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words NON-HVHZ, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. 071304 NOI1gvoaro7 1/0407 _ 11 111 e1of4 4- Expiration Date: t Approval Date: t Pa•. ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation in as described in Section 2 of this Notice of Acceptance, designed to comply with the NON -High Velocity Hurricane Zone. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Entegra Estate `S' I = 16-1/2" ASTM C 1492 Low profile, interlocking, extruded concrete Roof Tile w =13" roof tile equipped with two nail hole and min. 1/2" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications Trim Pieces 1= vanes ASTM C 1492 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1 EVIDENCE SUBMITTED Test Aaencv Test Identifier Test Name/Report Date PRI Construction Materials, ESI-001-02-01 ASTM C 1492 11/06/06 Technologies 3. LIMITATIONS 3.1 This evaluation report is not for use in the HVHZ. 3.2 Fire classification is not part of this acceptance. Refer to FBC Section 1502.5 or current Approved Roofing Materials Directory for fire rating of this product. 3.3 Installation shall comply with manufacturer's current published instructions, but not less than the requirements of FBC Section 1507.3 and the FRSA/fRI,07320. 3.4 For mechanically attached tiles, attachment for wind load resistance shall be in accordance with FRSA/IRI 07320, 4th edition. 3.5 For mortar -set or adhesive -set tiles, attachment for wind load resistance shall be in accordance with FBC Section 1609.7.3 and the mortar or adhesive manufacturer's Product Approval. 3.6 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9B-72. NOA No. 06-0713.04 Expiration Date: 01/04/12 Approval Date: 01/04/07 Page 2 of 4 4. INSTALLATION 4.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with FRSAIM 07320 5. LABELING 5.1 All tiles shall be labeled as per the standard conditions herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. _ NOA No. 06.0713.04 Expiration Date: 01/04/12 Approval Date: 01/04/07 Page 3 of 4 Nail Holes PROFILE DRAWING ENTEGiu ESTATE "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE k1 NOA No. 06-0713.04 Expiration Date: 01/04/12 Approval Date: 01/04/07 Page 4 of 4 Florida Building Code Online Page 1 of 4 BCIS Home, Log In Submit Surcharge ,Y a Stats & Facts Publications FBC Staff BCIS Site Map Links Scorch a ` � Product Approwd xr USER: Public User Product Approval Menu > Product or Application Search > Application List > APPOCAN111nwaf r FL # FL5054 � Application Type New t 7` Code Version 2004 k Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Polyfoam Prod 11715 Boudrei Tomball, TX 7; (954) 579-1559 ext 205 bob@polyfoam.cc Robert Ferrante bob@polyfoam.cc Bob Ferrante 10798 N.W. 53rd. Street Sunrise, FL 33351 (954) 578-1559 bob@polyfoam.cc � )-� I �) 0 http://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvS26teXLNVumxJym%2bgAmg7aoHlaJ%2f7gYo%3d 3/9/2007 da Building Code Online Page 2 of 4 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By Certificate of Independence Mr. Pat Donahue 11715 Boudreaux Road Tomball, TX 773757370 (281) 350-8888 patd@polyfoam.cc Roofing Roof Tile Adhesives Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Intertek Testing Services- ETL/Wamock Hersey Gary W. Walker Referenced Standard and Year (of Standard Year Standard) ASTM D1621 1994 ASTM D1622 1993 ASTM D2126 1999 ASTM D2842 1994 ASTM D2856 1994 ASTM E84 2001 ASTM E96 2000 SSTD 11 1997 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvS26teXLNVutnxJym%2bgAmg7aoHlaJ%2f7gyollo3d 3/9/2007 Florida Building Code Online Page 3 of 4- Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D ,I Date Submitted 08/04/2005 Date Validated 08/16/2005 Date Pending FBC Approval 08/16/2005 Date Approved 08/24/2005 Summary of Products FL # 1 Model, Number or Name Description dual component expanding polyurethane roof the 5054.1 Polypro AH160 adhesive Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 5054 T er documentation Design Pressure: +/- letter FL5054 polyfoam.odf Other: 1.) This Evaluation Report is not for use in PTID 5054 T er080405FINAL Polypro the HVHZ. 2.) Product shall be installed and AH160 FL5054.odf monitored on -site by factory trained applicators PTID 5054 T ERD Cert of Independence.pdf approved and licensed by Polyfoam Products, Inc. 3.) Fire classification is not part of this evaluation. 4.) Minimum underlayment shall compy with FRSA/RTI 07320. 5.) Tile systems using Polypro@ AH160 are limited to installation on projects having an Aerodynamic Uplift Moment (Ma) or Moment Resistance (Mr) not greater than the Allowable http://wWw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvS26teXLNVumxJym%2bgAmg7aoHlaJ%2f7gYo%3d 3/9/2007 Florida Building Code Online Overturning Moment values set forth in Tables 1 and 2 of the Evaluation Report, 6.) Data in Table 1 relates to installation over a `30/90' underlayment system, as detailed in the FRSA/RTI 07320. Alternate underlayment systems to the'30/90' system include those underiayments having met the requirements of the FRSA Industry Recommendations for the Use of Underiayments Applied Under Pitched Roofing Components. The data in Table 1 also applies to such Back Next 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 po 2000-2005The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: WIN ® Egceck Page 4 of 4 ' Vedu3yn g sere rea VE RtFTr http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvS26teXLNVutnxJym%2bgAmg7aoHlaJ%2f7gYo%3d 1/9/2007 595 LEGACY REPORT Issued Nove Eeerr l�1,, 2000 ICC Evaluation Service, Inc. B"sne-Rt9"'"aOffice 0Mwal;ma"WRoad, Whttr'cafforrai9 ma(5c'g699 Regional Office a 900 Morddair Road. Suite A Bahr bwo, Nabors 35213 n (2a5) 59.49800 www.icc-eS,Org I Regional lxfiar a 4051 West Fbssmow Ram, Cw" aub kris, lirrs 60478 a(708) 793= Legacy report on the 1997 Uniform Building Coder , the 2000 international Building Code® and the 2000 international Residential Codes DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07325—Roof Tile Adhesive POLYPRO AH160 ROOF TILEADHESIVE POLYFOAM PRODUCTS, INC. 2400 SPRING STUEBNER ROAD SPRING, TEXAS 77389 1.0 SUBJECT Polypro AH160 Roof Tile Adhesive. 2.0 DESCRIPTION 2.1 General: Polypro AH160 roof file adhesive is an expanding adhesive used to adhere clay and concrete roof tiles to underiayments as described in this report over solid sheathing. Allowable wind resistance for various methods of adhesive application is noted in Tables 1 through 8 of this report for installation under the 1997 Uniform Building CodeTM (UBC), the 2000 International Building Code® (IBC), and the 2000International Residential Coder'" (IRC). 2.2 Materials: 2.2.1 Polypro AH160: Polypro AH160 roof file adhesive is a two -component expanding polyurethane foam plastic that is mixed and dispensed from a dispensing system provided by Polyfoam Products, Inc. The components are available in refillable tanks ranging in size from 17 to 350 gallons (64.3to 1325 L) when utilizing the Foampro dispensing system. The materials have a shelf life of 13 months when stored in unopened containers. Once the tank valves are opened, the chemicals must be used within 90 days. Refillable cylinders must be stored in an area where the chemical temperature is kept between 60'F and 90°F (15.6 and 32.2'C). When the storage or work area temperature drops below 507 (10'C), the chemical must be warmed to a working temperature of at least 60'F (150C). The components are also available in throwaway cylinders called PROPACW ranging in size from in 28 pound (PROPACKVe 30's) or 88 pound (PROPACK® 100's) (12.7 or 39.9 kg) tanks when using the PROPACe dispensing system. Once the cylinder valves are opened, the chemicals must be used within 30 days. PROPACe kits must be stored in an area where the chemical temperature is kept between 60'F and 90'17 (15.6 and32.2'C). W hen the storage or work area temperature drops below 507 (10'C), the chemical must be warmed to a working temperature of at least 70`F (21.1 C). The foam plastic adhesive, when applied in such a fashion to be representative of actual installation conditions, has a flame -spread rating of 75 or less when tested in accordance with UBC Standard 8-1 (ASTM E 84). Concrete and day tiles adhered to the roof substrate using Polypro AH160 Roof Tile Adhesive maintain their respective roof fire classifications when used with tiles having the size and shape specified in Section 2.2.5 of this report. 2.2.2 Polyset Stormcheck: Stormcheck is used to attach hip and ridge files and to seal the junction between hip and ridge frames and field tiles. Stormcheck is identical to the Polypro AH160 materials except it is grey in color. 2.2.3 Roof Deck: Roof decks must be plywood panels having a u/ta span rating bonded with exterior glue, and must comply with UBC Standard 23-2 (US DOC PS-1). Minimum plywood thicknesses are specified in Table 1, 2 or 3. 2.2.4 Underlayment: Underlayment must be as described in Table 1, 2 or 3 and Section 2.3.1 of this report and must be listed by an agency accredited by ICBO ES. 2.2.5 Roof Tile: Roof tiles must be regular -weight clay or concrete ties, and must be recognized in a current ICBO ES evaluation report. The evaluation report on the tiles must reference this evaluation report. Regardless of shape, tiles must be single -lapped interlocking with a minimum head lap of not less than 2 inches (51 mm); must have an exposed length between 1.0 and 1.75 feet (305 and 633 mm); must have an exposed width between 0.67 and 1.25 feet (204 and 381 mm); and must have a maximum thickness at the tali of 1.3 inches (33 mm). Tiles may also be conventional barrel - shaped tiles having a minimum rise -to -width ratio of 1:4. The files must have a maximum file Motor of 1.41. The tile factor is defined as TF = 0.76 Lew, where L is the tile length and w is the file width in inches (SI: TF = 12 454 Lew, where L and w are in mm). For the purposes of this report, flat- and low -profile tiles have a rise equal to or less than 112 inch (12.7 mm) and a rise - to -width ratio of less than or equal to 1:5; medium -profile tiles have a rise greater than'/2 inch (12.7 mm) and a rise -to -width ratio less than or equal to 1:5; high -profile tiles have a rise to width ratio greater than 1:5. 2.3 Installation: 2.3.1 Undertayment: Underlayment must be as described in either Section 2.3-1.1 or Section 2.3.1.2 of this report. 2.3.1.1 Single-plyUndedayment:Single-plyundedayments are limited to roof pitches between 4:12 and 12:12 (33'/2% ICC.EStegacyrd)Prt rewtsobetoot daT reprvseartn8 aced&ksworry ot/w ntlributu not sPrc+% Y�dreu'ed. wr °re ilwyrobecomwdas i. an endorsement Gfthesubjeet offM r¢portwarerommendaaanfw fxe use77meiT na xmrmnty by7CC&vafuatwn Serviw. Irc., erpress or implted,mto anyfuWingw odw marter in rhie reyorx was t0 arrypradur+co+'aed 6y the reporx `'�r.vo„r"� 1.. Page 1 of 14 .I Copyright ®2005 - j. 1� Page 2 of 14 ER-5595 j and 100%). The underayment consists of a single layer of 90-pound, mineral -surfaced roll roofing complying with ASTM D 249. The underlayment is applied horizontally along the roof line and is mechanically fastened to the plywood deck with No. 11 gage smooth or ring shank, corrosion -resistant roofing nails with I%4rich-diameter (41.3 mm) tin caps, spaced in accordance with the fastening requirements of Table 1 or Table 2. Nails must be of sufficient length to penetrate the deck a minimum of % inch (19.1 mm) or through the thickness of the sheathing, whichever is less. The underayment must be installed with a weave pattern at all valleys. The base ply must extend 4 inches (102 mm) up vertical surfaces. 2.3.1.2 Hot Mop 30190 Underlayment: The 30190 undedayment is permitted to be used on all roof slopes between 2'/2:12 and 12:12 (21% and 100%). A base ply consisting of ASTM D 226-97a, Type II, asphak-saturated felt must be applied over the roof deck with 2-inch (51 mm) head laps and 6-inch (152 mm) end laps, and must be attached to the deck using No. 11 gage, smooth, ring or screw shank, corrosion -resistant roofing nails and is/r-inch-diameter (41.3 mm) tin caps spaced in accordance with the fastening requirements in Table 3 of this report. Nails must be of sufficient length to penetrate the deck a minimum of 3/4 inch (19.1 mm) or through the thickness of the sheathing, whichever is less. The undedayment must be installed with a weave pattern at all valleys. The base ply must extend 4 inches (102 mm) up vertical surfaces. The top ply consists of one layer of 90-pound, mineral - surfaced, asphalt roll roofing complying with ASTM D 249. The top ply is applied over the base ply with a full mopping of ASTM D 312, Type IV, asphalt applied at 25 pounds per 100 square feet (121 kg/mj, minimum. Headlaps and endlaps in the top ply must be a minimum of 3 inches (76 mm) and 6 inches (152 mm), respectively. The top ply must be backnailed using roofing nails and tin caps described for the base ply, located a minimum oft inch (25.4 mm) from the top edge of the sheet and spaced a maximum of 12 inches (305 mm) on center. 2.3.2 Flashing: Flashing must be installed in accordance with FRSA/NTRMA 07320*, and with Sections 1508 and 1509 of the UBC or Section 1507.3.9 of the IBC. 2.3.3 Eave Treatment: Eave treatment must be in accordance with FRSA/NTRMA 07320*. 2.3A Battens: When used, battens must be minimum 1-by- 2 pressure -treated wood. The battens are fastened to the sheathing with three 8d [0.120-inch-diameter (3 mm)] corrosion -resistant ring shank nadsfor each 4-foot (1219 mm) batten. A'/,inch (12.7 mm) space must be left between the ,foot -long (1219 mm) battens. 2.3.5 Tile Application: Tiles must be installed in accordance with Polyfoam Products, Inc., installation instructions. The file and roof underlayment must be clean and dry at the time of application. The quantity and location of adhesive application must be as determined from Tables 6 through 8 and Figures 1 through 5, as applicable. The maximum adhesive -to -tile contact area must not exceed 33 percent of the exposed area of the tile. The foam adhesive is not Ple nitted to be installed under the head lug of the tie or into tho side interlock between tiles. The file must be placed betwegh 1 and 2 minutes after application of the adhesive. The flits may be adjusted during that period, provided the tile is not lifted free and clear of the adhesive. If it is necessary to lift the tie free and clear of the adhesive, the adhesive must be reapplied. Nailing of roof tiles is required as follows: 1. For roof slopes above 6:12 (50%), the save course must be fastened with one code -complying nail per tile, in addition to the adhesive. 2. For roof slopes above 6:12 (50%), up to and including 7:12 (58.3%), every third tile in every fifth course must be fastened with one code -complying nail, in addition to the adhesive. . 3. For roof slopes above 7:12 (58.30/6), every file must be nailed in addition to the adhesive, except for tiles with batten lugs installed over wood battens. When using battens, tile headlap must be 3 inches (76 mm) unless the roof file is recognized for other headlaps in the evaluation report on the tile, and preformed flashing with metal edge returns must be used. 4. Nails must be as specified in the applicable code for roof tile attachment. Plastic cement must be applied to seal all nail penetrations of the undedayment, except when use is made of battens and preformed flashing with metal edge returns. Installation of tiles at wall abutments, valleys and plumbing stacks must be in accordance with FRSA/NTRMA 07320*. 2.3.6 Hips and Ridges: 2.3.6.1 Hip and Ridge Nailer Board; The nailer board must be of nominal 2-by wood of sufficient height to accommodate the the profile. The nailer board must be attached to root framing spaced a maximum of24 inches (610 mm) on center, using minimum 3/,-inch-wide (19.1 mm), No. 22 gage, galvanized steel straps or brackets. Each end of the strap or bracket must be fastened to the framing with one corrosion - resistant 10d common or box nail or a No. 8 wood screw, 01 sufficient length to penetrate the framing a minimum of V],, inches (38 mm) for nails and inch (19.1 mm) for screws. Before installation of the hip and ridge tiles, the junction between the wood nailer board and the field file must be sealed by application of a bead of Polyset STORMCHECK roof file adhesive on both sides of the nailer board. The hip and ridge tiles are attached to the nailer board with a'/; inch - thick (19.1 mm), V1,4nch-wide (38 mm) bead of adhesive along the full length of the tile. See Figure 6. 2.3.6.2 Metal Hip and Ridge Frame: Metal frames for hips and ridges must be minimum No. 26 gage galvanized, preformed steel having a flinch -wide (102 mm) top with a'/, - inch (12.7 mm) dip in the center. The metal frame must be attached to minimum 1513,inch-thick (11.9 mm) plywood deck using 11/,4nch-long (31.8 mm), No. 11 gage, hot -dipped galvanized roofing nails spaced at 6 inches (152 mm) on center on each side of the ridge or hip. Before installation of the hip and ridge tiles, the junction between the metal frame and the field file must be sealed by application of a bead of Polyset STORMCHECK roof tile adhesive on both sides of the nailer board. The hip and ridge files are attached to the metal frame with a'!4 inch -thick (19.1 mm), 2-inch-wide (51 mm) bead of adhesive along the full length of the tile. See Figure 6. 2.3.7 Rake Tile: Rake file must be atached with two 10d, hot -dipped, galvanized box nails per tile. The nails muss penetrate wood framing a minimum of/, inch (19.1 mm). The first file is installed to the exposed length of the first course of tiles. Each succeeding file must be abutted to the nose of the field file above, maintaining constant headlap, and must be pointed with mortar to match the the surface along the inside edge. The factory finish end of rake tiles must be installed toward the save. 2.4 Design: i ER-5595 Page 3 of 14 2.4.1 Undedayment: The required design pressure for the building must be determined from Table 4 or Table 5, based on basic wind speed, roof slope, building height and importance factor. The fastener spacing for the selected underlayment (single -ply, single -ply with battens or two-ply) is then determined from Table 1, 2 or 3, as applicable. The allowable uplift resistance determined from Table 1, 2 or 3 must be equal to or greater than the required design pressure determined from Table 4 or 5. 2.4.2 Tile: The required aerodynamic uplift moment, M„ for the tiles must be determined from Table 7 or 8, based on basic wind speed, roof pitch, building height and importance factor. The allowable aerodynamic uplift moment for each type of adhesive application (small paddy, medium paddy, large paddy, two paddy or dual stacked paddy) is indicated in Table 6. The allowable uplift moment determined from Table 6 must be equal to orgreaterthan the: required uplift moment determined from Table 7 or 8. 2.5 Special Inspection: Special inspection in accordance with Sections 1701.1, 1701.2 and 1701.3 of the UBC or Section 1704.13 of the IBC is required for installations using adhesive systems. The special inspector must ensure that the roof tiles are installed in accordance with this evaluation report and with the ICBO ES evaluation report on the roof tiles, and must record product description, expiration date, underlayment application, tile type, adhesive application, and conditions at time of installation and nailing, if applicable. 2.6 Identification: Each container of PolyPro AH160 and STORMCHECK roof tile adhesive is labeled with the P'olyfoam Products, Inc., name and address, the product name, and the evaluation report number (ICSO ES ER-5595). 3.0 EVIDENCE SUBMITTED Date and reports of tests in accordance with the ICSO ES Acceptance Criteria for Adhesive Attachment of Concrete or Clay Roofing Tiles (AC152), dated September 1999. - 4.0 FINDINGS That the PolyPro AH160 and STORMCHECK roof tile adhesives described in this report comply with the 1997 Uniform Building Codei°, the 2000Intemational Building Code® and the 2000 International Residential Code-, subject to the following conditions: 4.1 The products are identified and installed in accordance with this report and the manufacturer's instructions. 4.2 Adhesive application of tiles is limited to conventional concrete and clay roofing tiles described in Section 2 -2 of this. report. The tiles must be recognized in a current ICBO ES evaluation report permitting adhesive application. 4.3 Application is in accordance with Section 2.4 of this report. 4.4 Special inspection is provided as required in Section 2.4 of this report. 4.5 Installation of roof tiles with the adhesive system is restricted to areas In which the mean average rainfall does not exceed 20 inches (508 mm) and the average of the daily lows for any month is at least 30-F (4.1-C). This report is subject to re-examination In one year. -For the purposes of this report. FRSA/NTRMA 07320 refers to the Concrete and Clay Roof Tile Installation Manual, second edition, dated January 1998, published by the Florida Roofing, Sheet Metal and Air Conditioning Contractors Association, Inc. (FRSA), and the National Tile Roofing Manufacturers Association (NTRMA). Page 4 of 14 TAR[ 1-ALI_DWARLE UPLIFT RESISTANCE FOR THE SINGLE -PLY UNDERLAYMENT SYSTEM ER•5595 SINGLE PLY UNDFRIA'rMENr FASTENING SYSTEM"ONE ROW w FIELD) Attachment Fm (iuhas o/c) Lap Gnehoa o/c) AWarabk Uplift Resistance (04 Bx(Ir h. pSbeet (Incltea Wc) /502, Smeoth tah2. SmooN Detomntll One row in the field, one row at the tap. (Direct Deck) 12 6 WA 23.830.2 34.3 11 6 WA 24. 31.1 35.4 10 6 WA 25.4 R28.9 32.2 36.6 9 6 26.5 33.5 38.1 8 6 N/A 27.8 35.2 40.0 7 6 WA 29.5 37.4 42.5 8 WA 31.8 36.1 40.2 45.7 5 6 NIA 34.9 39.8 44.3 50.3 4 6 N/A 39.7 45.2 50.3 57.2 3 6 NIA 47.6 54.2 60.4 68.8 SINGLE -PLY UNDERLAYMENT FASTENING SYSTEMS -TWO ROWS IN FIELD) Attadw.t linchutlak) Unohn ok) Allowable Uplift Reelatance (psO BaeW W I Gp Sheei (inches Oki 1513Z SmonN Daformetll 19132, Smooth Oelonne4t Two rows staggered in the field, one row at the lap. (Direct Deck) 12 6 NIA 33.8 42.8 48.6 11 6 WA 35. 40.0 44.6 50.7 10 6 WA 36.9 42.0 46.8 532 9 6 39.0 44A 49.5 56.2 . 8 8 WA 41.7 47.4 52.8 60.0 7 6 N/A 45.1 51.3 57.1 64.9 6 N/A 49.6 56.5 62.9 71.5 5 6 N/A 56.0 63.7 70.8 80.6 4 6 WA 65.5 74.6 83.0 94.3 3 6 WA 81.4 92.6 103.1 1172 SINGLC PLY UNBERLAYINENT FASTENING SYSTEMS -(THREE ROWS IN FIEIA) AttaMment Fkltl (inMu olcl tep Gnahu ok) AWwable Uplift Resivance (WO Bx(; Oap Shut (itrchu Wc) 1sos, SmaoN Oerormetlt 1vsz, Smoath Darotmatlt Three rows staggered in the field, one row at the lap. (Direct Deck) 12 6 WA 41.7 52.8 60.0 11 6 WA 43. 49.9 55.6 63.2 10 5 N/A 46.5 52.9 58.8 66.9 9 6 49.6 58.5 62.9 71.5 8 8 N/A 53.6 61.0 67.9 77.2 7 6 WA 58.7 66.8 74.4 84.5 6 WA 65.5 74.5 63.0 94.3 5 6 WA 75.0 85.4 95.1 108.1 4 6 N/A 89.3 101.6 1132 125.6 3 B WA 113.2 128.8 143.3 163.0 For SI: 1 inch = 25.4 mm, 1 psf = 0.0479 kPa. Note 1 Deformed shank is inclusive of either a ring or screw shank nail. Page 5 of 14 TABLE 2--ALLOWABLE UPLIFT RESISTANCE FOR THE SINGLE -PLY UNDERLAYMENT WITH BATTENS SYSTEM ER-5595 SINGLE -PLY WNN BATTENS UNDERLAYNENT FASTENING SYSTEMS -{ONE ROW IN FIELD) ApaehmerE QnMu de) QCWes dc) Atloualde Uplift Raehfanw (paQ SheK Bac(W Cape) (belles de) 15l32, SmooU+ etl+ Sncob Dobmietl+ One row In field, one row a1214he lap, and battens 14, a/c. 12 6 N/A 40.38 51.0 55.1 11 6 NA 41 51.9 56.2 10 6 WA 41.9 P45-4 53.0 57.4 9 6 42.9 6 54.4 59.0 8 6 NA 44.2 1 56.0 60.8 7 6 NA 46.0 0 68.2 63.3 6 NA 48.2 52.6 61.1 66.6 5 6 NA 51.4 56.2 65.1 71.1 4 6 NA 56.2 61.6 71.1 78.0 3 6 NA 64.1 70.7 81.2 89.4 SINGLE VWITN BATTENS UNDEIUAYMENT FASTENING SYSTEMS -(TWO ROWS IN FIELD) Aeadmlent Halo enNea dc) Lap Md+n dc) All, a Uplift Res44aime Quo sswiNl Cap Bneet (bast del 1&A 91awtll DafarmeE+ 15/32. Smwth OafemuE+ 'intro rows staggered in the field, one row at the lap, and battens2 14 ae. 12 6 NA 50.2 .9 63.6 69.4 11 6 NA 56.5 $5.4 71S 10 6 N/A 53.4 58.5 67.6 74.0 9 6 A 56.5 60.9 70.3 77.0 8 6 NA 58.2 63.9 73.6 80.9 7 6 NA 61:8 67.8 78.0 $5.8 8 NA 66.1 729 83.7 92.3 5 6 NA 72.4 80.2 91.7 101.4 4 6 NA 82.0 91.0 103.8 115.2 3 6 NA 97.8 109.7 123.9 138.0 SINGLE -PLY MATH BATTENS UNDERLAYMENT FASTENING SYSTEIN--(17HREE ROWS IN FIELD) MUM AtbC FINE (inNaa o/c) Lep (bd,ec dc) AllowablC Uplift Reaiabnce (psU (in BxCap Sleet (btl+as WC) 1 YR, SmroW ONCm+ed+ 19J3Z. Smoot DerameE+ Three rows staggered in the field, one row at the lap, and battens2 14, as 12 6 NA 58.2 73.6 80.9 11 6 N/A 60. 66.4 76A 84.0 10 6 NIA 62.9 69.3 79.6 87.7 9 6 66.1 72.9 83.7 92.3 6 8 N(A 70.1 77.4 88.7 98.0 7 8 N/A 75.2 83.2 95.2 105.4 6 N/A 82.0 91.0 103.8 115.2 5 6 N/A 91.5 101.8 115.9 128.9 4 6 NIA 105.8 118.1 134.0 149.5 3 6 N/A 129.6 1452 164.2 183.8 For SI: 1 Inch = 25.4 mm, 1 psf = 0.0479 kPa Note 1: Deformed shank is inclusive of either a ring or screw shank nail. Note 2: Battens density was based on 3 - 8d -.0120 diameter ring shank nail per 44 batten, spaced 14, c/o. Page 6 of 14 TARI c L I I AWARI F ION IFT RESISTANCE FOR THE TWO-PLY UNDFM AYMENT SYSTEM ER-5595 TWO-PLY UNDERLAYMENT FASTENING SYeTEMa-{TWO ROWS IN FIELD) ADaclwn (Inchesddc) (Inch °o/c) Allowable Upra Resistance (Pan Badman cap Sheet anchee Wo) 15132, law, SaooM Gaformedt Smooth Ddomwdt Two rows staggered in the field, one row at the lap, and one row at the top edge of the - cap shoot. 12 6 12 41.6 47.4 52.7 60.0 11 6 12 43.1 49.1 54.6 62.1 10 6 12 44.9 51.0 56.8 64.6 9 6 12 47.0 53.5 59.5 67.7 8 6 12 49.6 56.6 62.9 71.5 7 6 12 53.0 60.3 67.2 76.4 6 6 12 57.6 65.5 72.9 82.9 5 6 12 63.9 72.7 81.0 92.0 4 6 12 73.5 83.6 93.0 105.8 3 6 12 89.3 101.E 113.2 128.E TWO-PLY UNDERLAYMENT FASTENING SYWEMS-MMM ROWS IN nELD) Atta am Fwd NaW.) Up G.M. W.) Adowa Uplift ResuMnce (Pan Bxknall cap Sheet (1M . ole) 15P32, 19/32, SmeoM Ddormadt sa o mft, mo,n Three rows staggered in the field, one row at the lap, and one row at the top edge of the cap sheet. 12 6 12 49.6 56.5 62.9 71.5 11 6 12 51.8 58.9 65.6 74.6 10 6 12 54A 61.9 68.9 78.3 9 6 12 57.6 65.5 72.9 82.9 8 6 12 61.5 70.0 78.0 86.6 7 6 12 66.6 75.8 84.4 96.0 6 6 12 73.5 83.6 93.0 105.8 5 6 12 83.0 94.4 105.1 119.5 4 6 12 97.3 110.7 123.2 140.1 3 6 12 121.1 137.8 153.4 174.4 TWO-PLY UNDERLAYMENT FASTENING SYSTEMS -(FOUR ROWS IN FIELD) AttedmisM CmcGlw oh) 0^See°dc) Allowable Uplift Resistanw DRO BaeM" Cap sheet inches dc) 13+7l, 111132. smooth Dermmedt SmmM DNmmed+ Four rows staggered in the field, one row at the lap, and one row at the top edge of the will shoat. 12 6 12 55.6 66.6 74.2 84.3 11 6 12 61.4 69.9 7T8 88.5 10 6 12 64.9 73.9 82.2 93.5 9 6 12 69.2 78.7 87.6 99.6 8 6 12 74.4 84.7 94.3 107.2 7 6 12 81.3 92.4 102.9 - 117.0 6 6 12 90.3 102.8 114.4 130A 5 6 12 103.0 1172 130.5 148.4 4 6 12 122.1 138.9 154.6 175.8 3 6 12 153.9 175.1 194.9 221.6 For SI- 1 inch = 25.4 mm, 1 pal = 0.0479 kpa. Note 1: Deformed shank is inclusive of either a ring or screw shank nail. Page 7 of 14 ER-5595 TABLE 4-REQUIRED UNDERLAYMENT DESIGN PRESSURES, p (psf) - (Standard or S ciai Occupancy Structures) ( For Fitches 2:12 < = 7:12 ) BASIC WIND SPEED2, V. (-Ph) ASCE 7-98-V3s 85 90 100 105 110 120 125 130 140 145 150 170 UBG-Vfm Height (ft) above ground level, z 70 75 80 85 90 100 105 110 120 125 130 150 0 -15 47.0 52.7 65.0 71.7 78.7 93.6 101.6 109.9 127.4 136.7 146.3 187.9 20 49.4 55.4 68.3 75.4 B23 98.4 10&8 115.5 134.0 143.7 153.8 197.5 25 51.3 57.6 71.1 78.3 88.0 102.3 111.0 120.1 139.3 149.4 159.9 205.3 30 53.0 69.4 73.3 80-9 88.7 105.6 114.6 123.9 143.7 154.2 165.0 212.0 40 55.7 62.5 77.1 86.0 93.3 111.0 120.5 130.3 151.1 162.1 173.6 222.8 50 57.9 64.9 80.2 88.4 97.0 115.4 125.2 135.6 157.1 168E 180.3 231A 60 59.8 67.0 82.7 91.2 1 100.1 119.1 728.3 139.8 162.2 174.0 186.2 239.1 .TABLE 4A-REQUIRED UNDERLAYMENT DESIGN PRESSURES, p (psf) (Standard or Special Occupancy Structures) ( For Pitches < 7:12 ) eASIC'WIND SPEEOW, vc (.Ph) ASCE 7-98-Ws 85 90 100 105 110 120 125 130 140 145 150 1 170 UBC-VrM 70 75 130 85 90 46.9 100 55.9 105 60.6 110 65.6 120 76.0 125 81.6 130 87.3 150 112.1 Height (8) above ground level, z 0 -15 28.0 31.4 38.6 42.8 20 29.8 33.4 41.2 45.4 49.9 59.3 64.4 69.6 80.8 86.6 92.7 119.1 25 31.2 35.0 43.2 47.6 52.3 62.2 67.5 73.0 84.7 90.8 97.2 124.8 30 32.4 36.4 44.9 49.5 54.3 64.6 70.1 75.9 88.0 94.4 101.0 129.7 40 34.5 7 38.6 47.7 52.6 57.7 68.7 74.5 80.6 93.5 100.3 107.3 137.8 50 36.1 40.5 SD.0 55.1 60.5 72.0 78.1 84.5 1 98.0 106.1 112.5 144.4 60 37.5 1 42.1 51.9 3Z3 62.8 74.8 812 87.8 1 101.8 109.2 116.9 150.1 For SI: 1 mph = 1.61 Imvh, 1 foot = 304.8 mm, 1 psf = 0.0479 kPa. Note 1: There are two methods for measuring the basic wind speeds. ASCE 7 uses a 3 second gust (Vss) and the UBC uses a fastest inile (Vim Note 2: The required design pressures are based on worst case scenario, coastal construction and areas of discontinuities. Page 8 of 14 ER-5595 TABLE 5-REQUIRED UNDERLAYMENT DESIGN PRESSURES, p (pst) ( Essential or Hazardous Facilities) f For Pitches 2,12 < = 7-12 ) ASCE 7-98- Vas 1 85 90 100 105 1 110 120 1 125 130 140 145 170 UBC-Vfm Heigh (tt) above ground level, z 70 75 80 85 90 100 105 110 125 130 150 0 -15 54.0 60.6 74.3 82.4 90.5 .7 116.8 126.4 146.5 157.2 1682 216.1 20 56.8 63.7 7f 8 86.7 .1 113.2 122.8 132.8 154.1 165.3 176.8 227.2 25 59.0 66.2 81.7 0.1 98.9 117.7 127.7 138.1 16D.2 171.8 183.8 236.1 30 60.9 68.3 .3 93.0 102.1 121.5 131.8 142.5 165.3 177.3 189.8 243.7 40 64.1 1.8 88.7 97.8 107.3 127.7 138.5 149.9 173.8 186.4 199.5 266.3 50 66.6 74.7 92.2 ' `'101.8 111.5 132.7 144.0 155.8 180.7 193.8 207.4 286.4 0 68.7 77.1 95.1 104.9 116.1 137.0 145.7 160.8 188.5 _ 200.0 214.1 275.0 TABLE SA --REQUIRED UNDERIAYMENT DESIGN PRESSURES, p (psf) ( Essential w Hazardous Facilities) BASIC WIND SPEEDr, M (mph) ASCE 7-98- Vas 85 90 100 105 110 120. 125 130 140 145 170 UBC - VIM 70 75 80 85 90 100 105 110 0 125 INNE 130 150 Height(it) above ground level. zIN 32.2 36.1 44.6 0-15 49.2 54.0 .2 69.7 75.4 87.4 93.8 100.4 128.9 20 34.2 38.4 471 52.3 .3 68.2 74.1 80.1 92.9 99.6 106.6 137.0 25 35.9 40.2 49 7, 54.8 60.1 71.5 77.6 $3.9 97.4 104.4 111.8 143.6 40 39. 44A 54.8 .60.5 B6*4 79.0 85.7 92.7 107- 115.3 123.4 158.5 50 41.5 46.6 57.5 63.4 69.5 82.8 89.8 97.1 112.7 120.8 129.3 166.1 Bo 1 43.2 1 48.4 1 59.7 1 65.8 " 72.3 1 86.0 93.3 1 100.9 117.1 125.6 134.4 172.6 For st: 1 mpn = 1.57 acorn, 1 reef = 304.8 mm, 1 psr = 0.0479 KPa. Note 1: There are two methods for measuring the basic wind speeds. ASCE 7 uses a 3 second gust (V,,) and the UBC uses a fastest mile (VQ. Note 2: The required design pressures are based on worst case scenario, coastal construction and areas of discontinuities. TABLE 6-POLYSETr AH -160 TOTAL ALLOWABLE AERODYNAMIC UPLIFT MOMENT VALUES Tits Pmfih+ A OSlve pleeo tV Allpwa6lp Upllh trp,,,ant� Ifaot-pounm) Flat/low Small Paddy 35.5 Medium Or 24.8 High Paddy Placement 1 28.5 Flat/bw, Medium Paddy 76.8 Medium Or 51.3 High Paddy Placement 2 53.5 RatRow 120.3 Medium Large Paddy 89.5 High Or 69.0 2 Place Barrel -Clay Paddy Placement 3 181.5 2 Piece Barrel -Concrete 126.8 FlatRow Two Paddy Placement 48.3 Medium Or 49.8 High Placement 4 36.8 Flatilow Dual Stacked Paddy 58.6 Medium Or 43A High Placement 5 38.5 Note 1: See Sedan 2.2.5 for definition of file profiles. Note 2: See Figures 1 through 5 of this report for typical installation details on adhesive placement. Note 3: Select a paddy placement with an allowable uplift moment value equal to or higher than the required aerodynamic uplift moment as listed in Table 7 or 8. i Page 9 of 14 ER-W95 WIi,CH(--YO- V3S OJ UBC -Vrm 70 light (R) above round level, z 0-15 17.8 20 18.7 25 19.4 30 20.1 40 21.1 TABLE 7-REQUIRED AERODYNAMIC UPLIFT MOMENT, Mal - (Standard or Special Occupancy Structures) (For Pitches 2:12<=7:12) SMIC Mo SPEED[, Y, (mph) 90 100 105 110 120 125 1311 140 145 150 170 75 80 85 90 100 105 110 io 125 130 150 . 19.9 24.6 27.1 29.8 35.4 38.4 41.9 48,2 51.7 55.4 71.1 i 21.0 25.9 28.5 31.3 37.2 40.4 43.7 50.7 54.4 58.2 74.7 21.8 26.9 29.6 32.5 38.7 42.0 45.4 527 56.5 60.5 77.7 22.5 27.8 30.6 33.6 40.0 43.4 46.9 54.4 58.4 62.4 80.2 23.6 29.2 32.2 35.3 42.0 45.6 49.3 57.2 61.3 65.7 84.3 24.6 30.3 33.4 1 36.7 •. 43.7 47.4 51.3 592 63.8 682 87.7 25.4 31.3 34.5 37.9 45.1 1 48.9 52.9 61.4 85.8 70.4 90.5 TABLE 7A-REQUIRED AERODYNAMIC UPLIFT MOMENT, Mal (Standard or Special Occupancy Structures) ( For Pitches < 7:12 ) aA51Cw1NDSPEED2,V,(.ph) ASCE 7-98- V3s 85 9t18. 115 110 120 125 1311 140 145 150 1711 UBC - Vfm 70 75 90 100 105 110 120 125 130 150 Haigh (ft) above ground level, z 0-16 11.6 13.8 19.5 23.2 25.2 27.2 31,6 33,9 36.3 46.6 20 12.4 12.9 20.7 24.7 26.7 28.9 33.6 36.0 38.5 49.5 25 13.0 14.8' 2t7 25.8 28.0 30.3 35.2 37.7 40.4 51.9 30 13.5 15.6 22.6 26.8 29.1 31.5 36.5 39.2 42.0 53.9 40 14.3 161.8 24.0 28.5 31.0 33.5 1.6 44.6 572 50 15.0 16.8 20.8 22.9 25.1 29.9 32.4 35.1 #40.743.7 46.7 60.060 16.6 17S 21.6 23.8 26.1 31.1 33.7 36.5 5 448.5 62.4 Fnr Rh 1 mnh = t R1 km/h 1 fnnt = %fM R mm. 1 rAfF 0.nd7Q kPa Note 1: The aerodynamic uplift moments (R4a are based on a file factor (TF) of 1.407 as defined in Section 2.2.5 of this report. Fora (TF) larger than 1 AC the (Ma) must be adjusted. For a (TF) smaller than 1.407 the values above can be used and are considered conservative or adjustments can be mac as follows: Example: A tile is 18, in length (L) _ (18 ! (12,�= {1.5 ft. the exposed width is 12, in width, (w) _ (72,) J (12J = (1.0 R.). Calculate the 5 factor. Using thisformula(fF)=(0.75)x(L� x(w);(T =(0. 6)x(1.5) x(1.0)=1.71. Find the appropriate value for thejob conditions. In this example we are using the UBC wind map, 70 mph basic wind speed, 304 mean roof height, standard occupancy budding, with a 5:12 pitch. Using Table 4, h = 20.1 ft. lbs. To adjust the M er the tale factor of 1.71 in the example above, fake the (M.)11.407x(TF)=(20.1)/ 1.407 x(1.71)=24.4 ft. lbs. Use paddy placement with a resisatance value equal to or higher than 24.4 ft lbs. Note 2: There are two methods for measuring the basic wind speeds. ASCE 7 uses a 3 second gust (V3s) and ft UBC uses a fastest mile (Vfir). Note 3: The aerodynamic uplift moments are based on worst case scenario, coastal construction and areas of discontinuities. Page 10 of 14 TABLE 8-REQUIRED AERODYNAMIC UPLIFT MOMENT, Mai ( Essential or Hazardous Facilities) ( For Pitches 2:12 c = 7:12 ) ER•5595 enslc vnxo spsrEo�, w (ppn1 ASCE 7-98- V3s 85 90 100 105 1 110 120 125 130 1 140 14 50 170 UBC -Vfm 70 75 80 85 90 100 105 120 125 130 150 Height (ft) above ground level, z 0 -15 20.4 22.9 28.3 31 34.2 40.7 44.2 47.8 55.5 59.5 63.7 81.8 20 21.5 24.1 32.8 36.0 42.8 46.5 50.3 58.3 62.5 66.9 86.0 25 22.3 30.9 34.1 37.4 44.5 48.3 52.3 $0.6 65.0 69.6 89.4 - 30 23.1 25.9 31.9 35.2 38.6 46.0 49.9 53.9 62.6 67.1 71.8 92.2 40 27.2 33.6 37.0 40.6 48.3 52.4 56.7 65.8 .70.5 75.5 07.0 TABLE BA -REQUIRED AERODYNAMIC UPLIFT MOMENT, Mal ( Essential or Hazardous Facilities) ( For Pitches < 7:12 ) BASIC WIND SPFF02, V. (mph( ASCE 7-98 - V3s 85 90 100 105 110 120 125 130 140 1 150 170 UBC - VIM 70 75 80 85 90 100 105 120 125 130 150 Height ground (k)levelabove , z 0 -15 13A 15.0 18.5 2 22.4 26.7 29.0 31.3 36.3 39.0 41.7 536 20 14.2 15.9 21.7 23.8 28.4 30.8 33.3 38.6 41.4 44.3 56.9 25 14.9 1 20.6 22.7 25.0 29.7 32.2 34.9 40.4 43.4 46.6 59.6 30 15.5 17.4 1 21.4 23.6 25.9 30.9 33.5 36.1 42.0 45.1 48.2 62.0 40 18.5 1 22.8 25.1 27.6 32.8 35.6 385 1 44.7 147.9 51.3 65.8 50 17.3 19.3 23.9 26.3 1 28.9 34A - 37.3. 40.4 1 46.8 150.2 53.7 69.0 0 17.9 20.1 24.8 27.4 30.0 35.7 38.8 - 41.9 1 48.6 1 52.2 55.8 71.T For Si: 1 mph = 1.61 km/h, 1 toot = 304.8 mm, 1 pst = 0.0479 kPa. Note 1: The aerodynamic uplift moments (Me1are based on a ills factor (TF) of 1.407 as defined In Section 2.2.5 of this report For a (TF) largerthan 1.407 the (Ma) must be adjusted. For a (TF) smailer than 1.407 the values above can be used and are considered Conservative or adjustments can be made as follows: Exampple: A file is 18, n length (L) _ (18,) I (12, _ (1.5 ft.)2 the exposed width is 12, in width, (w) _ (12J / (12J = (1.0 ft.). Calculate the tits factor. Using this Ennis: uIa (Tf7 = (0.76) x ((L� x (w); (TF) _ (O.�6) x (1.5) x (1.0) =1.71. Find the appropriate value forthejob conditions. In this example, we are using the USC wind map, 70 mph basic wind speed, 3D4 mean roof hetght, standard occuppaannuu��__building, with a 5:12 pitch. Using Table 4, Me = 20.1 ft. ibs. To adjust the Ma for the kliee factor of 1.71 in the example above, take the (Me) / 1.407 x (I F) _ (20.1) If 1.407 x (1.71) = 24.4 it lbs. Use a paddy placement with a resistance value equal to or higher than 24.4 ft lbs. Note 2: There are two methods for measuring the basic wind speeds. ASCE 7 uses a 3 second gust (V3s) and the UBC uses a fastest mile (Vfm)• Note 3: The aerodynamic uplift moments are based on worst case scenario, coastal consbuction and areas of discontinuities. Page 11 of 14 Ip11Y1QWwx. { -'-�'p�pmylMn�Mh 7MI1i hm s74c i MVIMM9�YM1/ . eyY�x. f`rli i Q�YCYY �AiMWPIY 'Eat Pwals TN FIGURE 1—SMALL P PLACEMENT ER-5595 'FI�lL41MPtpINTl6t` Eaftm plait T" 10*V*t~ 'i N11MNa+Ylti/ i . y r 4. YRC�._ ��if1N11F Llb � Nlgk PtuAN TM ... FIGURE 2—MEDIUM PADDY PLACEMENT Page 12 of 14 RtlfliarMWYiT" m dkimwroomm HWNPr *W% ER-5595 Sma14FlaULow Profile Tile Aww+s+ParlwbYirn Qbg e}'Yielblaa u��+:fw+a�+%+� yrirrrYmnsWelprY w�oanruwk.. hl..nelil IlfFiliW Ml1Y � . I AIL ]uy A � Ili! ,� ierd4 iIYWYi01WJYPF XA� ril�.a.nw.wr - a�ailie�; w,r,o► M1wYiI.I FIGURE LARGE PADDY PLACEMENT Tw Piece Barrel Profile Tile Page 13 of 14 wliuroXA pa�eeaew. d7y,en �`aD T.0 rpMktY.�1 ...:'ti tw YdiW1I6Y11p '9TYll i�BYeY OYWYM ' YLIK r r 1 00 droyY7 sI`�: y!a nditAwil WTM p�Yhwr+nyi+arb�oamrnti i riargrYm pYi9r; aiuwswean lco 84gf�T pnm 3M'� r AsSwW4 "IS I% NY mwpl:mbsk mneni ..-- twm TwYTprryYtlaMY: arawYryir�t ettlAY elW YUY.Ya+r 7aupYly ', '. F1Wbt MewW Prlb ±• F - 1op 00 1l • a�1 F Y l " � eiFiF f✓YMj11rO FIGURE UAL pDQP DY PLACEMENT ER-096 Nd dwotmsmMearni Mta row4 a ...... 4N4or apWMl � ' QN�IfYId � 4 i 1 °*L R Ysix dal #MF�Is r+. •.: 00 i r . �`�RnafY aYY1i\aNy FIKI L" Prellik'Wo nlWemYrd I R .•Y WW r& Oodmw 21 ebb I s t«.cww+ ay�eopd�WY �^�•4 -. � #IdaTY.YYJWe 5w►d01YM. z. ^. � , � wmwwq Mgftm Pmlli? MIS rNpN.rig" T1q FIGURE 5—N PLACEMENT Page 14 of 14 ER-5595 Apply a bead of Polyset® foam adhesive approximately 1 to 2 inches above the field file surface on both sides ofthe o galvanized metal frame. Apply a bead of Polyset© foam adhesive down the center of the hipME[geboaWer galvanized metal frame. Install the hip/ddge We onto theh pkidge beard-er galvanized metal frame. I FIGURE "TORMCHECK APPLICATION III Fenellgas UG LINE @ 10 PSI -�- Gal ASME Rated Underground Propane Tank �f /t/k, or Generator SHUTOFF —► Me'rf, 1 2"d stage Regulator 4��i 47 sPe GAS RISER NO SCALE 4103 BANDY BLVD. FORT PIERCE, FL 34981 772-465-8282 FAX 772-468-3409 T. 1 saNvl n3iividA+n -- 3 4&E9 5 a � F � � # .0i [f qqqq pp �.. ex• " oast g s L 43N0 ON) �� Is. \ m iw ]gx4axMn 0 a 9 10 IJY�rvr10 Bq ] raxWP- ai'. I I I i JI I (p Bold N J _ e11 I 05 d0> 10l IPbl ','lV aF Yis i . v g z 39 myt0a99Yt°^�FA`Wry+x^IXymryy¢ �� p �y� ^^ar+r mmmnwxwnwrv4y ___ K 8 I I I (69 i0l) OOl 1I05 -cY ,00'SLt 4; 60. C." 5 y Q �'T 4y IStlB HItltl3B �L, ' m LW7.a8'i`OZ �.GA.¢L4t5_ 9 al �--- -p�� v $ M 3AON3a .09 3NNl K3KlU 3NId VELCON CROUPINC. rocs BOUNDARY SURVEY f LOT 49 ` w w PREPARED FOR SABAL CREE. STEMWINFl E- DER HOMES, INC. PHASE 9 y s� v FORM 60OA-2004R EnergyGau 4 OF 3 BUILDINGCONSTRUCTION r :*Y 4 Florida Department of Community Affairs Residential Whole Building Performance Method A r. roiea-tame: Milligan-new-1 Builder. Clea r Technologies Address: Permitting Office: City, State: Permit Number: Owner: Milligan -new Jurisdiction Numbef Climate Zone: Central �7 New construction or existing New _ 12. Cooling systems 2. Single family or multi -family i Single family _ a. Central Unit Cap: 42.0 kBtu/hr - ^ 3. Number of units, if multi family 1 li SEER: 13.00 _ _ 4. Number of Bedrooms 6 J_ b. Central Unit Cap: 42.0 kBtu/hr _ ICI 5. Is this a worst case? No SEER: 13.00 _ M 'e.. Conditioned floor area (ft2) 6730 ft2 _ c. 2 Others (See de Additional Cap: 52.8 kBtu/hr 7. Glass typel and area:. (Label reed. by 13 104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAUL� 7a.(Sugle, U=1.3). 50.0 ft2 _ a. Electi t Cap: 42.0 kBtu/hr b. SHGC: ,' HSPF: 8.00. (or Clear or Tint DEFAULT) 7b. (Clear) 874.8 ft2 _ _ b. Elect c e t ump Cap: 42.0 kBtu/fir _ S. Floor types HSPF: 8.40 _ a. Slab -On -Grade Edge Insulation R=0.0, 711.8(p) ft _ C. e (See details) Additional Cap: 52.8 kBm/hr _ b. Raised Wood, Adjacent R=19.0, 296.0110 _ _ c. N/A. _ 1 of water systems 9. Wall types a. Gas Cap: 100.0 gallons _ a. Concrete, Est Instil, Exterior R=4.1, 6898.3 ft2 _ EF: 0.60 _ - b. Frame, Wood, Adjacent R=11.0, 237.0 ft2 b. N/A c. N/A d. N/A c. Conservation credits e. N/A (HR-Heat recovery, Solar �. 10. Ceiling types ti DHP-Dedicated heat pump) a Under Attic R=19.0, 5328.0 ft� 15. HVAC credits _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, _ a. Sup: Unc. Ret: Con. AH: Interior Sup. 00.0 ft2 MZ-C-Multizone cooling, b. 3 Others 280.0 It MZ-H-Multizone heating) L X bode. �r�i,EPARED "67ATE: I hereby certifA Cwithille Floi /FYi�r�rwrrn.vn i+ 1 k44Pr a, r 3 Total as -built points: 62882 Total base points: 69247 Opp that th I specifications covered by Review of the plans and are in cc ian a with the Florida Energy specifications covered by this calculation indicates compliance BY: �2 with the Florida Energy Code. MN Before construction is completed this building will be inspected for h is building; a designed, is in compliance compliance with Section 553.908 n rgy Code. Florida Statutes. E T: BUILDING OFFICIAL: ass type. For actual glass type PASS DATE: d areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5) FORM 60OA-2004R EnergyGau `sUfVIM ER CALCULATIONSn Residential Whole Building Performance Method A - Deter ADDRESS: , , , PERMIT #: IF I BASE AS -BUILT, GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len HgtA PM X SOF = Points .18 6730.0 24.35 29498.0 1.Single;U=1.67,Clear NE 5.0 .0 47.84. 0.63 718.0 2.Single,U 1.27,Clear NE 2.0 15.0 47.09 0.82 580.0 3.Single U 1.67,Clear SE 6.0 10. 48.0 61.83 0.63 1859.0 4.Single U 1.67,Clear SW 10 48.0. 57.80 0.52 1431.0 5.Single U=1.27,Clear NW .0 .0 50.0 40.71 0.90 1830.0 .6.S1ngle U=1.27,Clear NW 2. 5.0 9.0 40.71 0.84 306.0 7.Single,U=1.27,Clear 5.0 4.5 61.05 0.75 207.0 8.Single U 1.27,CIear .0 7.0 20.0 47.09 0.89 642.0 9.Single U 1.27,CIear NW 2.0 7.0 50.0 40.7E 0.90 1830.0 10.Single U=1.27,Clear 11.Single U=1.27,C r W 2.0 10.0 7.0 7.0 14.6 15.4 61.05 56.97 0.85 0.48 759.0 401.0 12.Single,U=1.27 ar S 2.0 7.0 14.2 48.27 0.83 570.0 13.Single,U=1.2 Cle NE 0.0 0.0 20.0 47.09 1.00 941.0 14.Single,U=1.13,Clear W 2.0 19.5 31.9 57.67 0.99 1829.0 15.Single,U=1 ,Clear - SW 2.0 19.5 16.3 56.98 1,00 926.0 16.Singl�U= lear S 2.0 19.5 31.2 48.22 0.99 1489.0 17.Single, - ,Clear S 2.0 8.0 17.0 48.21 0.87 711.0 18. 7,Clear W ' 2.0 8.0 17.0 57.66 0.92 897.0 19.Sin ,U= .27,Clear SW 2.0 8.0 17.0 56.97 0.89 864.0 20.Single=1.13,Clear SE 2.0 3.5 12.0 61.06 0.64 469.0 gle U=1.67,Clear W 0.0. 0.0 36.0 58.49 1.00 2105.0 le U1.27,Clear SE 2.0 14.0 4.5 61.05 0.99 270.0 le U=0.60,Clear F NE 2.0 16.0 20.0 48.68 0.99 964.0 le,U=1.27,Clear NE 2.0 17.0 18.0 47.09 0.99 843.0 gle U=1.27,Clear NE 2.0 17.0 18.0 47.09 0.99 843.0 26.8ingleU 1.13,Clear W 2.0 ,14.0 4.5 57.67 0.98 255.0 27.Single U 1.13,Clear W 2.0 10.5 15.6 57.67 0.96 860.0 28.Single U=1.13,Clear SW 2.0 10.5 15.6 56.98 0.95 841.0 29.Single U=1.13,Clear S 2.0 14.0 9.0 48.22 0.97 421.0 30.Single,U=1.27,Clear SE 2.0 17.0 20.5 61.05 1.00 1250.0 31.Single,U=1.27,CIear SW 10.0 10.0 21.0 56.97 0.52 617.0 ,{ 32.Single,U=1.27,Clear S 2.0 17.0 20.5 48.21 0.99 976.0 33.Single U=1.27,CIear NW 2.0 14.0 4.5 40.71 0.99 180.0 34.Single U=1.13,Clear NW ' 2.0 4.0 16.0 40.78 0.19 512.0 ' 35.Single,U=1.13,Clear NW 2.0 7.0 40.0 40.78 0.91) 1466.0 36.Single U 1.27,Clear NW 2.0 3.5 6.0 40.71 0.715 184.0 37.Single U 1.67,Clear SE 6.0 11.0 24.0 61.83. 0.6§ 968.0 ` 38.Single U 1.67,Clear SE 6.0 11.0 24.0 61.83 0A 968.0 39 Smgle U 1.67,Clear SW 6.0 11.0 48.0 57.80 0.6°g 1837.0 40.Single,U=1.27,Clear.. NW 2.0 7.0 20.0 40.71 0.90 732.0 Nit uge® DCA Form 60OA-2004R 1 EnergyGauge&/RaFIES'2004 FLRCSB v4.5 FORM 60OA-2004R SUMMER CALCULATIONS Residential Whole Building Performance Method A - EnergyGauge® 45 �1P'��,,"s{sit: m•aaa... 'cias:�*. ADDRESS: , , , PERMIT #: I BASE AS-BUILT, GLASS TYPES i. .18 X Conditioned X BSPM = Points Floor Area Type/SC Overhang Ornt Len Hgt Fi G �S�PM X SOF = Points 3 41.Single,U=1.67,Clear SE 10.0 II 0 'r?1, .0 61.83 0.46 A;ra 227.0 42.Single,U=1.27,Clear SW 2.0 13. 4fi 6.0 56.97 0.98 333.0 As -Built Total: 874.8 37111.0 WALL TYPES Area X BSPM = Points Type -Value Area X SPM = Points Adjacent 237.0 0.70 165.9 1. Concrete, Ext Insul, Exteri 4.1 6898.3 0.48 3311.2 Exterior 6898.3 1.90 13106.8 2. Frame, Wood, Adjacent y 11.0 237.0 0.70 165.9 Base Total: 7135.3 13272.7 As -Built Total: 7135.3 3477.1 DOOR TYPES Area X BSPM = Points Type 440 Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 48.0 4.80 230.4 Exterior 48.0 4.80 230.4 F J44k 1N Base Total: 48.0 230.4 , As -Built 1: p' 48.0 230.4 CEILING TYPES Area X BSPM = Points Typl("/''"�� R-Value Area X SPM X SCM = Points Under Attic 4390.0 2.13 9350.7 1. Under Attic 19.0 5328.0 2.82 X 1.00 15025.0 Base Total: 4390.0 9350.7 039% r��rr°° .„As-euilt Total: 5328.0 15025.0 FLOOR TYPES Area X BSPM = Poii j 1 "-Type R-Value Area X SPM = Points Slab 711.8(p) -31.8 -22,@:t5.2 1. Slab -On -Grade Edge Insulation 0.0 711.8(p -31.90 -22706.4 Raised 296.0 -3.43 2. Raised Wood, Adjacent 19.0 296.0 1.00 296.0 gin, Base Total: lij 3650.5 As -Built Total: 1007.8 -22410.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 6730.0- i1*31 96306.3 6730.0 14.31 96306.3 Ail N1, p. Ill lj iry�. ax �1I%, A60A i`1iii, 51p% S > uynteer 44. "Enee&Gauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R Energyrau a 4. ` SUMMER CALCULATIONS Residential Whole Building Performance Method A - De ADDRESS: , , , PERMIT #: SASE AS -BUILT,,, Summer Base Points125007.6 Summer As -Built Points: ""'' 129739.3 ft Total Summer X System = Cooling Total X Cap X Duct X S Credit = Cooling Points Multiplier Points Component Ratio Multiplier tip r Multiplier Points (System - Points) (DM x DSM x AH (sys 1: Central Unit 28800btuh ,SEER/EFF(13.0) ucts:Inc(S),Con(R),Int(AH),R6.0(INS) 129739 - 0.21 (1.08 x 1. �"'8) 0.260 1.000 7534.2 (sys 2: Central Unit 42000btuh ,SEER/EF 3.0) cts:Unc(S),Con(R) Int(AH),R6 0(INS) 129739 0.31 (1.08OF0 85) 0.260 1.000 10987.4 (sys 3: Central Unit 42000btuh, )Duts:Unc(S),Unc(R),Int(AH),R6.0(INS) 1297390.31 50 x 0.85) 0.260 1.000 11068.8 (sys 4: Central Unit 24000btuh , EER/ FF(13.0) Ducts Unc(S),Unc(R),Int(AH),R6.0(INS) 129739 0.1 x 1.150 x 0.85) 0.260 1.000 6325.0 125007.6 0.3250 40627.5 129739.3 il. 1.065 0.262 1.000 36246.0 EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGau e 4� WINTER CALCULATIONS �. Residential Whole Building Performance Method A - D,�Z' ADDRESS: , , �_ PERMIT #: BASE AS -BUILT,,. GLASS TYPES v .18 X Conditioned X BWPM = Points Overhang fl Floor Area Type/SC Ornt Len Hgt PM X WOF = Point .16 6730.0 9.11 11036.0 1.S1ng1e,U=1.67,CIear NE 5.0 .0 17.42 1.00 418.0 2.Sing1e U 1.27,CIear NE. 2.0 15.0 14A4 1.00 216.0 3.Sing1e U 1.67,CIear SE 6.0 10. 48.0 12.95 1.25 777.0 4.Sing1e U 1.67,CIear SW 10 48.0 14.06 1.33 896.0 5.S1ng1e U-1.27,CIear NW .0 .0 50.0 14.71 1.00 733.0 6.Sing1e U=1.27,CIear NW 2. 5.0 9.0 14.71 1.00 131.0 7.S1ng1e,U=1.27,CIear 5.0 : 4.5 10.35'. 1.13 52.0 8.S1ng1e U 1.27,CIear .0 7.0 20.0 14.44 1.00 289.0 9.Sing1e U 1.27,CIear NW 2.0 7.0 50.0 14.71 1.00 733.0 10.Sing1e U=1.27,CIear 2.0 7.0 14.6 10.35 1.07 161.0 11.Single U=1.27,C r W 10.0 7.0 15A .11.35 1.43 250.0 .. 12.Single,U=1.27 ar S 2.0 7.0. 14.2 9.67 1.08 148.0 13.Single,U-1.2 Cle NE 0.0 0.0 20.0 14.44 1.00 288.0 14.Sing1e,U=1.13,CIear W. 2.0 19.5 31.9. 11.77 1.00 375.0 15.Sing1e,U=1 ,Clear SW 2.0 19.5 16.3 10.13 1.00 165.0 16.SingloU- ear S 2.0 19.5 31.2 8.51 1.00 264.0 17.Single, - ,Clear S 2.0 8.0 17.0 9.67 1.05 172.0 18.. 7,0ear W 2.0 8.0 17.0 13.00 1.01. 223.0 19.Sin ,U= .27,Clear SW 2.0 8.0 17.0 11.35 1.03. 199.0 20.Single=1.13,Clear SE 2.0 3.5 12.0 9.17 1.23 135.0 gle,U=1.67,Clear W 0.0 0.0 36.0 15.76 1.00 567.0 g gle,U=1.27,Clear SE 2.0 14.0 4.5 10.35 1.01 47.0 7 gle,U=0.60,Clear NE 2.0 16.0 20.0 7.11 1.00 142.0 gle,U=1.27,CIear f25.Sing1e,U=1.27,C1ear NE 2.0 17.0 18.0 14.44 1.00 260.0 NE 2:0 17.0 18.0 14.44 1.00 280.0 ej gle,U=1.13,CIear W 2.0 14.0 4.5 11.77 1.00 52.0 gle,U=1.13,Clear gle,U 1.13,Clear W SW 2.0 2.0 10.5 10.5 15.6 15.6 11.77 10.13 1.00 1.02 184.0 160.0 29.Sing1e,U=1.13,CIear S 2.0 14.0 9.0 8.51 1.00 76.0 30.Sing1e,U=1.27,CIear SE 2.0 17.0 20.5 10.35 1.01 :. 214.0 31.Sing1e U=1.27,CIear SW 10.0 10.0 21.0 11.35 1.33 316.0 .- 32.Sing1e,U=1.27,CIear S 2.0 17.0 20.5 9.67 0.99 197.0 33.S1ng1e U 1.27,CIear NW 2.0 14.0 4.5 14.71 1.00 66.0 34.S1ngle U=1.13,CIear NW 2.0 4.0 16.0 13.41 1.00 2130 35.S1ng1e U 1.13,Clear NW 2.0 7.0 40.0 13.41 1.00 594 0 36.Single,U=1.27,CIear NW 2.0 3.5 6.0 14.71 0.99 37.Single U 1.67,CIear SE 6.0 11.0 24.0 12.95 1.22 3'3� o 38.Single,U 1.67,CIear SE 6.0 11.0 24.0 12.95 1.22 t76.0 37,�.0 39.Single,U=1.67,CIear SW 6.0 11.0 48.0 14.06 1.15 71V 0 40.Single,U=1.27,CIear NW 2.0 7.0 20.0 14.71 1.00 2 CneQuIeO DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 1 FORM 60OA-2004R EnergyGau 4 1� Residential Whole Building Performance Method A - ADDRESS:. , , PERMIT #: BASE AS-BU I LT_ Overhang COM9 TYPES 18 X Conditioned X BWPM = Points Floor Area Type/SC Ornt Len Hgt PM X WOF = Point 41.Single,U=1.67,CIear SE 10.0 0 .0 12.95 1.68 173.0 42.Single,U=1.27,Clear SW 2.0 13. . 6.0 11.35 1.01 68.0 As -Built Total: 874.8 12069.0 WALL TYPES Area X BWPM = Points Type - aIue Area X WPM Points Adjacent 237.0 1.80 426.6 1. Concrete, Ext Insul, ExteriaN 4.4 6898.3 2.36 16280.0 Exterior 6898.3 2.00 13796.6 2. Frame, Wood, Adjacent 11.0 237.0 1.80 426.6 Base Total: 7135.3 14223.2 As -Built Total: 7135.3 16708.6 DOOR TYPES Area X BWPM =Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 48.0. 5.10 244.8 Exterior 48.0 5.10 244.8 Base Total: 48.0 244.8 As -Built I: 48.0 244.8 CEILING TYPES Area X BWPM = Points TyptywkyR-Value Area X WPM X WCM = Points Under Attic 4390.0 0.64 2809.6 1. Under ttic 19.0 5328.00.87X 1.00 4635A Base Total: 4390.0 2809.E As- uilt Total, 5328.0 4635.4 FLOOR TYPES Area X BWPM = Poi t ype R-Value Area X WPM = Points Slab 711.8(p) -1.9 2. 1. Slab -On -Grade Edge Insulation 0.0 711.8(p 2.50 1779.5 Raised 296.0 -0.20 .2 2. Raised Wood, Adjacent 19.0 296.0 1.00 296.0 Base Total: -1411.6 As -Built Total: 1007.8 2075.5 INFILTRATION Area X BWPM = Points Area X WPM = Points ' 6730.0 yk 8 -1884.4 6730.0 -0.28 -1884.4 EnergyGauge@/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R WINTER CALCULATIONS Residential Whole Building Performance Method A - EnergyGau I'� ADDRESS: , , , PERMIT #: Pt' I BASE AS -BUILT,, Winter As -Built Points: 33846.8 Winter Base Points: 25017.6 Total Winter X System = Heating Total X Cap X Duct X Credit = Heating Points Multiplier Points Component Ratio Multiplier tip, er Multiplier Points (System -Points) (DM x DSM x AHIt, J,, (Sys 1: Electric Heat Pump 28800 btuh ,E (8. 6ucts:unc(s),Con(R),Int(AH),R6.0 33846.8 0.211 (1.068 x .87) 0.416 1.000 3211.4 (Sys 2: Electric Heat Pump 42000 bt E�8.0) Ducts:Unc(S),Con(R),Int(AH),R6.0 33846.8 0.307 (1.0 x Iii"0 x 0.87) 0.427 1.000 4800.3 (Sys 3: Electric Heat Pump qblhpEFF(8.4) Ducts:Unc(S),Unc(R),Int(AH),R6.0 33846.8 0.30 A. 1.160 x 0.87) 0.406 1.000 4614.5 (Sys 4: Electric Heat Pump 4000 tuh ,EFF(8.4) Ducts:Unc(S),Unc(R),Int(AH),R6.0 33846.8 0.17 8 x 1.160 x 0.87) 0.406 1.000 2636.9 25017.6 0.5540 13859.7 33846.8 i,q ,. h 1.088 0.414 1.000 15263.8 k 1� (ytptl��4 { lie t t=ner! y6augeTM DCA Form 60OA-2004R EnergyGauge®/FlaRES-2004 FLRCSB v4.5 FORM 60OA-2004R Energ WATER HEATING & CODE COMPLIANCE STA Residential Whole Building Performance Method A - Det 409 -ADDRESS:... PERMIT #: BASE WATER HEATING Number of X Multiplier = Bedrooms 6 2460.00 Total Tank EF Number of X Tank X ` e X Credit = Total Volume Bedrooms Ratio Multiplier 14760.0 100.0 0.60 6 1.0 1895.32 1.00 11371.9 As -Built Total 11371.9 CODE _ C®MPLIANCFq us BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points ado + .'=lift oin s ` Heating + Hot Water = Total Points Points Points 40627 13860 14760 69247 36 46 15264 11372 62882 EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGau e4. Code Compliance Checklist Residential Whole Building Performance Method A - -ADDRESS:,,, 6A-211 INFILTRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE 1Y & CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & a surrounding wall; foundation & wall sole or sill plate; joints between exterior w p t corners; utility penetrations between wall panels & top/bottom plates; b e at and floor. EXCEPTION: Frame walls where a continuous infil ratio barr r is installed that extends from, and is sealed to the foundation to the to I t Floors 606.1..ABC.1.2.2 Penetrations/openings>t/8" sealed unless Backe u for joint members. EXCEPTION: Frame floors where a continuous i 'trail n barrier is installed that is Sealed to the perimeter, penetrations and seams. Ceilings. 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of c pi a of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to co . ou it barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame s w e a continuous infiltration barrier is installed that is sealed at the DerimeW, a netrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations eal ; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance insulation; or Type IC rated with < 2.0 cfm from > conditioned space, teste Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on P Perimeter - or c0tv between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to utdo , dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (mustb Qr exceeded by all residences.) COMPONENTS SECTION REQUIRE CHECK Water Heaters 612.1 _ Comply with ciency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker electri or cutoff as must be provided, External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas t d pools must have covers: (except solar heated). Non-commercial pools mu ve pump timer. Gas spa & pool heaters must have a minimum thermal e Stan of Shower heads 612.1 t ow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air. Distribution Systems 610.1 A ots, fittings, mechanical equipment and plenum chambers shall be mechanically rac�fiacFied, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 mina insulation. HVAC Controls 607.1 Separate re dily accessible manual or automatic thermostat for each system. Insulation 604.1, 2.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both. sides. Common ceiling & floors R-11. '.. EnergyGaugeqD/FlaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EP DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.2 The higher the score, the more efficient the home. Milligan -new, , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family i Single family a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family _ 1 _ SEER: 13.00. _ 4. Number of Bedrooms, _ 6 _ b. Central Unit Cap: 42.0 kBtu/br _ S. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area (112) 6730 ft2 _ c. 2 Others Cap: 52.8 kBtu/hr _ 7. Glass type I and area: (Label reqd. by 13'104.4.5 if not default) - n a. U-factor: Description Area 13. Heating-ystems (or Single or Double .DEFAULT) 7a.(Sngle, U=1.3) 50.0 W a. Electr' [ Cap: 42.0 kBtu/hr b. SHGC: _ HSPF:8.00 (or Clear or Tint DEFAULT) 7b. (Clear) 874.8 ft2 _ b. Elect e ump Cap: 42.0 kBtu/hr S.. Floor types HSPF: 8.40 T a. Slab -On -Grade Edge Insulation R=0.0, 711,8(p) ft _ a 2 e Cap: 52.8 kBm/hr b. Raised Wood, Adjacent R-19.0, 296.02 _ c. N/A _ 1 . of water systems 9. Wall types a. Gas Cap: 100.0 gallons _ a. Concrete, Ext Insul, Exterior R=4.1, 6898.3 ft2 _ EF: 0.60 _ b. Frame, Wood, Adjacent R=11.0, 237.0 ft b. N/A a N/A . _ d.. N/A _ P' a Conservation credits e. N/A. (FIR -Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 5328.0 ft2 15. HVAC credits b. N/A _ _ (CF-Ceiling fan, CV -Cross ventilation, _ c. N/A _ HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. 00.0 112 _ MZ-C-Multizone canting, b. 3 Others 280.0 ft _ MZ-H-Multizone heating) I certify that this home has comp d wit the Florida Energy Efficiency Code For Building Construction through the above en ving features which will be installed (or exceeded) in this home before final ms eStion. Otherwise, a new EPL Display Card will be completed based ou installed e c eBuilder Signature: �I7` Address of New F 4 qeeA' AA)City/FL Zip:. PS. �NUIE: ]he ho s"� W ed energy performance. score is only available through the FLARES computer program. This is not t B n Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarr"designation), your home m u ify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact th Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for informat, d ist of certified Raters.. For information about Florida's Energy Efficiency Code For Building Constr contact the Department of Community Affairs at 8501487-1824. 1 Pr om' nt g ss type. For actual glass type and areas see .Summer .& Winter Glass on ut on ages 2&4. $nergyGauge® (Version: FERCSPB v4.5) Load Short Form Entire House Clean Air Technologies For: Milligan -new, stemwinder Outside db (OF) Inside db (°F) Design TD (°F) Daily range Inside humidity (%) Moisture difference (gr/lb) HEATING EQUIPMENT Make n/a Method Construction quality Fireplaces Job: Milligan Iles Date: 03/26/07 'iaP By: RDS 'IU31a.. H-am�N:r tAbakH"G� LING EQUIPMENT Trade n/a V n/a Model n/a and n/a n/a Efficiency n/a Effi envy Heating input Sensible cooling Heating output 0 Btuh Latent cooling Temperature rise 0 OF a otal cooling Actual air flow 0 cfm .T Actual air flow Air flow fpctor 0.000 cfm/Bttt Air flow factor Static pressure 0.00 in H2OA Static pressure Space thermostat n/a Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0.000 cfm/Btuh 0.00 in H2O 0.00 ROOM NAME Area Htg load Gig load Htg AVF Gig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Masterzone d 25779 22192 900 900 KitchenZone d 1 19 34228 32372 1260 1260 Mediazone i 147 31229 34649 1380 1380 Gamezone 1256 21291 19197 828 828 GarageZone d 876 0 0 0 0 Entire House d 7606 112528 108410 4368 4368 Other equip loads 0 0 Equip. @ 0.95 R 102990 Latent cooling 11010 Tn1 A 1 0 f. �enc •�nenn AQRQ TVVV YVUV } 2� Soldlitalic values have bean manually owriddan Printout certified by ACCA to meet all requirements of Manual J 8th Ed. i Right -suite Residential 6.0.98 RSR29434 - U 13:54:01 \ 2007-Apr-� erns and Setti ngs\Rkh\Daslnapbid tlrive\Richcalc\Milligan-nety.rry Calc = MJ8 OneMat Page 1 Load Short Form Masterzonle Clean Air Technologies Milligan -new, stemwinder Outside db (°F) Inside db (°F) Design TD (°F) Daily range Inside humidity (%) Moisture difference (gr/lb) Method Construction quality Fireplaces Job: Milligan Res ?, Date: 03/26/07 By: RDS } Simplified Semi -tight 0 HEATING EQUIPMENT 60OLING EQUIPMENT Make Trane Ma rane Trade Weathertron Weathertron Model 2TWB3030A1000A and 2TWB303OA1000A 2TGBF30AI000A Efficiency 8.2 HSPF Effi ency 13 SEER Heating input Sensible cooling 20160 Btuh Heating output 29800 Btuh @ 7° Latent cooling 8640 Btuh Temperature rise 30 OF otal cooling 28800 Btuh Actual airflow 900 cfm Actual air flow 900 cfm Air flow factor 0.035 cfm/B Air flow factor 0.041 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Gig AVF- (1`12) (Btuh) (Btuh) (cfm) (cfm) Office 1907 3435 67 139 Her Bath 28 5831 3405 204 138 Her Toilet 54 1352 830 47 34 Her WIC 117 1466 504 51 20 His WIC a 126 1781 788 62 32 Master bdrm 534 7048 6220 246 252 His Bath 113 746 414 26 17 Sitting 1i1 5649 6595 197 267 Masterzone d 1508 25779 22192 900 900 Other equip load 1872 1003 Equip. @ 0.9, M 22035 Latent cooling 4419 a' TOTALS irnu o'cci ncAce 0 •..• • rvw— wV JOO BolWtal/c values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential 6.0.98 RSR29434 new.np 2007Apr-1013: and Settings\Rich\Desktop\old drive\Rich-calcwlilli an- 9 Calc = MJ8 Odenlat Page 2. 2 Load Short Form KitchenZone Clean Air Tedhnologies For: Milligan -new, stemwinder Job: Milligan Res J,k Date: 03/26/07 '' y By: RDS d' Htg Clg ill Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality 0,4, Semi -tight Design TD (°F) 28 15 Fireplaces 0 Daily range - M Inside humidity (%) 50 Moisture difference (gr/lb) 42 s.. �rvx HEATING EQUIPMENT i) OOLING EQUIPMENT Make Trane Polak Trane Trade Trane Weathertron fIraTrane Weathertron Model 2TWB3042A1000A and 2TWB3042A1000A 2TEC3F42A1000A Efficiency 8 HSPF Effi ency 13 EER Heating input Sensible cooling 29400 Btuh Heating output 42500 Btuh @ 4,70 Latent cooling 12600 Btuh Temperature rise 31 °F otal cooling 42000 Btuh Actual airflow 1260 cfm Actual air flow 1260 cfm Air flow factor 0,037 cfm/B Air flow factor 0.039 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area AS (ft2) Htg load (Btuh) Cig load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Bath 1 4016 1931 1411 75 Bedrm 3 60 4876 3716 180 145 Family 374 9561 5049 352 197 Kitchen 356 2210 3074 81 120 dinning 343 3573 7781 132 303 Bedrm 2 192 2355 3935 87 153 Br2 bath 50 1117 876 41 34 Nook 115 4427 4363 163 170 Laundry 100 1854 1570 68 61 BR#2 closet rm 30 237 77 9 3 powderl 34 o �.T 4 t BOIdiftliv values have been manually vwrldden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. '7R }; 'I Right -Suite Residential 6.0.98 RSR29434 F\Doc nem and Settings\Rich\Desktop\old drive\Rich-calc\Milligan-new.np Calc=MJ8 Onentat 2007-Apr-10 I5:54:07 ?age 3 KitchenZone d 1819 34228 32372 1260 12 Other equip loads 2314 1240 Equip. @ 0.95 RSM 31931 Latent cooling 5523 TOTALS 1819 36542 i 37454 1260 V260 e 0 AN NC3V ffir > Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. _ Right -Suite Residerkial 6.0.98 RSR29434 99 6gq 07 _ hD Aents and Settin9MRich\Deaktop\oid drive\Rich-calc\Milligan-new.op Cale = W8 oriental 200�-Apr13t6 (3r79e 4 Load Short Form Mediazone Clean Air Technologies Milligan -new, stemwinder Outside db (OF) Inside db (OF) Design TD (OF) Daily range Inside humidity (%) Moisture difference (gr/lb) HEATING EQUIPMENT Make Trane Trade Weathertron Model 2TW B3042A1000A Efficiency 8.4 HSPF Heating input Heating output 42000 Btuh @ Temperature rise 28 OF Actual air flow 1380 cfm Air flow factor 0.044 cfm/Bpi Static pressure 0.40 in H2O Space thermostat Method Construction quality Fireplaces Job: Milligan Res Date: 03/26/07 By: RDS EQUIPMENT T*a Weathertron and 2TWB3042A1000A 2TGB3F42A1000A kency Eff 13 SEER Sensible cooling 29400 Stuh Latent cooling 12600 Btuh Total cooling 42000 Btuh Actual air flow 1380 cfm Air flow factor 0.040 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.86 ROOM NAME Area Htg load CIload Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Living BR6 closet 41 5663 7378 250 294 Media 458 68 8887 86 5375 3 393 3 214 Laundry Closet 54 89 113 4 5 Bedrm 6 233 4295 6266 190 250 Br6 Bath 60 1311 1201 58 48 Open below 335 7790 10853 344 432 Hall 85 3127 3377 138 135 Mediazone d 2147 31229 34649 1380 1380 Otherequip eiploads 2419 1396 Equip. lp 0M 34242 Latent cooling 5802 TOTALS 91d7 Ann .. 8cWItafic values have been manually overddden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. n'gncamte nesiderlbal 6.0.98 RSR29434 Settings\RichlDesktoplold driwe Rich-calclMilligan-new.rrp Cale = MA Orlernat I VVV I00U 2007-Apr-10 13:54:07 Page 5 (� ��J 111111 tt Load Short Form Gamezone Clean Air Technologies For: Milligan -new, stemwinder Outside db (°F) Inside db (OF) Design TD (°F) Daily range Inside humidity (%) Moisture difference (gr/lb) Method Construction quality Fireplaces Job: Milligan Res Date: 03,26,07 By: RDSsiB w a c A% HEATING EQUIPMENT IpdOOLING EQUIPMENT Make Trane Ma Trane Trade Weathertron Weathertron Model 2TWB3024A1000A nd 2TWB3024A1000A Aa 2TGB3F25A1000A Efficiency 8.4 HSPF EffidTency 13 SEER Heating Input Sensible cooling 16800 Btuh Heating output 21000 Btuh @ $7°F Latent cooling 7200 Btuh Temperature rise 23 OF otal cooling 24000 Stuh Actual air flow Air flow factor 828 0.039 cfm cfm/d Actual air flow Air flow factor 828 0.043 cfm Static pressure 0.30 in H20 Static pressure 0.30 cfm/Btuh in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area v (fn) Htg load ° (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Stairs 00% 107 147 4 6 BR5 closet 36 53 73 2 3 BR4 closet 48 71 98 3 4 Mini Bar_ ° 113 3408 3485 133 150 Br5 bath 60 832 907 32 39 Bedrm 5 224 2562 3669 100 158 Br4 bath 60 832 907 32 39 Bedrm 4 224 2562 3669 100 158 powder2 ter 48 661 320 26 14 �w� �occ JJ/ GOJ F� J }VAaP Bold/italic values have been manuaW oveaidden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential6.0.98 RSR29434 and SomngslRicnWesktopyroddvelRich_,alclMilligan_neW.rrp CatC=MJ8 Orientat ' d 1256 21291 19197 828 :123 iploads 1350 779 0.95 RSM 18977 ding 2972 10GR nocnn .-+ BOIMtalh, values have been manually oveMtloen Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential 6.0.99 RSR29434 2007-Apr-10 �' oeU,wrertts andSetangs\RiMWesldop\dtl tlrive\Richralc\Milligan-naw.np CaIc=MJe Oriental Pagel d Load Short Form (%GarageZon,e Clean Air Technologies �d3 Job: Milligan Res Date: 03/26/07 By: RIDS d� lY:t'41 it 1 fill For: g. e- Htg Clg fil ' n Outside db (OF) 42 90 Method Simplified Inside db (OF) 68 75 Construction quality Semi -tight Design TD (OF) 26 15 Fireplaces 0 Daily range - M Inside humidity (%) 50 Moisture difference (gr/lb) 42 as HEATING EQUIPMENT "COOLING EQUIPMENT Make n/a Trade n/a Ma n/a n/a Model n/a and n/a n/a Efficiency n/a Effi ency n/a Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF otal cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Airflow factor 0.000 cfm/B Air flow factor 0.000 cfm/Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat Load sensible heat ratio 0.00 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Garage 0 0 0 0 GarageZone 876 0 0 0 0 Other equip loads 0 0 Equip. @ 0.95 RSM 0 Latent cooling 0 Boltl/IWlic values have been manually Overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. • ;�� Right -Suite Residential 6.0.98 RSR29434 2007"Apr-t41'3':54 u7 ` Page 8 nts �\DoCiAeand Settings\Rich\Desktop\old drive\Rich-calc\Milligan-new.np Calc = MJ8 Onentat Load Multizone Summary Report Clean Air Technologies Right -Suite Residential 6.0.98 ASR29434 and Settings\Rich\Desktop\old dme\Rich-talc\Milligan-new.rrp Calc. MJ8 Orientat Job: Milligim Res Date: 03/26/07 By: RDS ,odtZ 2007-Apr-1013:54:07 Page 1 ROOM NAME Area fl2 Htg load Btuh Clg load Btuh Htg AVF cfm Cl9 Office 226 1907. 3435 67 9 Her Bath 228 5831 ,3405 204 38 Her Toilet 54 1352 830 47 34 Her WIC 117 1466 504 51 20 His. WIC 126 1781 788 62 32 Master bdrm 534 7048 6220 2546 252 His Bath 113 746 414 17 Sitting ill 5649 6595 $7'� 267 Masterzone 1508 27651 22192 90 900 Bath 1 66 4016 1931 75 Bedrm 3 160 4876 3716 8 145 Family 374 9561 5049 52 197 Kitchen 356 2210 3074 81 120 dinning 343 3573 7781 132 - 303 Bedrm 2 192 2355 3935 87 153 Br2 bath 50 1117 87 41 34 Nook 115 4427 43 163. 170 Laundry. 100 1854 7 68 61 BR#2 closet 30 237 9 3 powder 1 34 0 0 0 KitchenZone 1819 36542 3 6378 1260 1260 .Living 883 5663 250 294 BR6 closet 41 68 86 3 3 Media 458 888 5375 393 214 Laundry Closet 54. 113 4 5 Bedrm 6' -233 4 5 6266 190 250 Brb Bath 60 1311 1201 58 48 Open below 335 - 90 10853 344 432 Hall 85 27 3377 138 135 Mediazone 2147 3 9 34649 1380 1380 Stairs 72 07 147 4 6 BR5 closet 36 - 53 . 73 2 3 BR4 closet 48 71 98 3 4 Mini Bar 113 3408 3485 133 150 Br5 bath 6 832 907 32 39 Bedrm 5'.. 2 2562 3669. 100. 158 Br4.bath 832 907 - 32 39 Bedrm 4 4 2562 3669 100 158 powder 2 661 320 26 14 Game 1 10202 5922 397 255 Gamezone 56 22642 19197 828 828 Garage 8.76 0 0. 0 0 GarageZone, 6 0. 0 0 0 1 Entire House 7606 112528 108410 573 573 gym -Dune nestlerrtia16.0,98 RSR29434 and SettingslRichlDesktop\old drive\Rich-talc\Milligan-new.rry Calc = MJB Oriental 13:54:07 2007-Apr-70 1gage 2 354 Pac Project Surnmary '! Entire House Clean Air Technologies Notes: Milligan Residence Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 69 OF Design TD 27 OF Heating Summary Structure 92663 Btuh Ducts 19865 Btuh Central vent (268 cfm) 0 Btuh Humidification 0 Btuh a Piping 0 Btuh Equipment load 112528 Btuh Infiltration Method Simplified Construction quality Se -tight Fireplaces 0 Heatingg C lingg Area (ft2) 6730 6730 Volume (W) 7307 73078 Air changes/hour 0. 0.13 Equiv. AVF (cfm) a r 2 158 Heating Equiprr nt S mary Make n/a Trade n/a Model n/a d Efficiency n/a Heating input Heatinq outDUNLI 0 Btuh Job: Milligan Res Date: 03/26/07 By: RIDS S Su er esign Conditions b 90 OF 75 OF 15 OF le M Wu idity 50 % erence 42 gr/lb le Cooling Equipment Load Sizing 80069 Btuh 28342 Btuh Central vent (268 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swingg multipplier Equipment sensible load n 0.95 102990 Btuh Latent Cooling Equipment Load Sizing Structure 5354 Btuh Ducts 5657 Btuh Central vent (268 cfm) 0 Btuh Equipment latent load 11010 Btuh Equipment total load Req, total capacity at 0.70 SHR 114000 12.3 Btuh ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a Efficiency n/a Sensible cooling 0 Btuh I. atent ennlinn n at..h _- ..... I ..aic = BWa orierdat 07 et 2007-Apr-1013:54.0 Page Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 21954 Btuh Ducts 3826 Btuh Central vent (61 cfm) 1872 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 27651 Btuh Infiltration Method Simplified Construction quality Se -tight Fireplaces 0 Heatingg C lingg Area (ftz) 1508 1508 Volume (ft3) 1761 17619 Air changge�s/hour 0. r 0.14 Equiv. AVF (cfm) 42 Heating Equipgfe'e t S mary Make Trans Trade Weathertron Model 2TW B3030 1000A Efficiency 8.2 HSPF Heating input Heating output 29800 Btuh @ 47-F Temperature 30 OF Actual air flo 900 cfm Air flow fdc o 0.035 cfm/Btuh Static r Space rmo at 0.50 in H2O Project Surnmary Masterzone Clean Air Technologies Notes: Milligan Residence Weather: Fort Pierce, FL, US Su er esign Conditions Outside b 90 OF Inside c1l 75 OF Design T 15 OF Daily r e M Relativ u idity 50 % Moi erence 42 gr/Ib e le Cooling Equipment Load Sizing St ure 16723 Btuh Duc s 5469 Btuh Central vent (61 cfm) 1003 Btuh Blower 0 Btuh Job: Milligan Res Date: 03/26/07 By: RDS ca Use manufacturer's data Rate/swing multiplier Equipment sensible load n 0.95 22035 Btuh Latent Cooling Equipment Load Sizing Structure 1606 Btuh Ducts Central vent (61 cfm) 1064 1749 Btuh Btuh Equipment latent load 4419 Btuh Equipment total load Req. total capacity at 0.70 SHR 26454 2.6 Btuh ton Cooling Equipment Summary Make Trans Trade Weathertron Cond, 2TWB303OA1000A Coil 2TGBF30A1000A Efficiency 13 SEER Sensible cooling 20160 Btuh Latent cooling 8640 Btuh Total cooling 28800 Btuh Actual air flow 900 cfm Air flow factor 0.041 cfm/Btufl Static pressure 0.50 in H2O Load sensible heat ratio 0.84 8eklldabe valves have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residenfial 6.0.98 RSR29434 and SettingslRichtDesktoplold dnvelRich-calcWilligan-new.rrp Calc = MJ8 Oriental 2007-Apr-1013fte 2 Page Project. Summary KitchenZorle Clean Air Technologies Notes: Milligan Residence Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TO 28 OF Heating Summary Structure 28208 Btuh Ducts 6020 Btuh Central vent (75 cfm) 2314 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 36542 Btuh Infiltration Method SimF Construction quality Se Fireplaces Area (W) He1t819 C Volume (ft3) 2029 2 Air changes/hour 0. Equiv. AVF (cfm) Heating Equip ent many Make Trane Trade Trane WeathertrPOoi Model 2TW6304 1 WA 0.1 4 =ncv 8 HSPF Static prW Space tfan s > Job: Milligan Res Date: 03/26/07 By: RDS C Su er esign Conditions Outside b 90 OF Inside d47 75 OF Design T 15 OF Daily r ge M Relativ u idity 50 % e #le Cooling Equipment Load Sizing St ure 23829 Btuh Duc s 8544 Btuh Central vent (75 cfm) 3 3 1240 Btuh a Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier Equipment sensible load 0.95 31931 Btuh t Latent Cooling Equipment Load Sizing Structure 1642 Btuh Ducts 1719 Btuh I Central vent (75 cfm) 2163 Btuh I Equipment latent load 5523 Btuh Equipment total load 37454 Btuh Req. total capacity at 0.70 SHR 3.8 ton 42500 Btuh @ 47°F 31 OF 1260 cfm 0.037, cfm/Btuh 0.50 in H2O Cooling Equipment Summary Make Trane Trade Trane Weathertron Cond 2TW63042A1000A Coil 2TEC3F42A10o0A Efficiency 13 EER Sensible cooling 29400 Btuh Latent cooling 12600 Btuh Total cooling 42000 Btuh Actual air flow 1260 cfm Air flow factor 0,039 cfm/Btu� Static pressure 0,50 in H2O Load sensible heat ratio 0. BOWtelk Values ham Printout certified by ACCA to meet all requirements of Manual J 8th Ed nigrn-suae Heeldential 6.0.98 RSR29434 F\DaZer and Settin91%ch\Desktop\old ddve\Rich-calc\Milligan-new.rrp Cale =MJ8 oderttat 2007- Apr-10 3 I Project Summary Medfazlone Clean Air Technologies Notes: Milligan Residence , Job: Milligan Res Date: 03/26/07 i By: RDS Weather: Fort Pierce, FL, US Winter Design Conditions Su er esign Conditions Outside db 42 OF Outside b 90 OF Inside db 68 OF Inside d 75 OF Design TD 26 OF Design T 15 OF Dail ra e M Heating Summary Structure 24241 Btuh Ducts 6989 Btuh Central vent (85 cfm) 2419 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 33649 Btuh Infiltration Method Simplified Construction quality S -tight Fireplaces 0 Heatingg C lingg Area (ft2) 2147 2147 Volume (ft3) 2260 22606 Air changes/hour 0., 0.13 Equiv. AVF (cfm) 47 Heating Equip ent mart' Make Trane Trade Weathertron Model 2TW B304 1000A Efficiencv _. 8 4 HSPF Temperatul Actual air 11 Air flow fd Static pre; Space togn 42000 Btuh Q 47°F 28 OF 1380 cfm 0.044 cfm/Btuh 0.40 in H2O Relativ gu idity 50 % Moi : erence 42 gr/Ib e le Cooling Equipment St ure Load 24765 Sizing Btuh Duc s 9884 Btuh Central vent (85 cfm) 1396 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.95 34242 Btuh sensible Latent Cooling Equipment Load Sizing Structure 1357 Btuh Ducts 2009 Btuh Central vent (85 cfm) 2435 Btuh Equipment latent load 5802 Btuh Equipment total load 40044 Btuh Req. total capacity at 0.70 SHR 4.1 ton Cooling Equipment Summary Make Trane Trade Weathertron Cond 2TWB3042A1000A Coil 2TGB3F42A1000A Efficiency 13 SEER Sensible cooling 29400 Btuh Latent cooling 12600 Btuh Total cooling 42000 Btuh Actual air flow 1380 cfm Air flow factor 0.040 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.86 6010talia values have been manually oven'idden Printout certified by ACCA to meet all reauirements of Manual J 8th Ed. Right -Suite Residential 6.0.98 RSR29434 and Settings\Rich\Desktop\old dnve\Rich-calcWilligan-neap Calc= MJ8 Orientat 2007-Ap,10 13:5$67 Paw 4 \� Project: Summary Y Gamezo►ie Clean Air Technologies Notes: Milligan Residence Weather Winter Design Conditions Outside db 42 °F Inside db 68 °F Design TD 26 °F Heating Summary Fort Pierce, FL, US Structure 18260 Btuh Ducts 3031 Btuh Central vent (47 cfm) 1350 Btuh Humidification 0 Btuh 0 'aPiping Btuh Equipment load 22642 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Heatingg C lingg 1256 1256 Volume (ft3) 1256 12560 Air changes/hour 0. 0.12 Equiv. AVF (cfm) 26 Heating Equiptent Mary Make Trans Trade Weathertron Model 2TW B30 1000A Efficiency Heating input 8.4 HSPF Heating output 21000 Btuh @ 47°F Temperature 23 OF Actual air flog flow 828 cfm Air wa of 0.039 cfm/Btuh Static r p 0.30 in H2O Spacet(rmo at Job: Milligan Res Date: 03/26/07 Q0 By: RDS Su er lesign Conditions Outside b 90 OF Inside d 75 OF Design&eiretnce 15 OF Daily r M Relativdiy 50 % Moi 42 gr/Ib e le Cooling Equipment Load Sizing NSt ure 14752 Btuh Duc 4446 Btuh Central vent (47 cfm) 779 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 18977 Btuh Latent Cooling Equipment Load Sizing Structure 748 Btuh Ducts 865 Btuh Central vent 47 cfm) 1359 Btuh Equipment latent load 2972 Btuh Equipment total load 21950 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Trans Trade Weathertron Cond 2TWB3024A1000A Coil 2TGB3F25A1000A Efficiency 13 SEER Sensible cooling 16800 Btuh Latent cooling 7200 Btuh Total cooling 24000 Btuh Actual air flow 828 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 ` *'4 c Bolditllc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right-Sude Residential 6.0.98 RSR29434 �FOocuTnents and Seth,gslRich�Oesktop�olddnvelRich-calclMilligan-new.rrp Calc=MJ8 Odentat :07 2007-Apr-1013:54:M Page 5 Project Summary Garage.Zone Clean Air Technologies Notes: Milligan Residence Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Outside Inside db 68 OF Inside d Design TD 26 OF Design' Daily rai Relative Heating Summary Structure 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping i 0 Btuh Equipment load 0 Btuh Infiltration 9 Method Simplifie Construction quality S -tigl Fireplaces Heating C fin Area (ftz) i Job: Milligan Res Date: 0SM6/07 By: R®S Su er Y esign Conditions lb 90 OF 75 OF 15 OF e M Wu Idity 50 % erence 42 gr/Ib Pie Cooling Equipment Load Sizing 0 Btuh 0 Btuh Central vent (0 cfm) 0 Btuh e Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 0 Btuh Volume (ft3) 0 Air changes/hour 0. 0.00 Equiv. AVF (cfm) 0 Heating Equip, ent mart' Make n/a Trade n/a Model n/a Efficiency Heating input Heating outpt Temperature Actual air flog Air flow fa of Static pr Space rmc 110 n/a 0 Btuh 0 Btuh 0 OF 0 cfm 0.000 cfm/Btuh 0.00 in H2O Latent Cooling Equipment Load Sizing Structure 0 Btuh Ducts Central vent (0 cfm) Equipment latent load 0 0 0 Btuh Btuh Btuh Equipment total load Req. total capacity at 0.70 SHR 0 0.0 Btuh ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor Q�AO cfm/Btuh 0v0 in H2O Static pressure W00 Load sensible heat ratio O.0 BoldAlslk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wn Right -Suite Residential 6.0.98 ASR29434 ems and Settings\Rich\Desktop\old drive\Richplc\Milligan-r .rrp Calc - MJa Orieraat W-Apr•1013:54 07 Page 6 L m 0 40,000 m 30,000 20,000 10,000 0 8 Maximum House do, AED ex6Cb AED Assessment Entire House Clean Air Technologies Milligan -new, stemwinder Heating 42 15.0 Indoor: Indoor temperatuF Design TD (OF) Relative humldi Cooling Moisture differe Ab) 90 Infiltration: 16 (M ) 75 7.5 Hourly Glazin Job: Milligan Res Date: 03/26/07 By: RDS 11 12 13 14 15 16 17 18 19 20 Hour of Day Average / AED limit /-lazing load exceeds average by49.1%. r have adequate exposure diversity (AED), based on AED limit of 30% 7867 Btuh (PFG - 1.3*AFG) a aold1halic values have been manualtyovenldden Right -Suite Residential 6.0.98 RSH29434 uments and Settmgs\RichlDaskt0pi0ld dnive\Rich calciMilligan-new,rtp talc = MJ8 Odentat ifs 7-Apr-10 13.54 07 Page 1 2007-A 'll AED Assessment Masterzlone Clean Air Technologies Milligan -new, stemwinder Indoor: Indoor temperate o Design TD (°F) Relative humldi Heating Cooling Moisture differe 011b) 42 90 Infiltration: - 16 (M ) - 75 15.0 7.5 Hourly Glazing, Lo'a I � ,. Job: Milligan Res Date: 03/26/07 By: RD$ -40 70 28 50 23.2 Hour of Day ®Averege /AED limit Maximum Ilazing load exceeds average by 35.8%. ;�, Zone does ave adequate exposure diversity (AED), based on AED limit of 3@%- U 426 Btuh (PFG-1.3*AFG) BoWitalk values have been manually overriddim Right -Suite Residential 6.0.98 FISR29434 SettingslRichlDesktoplolddwelRich-calclMilligan-new.rrp Calc=Wa Orientat Cooling 75 15 50 42.3 _ 2007-Apr-1013:54:07 Page 2 SV AED Assessment Job: Milligan Res Date: 03/26/07 1 }� KitchenZo►le By: RDS .� Clean Air Technologies CIS Location: Indoor: Fort Pierce, FL, US Indoor temperaturb.: Elevation: 25 ft Design TD (OF) Latitude: 270N Relative humldi (di Outdoor: Heating Cooling Moisture differe, Dry bulb (OF) 42 90 Infiltration: Daily range (T) - 16 ( M ) Wet bulb (°F) - Wind speed (mph) 15.0 75 7.5 Hourly Glazin e v 70 28 50 23.2 I Hour of Day ANAi ,® Average / AED Iirdt OR Maximums lylazing load exceeds average by53.1%. Zone doer ave adequate exposure diversity (AED), based on AED limit of 30%. u AED e : 3053 Btuh (PFG-1.3*AFG) Bold/italic values have been manually overridden Right -Suite Residential 6.0.98 RSR29434 Settings\Rich\Desktop\old drive\Richcalc\Milligan n .rrp Cale= MJ8 Oriental Cooling 75 15 50 42.3 013:54:07 2007-Apr.10 13i F' AED Assessment Mediazone Clean Air Technologies For: Milligan -new, stemwinder Job: Milligan Res Date: 03/26/07 By: RDS Location: n Indoor: 6 fWAtiigng — Cooling Fort Pierce, FL, US Indoor temperatu Faa' - Elevation: 25- ft Design TD (°F) r 26 15 Latitude: 270N Relative humldi 50 50 Outdoor: 1-16ating Cooling Moisture differe /Ib) 19.4 42.3 Dry bulb (°F) i 42 90 Infiltration: Daily range (°F) - 16 (M) Wet bulb (OF) - 75 Wind speed (mph) 1:5.0 Z5 Hourly Glazin Hour of Day Average / AED limit Maximum ly lazing load exceeds average by 44.5%. Zone doe ave adequate exposure diversity (AED), based on AED limit of 30%. AED a &V 1901 Eltuh (PFG - 1.3*AFG) Bold/italic values have been raanuallyoverridden '�Ak w Right -Suite Residential 6.0,98 RSR29434 „ ip.Nulents and SettingslRich\Desktop\oldddve\Richcalc\Milligan-n .rrp Calc=MJ8 Onentat 13:54:07 2007-Apr-10 13. Page 4 p Location: Fort Pierce, FL, US Elevation: 25 ft Latitude: 27 °N Outdoor: Dry bulb (OF) Wind speed 0 Maximum Zone does AED excel Fr AED Assessment Gamezone Clean Air Technologies Milligan -new, stemwinder Indoor: Indoor ten Design TE Relative h Cooling Moisture c 90 Infiltration: 16 (M ) 75 7.5 �. Hourly Glazin §W 4. Job: Milligan Res Date: 03/26/07 By: RDS vL 9 Ttrl 11 12 13 14 15 16 17 18 19 20 " Hour of Day / o Y O Average/ AED 1m* IQ;z lazing load exceeds average by 62.9%. (save adequate exposure diversity (AED), based on AED limit of 30% `. 2487 Btuh (PFG-1.3*AFG) Bold/italic values have been manually Overridden higra-swte Residential 6.0.98 RSR29434 and SeftingMRich0eskto&1d driveMich-calcUlligan-new.rrp Calc= MJ8 Onentat 2007-Apr-10 13:54:07 Page 5 AED Assessment GarageZone Clean Air Technologies For: Milligan -new, stemwinder Job: Milligan Res Date: 03/26/07 By: RDS I Location: Indoor: V, �iliaiing Cooling Fort Pierce, FL, US Indoor temperatu 0 68 75 Elevation: 25 ft Design TD (OF) 26 15 Latitude: 270N Relative humidi 50 50 Outdoor: Heating Cooling Moisture differe /lb) 19.4 42.3 Dry bulb (OF) 42 90 Infiltration: Daily range (OF) - 16 (M ) Wet bulb (F) - 75 Wind speed (mph) 15.0 7.5 & Hourly "Pktd 1,000 900T 800 t 700 7 600 0 m 50 400 30 200 100 0 8 10 11 12 13 14 15 16 17 18 19 20 Hour of Day Maximum rly . lazing load exceeds average by 0.0%. Zone has ate exposure diversity (AED), based on AED limit of 30%. AED ec+ : 0 Btu s BoldAtelic values have been manualty overricfdOn � a. X d Right-SuHe Residential 6.0.96 RSR29434 rnis and Settings\Rich\Desktop\old drive\Rich-calc\Milligan-new.rrp Cato= MJS oriental 2007-Apr-1 C7- 13:54:07 Page 6 Right: -,I Worksheet Entire (House Clean Air Technologies iee }` Job: Milligan Res Date: 03/26/07Q) By: RDS 1 2 Room name Exposed wall Entire House 760.8 It - Master , 161.8 ft 3 Ceiling height 10.5 ft d 11.7 ft d 4 Room dimensions 5 Room area 7606.0 ft2 1508.0 fts Ty Construction U-value Or HTM Area (fM Load Area (W) Load number (Btuh/ft%--°F) (Btuht" or pedmeter (ft) I (Btuh) or pedmet ) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross Heat Cool 6 11 13A-flats l0A-m to-clom IA tAclom 7A-1 gsnn tAclom 1. T.tR 31.33 12 0�600 1 27Y'1 ne. no ne` no rag., ne/ 2:` .�-." - : " £ . .-: 3 `--� *,"�q :-, "-` `} _ frs 'f :7- 6303Y213: Q 0 0 0 0- 0. 0 " 336 -640: 750 0 0 0 0 961 1268 to-clom 11Q0 Y.27A 01 me-, no si- `.. - _ -8 -Q 0 0`. 0 0 0 O 13A-4ocs 0.143 as 3.26 2.07 2322 2162 7049 477 859 842 3373 2084 1OA-m 1A-ciom 1A-clom 1B-clfm 1A-clom 1A-clom 10A-m 1OA-m 10A-m 1.670 1.270 1.270 1.130 1.270 1.270 1.670 1.670 1.670 as as se as as as as as as 43.42 22.53 33.02 49.48 33.02 58.07 31.64 33.30 35.56 63.85 35.66 70.96 46.76 19.57 46.76 25.31 46.76 19.57 48 5 15 12 5 21 24 24 8 48 3 5 12 0 0 24 24 8 2084 149 48 38 1 '.122 3 22 0 287 1454 470 608 157 0 0 0 12 5 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 380 160 0 0 0 0 0 0 0 400 287 0 0 0 0 13A-400s 1Actom 18-cifm IAclom 18-clfm to-ciom 13A-4om -. 0..143 127 1270 1,1 1274 0.143 s s s.- s a sw _" :. 293 F. .. s a 3.85 2.47 z _ + 1 2(f 1'4. 0 5 v " _ - 3908 ,��,. - 2512 131 44 0 114 104:. 0 600-. 0- 455 102 0 590 0. 281 10Xrn 1.670 sw 43.42 22.53 8 2084 4081 0 0 0 0 1A-ctom 1.270 sw 33.02 34.77 15 15 509 536 0 0 0 0 16-cifm 1.130 sw 29.38 70.92 6 0 479 1155 0 0 0 0 1A-clom 1.270 sw 35.56 60.22 17 5 605 1024 17 5 605 1024 1B-ctfm IA-ciom 10A-m 1A-ctom 13A-4acs 1B-cifm 1A-ciom 10A m 18 Mhn 1.130 1.270 1.670 1.270 0.143;, Y Snt 1.430 sw sw sw sw w w w` 29.38 63.04 35.56 34.77 46.76 25.31 35.56 A 1-111 `63- $?!3$ 91; 6 4 6 $ 3 21 48 0 458 747 2244 213 982 730 1215 276 '- 0 0 0 0 - .36 Q' 0 0 0 0 0 0 0 0 0 0 0 3 q ' 605 1083 0 0 0 0 0 1890 1549 1915 0 i S 18 c1Ym 13A-4ocs to-clom IA-clom to-clom to-clom 1B-clfm 18-clfm 1.130 0.143 1.270 1.270 1.270 1.270 1.130 1.130 w nw nw nw nw nw nw n 29: .90 3. 0 33. .03 2 0.43 70.43 70.43 3 70.38 3. 4 70.38 2384 50 9 50 5. 16 40 .� 2189 0 0 0 0 0 0 - - 7234 1651 297 1714 160 606 1266 t'43' 4604 2801 634 3521 317 1126 2815 . 0 363 0 0 0 0 0 0 0 363 0 0 0 0 0 0 0 1455 0 0 0 0 - 0 0 0 899 0 0 0 0 0 0 to-clom 1.27 n .56 70.43 6 0 213 423 0 0 0 0 to -Mom 126-Obw L2 0 w .56. 45.24 2. :-04ft 20 23✓. 0 2c32 711 ` -W, 905 499'' 0 -0 0 0 0 0 0 P 6 c) AED excursion 7867 426 Envelope loss/gain) 83965 74139 19570 14372 12 a) Infiltration b) Room ventilation 8698 0 2610 0 2383 01 692 0 1.3 Internal gains: O pants @ 230 4 920 2 460 piiances @ 1200 2 2400 1 1200 Subtotal (lines 6 t0 13 92663 80069 21954 19723 Less externalload 0 0 0 0 14 15 Less transfer"'` Redistribution Sub' total Duct loads AL 1 21% 35% 0 92663 1 19865 0 80069 28342 17% 33% 0 21954 3826 00 18�20 Total roo 11pad s � Air re k x m) 112528 4368 108410 4368 25779 900 22>t>o0 rtso'R Right -Suite Residential 6.0.98 RSR29434 and Settings\Rich\Desktop\old d61e\RiIhIalc\Milligan-n9w.np Calc = MJ8 Orientat -�4"7 2007-Apr-1013:5ggs 1 Page Right-J 11 orksheet Entire Hawse Clean Air Technologies )6 Job: Milligan Res Date: 03/26/07", By: RDS �1 1 Room name KdchenZone Mediaz`alne 2 Exposed wall 172.6 ft 203.9 ft 3 Ceiling height 11.2 ft d 10.5 It d 4 5 Room dimensions, Room area 1819.0 fix 2147.0 f? Ty Construction number U-value (Btuh/fti Or HTM (Btuhw) Area (" or perimeter (ft) Load (Btuh) Area (f[x) or perimet h Load (Btuh) Heat Cool Gross WP/S Heat Cool Gross Heat Cool 6 43A-flocs 10A-m 1,27, fi1+F rte, t14'! . w1 ^. e , , ,7 .' w -9 _ 4 •69.3 2279 1042 1517 1031 11 IA-clom 1A-atom 1A-ciom 7A-1gsOn lA-oiom 1A-ciom 11 QO 831;ms,� 0 t-.27tl Oi, 7.270 t.270; 0,170 Ffe °i1a tle._- so, i`nb,"" • no .. s �. iw{ ,� ^*" '� / 0•-- " 68 ,495 660' wo 0'. 0: 9-12 1056 1409 1409 0 0 233 D: 13A-4ocs 0.143 as 3.262.07 355 279 1115 689 556 552 2050 1364 10A-m T670 as 43.42 22.53 0 0 0 0 0 0 0 1A-clom 1.270 as 33.02 49.48 0 0 0 5 3 149 223 1A-ciom 1,270 se 33.02 58.07 0 0 0 0 0 0 0 0 18-01fm 1,130 se 31.64 33.30 0 0 0 0 0 0 0 to-clom 1.270 se 35.56 63.85 0 0 0 0 0 0 0 1A-clom 1.270 se 35.56 70.95 21 0 1454 0 0 0 0 t0A-m 1.670 se 46.76 19.57 24 24 922 410 0 0 0 0 10A-nn 1.670 as 46.76 25.31 24 24 608 0 0 0 0 10A-m 1,670 as 46.76 19.57 8 8 3 157 0 0 0 0 13A-4ocs 1A-ctom 1&cifm 0.,143 1.97 i..130. S• s S i r ' �2-+k ;, 3 = .., $"F8r S5 ` 3d 0 I 916 194 0 1038 1A-ciom 1B-c1fm 1A-clom 1.270 1t30 1-270 s a s f 1' i � c• ` - . 4- "" - ` -�-« - - 0 "a - 0 0 44 0 0 300 0 13A-4ocs 0.143 sw 3.85 2.47 4 3 1 1405 868 396 364 1354 901 10A-m 1.670 sw 43.42 2253 0 0 0 0 0 0 0 1A-ciom 1.270 sw. 33.02 34.77 0 0 0 0 0 0 0 0 1B-cifm 1.130 sw. 29.38 70.92 0 0 0 0 16 0 479 1155 1Actom 1.270 sw 36.56 60.22 0 0 0 0 0 0 0 0 1Bc1fm 1,130 sw 29.38 63.04 0 0 0 0 16 3 468 982 1A-clom 1.270 sw 35.56 34.77 21 747 730 0 0 0 0 10A-m 1A-clom 13A-4ocs 16-clfm 10A-m m 7B-clfm 16-clfm 1.670 1.270 `014A 1.130 F, 1:130" 4.1 sw sw w+.. w w w - w 46.76 25.31 35.66 I 23: 1:9U7•a 6 48 0 _ 2244 213 - +n t "� 0. 1215 276 &: - 0 0 F 0 0 0 0- 0 0 47 936 . '1192 458 0 0 178 2929 o. 414 1432 --G 13A-4ocs 0.143 nw 3. 0 851 740 2961 1829 182 157 584 388 IA-ciom 1.270 nw 33. .03 0 0 0 0 0 0 0 0 to-ciom 1.270 nw 2 0.43 0 0 0 0 0 0 0 0 IA-clom 1.270 nw 70.43 25 0 889 1761 25 0 826 1761 IA-clom 1.270 nw 70.43 5 0 160 317 0 0 0 0 18-clfm 1.130 nw 3 70.38 16 0 506 1126 0 0 0 0 iB-clim 1.130 n 3. 70.38 40 0 1266 2615 0 0 0 0 1A-ctom 1A-ctom 128-Obw 1.2 1.2 .7 n w " .56 70.43 .56 45.24 21M E ..:.. 6 20 -: 0 t - .,,: 0 213 711 ,.1644 423 905 .. Aft 0 0 t ' : 0 0 0 '0." 0 0 0. 0 0 0 P 6 c) AED excursion 3053 1901 Envelope loss/gain 25766 21457 21751 23987, 12 a) Infiltration b) Room ventilation " 2453 0 712 0 2490 0 778� 0 13 Internal gains: 0 pants @ 230 2 460 0 0 ppliances @ 1200 1 1200 0 0 Subtotal (lines 6 to 1 + 28208 23829 24241 24765, 74 15 Less externalJoad Less transfer ' Redistribution Subtotal Duct loads 21% 36% 0 0 28208 6020 0 0 23829 8544 29% 40% 0 0 24241 6989 0 0 24765 9884 .Total too ad. Air re 5m) 34226 1260 32372 1260 31229 1380 34649 1380 1tLSO1-t RighhSuite Residential 6.0.98 RSR29434 and SettingslRichQesktoplold drive\Rich-calcVrlilligan-riew.rrp Calc = MJS Oriental 2007-Apr-1013:54 07 Page 2 Right-J Worksheet Entire House Clean Air Technologies Job: Milligan Res - Date: By: 1 2 3 r 4 Room name Gamezone Exposed wall 1 %.6 1t Ceiling height 10.0 It d Room dimensions Garage ne 106.0 It 8.0 ft d 5 Room area 1256.0 ttz 876.0 ftT aL Ty Construction number U-value (BtuhllI Or HTM Area IV) (Btuh/I or perimeter (ft) Load (Btuh) Area or ( perimet ) Load (B[uh) Heat Cool Gross N/P/S Heat Coal Gross Heat Cool 6 11 I 13A-4ocs 10A-m IA-ciom 1A-clam to-clom 7A-lgsnn to-ciom 1A-cf om 1900 13A-4ocs 1OA-m to-ciom - IA-ctom 1B-c1mn 1Ac1pm IA-ctom 1 OA-m 1OA-m 1OA-m 13A-4ocs to-ciom 1Bclfm IA-clom to-clom 13A-4ocs 1 OA-m 1A-otom 1B-ctfm 1A-ciom 1B-ctfm 1A-clom. 1OA-m IA-clom 13A-4pcs 7Bc1tm tAclom 10A-m 1B-clfm 1B-ctfm 13A-4ocs 1Actom 1A-ciom to-ciom 1A-ciom 1B-c1fm 18-clfm to -clam 1A-clom 12B-Obw 1.27 f. 31 $8 044,�. 1.270 0,8W# 7 270 1270 0 470 0.143 1.670 1.270 1.270 1.130 t270 1.270 1.670 1.670 1.670 0414 1270. 122'47' toil 1,27 0.143 1.670 1.270 1.130 1.270 1.130 1.270 1.670 1270 CLUS. 1d30= 1. iA, £6'70: 1_18&= t.m 0,143 1.270 1.270 1.270 1.270 1.730 7.130 1.2 12 0 no Ate ne VI 9e^ ale ne -. ne- se as se se se se se se se se & s E s s s sw sw sw sw sw sw sw sw sw w w- w W w w nw nw nw nw nw nw n n w °. ., 7 1 4AII 3.26 43.42 33.02 33A2 31.64 35.56 '35.56 46.76 46.76 46.76 1.3k _ -' ?r.: 3.85 43.42 33.02 '.29.38 35.56 29.38 35.56 46.76 35.56 2 3556 46'76. ! 2888 2938` 3.9 33. 2 3 3. 4 .56 56 ?:72; & ." n. _ ti^` - c - .. , ` e-": _'' ': 2.07 200 137 511 22.53 48 48 2084 49.48 0 0 0 58.07 15 5 48k7 33.30 0 0 63.85 0 0 70.95 0 0 19.57 0 0 0' 25.31 0 0 19.57 0 0 N .. -.: _. .�.: 2.47 2 1 7 694 22.53 4 8 - 2084 34.77 15 15 509 70.92 0 0 0 60.22 0 0. 0 63.04 0 0 0 34.77 0 0 25.31 0 0 4 0 0 0, -Q: .-gIM 53A 9. . . - . 0 660 601 2235 .03 50 0 1651 0.43 9 0 297 70.43 0 0 0 70.43 0 0 0 70.311 0 0 0 70.36 0 0 0 70.43 0 0 0 46.24 0 0 0 '- 0 0 0 0 0 0 0 C4 .._-.� 462 1081 536 0 0 0 0 0 .,, 0 - ^� " i0}. {4•. 1487 2801 634 0 0 0 0 0 0 :6;. , A w� ^ '0 352 0 0 0 0 0 0 0 0 0 $ .. 0 0 0 0 0 0 0 0 0 0 t 328 0 0 0 0 0 0 0 0 .-r0 Q 352 0 0 0 0 0 0 0 0 0 0 0. -. 0 0 0 0 0 0 0 0 0 0 0 0 0 328 0 0 0 0 0 0 0 p OI: 0 0 0 p', 0 p 0; 0 0 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 p 0 0 p 0 0 0 0 0 '0 0 0 0 0 0 - 0 - 0 ❑ 0 0 0 0 0 0 0 0 0 - 0 0 0 ❑ 0 ❑ 0 0 0 0 0 0 0 0 0 0 0 - 0 P 6 c) AED excursion 2487 p Envelope loss/gain 1 16888 143231 0 0 12 a) Infiltration b) Room ventilation 1372 0 429 0 0 0 0 0 la Internal gains: O upards @ 230 hdpliances @ 1200 0 0 0 - 0 0 0 0 0 Subtotal (lines 6 to 1 18260 14752 0 0 Less external.load Lesstransfe Redistnbwon s 14 Subtotal l5 Duct loads Total room ad.: A ' ir re m) Aft ,� 17% 30% 0 0 0 18260 3031 21828 0 0 0 14752 4446 '19197 fiza 0% 0% 0 0 0 0 0 0 0 0 0 o ° -may' ' sort Right -Suite Residemial 6.0.98 RSR29434 V , ! c U1 efnenl i ` Documents and SettingslRichlDasktoptold driveMich-cata""igan-os'rrp Calc= MJ8 Orients, .' 2007-Apt10 13:54:07 Page 3 Right-J Worksheet Masterzone Clean Air Technologies + trry Job: Milligan Res' Date: 03/26/07 By: RDS.7 1 Room name Masterzone Offi 2 Exposed wall 161.8 it 11.0 It 3 Ceiling height 11.7 It d 11.0 It aVcool 4 Room dimensions 1.0 226.5 ft 5 Room area 1508.0 fP 225.5 its Ty Construction U-value Or HTM Area (ft2) Load Area (t2z) Load number (BtuhM--°F) (Btuh/M or perimeter (ft) (Btuh) or perimet ) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross Heat Cool 6 6to-clom 13A400s 10A-m 1A-clom IA-clom 7A-1gsnn 137, 1 37 38d2 048 12,70 M600'ties.s ne. ftall rw nor fte, .� i °i d ;. 35 - -r a, s r -� _-" ;- - - `A'"•• _ 10.E : 412 0 0 0: 0 255 0 0 0 0 IAclom IAciom 1100 1,270 1.270 0.17 r* no na:'. = •k il,. ,4� _ '* .0" 640: p. 1268 0 13A-4ocs 10A-m to-clom 0.143 1,670 1.270 se as as 4.00 46.76 35.56 2.47 36.31 70.95 859 0 - 0 842 0 0 3373 0 0 84 0 0 0 0 0 0 0 0 0 0 0 0 IA-c1om 16-clfm 1270 1.130 as as 35.56 31.64 70.95 70.92 0 12 0 12 380 0 0 0 0 0 0 0 0 0 0 1A.ciom 1.270 se 35.56 63.86 5 0 287 0 0 0 0 1Aclom 1.270 as 35.56 70.95 0 0 0 0 0 0 0 10A-m 1.670 as 46.76 30.04 0 0 0 0 0 0 0 0 10A-m 1,670 se 46.76 43.21 0 0 0 0 0 0 0 10A-m 1.670 se 46.76 30.04 0 0 0 0 0 0 0 13A-4ocs IA-clom 1B-c1fm to-ctom 1B-clfm 1A-ctom 13A-4ocs QA4Q 1.270 1.130 1270a fJw 1.270 0.143 s S s. s s sw ` 33 4.00 ,... r'_ 2A7 E,- � 1 + 1�4 ` , _ 455 -f,0 �281 �p a.'0, ,1# Q. 0 0 0 0 Q 0 0. 0: 0 0 0 0 0 0 0 D 10A-m 1.670 sw 46.76 3(.31 0 0 0 0 0 0 0 1A-ctom 1,270 sw 35.56 70M 0 0 0 0 0 0 0 0 1B-clfm 1,130 sw 31.64 70.92 0 0 0 0 0 0 0 0 1A-ctom 1.270 sw 35.56 70.95 17 5 605 1024 0 0 0 0 1B-ctfm to-ctom 1.130 1:270 sw sw $1.64 35:56 70.92 70.95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10A-m 1.670 sw 46.76 43.21 0 0 0 0 0 0 0 to-ciom 13A-4ocs 1B-clfm 1A-clom 1.270 0.143 113Q' 12711 sw w. w yr. 3556 -0; -' 351 , _ 0 0 xJ` 0 0 5 Mb 0 `,ii� 0 0 0 0. 0 0 0 10A-m 16-ctfm - 'T6 TAW qC a 4G 6 Q 0 0 0 0 78-c1fm 113b w `. 34. .'- Q. _.-0 0 0 0 13A-4ocs 0.143 nw 4. 7 363 363 1465 899 0 0 0 0 1A-01om IA-clom IA-clom to-clom 18-clfm 18-c1fm to-clom 1A-clom 72&Obw 1.270 1.270 1.270 1.270 1.130 1.130 1.2 12 nw nw nw nw nw n n w 35, 6 3 3. 4 .56 .56 2:721 .03 0.43 70.43 70.43 70.38 70.38 70.43 4524 0 0 0 0 0 0 0 0 ". °.;q 0 0 0 0 0 0 0 0 C`,. 0 0 0 0 0 0 0 0 3. 0 0 0 0 0 0 0 0 ...::: 0 0 0 0 0 0 0 0 ;fl 0 0 0 0 0 0 0 0 0: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 6 c) AED excursion 1 426 -178 Envelope loss/gain 19570 14372 1471 1344 12 a) Infiltration V 'b) Room ventilation 2383 0 692 0 153 0 44 0 13. Internal gains: Oc pants@ 230 2 460 0 0 pliances @ 1200 1 1200 1 1200 Subtotal (lines 6 to 1 21954 16723 1624 2589 (.19 1p Less external load k Less transfer- Redistnbuaon Subtotalf,�%' Duct loads 17% 33% 0 0 21954 3826 0 0 16723 5469 17% 33% 0 0 1624 283 0 0 2589 847 Total rooAp,dY Air re fm) 25779 900 22192 900 1907 67 3435 139 Residential6.0.98 RSR29434 Cali: _ MJS Orientat 2007-� 7 Page 4 Right-J Worksheet Masterzone Clean Air Technologies i Job: Milligan Res Date: 03/26/07 By: RDS 1 Room name Her Bath Her Trslet m 2 3 4 5 Exposed wall Ceiling height Room dimensions Room area 46.0 ft 11.0 ft heat/cool 1.0 x 228.0 ft 228.0 ft2 10.0 ft 11.0 ft at/cool 6.0 9.0 ft 54.0 W Ty Construction number U-value (Btuh/ft---°F) Or HTM (Btuht" Area (fts) or perimeter (ft) Load (Btuh) Area (ft.) or perimet ) Load (Btuh) Heat Cool Gross WP/S Heat Cool Gross Heat Cool 6 11 13A4ocs 10A-m 1A-clom IA-clom 7A-1.gsnn to-cfom tActom 13A-4ocs 10A-m 1A-clom 1A-clom 1B-clfm IA-clom to-clom 10A-m 70A-m 1OA-m 13A-4ocs 1A-clom 1B-clhn 1A-clom iB-cifm IA-ciom 13A-4ocs 10A-m 1Actom 1B-ctfm 1A-clom 18-olfro to-clom 1OA-m to-clom 13A-4ocs 7B-clfm IA-clom 10A-m 1B-cifm 1B-cifm 13A-4ocs to-clom IA-olom to-ctom 1A-clom 16c1fm 1B-ctfm 1A-ctom 1A-ctom 12B-Obw. 1.37 t 37 38,021 0A8 17270=, 0600,, T" 2f.0, 1270 0.143 1.670 1.270 1.270 1.130 1.270 1270 1.670 1.670 1.670 Qt4S 1270 1730 1.270 11,30 1.270, 0.143 1.670 1.270 1.130 1.270 1.130 1.270 1.670 1.270 0143 f 130 1b70 Tt30 T.t3R 0.143 1,270 1.270 1.270 1.270 1.130 1.130 12 12 0 ne- na ma rra, rw, its, ram',: as se as as $e as se as as se a a s," s 3 s sw sw sw sw sw sw sw sw sw w, w, W-r. w. nw nw nw nw nw nw n n w £ " ". _ 400 2.47 46.76 36,31 3556 70.95 35.56 70.95 31.64 70.92 35.56 63.85 35.56 70.95 46.76 30.04 46.76 43.21 46.76 30.04 I w k -. $i 35 $'G 3�, 3 -we 4.00 2.47 46.76 36.31 35.56 70.95 31.64 70.92 35.56 70.95 31.64 70.92 35.56 70.95 46.76 43.21 35.56 -,_„4, k ".. �, s q,,{ x �"5 3T61F. ,° 3'F.5+1 ... 4. 7 35. .03 6 0.43 70.43 70.43 3 7&38 3. 4 70.38 .56 70.43 56 45.24 a 143 0 0 0 0 0 0 0 0 0 s - 474 . - 0 0 0 0 ` . "- 187 0 0 0 I 143 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 187 0 0 0 0 0 0 0 0 . - .,�. `"" - 573 0 0 0 0 r �000 0 0 0 0 0 0 0 0. k „#, � �. 749 0 0 0 0 0 0 0 .. 0 - 354 D 0 0 0 0 0 0 0- 0 .0 0 0 0 _._.,,. -0 ..', .jj- 463 0 0 0 0 0 0 0 ... .... 0 `•„ 11 0 ( " 0a 66 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 0 62 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 0 0 0:. 1.7,6; 0 0 0.. 0,. 0' 246 0 0 0 0 160 0 0 0 0 0... 0. 0 0. 0' 0 0 0 0 0 0 0 0 0 0 0' ,'.0. 0 0 -0 0 0 0 0 ' 0 0 0. 109 0 01A-clom 0 0 0 0 152 0 0 0 0 287 0 0 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 6 c) AED excursion -119 -20 Envelope loss/gain 4325 2380 1012 585 12 a) Infiltration b) Room ventilation 641 0 186 0 139 0 40 0 13 Internal gains: O pants '..230 pliances@" 1200 0 0 0 0 0 0 0 0 Subtotal (lines 6 to 13011 4966 2566 7151 626 74'J�Total Less external load LesstransferT` ;� 6iedistribution Fi°'' ubtotal ° uctloads - roc ad ar re fm) 17% 33% 0 0 0 865 5831 204 0 0 0 2839 3405 138 17% 33% 0. 0 0 1201 1352 47 0 9 0 205 830 34 �� v1 91-and F:\Documents and 6.0.98 RSR29434 Cato = MJ8 Orientat 2007-Apr-1013:54:07 Page 5 Right-J Worlksheet Masterzone Clean Air Technologies Job: Milligan Res 4 Date: 03/26/07 �f By: RDS 1 2 3 4 5 Roomname Exposed wall Ceilingheight Room dimensions Room area Her WIC 13.0 ft 11.0 It heat/cool 13.0 x 9.0 It 117.0 f? His C 14.0 ft 11.0 ft at/cool 14.0 9.0 ft 126.0 ft� Ty Construction number U-value (Btuh/ftz°F) Or HTM (StUN" Area (ft- or perimeter (ft) Load (Btuh) Area (W) or pedmet ) Load l (Btuh) Heat Cool Gross N/P/S Heat Cool Gross Heat Cool 6 it 13A-400s t0A-m IA-clom 1Actom to c7om 7A-igsnn IA-clom to-c7om 11Q0 13A-400s l0A-m IA-clom 1Aclom 18-c1fm 1A-c7om IA-clom 10A-m 10A-m 10A-m 13A-400s to-clom 16-clfm to-c7om 16-otfm IA-ciam 13A-400s 10A-m 1A-clom 1B-clfm IA-clom 7B-clfm 1A-c7om 1 GA-m 1A-clom 13A-4ocs. 1Aotom 10A-m iB-clfm 18clfm 73A-4ocs 1A-c7om 1A-c7om 1A-c7om to-clom 1B-c1fm 1Bc1fm 1A-c7om 1A-c7om 12S-Obw 1.37 1.37 3$02' 048 1279 0600 1.270 t.270 OA70 0.143 1.670 1.270 1.270 1,130 1.270 1.270 7.670 1.670 1.670 _ 0 1.270s 1.130 7270 ? i30 T.270 0.143 1.670 1.270 1.130 1.270 1,130 1.270 1.670 1.270 0 143 ,?27f) 1130 ?670 1130 f 13t3 0.143 1.270 1270 1.270 1.270 1.130 1.130 1.2 1.2 0 no nie, ne• rre; me me, he.. , ne- ne as as se se se as se se se se, & s' e Or sw sw sw sw sw sw sw sw sw w, w Yf w . w nw nw nwIM nw nw nw n n w 2; �. 0. - , • -z I `- 478' 4.00 2A7 46.76 36.31 36.56 70.95 35.56 70.95 31.64 70.92 35.56 63.85 35.56 70.95 46.76 30.04 46.76 43.21 46.76 30.04 - - ,fig - 35 `. 4.00 2.47 46.76 36.31 35.56 70.95 31.64 70.92 35.56 70.95 31.64 70.92 35.56 70.95or 46.76 43.21 35.56, 4. '�9 [ 3- 9b� 4. 7 35. .03 0.43 70.43 70.43 70.38 70.38 .56 70.43 56 45.24 2.72 0�8't - Q 143 143 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a'_... - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 0 - - 573 0 0 0 a 0 0 - 0�- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' ,•d -$' 354 0 0 '' 0 0 0 0 a�� _ - ,- 0 ,0 '0 0 0 0 0 0 0 "'a .% 0 0 0 0 0 0 0 0 0 ' , 2h ° .. 154 0 0 0 0 0 0 0 0 0 - .. @ : p 0 0 0 0 0 0 0 0 .. 0 0 - 0 0 0 0 0 0 0 ":0, ,�, 0 0 . 0 154 0 0 0 0 0 0 0 0 0 -0, 0„ 0 0 0 0 0 0 0 0 0 .0 t1 0 0 0 0 0 0 0 0 0 �. 0 0 - D: 0- 0: e 617 0 0 0 0 0 0 0 0 ' 0 -0 0- 0 0 0 0 0 0 0 0 0 0 0 _ 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 381 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 0 0 0 0 0 0 0 0 0 0 0 P 6 c) AED excursion 26 -41 Envelope loss/gain 1067 327 1322 537 12 a) Infiltration - b) Room ventilation roo 181 0 53 0 195 0 57 0 13 internal gains: pants @ 230 pliances @ 1200 0 0 0 0 0 0 Subtotal (lines 6 to 1 1248 $80 1517 594 Less externaLI�JJoad Less transferu' Redistribution Subtotal 0 loads,,,1248 lots)I ad Ir re fm) 33% 0 0 0 217 1466 0 00 0 390 124 ane 17% 33% 159417% 294 0 0Duct L17,� 511 Printout ce 9h�sofle 9 rtified b ACCA to meet all re „ )Documents and 6ettin s Rich D M S P� Resitlentiai 6.0.98 RSF129434 Ulremeni 9 1 1 sekto old drive)Rich-calclMilligan-naw,rrp Calc = MJ8 Odentat 2007-Apr-70 13:54:07 Page 6 Right-J Worksheet l Masterzone 4J Clean Air Technologies Job: Milligan Res Date: 03/26/07 By: RDS tganre6 1 2 Room name Exposed wall Master bdrm 33.6 ft His BIC 5.0 1t 3 4 5 Ceiling height Room dimensions Room area 12.6 ft heat/wol 1.0 x 534.0 ft 534.0 fie 11.0 ft cool 1.0 113.0 ft 113.0 ft' Ty Constriction number U-value (Btuh/W--°F) Or HTM (lit it" Area (flR or perimeter (ft) Load (Btuh) Area (ft� a perime Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross P&IW Heat Cool 6 11 f iG 13A-4oes 10A-m 1A-clam IA-clom 1A-clom 7A-1 gsm 1Aolom 1Aclom 1100 13A-4ocs 10A-m 1Aclom 1A-clom 1Bc1fm 1A-clom 1Actom 10A-m 70A-m 10A-m 13A. om 1B-ctfm 1A-clom 1 B-clam 1Actom 13A-4ocs 10A-m 1Aclom 1Bc1fm 1A-clom 18-clfm 1Aclom 10A-m to-clom 13A-flocs 1B-clfm to-clom 10A-m 1B-Cthn 1B-clfm 13A-4ocs IA-clom 1Aclom IA-clom 1Ac1om 1B.ctfm 16clfm 1Aclmn IA-ctom 12B-0bw 1.37 137 3802 048 1270 0,600 1.270 1270 0170 0,143 1.670 1.270 1.270 1.130 1.270 1.270 1.670 1.670 1.670 0,143 1,270 1.130 1.270 1.130 1.270 0.143 1.670 1.270 1.130 1.270 1.130 1.270 1,670 1.270 0.143 1130 1270 1.670 1.130 1130 0.143 1.270 1.270 1.270 1.270 1.130 1.130 1.2 1.2 0 ne ne'. no no no no ne' ne--. no se se se se se se se se se se s s s-= s s s sw sw sw sw sw sw sw sw sw w w w w w w nw nw rw+ my nw nw, nvi n .7 ow4Wf5.56 "+^ 255 157 coo 025 3556 16.80 35.56 3556. 476 4.00 40.76 35.156 35.56 31.64 35.56 35.56 46.76 46.76 46.76 400 34 00 3164 35 A 31 64 35.56 4.00 46.76 35.56 31.64 35.56 31.64 35.56 46.76 3556 4 00 31 ' 3556 4676 3164 3164 4 35. b6 55..5 ft3T s 3g. 4 36.56 2.72 2.47 :4295 70,43 7043 7043 4805 70A3 4524. 4.85 2.47 36.31 70.95 70,95 70.92 63.85 70.95 30.04 43,21 30.04 2,47 88 37,88 3653 3788 36,53 37.86 2.47 36.31 70.95 70.92 70.96 70.92 70.95 43.21 4Y 7 91 9p 9112 5319 91.90 'e0l 90 "*7 ; 6.03 0.43 70.43 70.43 70.38 70.38 70.43 45.24 --: aft 0 =0 0 0 0 0 0 0 © 252 0 0 0 12 0 0 0 0 0 0 0 a 0 0 0 0 0 0 �.^ : .0 , ; 71 '0 0 36 0 :0 76 0 0 0 0 0 0 0 0 -.. 0 0 0 0 0 0 0 0 0 0.._ 240 0 0 0 12 0 0 0 0 0 .. 5 0 0 0 0 0 0 0 0 35 0 0 0 0 0 76 0 0 0 0 0 0 0 0 0 0 0::.. 0 4 0 0 0 0 0 961 0 0 0 p '. _' v, 101 0 0 0 0 0 0 0 0 141 0 0 1683 0 0. 303 0 0 0 0 0 0 0 0 0 0 0 0 .:. 0 .. ': � 0 0 Y 0 0 0 0 b p 0 D 62 0 0 0 0 0 0 0 0 87 - 0 0 1915 C 0 187 0 0 0 0 0 0 0 0 0 06 .. _ "0- . ' �.'.0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 9- 05 0 0^ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 55 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 '0 0 0 0 0' 0 0 0 220 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 136 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 l�13A-4ocs P 61 e) AED excursion 1119 -22 Emelope loss/gain 5465 4071 565 292 12 a) Infiltration b) Room ventilation 537 0 156 0 70 0 20 0 13 Internal gains: -.. O pants @ 230 2 460 0 0 ,9% pliances @ 1200 0 0 0 0 Subtotal (lines 6 to 1 6002 4687 635 312 Less extematload 0 0 0 0 14 15 Less imnsfe Retlisiribution,:�`+r Subtotal 1--6002 Duct loads 4, 17% 33% 0 0 1046 0 0 4687 1533 17% 33% 0 0 636 711 0 0 312 102 LITotal roomyoad . Air regtre fm) 7048 246 6220 252 746 26 414 17 11 • • ••�`•� ""r unou Y nvl.M to meet all r uirements or Manual J 8th Ed, itsoft Right -Suite Residen6ai 6.0.98 RSR29434 aril SethrlgslRtchOp ktOplolddrivslRich-catclMilligan-now.ap CaIc=MJe Ooergat 2007-Apr-f0 13:64:07 Page 7 e Right-J Worksheet Masterzone Clean Air Technologies Job: Milligan Res ^' ` Date: 03/26/07 By: RIDS A'"u i RL. • 2 Room name Exposed wall Sittingql 29.2 ft ._- ��. 3 4 5 Calling height Room dimensions Room area 12.6 ft heat/cool 1.0 x 110.5 ft 110.5 ft2 Ty Construction number U-value (Btuh/ft2--°F) Or HTM (BtuhM Area (fre) or perimeter (ft) Load (Btuh) Area , or perimet ^' Load Heat Cool Gross N/P/S Heat Cool Gross Heat Cool 6 13A-4ocs 1.37 one 255 -. 2,47 0 0 O. I. 0 10A-m 137'ne 1.57"' 42.96. 0 :-0 0--< 0:. IA-clom 3802 ne 0.00-' 70.43 0, -0 0 0' !A-ctom 048 ne 0.25 7043 p 0 0 0 11 1A-clom 1.270 no 35.56" 7043 0 0 0 0 7A-tgsnn 0.600 ne 10.80 ` 4806 .Y. 1A-clom IA-clom 11Q0 13A-4ocs 1.270 1.270 0170 0.143 ne -.ne ne se 3556 3556 476 4.00 70.43 `, 45.24 - 4.65 2.47 - D ' 0 0 101 - .0 0 ':a 101 -0 D 0.- 404 '' 49 - D 10A-m 1A-clom to-otom 1.670 1.270 1.270 se se se 46.76 35.56 35.56 36.31 70.95 70.95 0 0 0 0 0 0 0 0 0 it,°0 1B-c1fm IA-clom 1A.clom 10A-m 70A.m 10A-m 1.130 1.270 1.270 1.670 1.670 1.670 se se se se se se 31.64 35.56 35.56 46.76 46.76 46.76 70.92 63.85 70.95 30.04 43.21 30.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A4ocs 0.143 3 4,00 : 2,47 W 41 64 102 j 1A-clom 1B-clfrn IA-clom 19-01fm IA-clom 13A4ocs 10A-m IA-clom 1&c1fm 1A-ctom 1B-clfm 1A-clom 10A-m 1A-ctom 13A-40cs 1B-clfm IA-clom 10A-m 1B-clfm 1270 1130 1.270 1.130 1270 0.143 1,670 1.270 1.130 1.270 1.130 1.270 1 670 1270 0.143 1.130 1.270 1,670 1.130 s s is s is sw sw sw sw sw sw sw sw sw w w w w .w 35.56 31-64 3l 3164 35.56. 4.00 46.76 35.56 31,64 35.56 31.64 35.56 46.78 35,56 4 p0 31.64 35.56 46.76 3164 3788 36.53 -37.86 = 36.53 37.88 2.47 36.31 70.95 70.92 70.95 70.92 70.95if 43,21 4 .91 911 - 53.19 : 91.90 0 0 17 -. 4 0 0 17 0 0 68 n { 0 17 0 0 . 0. 3 0 0 0 5 0 0 0 0 41 ' 0 0 0 0 0 0 $ 605 . ' 0 0.... 134 0 0 0 605 0 0 0 0 164 0 605 a 0 0 0 59f 0 0. 93 0 0 0 1024 0 0 0 0 • 102 "... 0 1549 - D 0 - 18-01fm 1.130. w 31.6. 1.30- ID/ �--G , ( i 13A-4ocs IA-ctom IA-clom !A-clom !A-cl om 1B.clfm 1B-clfm to-clom !A-clom 128.Obw 0.143 1.270 1.270 1.270 1.1 0 1.130 1.130 1.27 1.2 0 nw ow ow nw nw nw n n w `. 4. 35. 6 5 ,3 3. 4 35.56 .56 2.72.'... 7 6.03 0,43 70.43 70.38 70.38 70.43 45.24 45.24 084 101 0 0 0 0 0 0 0 0 ,. fl 101 0 0 0 0 0 0 0 0 ':'0 404 0 0 0 0 0 0 0 0 0':, 249 0 0 0 0 0 0 0 0 0;.. � P 6 • c) AED excursion 713 Envelope loss/gain ..�'* 4344 4835 12 a) Infiftratior. b) Room ventilafion `fir 466 0 135 0 13 Internal gains: O pants @ 230 „pliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13)• 4811 4970 2007-AprgO 13:54:07 Page 8 Right-J Worksheet KitchenZone Clean Air Technologies � nt9Xy2 Job: Milligan Res Date: 03/26/07 �S'p By; RIDS me wall eight TR'Mmgodimensions - ea KhchenZona 172.6 ft 11.2 ft d 1819.0 ft2 Ba1t1 28.0 ft 11.0 ft oil, 66.0 1re11.0 s.0 ft Ty Construction number U-value (Btuh/tti°F) Or HTM (Stub/" Area (ft) or perimeter (ft) Load (Btuh) Area (1� or perimv ) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross. NgWI Heat I Cool 6 17 13A-4oce to-clom to-clom to-clom 7A-1 gsnn 1A-ctom 1A-ctom 1100 13A-4ocs 10A-m IA-clom 1A-clom 16-c7fm 1A-ctom SA-clom 10A-m 10A-m 10A-m 13A-4ocs to-c1fm 7B-cifm IA-c7om 1&ctfm 13A-4ocs 10A-m IA-clom 16-01fm 1A-c7om 1B-cIfm 1A-clom - 10A-m 1A-c7om 13A-4ocs 1B-c1fin 7Ac7om 10A-m 113-c7fm 7B-c7fm 13A-4ocs 1A-clom to-clom 1Aclom 1A-clam 1B.c1fm 18-c7fm 1A.clom to-c7om 12B-Obw t37' 3&A2 fY48 1270. 0600.' 1270 1.270 aT7a 0.143 1.670 1,270 1.270 1.130 1,270 1.270 1.670 1.670 1.670 '. 034a 1 27a 113D 1.270 0.143 1.670 1.270 1.130 1.270 1.130 1.270 1,670 1270 0,14 1 1 1,270 t-43a.. 0.143 1.270 1.270 1.270 1.270 1.130 1.130 1.2 12 0 na:.:� ne n6 n8 ne no. r1a.:.S_-SifYisY3' ne se se se se se se se se se se x . S ♦€ s sw sw sw sw sw sw sw sw sw ,w' ' qt"b' w34 nw nw nw ma nw nw n n w -. 1, ; -: 4.T 4':85- 4.00 2.47 46.76 36.31 35.56 70.95 35.56 70.95 31.64 70.92 35.56. 63.85 S5.56 70.95 46.76 30.04 46.76 43.21 46.76 30.04 , , �`:.. ' : 3,a^ = - 3 i8 4.00 2.47 46.76 36.31 35.56 70.95 31.64 70.92 36.56 70.95 31.64 70.92 35.56 70,95 4676 43.21 3566 4: 1:`j;, .64 4. - 7+ 35. .03 6 0.43 70.43 70.43 3 70.38 3 70.38 .56 70.43 56 45.24 272 . (W }P 355 0 0 0 0 0 21 24 24 . ..., 8 '. 4 0 0 0 0 4 6 - ,t.. a 851 0 0 25 5 16 40 .6 20 „ 279 0 0 0 0 0 0 24 24 . 8 3 1 0 0 0 0 0 21 48 0 740 0 0 0 0 0 0 0 0 237?' - ;,„ �.:. 1175 0 0 0 122 ,. 3 ' ." 1405 0 0 0 0 0 747 2244 213 r= .:ua '" 2961 0 0 889 160 506 1266 213 711 ;:: ,x.',.. _ 'c 89 0 0 0 1454 470 608 757 $68 0 0 0 0 0 730 1215 276- .�. 1829 0 0 1761 317 1126 2815 423 905 =191, '. ,- ID r„ .�:. . .,. ## :0; 121 0 0 0 0 0 0 0 `0 8 66 0 0 0 0 0 0 0 6 )- ..- 121 0 0 0 0 0 0 0 0 "7 0 -, 0 s 0 0 0' 113 0 0 0 0 0 0 0 0 8 60 0 0 0 0 0 0 0 0 _ 121 0 0 0 0 0 0 0 0 0: a. Q. : 0 0. 0 0: 452 0 0 0 0 0 0 0 0 374 0 q 0 Q 240 0 0 0 0 0 0 0 213 Q•. 0. 0- a; 484 0 0 0 0 0 0 0 0 _. a.: 0 0 0 0 0 0 280 0 0 0 0 0 0 0 0 : 157 0 0 0 0 0 148 0 0 0 0 0 0 0 276 0 0 0 0 Q 299 0 0 0 0 0 0 0 0 0 U7A-c7om P 6 c) AED excursion I I3053 45 Envelope loss/gain 25766 21457 2920 1308 12 a) Infiltration b). Room ventilation 2453 0 71 0 0 390 0 113 0 13 Internal gains: Ipants @ 230. pliances@ 1200 2 1 460 1200 0 0 0 0 Subtotal (lines 6 to 1 28208 23829 3310 1421 Less external cad _ Less transfe g Redistribution 14 Subtotal �4. 75..®uct load;s�` Total room(oad z Av re m) S 21% 0 0 28208 36% 6020 34228 1260 0 0 23829 8544 32372 1260 21% 36% 0 0 0 3310 706 4016 148 0 0 0 1427 51C 1931 75 and 6.0.98 RSR29434 ' 1--calc\Milligan-new.rrp Cale x MJ8 06entat 2007-Apr-1013:54:07 Page 9 Right-J Worksheet KitchenZone Clean Air Technologies Job: Milligan Res Date: 03/26/07 '"`w By: RIDS Toom 0®me wall height oom dimensions oom area Betlnn3 33.0 ft 11.0 ft heaV000f 1.0 x 160.0 ft 160.0 f12 Famixposed 37.0 ftjjj$p,"ffieiling 1Z0 ft F�aUcool 1.0 373.5 it 373.5 f12 Ty Construction number L-value (Btuh/ft2--'F) Or HTM (Btuh" Area (ft9) or perimeter (ft) Load (Btuh) Area (ft2) or perimet ) toad (Btuh) Heat Cool Gross N/P/S Heat Cool Gross Haat Cool 6 71 13A-4ocs 10A-m to-c7om 1A-ciom to-clom 7A-1 gsnn IA-clom to-ciom 71O0 13A-4ocs 10A-m 1A-ctom 1A-clom 1B-clfm 1A-c7om lA-clom 10A-m 10A-m 10A-m 13A-4ocs 1A-ctom 1B-clfm to-ciom 16-clfm 1Aclom 13A-4ocs 10A-m to-ciom IS-clfm to-clom 1B-c1fm to-ciom 10A-m IA-clom tB-clfms to-c7om 10A-m 18-clfm 1B-c1fm 13A-4ocs IA-clom IA-clom IA-ctom IA-clom 1B-clfm tB-clfm to-clom to-c7om 126-Obw 137 v 0 12 127, 1.270, 0.1a0 0.143 1.670 1.270 1.270 1.130 1.270 1.270 1.670 1.670 1.670 610-, 1.270 1,130 t.270 1.130 1270 0.143 1.670 1.270 1.130 1.270 1.130 1,270 1.670 1270 1 i8(J 127 -. 1 67,Yx "118 0.143 1.270 1.270 1.270 1.270 1.130 1.130 1.2 1.2 0 n na7 9Q*:= ow i#ii €1H" ner-5 se se se se se se se se as se a s s sI s a sw sw sw sw sw sw sw sw sw W, it w nw nw nw nw nw nw, n n w s�yke•s F r„�, ( + 3 :s 4.00 2.47-0 46.76 36.31 35.56 70.95 35.56 70.95 31.64 70.92 35.56 63.85 35.56 70.95 46,76 30.04 46.76 43.21 46.76 30.04 i .4M --240 - ! .;� 4.00 2.47 46.76 36.31 35.56 70.95 31.64 70.92 35.56 70.95 31.64 70.92 35.56 70.95 46.76 43.21 35 _: I 31.64 4. 7 35. .03 8 0.43 70.43 70.43 3 70.38 3. 4 70.38 .56 71 .56 45.24 2, ,O.SAt; ' - '""� r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 165 -0 0 0 0 0 0 0 20 "' ,..o -="`" 'fw� 0 0 0 0 0 0 0 0 0 0 66 0 0 0 0 0 0 0 0 145 0 0 0 0 0 0 0 0 = ? a _ FE1 0 0 0 0 0 ^ 0 i, 264 0 0 0 0 0 0 0 0 ` '..v », 581 0 - 0 0 0 0 0 0 ;... 711 3 C r„4- ..,�4 i 0 0 0 0 0 0 0 0 0 163 0 0 0 0 0 0. 0 0 .'I 359 0 0 0 0 0 0 0 .. 905 '= -. 168 0 0 0 0 0 0 24 24 0 0 228 0 0 0 0 0 0 48 0 r 48 0 0` 0 0 0 0 0 0 - g R p. q 120 0 0 0 0 0 0 24 24 0 180 0 0 0 0 0 0 48 0 a 6; 6 48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0: 480 0 0 0 0 0 0 1122 1122 0 0 0 0 721 0 0 0 0 0- 0 2244 0 0 0- 0: 0 192 0 0 0 0 0 0 0 0 .. 0 0 . 0 0 0 0 0 0 `. 0 0 297 0 0 0 0 0 0 470 608 0 0 0 0 445 0 0 0 0 0 0 1215 0 0 0 0 0 119 0 0 0 0 0 0 0 0 0 P 6 c) AED excursion 368 368 Envelope loss/gain 3559 2372 7317 3553 12 a) Infiltration b) Room ventilation ` 460 0 133 0 562 0 163 0 13 Internal gains: Oc pants @ 230 pliances @ 1200 1 0 230 0 0 0 0 0 Subtotal (lines 6 to 1 - 4019 2735 7879 3716 ` 14 115 Less eM®malJoad ? Less tranefe - Redistribution r Subtotal FF '+ Duct loads?fi 21% 36% 0 0 0 4019 858 0 0 0 2735 981 21% 36% 0 0 0 7879 1681 0 0 0 3716 1332 Total ro0 oad .- Air req fm) 4876 980 3716 145 9561 352 5049 197 Nn� >tTs Vr Right-SuRe Residential 6.0.98 RSR29434 and Settings\Rich\Desktop\old dine\Rich-talc\Milligan-new.np Calc = MJB Orientat 2007-Apr-10 13:54:07 Page 10 Right-J Worksheet KitchenZone Clean Air Technologies Job: Milligan Res Date: 03/26/07 X By: RDS lhl I 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Kitchen 17.0 ft 11.0 It heat/cool 1.0 x 356.0 ft 366.0 ft2 dinni il,;" 13.0 ft 11.0 it k1 1000 1 1.0 343.0 ft 343.0 112 &*% Ty Construction number U-value (Btuh/ftMF) Or HTIVI (13tuht" - Area (ft?) or perimeter (ft) Load (Btuh) Area (fM jm� or perimetq^ W"' Load I (Btuh) cool Gross NjP/S Heat Cool Grosss '�WHeat ill Heat Cool 6 11 13A4ocs 1 OA-m IA-clorn 1A-clonn IA-clom 7A-Igsnn IA-clorn IA ,clom 1100 13A4ocs IGA-m 1A-clonn 1A-clorn 1Bcifm IA-cionn lA-G10M 1 GA-m IQA-m 1OA-m 13A400s IA-clonn IB-cif ffl 1A-clorn 113-cift IA-clonn 13A-40cs 1OA-m 1A-clom 1B-clfm IA-clorn IB.cifrn IA-clorn 10A-m IAcIont 13A,4ocs 113-clfm IA-clonn IGA-m 1B-cifm 1B-clfm 13A-4ocs 1A-clom IA-clonn to-clom IA-clorn IBcIfm 18-c1fnn 1A-clom IA-clorn 12B-Obw 1.37 137 3802 048 1.270 0.600 1,270 1 �270 0,170 0.143 1.670 1.270 1.270 1.130 1.270 1.270 1.670 1.670 1-670 0.143 1.270 1 130 1,270 1.130 1.270 0.143 L670 1.270 1.130 1.270 1.130 1.270 1.670 1.270 O.M 1.130 1.270 1.670 1.130 1.130 0.143 1.270 1.270 1.270 1.270 1.130 1.130 1�2 1 2A how ne he ne ne ne ne ne ne ne se as as as se se se se se as a s s s $ s sw sw sw sw M sw sw sw sw W W w w w W nw my nw nXI n 2.Z5 1.57 0.00 0,26 35.56 16.80 35.56 35.56 4.76 4.00 46.76 35.56 35.56 31.64 35.56 35.56 46.76 46.76 46.76 4.00 3E56 31,64 35.56 Ocf.64 $6,56 4.00 46.76 35.56 31.64 35.56 31.64 35.56 46.76 35,56 4.00 31.64 35.56 4676 31.64 31.64 4.N 35, 6 jvs 3 4 .56 .56 2'47 42.96 7043 70.43 70.43 48.05 7043 45,24 4,85 2.47 36-31 70.95 70.95 70-92 63.85 70.95 30.04 43.21 30,04 2.47 3788 36,53 3788 Z16.53 37'88 2.47 36.31 70.95 70.92 70.95 70.92 70.95 43.21 4 , . ev 91 53=# 9qi 1 .03 0.43 70.43 70.43 7038 70'38 70.43 45.24 0-81- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C .,v () 1 0 0 0 0 1 0 187 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 U 0 0 0 0 0 0 0 0 a 0 0 0 C 0 0 181 0 0 0 0 0 0 0 0 0 0 10 0 0, 0 0 0 0 0 30 )4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 725 0 0 0 0 0 0 213 0 0 0 0 21 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 448 0 0 0 0 0 0 423 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 143 0 0 0 0 1 6 1 40 0 0 55,1 a 0 10, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 87 0 0 0 0 0 0 0 0 66, 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 348 0 0 0 0 506 1266 0 0 149 0 0 0 00 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 215 0 0 0 0 1126 2815 0 0 44 --D r --G �3 G ---G --G --G --G H 6 0) AED excursion 123 14741 Envelope loss/gain 1564 994 27641 5675 12 a) Infiltration b) Room vnolation 237 0 69 0 181 0 63 0 13 Internal gains: Oc8epants @ 230 pliances @1 1200 0 1 0 1200 0 0 1 0 0 Subtotal (lines 6 to 1 1821 2263 29451 5727 14 5 Less external oad Less trensfe Redistribution0 Subtotal DLCI loads 6& 21% 36% 00 0 1821 389 2263 811 21% 36% 0 2945 628 0 5727 2053 Tom roo ad AirM) 2210 81 3074 -120 3573 132 7781 303 �Doturnentfs 6.0.98 RSF129434 Calo = Mile Orlemat 2007-Apr40 13:54:07 Page 11 Right-J VWorksheet KitchenZone Clean Air Technologies ti R Job: Milligan Res Date: 03/26/07 ,� By: RIDS 1 Room name Bedrm 2 Br2 b 2 3 4 5 Exposed wall Ceiling height Room dimensions Room area 12.0 ft 11.0 It heat/cool 12.0 x 16.0 ft 192.0 f? 5.0 ft 11.0 ft at/cool 5.0 10.0 ft 50.0 fh Ty Construction number U-value (Stuh/W--°F) Or HTM (Btuh/it) Area (to or perimeter (it) Load (Btuh) Area (ftz) or perimet ) Load (Btuh) Heat Cool Gross N/P/S Heat I Cool Gross Heat Cool 6 I l 13A-4ocs 10A-m IA-ciom 1A-clom lA-ciom' 7A-lgsnn 1A-ciom 1A-clom 1100 13A-4ocs 10A-m to-ciom to-clom 1B-c1fm 1A-clom 1Aclom 10A-m 10A-m 10A-m 13A-4ocs 1A-clom 1B-clfm 1A-ciom 16-clfm IA-clom 13A-4ocs 10A-m IA-ciom 16-clfm to-clom 1B-cifm 1A-c7om 10A-m 1A-ciom 13A-4ocs 1B-cifm to-ciom 70A-m 18-cifm 7B-cifm 13A-4ocs 1A-clom 1A-clom 1A-clom 1A-c7om 1Bc1fm 1Bc1fm 1Aciom 1A-c7om 128Abw 107, f.3f 3802 048. 1.27$i 06t1� 1,27 1.2V 0,17fl 0.143 1,670 1.270 1.270 1.130 1.270 1.270 1.670 1.670 1.670 0.143., 1,276 1 f30 14270 0.143 1.670 1.270 1.130 1.270 1.130 1.270 1.670 1.270 0 14S 11 1.2 4670 1.in,' 413d 0.143 1.270 1.270 1.270 1,270 7.730 7.130 1.2 125.24 0 ne- .Re- A@-„ tie oa. no r18 ne na:. se se as as se as se se as se s 9 s s sw sw sw sw sw sw sw sw sw w' vn w w w w: nw nw m✓0,43 nw my0.43 nw n o ,2 i - ,. 46 �- S ? 35 4' 4.00 2.47 46.76 36.31 36.56 70.95 35.56 70.95 31.64 70.92 35.56 63.85 35.56 70.95 46.76 30.04 46.76 43.21 46.76 30.04 '2i4Z 3 3 ;5 - 4.00 2.47 46.76 36.31 35.56 70.95 31.64 70.92 35.56 70.95 31.64 70.92 35.56 70.95 46,76 43.21 35.56 ' 8� i tt,i, 4G,.P 53io 8� 64 91': 31f,$'4 ;. 0 7 .03 0.43 0.38 4f47O.36 0,43 .�.- 1e + - "0 0 0 0 0 0 0 0 0 0 0 0 0 0 q) 132 0 0 25 0 0 0 0 0 :. A r- -� ° 0 0 0 0 0 0 0 0 0 0 ` . 0 0 0 0 0 0 0 0 0 107 0 0 0 0 0 0 0 0 - - - _ ._ 0 0 0 0 0 - �0 0 0 0 0 0 0 0 - 0 `' 428 0 0 889 0 0 00 0 0 ''' " - 0 0'. 0 0 0 0 0 : 0; 0 0 0 0 0 0 01 0 ,""" 0 _ 265 0 0 1761 0 0 0 0 - << 0 0 0 0 0 0 0 0 0 0 1� "', 0 0 0 0 0 0 0 0 0 ,-d .@ 55 0 1 0 1 0 5 0 00 0 0 to 0 d 0 0'.. 0 0 0 0 0 0 0 0 0 0 -: 0 0 0 0 0 0 0 0 0 0 0 0 p. 51 0 0 0 0 0 0 00 , 1 Rio 0. 0- 0 0 0' 0 0 0 0 0 0 0 0 0 0 ' 0 r ! 0.. 0 0 0 0 0 0 0 0 0 0 0 0 p 0 d- 0 d. 202 0 0 0 160 0 0 0 = 299 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0 d 0 0 0 0 0 0 0 0 0 0 p 0 0 0 0 p 125 0 0 0 317 0 0 0 0 89 6 c) AED excursion ` 593 94 Envelope loss/gain 1774 2618 851 625 12 a) Infiltration 6 b) Room ventilation 167 0 49 0 70 0 20 0 113 Internal gains: O pants @ 230 N pliances @ 1200 1 0 230 0 0 0 0 0 Subtotal (lines 6 to 13L 1941 2897 921 645 14 t5 Lees eMernaoad c Less transfer �„� Rodill'in ution " Subtotal DuoKloads 21% 36% 0 0 0 1414 0 0 0 1039 421% 0 0 0 921 196 0 0 0 645 23i Aia�lroom- m) 2355 3935 153 1,, 1117 41 876 34 M and 6.0.98 RSR29434 Calc = Mis Onentat 2007-Apr-10 13:54:07 Page 12 I se__; y Right-J Mlorksheet Kitchenlone Clean Air Technologies Job: Milligan Res Date: 03/26/07 By: ROS a 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Nook 17.6 ft 11.0 ft heaticool 1.0 x 114.5 It 114.5 it' Laund 10.0 ft aUco 11.0 it ol 10.0 10.0 If 100.0 W Ty Construction U-value Or HTM Area OF) Load Area (flz) Load number (Btuh/ftWF) or perimeter (ft) (Btuh) or perimet ) (13wh) Heat Cool Gross N/P/S Heat Cool Gross a kLq Heat Cool 6 11 13A-flocs 10A-m 1A-clom IA-ciom 7A-lgsnn 1A-clom IA-clom 7100 1 37 1 $7 ': 03,8 1270+'xtp 0"64A 1. f7 1 270 ae i� n'. t.l nea no n- ' .t. f8 w w . , '1 „. r z s.. "r "4 h = 14W a `J2 ' 0.: W .. 368 0 0' 0 p 640 `. 0 228 0 0 0 0 814 0 D I 13A-4ocs tOA-m IA-clom to-clom 16-elfin IA-clom 1A-clom 1OA-m 1 OA-m 1OA-m 13A-4ocs IA-ciom 1B-cifrn IA-clom 1B-cifm IA-clom 13A-4ocs tOA-m to-clom 1B-clfm 1A-ciom 1B-cifm. 1A-ciom l0A-m IA-clorn 1B-olfm to-clom 0.143 1.670 1.270 1.270 1.130 1.270 1.270 1.670 1.670 1.670 0143'. t.270" 1130 19m 1130 1.27f1 0.143 1.670 1.270 1.130 1.270 1.130 1.270 1,670 1.270 0143 17 -0 12M se se as se se as as as as se s s s s a s sw sw sw sw sw sw sw sw sw w w� w 4.00 2.47 46,76 36.31 35.56 70.95 35.56 70.95 31.64 70.92 35.56 63.85 36.56 70.95 46.76 30.04 46,,76 43.21 46:76 30.04 46p1P 4 961.19 01 351W, ' - 4.00 2.47 46.76 36.31 35.56 70.95 31.64 70.92 35.66 70.95 31.64 70.92 36.66 70.95 46.76 43.21 3556 4-1 66 0 0 0 0 0 21 0 0 0 0 0 0 0 _ 46 0 0 0 0 - 0 0 0 0 0 A1Q3, 5 qo 0 0 0 0 21 0 0 182 0 0 0 0 180 0 0 0 0 0 747 0 0 113 0 0 0 Y 1454 0 0 0 7i' ill 0 0 0 0 0 730 0 _, 0 0 0 0 0 0 0 0 0 0 0 Q• 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 --G13A-4ocs i iB-cifm 1B-clfm f 6Af 1,i t 1S, tY W 4 ,. 3i :.. Sft4, r T' 0 0 0 0 1L�10A-m 13A-4ocs 1A-clom 1A-ciom - 1A-ciom 1A-clom 1B-cifm 1B-clfm 1A-ciom IA-olom 12B-Obw 0.143 1.270 1.270 1.270 1.270 1.130 1,130 1.2 1.2 0 nw nw nw nw nw nw n n w 4. 35. .03 0,43 70.43 70.43 3 70.38 34. 4 70.38 ' .56 70.43 56 45.24 $'s"¢.`�` [i81E. 0 0 0 0 0 0 0 0 0 'i 0 0 0 0 0 0 0 0 0 r- »`... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,. „:- 6 0 0 0 0 0 0 0 0 0 r..'.p 0 0 0 0 0 0 0 0 0 ..:. 0 0 0 0 0 0 0 0 0 . -0 0 0 0 0 0 0 0 0 0 0 P 6 c) AED excursion -84 74 Envelope loss/gain 3403 3140 1389 1116 12 a) InfiRration t 246 71 '139 40 b) .Room ventilation 0 0 0 0 13 Internal gains: O palls @ 230 0 0 0 0 pliances @ 1200 0 0 0 A Subtotal (lines 6 to 13L3649 3212 1528 1156 f Less eMerna,{Oad _ ELess transfefa Redistribution,:: 0 0 0 0 0 0 0 0 0 0 0 0 14 15 Subtotal Duct loads 9 ` 21% 36% 3649 779 3212 1152 21% 36% 1528 326 1156 414 Total mo`` ad 4427 i Air re „° fm) 163 a 4363 170 1854 68 1570 61 �o -B'y' ' �y�T-C Right -Suite ResitleMia160,98 RSR29434 - _ .°dtnenl Documents and SettingslRichlDesktOMold dm elRich-mlclMilligan-new.rrp Cale = MJ8 Orlerrtat 2007-Apr-10 13:54:07 Page 13 Job: Milligan Res Right-J Worksheet KitchenZone Date: 03/26/07 J i By: RDS Clean Air Technologies 1 Room name BR82 Closet PIId&l 2 Exposed mtI 0.0 ft 0.0 it 3 Ceiling height 8.0 It heat/oot 11.0 It at/cool 4 5 Room dimensions Room area 5.0 X 6.0 It 30.0 f12 10 34.0 ft 34.0 f12 A^ Ty Construction number 1.1-value (BtuhItt-- F) Or HTM (BtuW Area Om or perimeter (ft) Load (Btuh) Area (ft2) or perimeta) Load (13th) Heat Cool Gross N/P/S Heat Cool Grow* Heat Heat Cool a G 13A-400s 1OA-m 1.37 1.37 ne ne 2.55 2.47 42.95 a 0 0 0 0 0 0 0 ( . 111 o 0 0 0 0 0 0 11 1A-clorn 1A-clorn 1A-clom 38.02 0,48 1 270 ne ne no 0-00 t215 U,56 70.43 70.43 7043 0 0 0 0 0 0 0 0 0 0-0' 0 0- t4k 01 0 0 0 0 0 0 0 0 0 0 G G 7A-lgsnn to-clom 0,600 1.270 ne ne IU6 413,05 70.43 0 0 0 0 0 0 0 0 0 0 0 0 1A-clorn 1.270 n I 45.24 0 0 0 Q 0 0 0 1100 0.170 no 416 4B5 0 0 0 .0 0 0 0 13A-40CS O.W se 4.00 247 0 0 0 0 0 0 0 0 1OA-m 1,670 as 46.76 36.31 0 0 0 0 0 0 0 1A-clom 1.270 se, 35.56 70.95 0 0 0 0 0 0 0 ---G IA-clorn 1.270 se 35.56 70.95 0 0 0 0 0 0 lB-c1fm 1.130 se 31,64 70.92 0 0 0 0 0 0 0 X, lA-clom 1.270 se 35.56 63.85 0 0 0 0 0 0 0 ---.r 1A-clom 1.270 se 35.56 70.95 0 0 0 ly 0 0 0 0 IOA-m 1.670 se 46.76 30.04 0 0 0 0 0 a 0 --G IOA-m 1.670 se 46.76 43.21 0 0 0 0 0 0 0 --�G 1OA-m 1.670 so 46.76 30.04 0 0 0 0 a 0 0 13A-flocs 0.143, S 400 247 0 1 0 0 0 0 0 IA-clorn 1B-c1fm IA-clom IEI-Olfm 1.270 1.130 1,270 1.130 s a s a 35.56 31.64 35,56 3164 37,88 36 53 37 88 3653 0 0 0 0 0 0 0 0 , 0 0 0 0 0 0 0 0 0 0 0 IA-clom 1,270 s 35.56 1 ... o 0 a 0 0 0 13A-flocs 0,143 sw 4.00 2f 0 0 0 0 0 0 10A-m 1.670 sw 46.76 3631 0 0 0 0 0 0 G IA-clorn 1.270 m 35.56 70.95 0 0 0 0 0 0 0 0 1B-clfm 1.130 " 31.64 70.92 0 0 0 0 0 0 0 0 1A-clom 1.270 sw 35.56 70.95 0 0 0 0 0 0 0 0 IB-clfm 1.130 sw 31.64 70.92 0 0 0 0 0 0 0 1A�clonn 1.270 sw 35.56 70.95 111, 0 0 a 0 0 0 0 IOA-m 1.670 sw 46.76 43,21 P*$*o 0 0 0 0 0 0 0 IA-clom 1,270 sw 35.56 4 00 0 0 0 0 0 0 0 13A4ocs 1B-C1fm 1A-olom 1OA-m 1B-C1fm 0,143 1,130 1.270 1.670 1.130 w W w W w 1 4.00 3164 35,56 46.76 31.64 W 9190 911, 53.19 91.90 *�,� " F 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 a 0 0 0 0 0 1B-clfm 1,130 W 3164 0, 0 0 0 0 0 0 0 13A.4ocs 0,143 nw 4,§ yl 7 7 7 )F 0 0 0 0 0 0 0 0 1A-clam 1 'Clorn 1A-clom 1A-clom 1.270 1.270 1.270 1,270 m rw mv nW 35 6 '5. am _,� .03 03 70.43 70.43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 113-clifin IA30 M �3� 70.38 0 0 0 0 0 0 0 0 113-elfm 1.130 1, 4 7038 0 0 0 jo 0 0 0 0 0 ---G 1A-clorn 2JR 1:2 n% .56 3 70'.43 0 0 0 0 0 0 0 1A-clom 12BOIYW 1 0 1 1 56 2.72 45.24 0,0[ 0 ' _-: 0 72 0, 0 W 0 0, 0 0 a 0 0 P 6 c) AED excursion -1 0 Envelope low/gain 196 56 0 4 12 a) Infiltration 0 0 0 0 b) Room Ventilation 0 0 0 0 13 Internal gains: OWpants (P 230 0 0 0 0 pliancw @ 1200 0 0 0 0 Subtotal (lines 6 to 11, 196 56 0 0 14 15 Less external load Less transfer Red istn ution P- b Subtotal f O Duct loads' 1 21% 36% 0 196 42 0 0 56 20 21% 36% 0 0 0 0 01 0 0 0 0 0 Total m9A, ado Air re ]all V 237 9 77 3 0 0 0 0 11 Hlght,SLOteResidenffal6,04 cuments; and Settingistllljchl Desktoploiddriv8Rich-c.9alC8RSRlMilligan-n29ew34 .rrp cajc=mjg Onerriat 2007-Apr-10 13:54:07 Page 14 I Right-J Worksheet Mediazone Clean Air Technologies Job: Milligan Res Date: 03/26/07 By: RDS i+ 1 2 3 4 5 Roam name Exposed wall Ceiling height Room dimensions Room area Mediazone 203.9 It 10.5 ft d 2147.0 flz ILIA 35-8 ft 11.0 ft aVcool 1.0 882.5 ft- Ty Construction number U-value (Btuh/f L*,F) Or HTM (BtuhM) Area (W) or perimeter (to Load (Bryan) Area et m peri Load (Btub) Heat Cool Gross N/P/S Heat Cool Gross 10 Heat Cool 6 11 1 13A-400s 10A-m to-clom tAclom 1Actan 7A-1 germ 1A-clom t100 1100 13A-4ocs 10A-m tAclom 1Aclom 113cifm 1A-clom 1Actom 10A-m 10A-m 10A-m 13A-4onn IA-olom 1Bc7fin 1A-clam 18-cl m to-ctom 13A-4ocs t0A-m tAclom 1Bc1fm tAclom 1B-c1fm 1Aclom 10A-m IA -clam C8 16-otim t0A-m 1QA-m 16-cifm 1B-clfm 13A-4ocs 1A-clom to-clom IA-clom 1A-clom 1Bctfm 1B-clfm tAclom tAc7om 12"bw 727 127 35,31 044 1 270 0.600 1.270 0.170 0.170 0.143 1.670 1.270 1.270 1,130 1.270 1.270 1.670 1.670 1.670 0143 1.270 1,130 1270 7 130 1.270 0.143 1.670 1,270 1.130 1.270 1.130 1.270 1.670 1.270 0130 1.130 1670 1130 1130 1.130 0.143 1.270 1.270 1.270 1.270 1.130 1.130 1.2 1 ne ne ne ne ne no . ne ne no se se se se se se se as se se s s s s s s sw sw sw sw sw sw sw sw sw w w w w w w nw nw nw nw nw nw n n 255 157 000 025 :33 02 15.60 ,3302 33.42 4.42 3.72 43.42 33.02 33.02 29.38 33.02 33.02 43.42 43.42 43.42 3 72 3302 2938 3302 29.38 - 33.02. 3.72 43.42 33.02 29.38 33.02 29.38 33.02 43.42 33.02 372 33.02 3302 4342 2938 29.38 3.7 " 33. 2 8 ,02 02 2.52! 247 4295 7043 7043 70 43 48 05 45.24 44.85 4.85 2.47 36.31 70.95 70.95 70.92 63.85 70.95 $0.04 43.21 30,04 2.47 3788 3653 3788 3( 53 37,88 2.47 38.31 70.95 70.92 70.95 70.92 70.95 43.21 4 91, 911 5319 9190 : '1 0 7 .pa}', 56.03 J70.43 ,, 70.43 ' 70.43 70.38 70.38 70.43 45.24 +:; OAT 740 24 10 20 20 0 0 0 - 48 656 0 5 0 0 0 0 0 0 0 119 0 3N. - _. 3 0 6 0 0 hr, 24 30 0 5 6 16, 182 0 0 25 0 0 0 0 0 0 573 0 0 0 0 0 - 0 48.. 48 552 0 3 0 0 0 0 0 0 0 7$ 3 0 0 0 0 3 0 0 0 70 0 0 0 0.. 0. 157 0 0 0 0 0 0 0 0 -:.:.; 2279 1042 a95 660 66C 0 0 0 272 2050 0 149 0 ` 2 1354 0 0 479 0 458 0 0 0 936 930 0 0 132 458 584 0 0 826 0 0 0 0 0 1517 -1031 1056 1409 1409 -" 364 0 0 c 0 0 0 194 0 , ..` 1038 0 300 0 901 0 0 1155 0 982 0 0 0 929 2920 0 0 414 -14,92 388 0 0 1761 0 0 0 0 _ 0 0 !{ ... 48 22 0 0 0 0 0 0 0 0 0 59 0 0 0 9 0- 121 0 0 0 0 16 0 0 0 59 0 0 0 5 16 22 0 0 0 0 0 0 0 0 ....0 7 62 h 0 0 0 0 0 .'_0. 4S 22 0 0 0 0 0 0 0 0 0 50 0. 0 Ol 9 0- 105 0 0 0 0 3 0 0 0 39 0' 0 cl 0 0 22 0 0 0 0 0 0 0 0 : 231 0' 0. 0- 0 0 0 242 82 0 0 0 0 0 0 0 0 0 78 0 0 0 tl 264: 0 390 0 0 0 0 458 0 0 0 Y40 0 0 132 458 82 0 0 0 0 0 0 0 0 - 0 153 0 0 0 0 0 0 0 233 54 0 0 0 0 0 00 0 0 0 12 0 0 0 0 300 0 261 0 0 0 0 982 0 0 0 90 0 0 0 414 1432 54 0 0 0 0 0 0 0 0 0 1 G13A,4IB-cli P 6 c) AED excursion 1901 991 Envelope loss/gain 21751 23987 3932 5128 12 a) Infiltration b) Room ventilationYN 2490 0 778 0 463 0 145 0 13 O Internal gains: pants ® 230 0 0 0 0 pliances Q 1200 0 0 0 0 Subtotal (lines 8 to 13 24241 24765 4396 5273 14 15 Less externa1load Less Vansfer - Retlisbibution Subtotal s- Duct loatls ,. 29% 40% 0 0 0 24241 6989 0 0 0 24785 9884 29% 40% 0 0 0 4396 1267 0 0 5273 2104 LEETotal roolikad i Air re ) 31229 1380 34649 1380 5663 250 7378 294. ltsOfi Right -Suite Residemial6.0.98 RSR29434 2007-Apr-1013:54:07 and SeltingslRich\DesoopWd dmm\Richc lcWilligan-new.np Cale= MJ8 Oriental Page 15 Right-J Worksheet Mediazone Clean Air Technologies Job: Milligan Res Date: 03/26/07 ?( ' By: RDS i 1 Room name BR6 closet Med 2 Exposed wall 0.0 ft 68.0 It 3 4 5 Ceiling height Room dimensions Room area 8.0 It heatl=I 1.0 x 40.5 it 40.5 fP 10.0 it aVcool 1.0 457.5 It 457.5 fig Ty Construction U-value Or HTM Area (M Load Area number (Btuh/fti°F) (Btuh/M or perimeter (ft) (Btuh) or perimte ) 9 (Btuh) Heat Cool Gross N/P/S Heat Cool Gross Heat Cool 6 11 13A-4ocs 10A-m 1Aclom 1A-ciom 1Aclom 7A-lgsnn to-clOm 1A-ciom 1100 13A-400s 10A-m 1Aclom 1A-ctom t13ctfm to-ciom tAclom 10A-m 10A-m 1Q4-m 13A-40cs IA-clom 1 B-oltm 1Actom 16-clim IA-ciom 13A-4ocs 10A-m 1Aclom 1B-01fm 1Aclom 1 Bc1fm to-ciom 10A-m tAclom 13A-4ocs 1B-cIfm to-olom 10A-m tBclfm 1B-cifm os 13A-4o 1Aclom IA-clom to-clom 1Aclom 18-cifin 1Bclfm IA-clom 1Aclom 12641bw b.27 7.27 35.31 0.44 1.270 0.600 1270 1.270 0.170 0.143 1.670 1.270 1.270 1A30 1.270 1.270 1.670 1.670 1.670 0.143 1.270 1.130 1.270 1.130 1.270. 0.143 1.670 1.270 1.130 1.270 1.130 1.270 1.670 1.270 0.143 1.130 1.270 1.670 4A30 i.130 0.143 1.270 1.270 1.270 1.270 1.130 1.130 1.2 1.2 -' ,0 ne ne ne ne ne ne ne no ne se se as se as as se se se se s s s s s s sw sw sw sw sw sw sw sw sw w w w w w w nw nw my nw nw my 2.55 1,57 -0.00 0.25 33,02 15.60 33.02 33.02 -.4.42 3.72 43.42 33.02 33.02 29.38 33.02 33.02 43.42 43.42 43.42 312 3302 29,38 33,02 2938 33,02 3.72 43.42 33.02 29.38 33.02 29.38 33.02 43.42 33.02 3.72 2938 33.02 43 42 2M,_ 2W,46 3.7 33.- 02 3® . 8 .02 .02 2.47 42,96 70.43 7043 70,43 48,05 7043 45.24 -.4.85 2.47 36.31 70.95 70.95 70.92 63.85 70.95 30.04 43.21 30.04 2.47 3788 ' 36,53 3788 3653 37.88 2.47 36.31 70.95 70.92 70.95 70.92 70.95 43.21 9{; 91'( 53.19 9190 1.90. 7 >: 56.03 50.43 137 70.43 70.43 70.38 70.38 70.43 45.24 M, 0 0 0 0:--. 0 0 0 < 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ 0 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 0 0 0 0 - = 0 0 0 0 0 0 0 0 0 - 0 0 i 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 - 0 0 0 0 0 - '0 0 IO 0 0 0 0 0 0 0 0 0 0 0 -0 0 0 0 0 0. 0 0 0 0 0 0 0 0 -.. 0 0 0 0. 0; 0 A- .- 0 0 0 0 0 0 0 0 0 0 0 .0.: 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 : -'. 3 - : 0 _ 0: 0 150 0 0 0 0 0 0 0 0 0 0 0 '- 0 0 0: 220 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 - . E90 '- 0 0 0 0 0 0 0 0 150 0 0 0 0 0 0 0 0 0 0 0 0 0 - - 0 220 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 1'.078 0. 0 0, 660 0 0 0.. 0 558 0 0 0 0 0 0 0 0 0 0 0 D: 0 0 818 0 0 0 0 0 0 0 0 - 0 0: 0 0 0 0 0 0 0 0 0 0 0 0. 0 -_ 9 717 0 0 0 1409 0 0 0 0 371 0 0 0 0 0 0 0 0 0 0 0 0 0 0 544 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 6 c) AEC) excursion -3 -167 Envelope loss/gain 53 62 6098 3592 12 a) Infiltration b) Room ventilation 0 0 0 0 800 0 250 0 13 Internal gains: 0 pants @ 230 0 0 0 0 pllances @ 1200 0 0 0 0 Subtotal (lines 6 to 1 53 62 6898 3842 14 15 Less eMernaoad ? Less transfer Redistribution Subtotal"' 6uct loads ' ' 29% 40% 0 0 0 53 15 0 0 0 62 25 29% 40% 0 O 0 6898 1989 0 0 0 3842 1533 Total roo` ad -: Airr ) 68 3 86 3 8887 393 5375 214 { PADocuments Residential Cale = We Oderxat 2007-Apr-10 13:54:07 Page 16 I. + - Right-J Worksheet Mediazone Clean Air Technologies Job: Milligan Res 7N�rnlls Date: 03/26/07^ By: RIDS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Laundry Closet 0.0 ft 10.0 ft heat/cool 9.0 x 6.0 ft 64.0 tP Bedmh6 33.0 ft 10.0 ft at/cool 1.0 233.0 ft 233.0 iP Ty Construction number (BDtuha/lus F) Or BN M ( h/M Area (1F) or perimeter (it) Load (Btuh) Area (ft� or perimet ) r Load (Btuh) Hea[ Cool Gross N/P/S Heat Cool Gross Heat Cool 6 11 13A-4ocs 1OA-m 1A-ciom to.cl om 1A-ciom 7A-lgsnn IA-clorn to-clom 1100 73A-flocs 10A.m 1Aciom 1Ac1am 18clfm to.clom IA-clom 1OA-m 10A-m 10A-m 73A-40ea tAclom 1B-clfm 1A-ctom 16clfm to-clom 13A-4ocs 10A-m lAclom 1Bc1fm 1A-ctom 1Bclfm lAclom 10A-m 1A-ctom 13A-4ocs tBclim IA-clom 10A-m 1B-ctfm 1Bclfm 13A-4ocs 1Aclom 1A-clom to-ciom 1A-ctom I&CIfm 1Bc1fm 1Aclom IAclom 12B-Obw 1.27 1.27 35,31 044 1.270 0.600 1270 7270 0170. 0.743 1.670 1.270 1.270 1.130 1.270 1.270 1.670 1.670 1.670 0143 1270 t 730 1.270 1.130 1.270 0.143 1.670 1.270 1.130 1.270 1.130 1.270 1.670 1.270 0 143 1130 1 270 1 670 1 130 1130 0.143 1.270 1.270 1.270 1.270 1.130 1.130 1.270 1270': OW re ne ne ne- no no no ne.-.' ne se se se as se as se se se se s s s s s20-38 a sw sw sw sw sw sw sw sw sw w w w w w w nw nw nw nw nw nw n) w ,255 i 57 0.00 0.25 3302 15.60 3302 3302 4.42 3.72 43.42 33.02 33.02 29.38 33.02 33.02 43.42 43.42 43.42 372 3302 ': 29AjQ 33Dg 33.02 3.72 43.42 33.02 29.38 33.02 29.38 33.02 43.42 3302 33 4314.�9 2938 29.381 3.7 33. 2 2 . 8 .02 02 2- 247 4295 7043 70.43 70.43 48.05 7043 :4524 4.85.' 2.47 36.31 70.95 70.95 70.92 63.85 70.95 30.04 43.21 30.04 247 3788 3653 t""'=8'`' 37.88. 2.47 36,31 70.95 70.92 70.95 70.92 70.95 43.21 4 - -37 90 0.. 7 03 0.43 r" 70.43 70.43 70.38 70.38 70.43 45.24 - 0.6t 0 0 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 0 0 0 0 0 (# 0 F 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :0 0 ,.-0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 If 0 0 0, 0 O 0 0 0 0 0 0 0 100. 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 - 0- .. 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '". 0: -0 VV ,:¢ .::0 - -:0 20 0 0 0 0 0 0 0 0 0 0 0 '0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 160 0 0 25 0 0 0 0 0 0': 1 y 0 #g 0 0 0 ---.-0: 0" '0: 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0" 0 0 135 0 0 0 0 0 0 0 0 0 0 0 660 0 0. 0 - 0 0. 74 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- Or 0 0 0 502. 0 0 826 0 0 0 0 0 0: 0 - 0 1409 0 0 0 0 0 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 334 0 0 1781 0 0 0 0 0 0 P 61 c) AED excursion 0 .4 58 Envelope loss/gain 69 81 2945 4357 12 a) Infiltration b) Room venblation °1y41;; 0 0 0 0 388 0 121 0 13 Internal gains: Oc`cIfl upams 0 230 0 0 0 0 pliances 0 1200 0 0 0 0 Subtotal (lines 6 to 1 1w 69 81 3333 4479 Less external oad,•s 0 0 0 0 14 Lesstrx n Redistribution Subtotal 0 0 88 0 0 81 0 0 3333 0 0 4479 15 Duct loads tl r, " 29% 40% 20 32 29% 40% 961 1787 Total roo d r" 89 113 4295 6266 Air re � ) 4 5 190 250 N Residential 6.0.98 RSR29434 Id drive\Rich-calcWilligannew.ap Cale =We Onemat 2007-Apr-1013:54:07 Page 17 J 1 Right-J Worksheet Mediazone Clean, Air Technologies Job: Milligan Res Date: 03/26/07 By: RDS 3 1 2 3 4 5 T.Room name Exposed wall Ceiling height Room dimensions Room area 16. Bath 10.0 ft 16.0 ft heat/cool 10.0 x 6.0 ft 600 ft' Open b w 40 2 ft 11.0 ft at/cool 1.0 334.5 ft 334.5 ft' Ty Construction number '. U-value (Btuh(fP--°F) Or HTM (Btuh/f[� Area ( or perimeter (ft) Load Btuh ( ) Area (ftz) or perimet ) + Load (Btuh) Heat Cool Grass N/P/S Heat Cool Gross Heat Cool 11 i 6 t3A-flocs 10Am 1Aclom 7AcCl 7om 7Ac7om', to-ciom. 11 QO 13A-flocs 10A-m tA-clom'. 1A-clom' 7B-c1fm to-ciom: 1A-clom 10A-m 10A m t0A-m 13A-4ocs 1Ac1om 16 ctfm 1A-Clem tBclfm 1Actom 13A-4ocs 70A-m 1A-c1on1 1B-clfm'. 1A-clom IS-clfm to-ciom 10 C' 1Ac1om 13A-4ocs 16-c7im 1A-olom t0A-m 1B-ctfm 16-clfm 13A-40cs 1Ac1om to-ciom 1Aclom 1A-Clem 1B-clfm 1B-clfm to-ciom 1A-Clem 1.2>Fna;, 1` '. .` .£'27 Ek1d0 0.143 1.670 1.270 1.270 1.130 1.270 1,270 1.670 1.670 1.670 0.143., 101) Y,330 f,270 1,.1 fWa 0..143 1.670 4.270 1..130 1.270 1.130 7-270 1.670 1.270 0t4.3 1 i80 'k2b0 f.6`w. T13 11 0.143 1.270 1.270 1.270 1.270 1.130 1.130 1.27 1.2 ' a f ' se se se se se as as se as se 5- s - s 5'. s is sw sw sw sw sw sw sw sw sw w• .w.� w� "wi ` pP nw nw mir nw nw nw n n w 1 [u; "* ' i- '" .;�-.. = 372 2.47 too 43.42 36.31 0 33.02 70.95 5 33.02 70,95 0 29.38 70.92 0 33.02 63.85 0 33.02 7095 0 43.42 30.04 0 43.42 43.21 0 43.42 30 04 0 mow' �a 29 33 3.72 2.47 43.42 36.31 33.02 70.95 0 29.38 70.92 0 33t02 70.95 0 29:38 70.92 0 33:02 70.95 43.42 43.21 3302 _. 0 t^u s 29' - 1 r -- 3.7 7 � 0 33. 5 03 0 2 0.43 70.43 70.43 2 70.3E . 8 7038 - .02 70.43 .02, 45.24 "^.. e ..,.'"" s 'x x��. ",,+s""a v '�... o 3550 0 149 0 0 0 0 0 0 0 r ,0'„ p 0 0 0 0 0 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 °zw k �„u 6 0 p 0 0 0 p 0 0 o 0 0 0, 0 0 k �tY 0.. " 2640 0 0 0 0 0 S ',-0 55 0 t0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �'. 0 - 9-. 2640 0 0 0 0 0 0 __ g 39 0 0 0 0 0 0 - - 4 0 0 0 0 0 0 0 0 0 a 0 0 0 0'. 0' 9820 0 0 0 0 0 104 0.- 916 p 0: 144 0 479 p 0 0 0 121 936 © 0; 0 0 0 0 0. 0 0 0 0 0 0 0 0 663 0 0 0 0 0 0 p 0 0 69 0 1030 0 0 0 96 0 0 1155 p 0 0 0 0 80 2929 0 0 0 0 0 0 0 0 0 0 0 0 D � 7048 6 c) AED excursion Envelope loss/gain 12 a) Infiltration b) Room ventilation 93 Internal gains: pants @ 2$0'. pliances @ 1200 0 0 830 188 799 59 0 0 0 0 0 C 5526 521 Fna7 7594 163 0 0 0 0 7757 Subtotal (lines 6 to 1 0 0 0 0 Less externalcad- 0 0 0 0 Less transfeA 0 0 ii Redistribution' m'.. 7293 6047 7757 3096 !14 Subtotal 29% qp% 342 29% 40% 1743 YYPE 15 Duct loads 7790 10853 Total roo ad 1311 58 1201 48 344 432 Air re 'i ]htsOft Right -Suite Residential6.o.9B RSR29434 nts and Settings\Rich\Desktop\old drive\Rich-calc\Milligan-new.rrp Celc=MJB Orientat 13:54:07 Page 18 Right-J W')rksheet Mediazone Clean Air Technologies Job: Milligan Res Date: 03/26/07 By: ADS i .1046 1 Room name Hall 2 Exposed wall 11.0 ft 3 4 5 Ceiling height Room dimensions _ Room area t0A ft heal/cool 1.0 x 85.0 ft 85.0 fr Ty Construction number U-value (Btuh/fF-°F) Or HTM Area OF) or perimeter (ft) Load (Btuh) Area or perimet Load Heat Cool Gross N/P/S Heat Cool Gross Heat Cool 6 11 13A-4ocs to-C1om 1Awiom £A-c7om f2T-Tte 30"s 0 Y 270" gag+ 'W I IlR,;- c B .. tP �.� ., " 7A-1 gsnn 1A-cionn 1A-clom 7100 Q B00 f 27¢ tzmn 0.170 ne' rw- "a no P ,, ri .. . -..; 13A-4ocs 1OA-m 1A-clom IA-ctom iB-clfm IA-clom 1A-clom 1OA-m 1oA-m 1OA-m 13A-4ocs 1Aclo 16-cttm 0.143 1.670 1.270 1.270 1.130 1.270 1.270 1.670 1.670 1.670 : #$4A3;, 1 d T3 se as se se as se se se se as 5 3.72a247 43.42 36.31 33.02 70.95 33.02 70.95 29.38 70.92 33.02 63.86 33.02 70.95 43.42 30.04 43.42 43.21 43,42 '. 30.04 - .. " 0 0 0 0 0 0 0 0 0 0 0'.., 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 to-c7om 1B-ctfmm to-clom 13A-4ocs 1OA-m 1A-clom 1B-clfm 1A-clom 1B-clfm 1A-clom 1OA-m 1A-clom 13A-4ocs 18 othn IA -clam '. 1.27 - 11 t8o5, f:270t 0.143 1.670 1.270 1.130 1.270 1.130. 1.270 1.670 1.270 0,143 113¢ 12 s sw sw eve sw sw sw sw sw sw ws W w, °r 3.72 2.47 43.42 36.31 33.02 70.95 29.38 70.92 33.02 70.96 29.38 70.92 33.02 70.95 43.42 43.21 33.02 4 } 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0 :v _ 0 0 0 0 0 0 0 0 0 W 10A m teclfm 1,6711 1.13, W- W �t- _IX $ iB-clfm 13A4ocs 1A-clom 1A-clom IA-clom t 1Atd 0.143 1.270 1.270 1,270 w' nw nw nw nw 29. c. S. 33. .03 2 0.43 70.43 f 0 0 0 0 0 0 0 0 a ,. 0 0 0 0 0 0 0 0 1A-clom 1B-clfm 1B-clfm 1A-cicm 1A-clom 12B-Obw 1,270 1.130 1.730 1.2 1.2 0 nw nw n n w 70.43 2 70.38 . 8 70.38 .02 70.43 .02, 45.24 s ':0 0 0 0 0 _,0 .... 0 0 0 0 -, 0 0 0 0 0 :. _0. 0 0 0 0 0. , P 6 c) AED excursion -106 Envelope loss/gain 2298 2373 12 a) Infiltration 129 40 b) Room ventilation 0 0 13. Internal gains: O pants @ 230 0 0 ° pliances @ 1200 0 0 Subtotal (lines 6 to 73§Ne, 2427 2414 Less external� lJoad "' 0 0 Less transfeP 0 0 14 Redistribution i _ Subtotal ##' 0 2427 0 2414 15 Duct loads 29% 40% 1 700 963 Total roohr`8oad a Air re m) 3127 738 3377 135 - r-rinrou£ ceraneo by AccA to meet all requirements of Manual J 8th Ed. 49 IMN Right -Suit. Residential 6.0.98 RSR29434 2007-Apr-10 YBage 19 Documents and Settings\Rich\Desidop\old drive\Rich-cale\Milligan-new.rrp Cale = Wa Orientat pat. Right-J Worksheet Gamezone Clean Air Technologies Job: Milligan Res Date: 03/26/07 By: RIDE r 1 Room name Gamezone Stal 2 3. Exposed wall 116.E ft Ceiling height 10.0 It d 0.0 it 11.0 ft at/cool 4 .5 Room dimensions Room area 1266.0 ft- 9.0 8.0 It 72.0 fp Ty Construction number U-value (Btuh/ftz*F) Or HTM Area (ft-) (BtuhW) or perimeter (ft) Load (Btuh) Area (W) or perimeto) Load (Btuh). Heat Cool Gross N/P/S Heat Cool Gross Heat Cool 6 13A-40cs 10A-m IA-clom to-clom i 27 1 3a30t�?, 044 S" o �- ;. m",. a rt " ,, x- ' --�^a -e _ 0 0 0 0 0 D 11 1A-clom 7A-1gsnn 1A-clom IA-ctom 1100 1.270 000 152 i.ner 12mr 010 t1e`+rz 11e; no tte '= -:z +"..- -"-^_.. & , ' 00 0.. 0 0: - 0. 0 0 0 0 is 1OA-m to-clom IS-clfm to-clom to-clom 10A-m 10A-m 10A-m 13A-4ocs IA-ciom. tBcln 1A-Ctom 1B-ctfm 1A-clom 13A-4ocs 1OA-m 1A-ctom 913-01fm 1Ac1om 16c1fm 1 Aclom 10A-m 1A-clom 13A-4ocs tB-clfm IA-clom 10A-m 1B-clfm 18-c1fnt 1,670 1.270 1.270 1.130 1.270 1.270 1.670 1.670 t670 014�8` : 120 1130 Y270 1130 1.270 0.143 1.670 1.270 1.130 1.270 1.130 1.270 1.670 1.270 0148 $ t3' f f1'JC) t 420 se se se se se se se se se 6 :: s s s s s" sw sw sw sw sw sw sw sw sw M w' #r"' wf" 4x> 1ik 42 33. 33.02 29.38 33.02 33.02 43.42 43.42 43.42 >. 3.72 43.42 33.02 29.38 33.02 29.38 33.02 43.42 33.02 . i 0312�� 00 48 0 70.95 15 70.92 0 63.85 0 70.95 0 30.04 0 43.21 0 30.04 0 ..: 3 2.47 2 36.31 70.95 15 70.92 0 70.95 0 70.92 70.95 43.21 r'=�'.. 0 137 48 0 5 0 0 0 0 0 .. 0 " , �llllit 7 15 0 0 0 0 0 0 'm rx z 511 2084 0 48 0 0 0 0 0 0 0 ': .' n^ 694 462 2094 1081 509 536 0 0 0 0 0 0 0 0 0 0 0 0 'A- ei max^ m"T x^ - - --.� +«�. -=�' •^9'0,0 0 0 0 0 0 0 0 0 0 0 0 'ih ;t- - 0 0 0 0 0 0 0 0 0 O ( 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs to-clom 1A-olom 1A-ciom 1A-ciom 1B-clfm t6-clfm 1A-clom to-clom 128-0bw . 0.143 1.270 1.270 1.270. 1.270 1.130 1AQnJ2. L2.02 7.2.02 02' nw nw nw nw nw nw 3.7 33. 2 2 870.43 7 660 .03 50 „ 0.43 9 '70.43 0 70.43 0 70.38 0 000 70.43 0 45.24 0 ' 0dr1 601 0 0 0 0 0 0 0 2235 1487 1651 2801 297 634 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ; 0 0 0 0 0 0 0 0 0 00 0:- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 0 6 c) AED excursion 2487 0 Envelope loss/gain 16888 14323 92 113 12 a) Infiltration b) Room ventilation 1372 0 429 0 0 01 0 0 13 Internal gains: Oc pants @ 230 0 0 0 0 piiances @ 1200 0 0 0 0 Subtotal (lines 6 to 7 " 18260 14752 92 lip I 14 15 Less external oad Less transfet^' Redistribution Subtotal Duct loads 17% 30% 0 0 0 18260 3031 0 0 0 14752 4446 17% 30% 0 0 0 92 15 b 0 i11 1#11 Total morn ad 21291 19197 107 11447 Air i 828 828 4 ITsoVC Right -Suite Residential 6.0.98 RSR29434 and SettingMRioh\Desktop\old ddve\Richcalc\Milligan-new.vp Cale = MJ8 Onentat 2007-Apr-10 13:54:07 Page 20 Right-J W'orksheet Gamezone Clean Air Technologies Job: Milligan Res Date: 03/26/07 By: RDS crd" �+ t 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area BR5 closet 0.0 ft 8.0 ft heat/cool 6.0 x 6.0 It 36.0 f12. 31`14cllet 0.0 ft 10.0 ft aticool 6.0 8.0 ft 48.0 frz Ty Construction number U-value (Btuh/ftl--'F) Or HTM (Btuh/ff') Area (ft�) Load or perimeter n (Btuh) Area or perim t) ) (Btuh Heat Cool Gross N/P/S Heat Cool Gross kAlweHeat Cool 6 1t 13A-4ocs 1A-ciom 1A-ciom 10-c10m-+ 7A-1 gsnn IAclom tAclom 11 QO 13A-4ocs 10A-m IA-clom to-clom 16-clfm 1A-clom 1A-ciom 1OA-m tOA-m 1OA-m 13A-4ocs 1A-ciom 1Bclfm - 1A clom 1B-cltm 1A-c1om 13A-4ccs 10A-m 1Aciom 113-c1fm 1A-clom 1B-clfm 1A-ciom 10A-m IA-clom 13A-4oc 13A-4oc5 1A-ciom 10A-m 1B-cifm 18c1fm 13A-4ocs 1A-clom 1A-ciom 1Ac1om IA-clom 1B-clfm IS-clfm 1A-clom 1A-clom 126-Obw 127 - 3531 044 0:50(fi - 1 1:2 ':. 0;11,70 0.143 1.670 1.270 1.270 1,130 1.270 1.270 1.670 1.670 1.670 0' T1 T270 1270 0.143 1.670 1.270 1.130 1.270 1.130 1.270 1.670 1270 01 12i#I 167a 1.180 T. Y30 0.143 1.270 1.270 1.270 1.270 1.130 1.130 1.2 12 0 no -n¢. b- t14'..- i;@i net. no, se se se as se se as se se as s s' 8 sw. sw sw sw sw sw sw sw sw w� pe w� w W w nw nw nw nw. nw nw n n w -. •:- ,:.� - ;; , -. 4. 3.72 247 43.42 36.31 33.02 70.95 33.02 70.95 29.38 70.92 33.02 63.85 33.02 70.95 43.42 30.04 43:42 43.21 43.42 30.04 ,. 3.72 2.47 43.42 36.31 33.02 70.95 29.38 70.92 33.02 70.95 29.38 70.92 33.02 70.95 43.42 43.21 33.02 4 234 Otr; 4§ 42 293$ - Atiis .. 1_ 3.7 7 33. '03 2 0.43 70.43 70.43 2 70.38 70.38 .02 70.43 .02 45.24 - - _ 44+8i7 _,... x..- - *0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ^ ,..0 I r�'w* t (v _ '" ! x m.,a?,- "�- • 0.0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 � ' .-' ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ -0 0 �� n. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 !: x i;i' -_ f3. 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 IF 0 0 0 0 0 0 0 0 0 0 t' 0; gs94 0-.. .. Q 0 0 0 0 0 0 0 0 0 0 0-: 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0; 0 0'. 0'. 0. 0 0: 0 � '. 0` 0 0 0 0 0 0 0 0 0 0 0 0 0; 0 0 0 0 0 0 0 0 0 0 0 0 0 tl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 : 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 - 0 0 0 0 0 0 0 0 0 -0 0 �� --CGG Gi P 6 c) AED excursion 0 0 Envelope loss/gain 46 56 61 75 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: 0% pants @ 230 Ah1f pliances @ 1200 0 0 0 0 0 0 0 0 Subtotal (lines 6 to 1 46 56 61 75 14 15 Less external„joad Less transfe Redistribution Subtotal Duct loads ;g ' 17% 0 0 0 46 30% 8 0 0 0 56 17 170% 30% 0 0 , 0 61 ' 10 0 0 0 75 23 Total roo A Ae� Air ra, 53 2 73 3 71 3 98 4 Printout certified by ACCA to meet all requirement 1HrsoVt Right-SuRe Residential6.0.98RSR29434 nts and Settings\Rich\Desktcp\old drive\Rich-talc\Milligan.new.np Calc = MJ8 Onentat 2007-Apr-1013:54:07 Page 21 Right-J Worksheet Gamezone Clean Air Technologies h%6 Job: Milligan Res Date: 03/26/07 By: RIDS QJ` OJZ�� 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Mini Bar 17.6 it 10.0ft heat/wol 1.0 x 113.0 ft 113.0 ft= Br5 b 6.0 it 10.0 ft aticool 6.0 10.0 ft 60.0 ft' Ty Construction number U-value (Btuh/ft2-°F) Or HTM (Btuht" Area (ft2) or perimeter (ft) Load (Btuh) Area (ft�) or perimet ) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross Heat Cool 6 i S 13A-4ocs 10A-m tAclom,.. IA-clonn11 1Aclom 7A-1gsnn to-clom IA-ctom 1100 13A-4ocs 10A-m 1A-clom 1A-clom iB-cifm to-ciom IA-clom 10A-m 10A-m 10A-m 13A-flocs Amom 1A ciom 18-cifm tAclom.. 13A-4ocs 10A-m 1A-ciom 1B-ctfm 1A-ciom 1B-clfm 1A-clom 10A-m 1A-clom 13A-4ocs IB-c£fm IA-ciom 10A-m iB-clfm 1B-clfm 13A-4ocs 1A-c1om 1A-c1om. 1A-ciom to-ciom 1B-cifrn 1B-cifm 1A-clom to-clom 12B-0bw h87 h 1�.2"tr Q° 4270 - &f70.Oe 0.143 1.670 1.270 1.270 1.130 1.270 1.270 1.670 1.670 1.670 0.443i 1�$ A 7 t.P 0.143 1.670 1.270 1.130 1.270 1.130 1.270 1.670 1.270 0.x43 1130t�.. 1.2 11 670 f 1 0 i180 0.143 1.270 1.270 1.270 1-270 1.130 1.130 1.2 1.2 D na VAP .xi' 40 se se se se se se se se se se SP t F s. sw sw sw sw sw sw sw sw sw w- W va W, w nw nw, nw nw nw nw n n w A .. : ,.;_. 3.72 2.47 43.42 36.31 33A2 70.95 33.02 70.95 2938 70.92 33.02 63.85 33.02 70.95 43.42 30.04 43.42 43.21 43.42 $0.04 ;''a"' 3.72 2.47 43.42 36.31 I33.02 70.95 29.38 70.92 33.02 70.95 29.38 70.92 33.02 70.95 43.42 43.21 33.02 ;- $ , - . - 29 `� 3.7 33. .03 2 0.43 70.43 70.43 2 70.38 2. 8 70.38 .02 70.43 02 45.24 252 S d4Y+' ., :. .... ... 60 0 0 15 0 0 0 0 0 0 _ _ "".�" 15 0 0 0 0 --; ... 0 0 0 0 0 0 0 0 ;0 t- .+ ,. ;,, 45 0 0 5 0 0 0 0 0 0 0 15 0 0 0 0 0 0,_ n _ 'fir'': 0 0 0 0 0 0 0 0 0 " " -... ".' 169 0 0 48 6 �T 166ry 0 509 0 0 0 0 0 0 - _0. 0 0 0 0 0 0 0 0 0 --- : - "r<r 112 0 0 0 0 0 0 2 110 0 536 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - .0 0- 0 0 0 0 0 0 _„_._ 0 11 ' 60 0 5 0 0 0 0 0 0 ,. L 0- tl 0 0 0 0 0 0 0 0 0 0 k1 @ 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0!, 0.. @ 0 0. 0 0 0 0 0 0 0 0 0 0 0 O 0 0. - 0 0 0 0 0 0 0 0 0 -. 0 0 0 0. 0 206 0 149 0 0 0 0 0 0 0.. 0 0 0 0 p 0. 0 0 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 p 0 0 0 137 0 317 0 0 0 0 0 0 0 P 61 c) AED excursion °' 233 126 Envelope loss/gain 27151 2613 643 675 12 a) Infiltration b). Room ventilation 208 0 65 0 71 0 22 0 13 Internal gains: O pants @ 230 0 0 0 0 ppliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13L 2923 2678 714 697 Less external oad Less transfer 0 0 0 0 0 0 0 0 14 Redistribution ,. Subtotal uct loatls. 17% 30% 0 2923 485 0 2678 807 17% 30°h 0 714 118 0 697 210 17otal,&omad"T fm) ) 3406 133 3485 150 832 32 907 39 ,, S:IDocuments antl RSP29434 Ed. Calc=MJ8 Oriemat 2007-Apr-10 13:54:07 Page 22 Right-J Worksheet Gamezone Clean Air Technologies Job: Milligan Res - Date: 03/26/07 By: RDS � r I 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Bedrm 5. 14.0 ft 10.0 it - heat/cool 14.0 x 16.0 ft 224.0 fP Br4 bath 6.0 ft 10.0 ft at/c001 6.0 10.0. ft 60.0 fle Ty Construction number U-value (Btuh/fti'F) Or HTM (Btumm Area (W) or perimeter (ft) Load (Btuh) Area (ft2) or perimet ) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross Heat Cool 6 11 13A-4ocs 1OA-m 1A-ciom 1A-ctom 1A-clom 7A-lgsnn 1A-ciom 1A-ctom 11QO 13A-4ocs 1OA-m 1A-clom to-clom 1B-clfm to-clom IA-clom 10A-m 10A-m 10A-m 13A-400s to-clom 1B-ctfm to-ciom 1 Bcifm 1Aciom 13A-4ocs 10A-m 1A-ciom 1B-cifm. 1 A-ciom 1B-cifm to-clom 1OA-m IA-clom 13A-4ocs.. 1B-clfm IA-ciom iB fm 127 1;27 i ,44 'elia' 'f 270 'f2i3 0.fY3'tga'. 0.143 1.670 1.270 1.270 1.130 1,270 1.270 1,670 1.670 1,670 0 1 '- 1 t27A. i t90 1.27TJ.,s 0.143 1.670 1.270 1.130 1.270 1.130 1.270 1.670 1,270 0�1 i 13X4 i t 230 11� 0§ Cia 'rre Ge% se se se se se se se as se se s, -•s s Et sw sw sw sw sw sw sw sw sw w• W. .Wr" vi" _. 0. ' i, is 41 3.72 43.42 33.02 33.02 29.38 33.02 33.02 43.42 43.42 43,42 - 3.72 43,42 33.02 29,38 33.02 29.38 33.02 43.42 33.02 ,9'- - - ; 0 - '�- `= 2.47 36.31 70.95 70.95 70.92 63.85 70.95 30.04 43.21 30.04 ; '"'. -: 0. 2.47 36.31 70.95 70.92 70.95 70.92 70.95 43.21 = ". > d -0 0 0 0 0 0 0 0 0 0 S -7d _ 0 0 0 0 §" " ... ` 0 0 0 0 0 0 0 0 0 0 0 '�:0 0 0 0 0 0 0 0 ;.- x v -' x .......a .« " 0 " 0 0 0 0 0 0 0 0 0 0 0 0 - r E". 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f' , -0 gr_ '. " 0 0 0 0 0 0 0 0 0 0 © -0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0: 0 . 0 0 0 0 0 0 0 0 0 0 ", q 0 0 0 0 0 0 0 0 0 00 d 0 0 0:. 0, 0. 0 0 0 0 0 0 '0 0 0 0 0 0 0- 0 0. 0 0 0 0 0 0 0 0 0 Cl p p 0 " 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00. 0 -. 0 0 0 0 0 0 0 0 0 0 0 0 p 0 1B-c1im 13A-4ocs IA-ciom 1A-ciom. 1A-clom 1A-cImn 1Bclfm 1B-clfm 1A-ctom 1A-ciom 12B-Obw 7 73fF 0,143 1.270 t.270 1.270 1.270 t.130 7.130 1.2 1.2 0 vc nw nw nw nw nw nw n n w 3.7 33. 2 d 2 2. 8 .02 .02 252, _ .03 0.43 70.43 70.43 70.38. 70.38 70.43 45.24 $:-82 ,< 140 25 0 0 0 0 0 0 0 - .... - 115 0 0 0 0 0 0 0 :`. _- 0 "r. {x 428 284 826 1401 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r. .' 0 _. 60 0 5 0 0 0 0 0 0 _..0 56 0 0 0 0 0 0 0 0 0;. 0 206 0 149 0 0 0 0 0 0 0 137 0 317 0 0 0 0 0 0 0 P 6 c). AED excursion 732 126 .Envelope loss/gain 2033 2768 643 675 12 a) 'Infiltration b) Room ventilation ° 165 51 0 0 71 0 22 0 13 Internal gains: O pants @ 230 0 0 0 0 pliances @ 1200 0 0 0 0 Subtotal (lines 6 to 7 2197 2819 714 697 Less extei Less trans Redistribul 14 Subtotal `16 Duct loads p Total roo L Air re '1 yam,., •lDocLm 30%I 2199r7I 2819 850 htso-Ft g sand SeaingslRich Desktoplold drive R� ch-caic(MilS9 294 rrp CaIc=MJB Oriental 17% 30% 11 83 8 2007-Apr-1013:54:07 Page 23 a Right-J Worksheet Gamezone Clean Air Technologies Job: Milligan Res Date: 03/26/07 di By: ROS I 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Beclan 4 14.0 ft 10.0 ft heaticool 14.0 x 16.0 It 224.0 ft' pod&62 6.0 ft 10.0 ft kati.001 6.0 8.0 It 48.0 f12 Ty Construction number U-value (gtuhjf12-'F) Or HTM Are or perimeter (ft) Lo d (Btuh) Area fl2) or perime '47) oef Load 1 (Bth) Heat Cool Gross N/P/S Heat Cool Grosso k�W Heat Cool 6 13A-4008 IQA-m IA-clom 1A-clom IA-ciom 7A-Igsnn 1A-clom IA-clom 1100 13A-flocs 10A-m IA-clom 1A-clom lB-clfm IA-clom 1A-c1om 10A-m 10A-m 10A-m 13A-Ocs IA-clom 1B�cifm 1A-clom IEl-olfm 1A-clom 13A-flocs 10A-m 1A-clom IB-clfrn 1A-clom 1B-cifm 1 A-cl om 10A-m lA-clom 13A-flocs IB-cllm 1A-clom IQA-m IEI-cIfm 1B-cIfm 13A-4ocs IA-clom IA-clom 1A-clom 1A-clorn 13-cIfm lB-CIfm IA-clom IA-clom 12B-Oli 1.27 1,27 35,31 0-44 1.270 0,600 1.270 1.270 0.170 0.143 1.670 1.270 1.270 1.130 1.270 1.270 1.670 1.670 1.670 0.143 1 270 1 130 1 270 1 130 1,270 0.143 1.670 1.270 1.130 1.270 1,130 1.270 1.670 1.270 0.143 1.1$0 1 270 1,670 I730 1.130 0.143 1.270 1.270 1.270 1.270 1.130 1,130 as no ne ne ne no ne as ne se se as as se Se se, as se se, s s s s a a sw sw sw sw sw sw sw sw sw w w w w w w nw nw my rw nw nw, n4 n S 2.55 1.57 0.00 025 33.02, 15.60 33.02 33.02 4A2 3.72 43-42 33.02 33.02 29.38 33.02 33.02 43.42 43.42 43.42 372 33.02 29.38 3102 29.38 33.02 3.72 43.42 33.02 29.38 33.02 29.38 33.02 43.42 33-02 3.72 29.88 33,02 43.42 29.38 29,38 3.7Z I 33.V IS 2 3 602,' 2 a 294 7 .02 .02 t "Z52 2,47 42.95 70,43 7043 79,43 48.05 70.43 4524 4.85 2.47 36.31 70.95 70.95 70.92 63.155 70.95 30.04 43.21 30.04 2.47 37,88 36,53 371.86 36,53 37.88 2'47 38.31 70.95 70.92 70.95 70.92 70.95 43.21 4 _01 91, 1.1 53.19 91.90 . " 7 �, 5F Py .03 0.43 70.43 70.43 70.38 70.38 7GA3 45,24 0.81 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 i a 102 0 0 0 0 - o 0 0 -ql' a 0 0 140 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0, -0 0 0 0 0 0 0 0 0 0 0 9" �: 1.-- 0 0 0 0 0 0 f 0 0 0 0 0 0 0 0 0 115 0 a 0 0 0 0 0 0 i 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 428 826 0 0 0 0 0 01 0 0 0 0 0 0 0, 0 0 0 0 0 T 0 0 0 0 - 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 284 W1 0 0 0 0 01 0 0 0 n 0 0�1) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 60 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 a 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 223 0 0 0 0 0 00 0 01 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 148 0 0 0 0 0 0 0 01 ---G ----G ---G W --G G ---G --G --G --G ---G ---G %I G ---- G --G --G --G p 61 c) AED excursion 732 01 Envelope loss/gainar,vr�' I 2033 2768 496 224 12 a) lnl= Room . ventilation 14C 165 0 51 0 71 0 22 0 13 Internal gains: 0. pants @ 230 Pliances g 1200 0 0 0 0 0 0 0 0 Subtotal (lines 6 to 13f,e4. 2197 2819 567 246 14 15 Less extema f "4oad Less transfer* RedIstribution Subtotal le, Duct loads AL 17% 30% 0 0 0 2197 365 0 0 2819 850 17% 30% 0 0 0 167 94 0 0 0 246 ' A74 LI v Total rood ad Air re Q� r 2562 100 3669 1681 - 661 6:6 26 320 14 2007-Apr-10 13:54:07 Calc = mia Oriental Page 24 4 Right-J Worksheet Giamezone Clean Air Technologies Job: Milligan R0s' Date: 03/26/07 By: RDS 1 Room name Game 2 Exposed wall 63.0 ft 3 Ceiling height 10.0 it heat/cool 4 5 Room dimensions Room area 1.0 x 371.0 ft 371.0 ftz Ty Construction U-value Or - TM Area (ft') Load Area Load .number (Btuh/Ki°P) (Btuil/M or perimeter (it) (Btuh) or perimet Heat Cool Gross WP/S Heat Cool Gross Heat Cool 6 11 13A-4ocs 10A-m IA-clom 1A-clom to-clom 7A-lgsnn tActom 1A-ctom 1100 06dja'DO, 127W 0.170 no ne n 1,w 4 ... 1SA-4ocs 1OA-m to-ciom 0.143 1.670 1.270 se se as 3.72 2.47 92 342 43.42 36.31 48 48 2084 33.02 70.95 0 0 0 8 lXciom 1.270 se 33.02 70.95 0 0 113-cifn 1.130 as 29.38 70.92 0 0 0 1A-clom 1A-ctom 1.270 1.270 se as 33.02 63.85 0 0 33.02 70.95 0 0 0 0 1OA-m 1.670 as 43.42 30.04 0 0 0 0 10A-m tOA-m 1.670 1,670 as as 43.42 43.21 0 0 43.42 30.04 0 0 0 0 13A-4ocs .0,13 1Aciom 18-01fm„, IA-clom 16-clfm to-clom 12 1270, 1 i30 1.270 s sr 9 s ,: r 29' 13A-4ocs 0.143 sw 3.72 2.47 1 142 -528 351 10A-m 1.670 sw 43.42 36.31 4 8 2084 1081 1A-clom 1IB-c1fm 1.270 1.130 sw sw 33.02 70.95 0 0 0 29.$8 70.92 0 0 0 0 0 1A-clorn 1B-c1fm 1.270 1.130 sw sw 33.02 70.95 0 0 0 29.38 70.92 0 0 0 0 IA-clom 1.270 sw 33.02 70.95 0 0 D 10A-m 1.670 sw 43.42 43.21 0 0 0 IA -clam 1.270 sw 33.02 0 0 0 0 13A-4ocs L A 14a, w.r:. _ $: 1B-c1fm 1Actom Yi fi Mb y/ ; OA-m 1Bc1fm it I #1 Y w ' . 1&c1fm f.134 w" 29, r 3^ 13A-4ocs 0.143 nw 3.7 7 200 200 744 495 1Aclom. 1.270 nw 33. .03 0 0 0 0 1A-ciom 1.270 nw 2 0.43 0 0 0 0 1A-c1om 1.270 nw 70.43 0 0 0 0 1,A-clom 1.270 nw 70.43 0 0 0 0 1'.B-c1fm 1.130 nw 2 70.38 0 0 0 0 1B-clfm 1.130 n 2. 8 70.38 0 0 0 0 P 1Aclom IA-clom 1213-0bw 1.2 1 2 D n w .02 70.43 0 0 0 .02 45.24 0 0_" 0 2; `:.-.: ^' 1 -" 0 0 6 c) AED excursion I 1 538 Envelope loss/gain 8126 4356 12 a). Infiltra8on 623 195 b) Room venfilation Y. 1 0 0 13 internal gains: Oc pants @ 230 0 0 pliances@ 1200 0 0 Subtotal (lines 6 Co 1 8749 4551 Less externs oad - 0 0 Less transfeP a- 0 0 Retlistribution 0 0 114 Subtotal 8749 4551 15 Duct loads 17% 30% 1452 1371 Total rooflad 10202 5922 Air ) 397 255 N s0'Ft Right-Sulte Residential 6.0.98 RSR29434 Settings\Rich\Desktop\old dnve\Richcalc\Milligan.new.rrp. Calc = MJ8 Odentat 13:54:07 Page 25 w Right-J Worksheet Garage,Zone Clean lair Technologies Job: Milligan Res Date: 03/26/07 By: RDS Noi t I 1 Room name GarageZone Gera 2 Exposed wall 106.0 ft 106.0 ft 3 Ceiling height 8.0 ft d 8.0 ft conch. 4 Room dimensions 1.0 876.0 ft 5 Room area 876.0 ft- 876.0 f[2 Ty Construction U-value Or HTM Area (ftz) Load Area (ft2) Load number (Btuh/ft2--°F) (Btuw or perimeter (ft) (Btuh) or perimet ) t (Btuh) Heat Cool Gross N/P/S Heat Cool Gross WWIHeat Cool 6 18A-4ocs. 1.27 ne D' " . '- 160 0 �: 0 10A-m f27 ne i 1A-ctom 35-3i n0 ' �,� z -s- '- D' 0 0 1Aclom G- Me-. _ x 0 Q.:. 0 71 1A-ciotn 1270 3Te,. 0 7A4gsnn 118000 'Pe. p'" ,;, - 0!. 0 0 1A-clom 1270. Mp^( 0. 0 1A-clom 127£l° xt - m .*'.' .. -�X.^ -7u:' D 1100 0:17D Dai-. _. +. _ " 0:.- 0 0 13A-4ocs 0,143 se 3.72 247 352 352 0 0 352 352 0 0 10A-m 1.670 se 43.42 36.31 0 0 0 0 0 0 0 1A-clom 1.270 se 33.02 70.95 0 0 0 0 0 0 to-clom 1.270 se 33.02 70.95 0 0 0 0 0 0 0 0 1B-cifm 1.130 se 29.38 70.92 0 0 0 0 0 0 0 0 '1Aclom 1.270 se 33.02 63.85 0 0 0 0 0 0 0 IA-clom 1.270 se 33.02 70.95 0 0 0 0 0 0 0 10A-m 1.670 se 43.42 30.04 0 0 0 0 0 0 0 0 t0A-m 1.670 as 43.42 43.21 0 0 00 0 0 0 10A-m 1.670 se 43.42 30 04 0 0 0 0 0 0 0 13A-4ocs tl t43', 5:-: 'B+ ,t., res ., �.,. n -. �: -# '' 0 0 lA- lom 12. $' a �.� 113-clfm lA-clom T270 s-- r 0 0 1B-clfm 0 0 1130; s� _ 0 1A-clom T.270, s. "� 0 13A-40cs 0.143 sw 3.72 2.47 0 0 0 0 0 0 0 10A-m 1.670 sw 43.42 36.31. 0 0 0 0 0 0 0 to-clom 1,270 sw 33.02 70.95 0 0 0 0 0 0 0 0 1B-cifm 1.130 sw 29.38 70.92 0 0 0 0 0 0 0 0 1A-clom 1.270 sw 33.02 70.95 0 0 0 0 0 0 0 0 1B-c1fm 1,130 sw 29.38 70.92 0 0 0 0 0 0 0 1A-clom 1.270 sw 33.02 7095 0 0 0 0 0 0 0 10A-m 1.670 sw 4342 43.21 0 0 0 0 0 0 0 to-clom 1270 sw. 3302 4 _0 0Or 0 '._.0 0 0 13A-40cs v .. 0' 0." 0 0 to-c1om. #.2 ` 6'1 0`- 0- 0 0 0 1B-clfm 1.130' w" _6i 90 -. [_ 1B-C1fm 7.13t1 w 29.31# 0 - r 0 I TI 0 0 0 13A-4ocs 0.143 nw 3.7 7 328 328 0 0 328 328 0 0 IA-ctom 1.270 nw 33. .03 0 0 0 0 0 0 0 0 1A-ctom 7.270 nw 2 0.43 0 -0 0 D 0 0 0. 0 1A-clom t.270. nw 70.43 0 0 0 0 0 0 0 IA-clom 1.270 nw 70.43 0 0 0 0 0 0 0 0 16-ctfm 1.130 nw 2 70.38 - 0 0 - 0 0 0 0 0 0 1B-c1fm. 1.730 n 2Q.8 70.38 0 0 0 0 0 0 0 0 1A-clom 1.2 n .02 70.43 0 0 0 0 0 0 0 0 IA-clom 12 w 02 4524 0 0 D 0 0 0 0 0 P, I 128-Obw 0 - 2 E� `" 0.&'1(z ' ..: .. B , .. 0 - 0 0 6 c) AED excursion 9 0 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 1 0 0 01 0 13 Internal gains: O pants @ 230 0 0 0t 1. pliances@ 1200 0 0 0 Subtotal (lines 6 to 1 21 0 0 Less external cad Less transfe 0 0 Retlistribution 14 Subtotal '° 0 0 15 ,Duct loads 0% 0% 0 0 0% 0% 0 0 Total roo ad 0 0 re 0 0 Air al 0 0 0 ' T791"Ti C5 TC Right -Suite Residehtia16.0.98 RSR29434 ,Documents and Settings\Rich\Desktop\oid drive\Rich- lc\Mllligen-new.rrp Calc = MJ8 Onentat 2007-Apr-101 ' T791"Ti C5 TC Right -Suite Residehtia16.0.98 RSR29434 ,Documents and Settings\Rich\Desktop\oid drive\Rich- lc\Mllligen-new.rrp Calc = MJ8 Onentat 2007-Apr-101 27'-8" 101$0 12'-0" 15'-0" T-8" 7'-0" 101-8" I 81-10.1 7'-4" V-4- 11'_2., 9'4° 14'-0" 10'-O" - -- --_ III ZVI12'-0" 0 9 N BEDROOM 3 I iD o m a m IT FLAT CLG.04 - IL 7 s 4 •� IL--GLASS;- x m a &DD N' BATH 1.p 3' m ie 12,-0n _ „ , s , IN 1 n m 11-0 / 11 FLAT 2 /3 -0 22 -10 . co 4 3 -2 , 48" GAS ,, ! M CLG. Y8'XB' ARCH BEARING WALL 22-10 COOKTOP I • FRENCH / - _ " — ,8 'wide 1.3 SH N.c. 1-112" x 8'0" WATER STOP j... - ®A jF 18"x2 I 8'2"x5'0" FIXED 2-5 SH 2-5 SH 1-1/r x 8'0" WA ER STOP _ 1-1/2" x WATER STOP 1-112" x 80' WATER STOP '� W/ARCH ABOVE EGRESS EGRESS TEMP. , n n - j >oP� j 8_0" 1' 8-0 2'-08'-0' 1' 4" 10'_10" 19 _On 1' 14' 8" 12'4" 12._0 X 5'_p OD -0; N " CD • IU d Q I $ 3F---� oLL o W°m 4 BATH g� — W • m iA 00 O� • s Z _ u ' - ARA E DOOR '' ' ' ARA E DOOR HO x9T) G G 18' x90 O G _. FAM I LY � Urc CID z�, DINING m � � e'o"x B'D' DGDR xB'o" GE DOOR 0 Q ROOM - 4 z Y . COFFER FROM 11' COVEREDGo �_ gN� tom 11' Box COFFERED CEILING � � � BEDROOM 2 : 3 04 GA E " I o a LOSET — I � a o _ o 0 PATIO _ ... j 11' FLAT EILING F 11' FLAT ILING _ •' mN c � j O2O N 11' FLAT CEILING a ''I "p, R F. - N F Q w �Yi ! L DECO. m KITCHEN r-p• Coy 10'-6" DECO,-0" 22 6' ACCESS 11'COFFERCEILING O ARCH `Q O X 3�_�n 40'-0" . .. 6'0 X 8' W/R136" SIDELITES •� .. _ —.�. 20"ARCH®TRANSOM ABOVE O` , M - - — - --- --- — / _ n . N LL 7'-0n ♦" a Q 2x24' G D ` 22'-10 %'� c7t 'Q _ •Q C7 NOOK PANTRY _p s _ - 11'-0" CH 3-6 S w • Y" ( l ° NDER ly CEILING LINE STEEL voeT — _,g x "g,Z 2'8" X 8' tv m _ — - - �- I Z 101-10" 14'-0" N .. 4c2 11'COFFER TA' S �g �i "Z-,Z 9,$• 1,.�A �.. a 3 Q CEILING _ (� rd b 24'-4• _ I LLJ _ o> m Q 9:0� - -_ Q O 11 c — -- `Y. AdcH__ y -' 4jP' _.. POWDER 1rIxND 1' 4' 11'-1" 1' 4" 11'-1" X LAU Y LLI • COL Wl 16" - - m I transom N I CHUTE - Y S4 BASE 12' 5' 1 '-9" e Q 1r x 20" tope ' Z LAUNDRY \� 11'FurcLG. a T! ', S AN L PROPOSED WORK AREA TABS: z CDD EJECT T ANY CORRECTIONS Q J 0 "I Ear, W RE UI ZED BY FI INSPECTORS THAT H f tj4'.' 3. Qn \ VENt To 24-10" V 1s AY BE NE CE RY IN ORDER TO FIRST FLOOR J Z HE .o DRYER _.. ,3 - "�R ^ v / STAIRS :/ I— 9'' O P WITH APPI(CABLECODES. 4284 MAIN A/C —I -ago � " 5 -10 BY BUILDER 11 - _ �— _6• / - 12• -ND -- _915_ GARAGE ((� 1 " 0 2a' a" 3' 6• 10'�1" SO BASE _78_ FRONT ENTRY POOL " ,� a 1a-0 Z I LIVING N ISED w%� COVER NTRY _344_ COVERED PATIO W � qq TOTAL FIRST FLOOR:_5621_ r - - Z i ,. W - 11 FLAT CLG... DESIGN 2OPEN 710"C ABOVE g FOYER m SECOND FLOOR - ' 2Y10'COFFERED CEILING W-4- O 11' FLAT T-T "+ ! Q - n CEILING , O s 1a-10 _2450_ SQUARE FEET A.C. 1r FIND COL IT-6•RApIUS . 12'-10" 3'-10" 11'-0" BASE D 78 BALCONY !.., _ - BASE - 1 - 3 / 7 — — �' o m — �� z 350 COVERED BALCONY BY m 04 b r- COUNTY — — 0t4 N � o ARCH LOCA IONS BEAR G rn ST. Luc IE LLJx 6'-3" g• BUILDING DIVISION TOTAL SECOND FLOOR:_2878_ z I RE v EWE)&IS6734� _ A.C. SQUARE FEET J w OTHERS -- - 2' OPT. ELECT. °D M S NS BE KEPT ON JOB OR 8499 TOTAL SQUARE FEET .I =� O _ FIREPLACE - O " 01 SPEC710N WILL BE MADE — — N �. x,.Z _ T- 8" EARING WAL AR H - j'. W 3w , cW io ry m Q 6' x 10' 22'- 0 ',, -0 G �a ? 21' 9• ,D [L n tD 9 -10 2 p O 80 LL N 10'_7" q _g" " $ HIS 5' 4" 11'-0" n V) - - Y D 5'-0" 4- a iv SEAT aBATH W 4'8" X B' DBL Al 4'- "/ U 11'FLAT CLG. O' N Yxa 22'10" - 1 Oi-, - 9 -3 61 v 6 -,z ` REF. �� 9/ I Q $ 12'-0' a UTILITY w X 1 2=1p" T-9" �.. CLOSET ` RORED DRESS( G x s - Y N 4' X 8' DBL �P F b — AREA 42'HIEE SEE ST DETAI m 2 • UCTURE "B" (V co irxd G b _ N BEDROOM � I - 'xH'DBL U m a `a 9 _ ae�: MAT O' 12'0'-13'4'-14'8"C XBDBL n - _ ® m OFFER CEILING - STL POST 28, X 8' _ a WALK IN WALK IN BATH a l m SITTING 4 ; ` s AREA I N w CLOSET CLOSET r - - -- ` Z m s\, S. O 24 " 24"x,8" 24"xl8" -. _-24"x,8" 11' FLAT CEILING IT FLAT CEILING I�1, NA T 3' ' EXTE R 1Y-IT4'COFFERED m TRANSOM TRANSOM TRANSOM TRANSOM I�/(TEMP 11'0" CEILING topo10'6 topo10'8 top@106 top@10'6 0 135H 6 19 Chi _1 F V 13'-3" 12'-10" LL LL " j 1 T-0M j 22 -1U i 1 0 0 4' 4 12 -0 11'0' $ 2'-0' 4 10'-8 101-100 l'-9" T-10" 12'-2" 4'-0" 4'-0" 4._0n 35'_2". 128'-8" ' I � �OQII' LL. LL- CL � I m III SHEET 1ST FLOOR LAYOUT 27'-8n _ I 12'-0" 15'-8" 29r_0" I �a A „0T-192 9'-6" 10r-2n 0 O e 07 a — GAME � OM RO o r uj 3 rn 10' COFFERED CEILING c zo Lo 14'0" C VERED A LCONY— \� 6'xa W1 �... 10' FLAT CEILING (2) 36" SIDELITES �- DESK/ T_0" 7'-0" g' o w MINI BAR c0 e s Ii. In :.1 FLATCEILING' Lo X o 12" RND r COL W/ 16" m J; G� ;D 11-711SO BASE ARCH 'I4.� ^ �� MINI s G REF. QO 118'-0" 90'- 4" 94-0r 66'-4° 83'-2n 9'-6" 4'-0" 6-10" 81-10" 4'-6" 5'-6" 10r_0n 3 0' 2.-0r I T II ' ll S SH'.. 2-5 SH 1-3 SH 1-3 SH 2-5 SH-- 2.5 SH 2.5 SH TEMP 2-5 SH DRESS EGRESS X MP !.r EGRESS. EGRESS X EGRESS EGRESS w m_ go r � N ]0= N 14'-0" 5'-5" 13 -6" 5 -5 ll s, BEDROOM 4 °' O BATHS BEDROOM 6 10' FLAT CEILING 1`NO 10' FLAT CEILING BATH iO I'll — 4 o BED OOM 5 r q CLOSE m �Ho � r o � 'art � � m ao io 10-FLATCEILING n to N N N Ql - 2'-0' n Q � o W O In Q ,BL � 9T S 9-1 - Z aN0 a xa BATH — 28 XB � _� eneL Ikp, .� W } V 999�.r J �w m m x \ I�r � ED H .' l -7n MLo - -,b i; 8 HAND RAIL 1-3 SH r n l n r —.—8''10' CU 4r-6n r TEMP ° r 2'-0' iv Ess g w, 44'-0" Z- N �� N - � e 24 -4' r : to m n _ 9 6" to UTILITY ARCH .. 34r .l w: Fly 4 0 5'-2" �i 4'-6" useso3rr 00 x OPEN BELOW ALL AY Z " 10'FLATC BALCONY wx, — x r THESE PLANS AIVC3 R POS N cli22'10" COFFERED CEILING 10' FLA CLG. w m �, D WORK N ," " . m n m ORRE TIONS o y N 38 4 0 " w w AND SUBJECT T N 3 14'-10' = v v m s REQUIRED BY Flo S ECTO S THAT _ 0 12'- " 12'-10" 4r 4n 10'- 0'µ0�` ?' MAY BE NECE` I ORD R TO ` W114' o LL r ` COMPLY WITH A` CODES. •� _ LI ABLE $ ra GFiEN � r, -7' STEPS UP 1 4'0' x a' v LASS DBL CC 2 „ 2, 0. 4 0 23 -6" " p j -- W W r 0 LL W v ;k gf 34'-4" O O 3 2 I'L O 1n SNwmoo as L ° „9 2 o Ln U )x 2OU Lu - I=—XJ Z Lu 58'-4" 4 oDo< w -= U o�a� 24'-0" �S Do o 00 94'-0" Q 24'-0" 24--0" i (y AREA TABS: SECOND FLOOR _2450_ SQUARE FEET A.C. 2'_0" =78_ BALCONY 350_ COVERED BALCONY TOTAL SECOND FLOOR:_2878_ LWA HIGH HAT. BE 1 \OQ .� ❑ DO go �'� G O -x `m 11' FLAT CLG. a " GLASS 3 w HIGH HAT. HI HAT HI ED DO \N FAH \ w N ORE 2 t�anklet water heaters (gas 2'8" X 8 ARCH DETE�DTo BEARING WALL / — — -- 'ZZZ P H y ��%�// Tv Q Ho g"x24"w �� .� ' .- nsom 3E.!' c d�' 8'2"x5'0'FIXE0-'' ®. \ "soma I. W/ ARCH ABOVE SMOKE top@1O' OFT'O ' HIGH HAT HIGH HAT III / to 10' DUE VAPORPROOF / VAPORPROOF HIGH WIT HIGH HAT I ILL w0 (o z w 3x i AMR PROOF VAFDR F N HIGH HAT HIG HAT HIGH HAT HIG N HAT �- o -1 DINING �J�Za❑ g I COFFER FROM 11' *IGHAIT �❑n HIG HAT ITv N wu HIGH T HIS HAT y_ I HIGH HAT HIG HAT IRF�F. I J r - GI DECO. COL KITCHEN Ill �1'� GQL 11' COFFER CEILING / !I ARCH 6-0 X V W/ (2) 36" SIDELRES s NOOK- 20 ARCHED TRANSOM ABOVE H T HIGH HAT (� N' COFFER , HIGH HAT HIGH HAT HIGH HAT 1 CEILING d �( 2x24 GLASS DOORS VAPOR PR F VAPOR PROOF PANTRY D' HIGH T HIGH HAT V PROOF ° NDER _ $ 120 \ CEILING LINE TAILS HKiHH KBH T ,. 12" RND 42"x72" COL W/ 16" hansom 4 SQ BASE ."' !�� . toP@8'8". \`.. B6< 3-WAY _ wmwllle.. \ HIGH HATS HIG HA -; 82 1 LIGH "y � 0 / OVER T I (P I 3-WAY > OCTAGON DOME 1 _ LIVING OPEN ABOVE _ 22'10" COFFERED CEILING \ .��_ �}.`:..�..+. 3-WAY co In CHANDELIER ❑ iq f LL x n Y. \I I. OPT. ELECT. FIREPLACE I I I AR - 1CH "BEARING WALL 6 I o0 IL _SMOKE 8g wG PH P DETECTOR - 3 ~ N HIG HAT - S VAPOR PR GO HIGH • _ FAH ¢ VAPORPROOF 5'X8'DBL jI HIGHLj \ h HAT L Wm II .. 4' X 8' DBL G HIGH HAT C HIGH T �XX DETECTryr of X K 4'X8'DBL �\ I\ I IL s L.. _ p. °O ° r=.i H FIAT HIGH FBA Co V IL : U' m p ¢ HIM Riff L: HIGH'RAT K w �� ❑ zff m 0,0 3 O 11'FLATCEILING �B�B.y 12'r 13'4" COFFERED. m.. CEILING PH E 4 . too AMP /I I�C,H 24"x18" 24"x18^ 24"X18" TRAN RSWITCH r SDB PAHEL tL1YP 24"x18" MOTION DETECTOR CAP TRANSOM TRANSOM TRANSOM TRANS M O d W/SWITAM top@10'6 top�10'6 top@l '6 topCal F- (L U LLJ I m� HIGH HIGH HAT. HIGH HAT HGH .IFAT 1 V ISO BI 2A I COFFERED C NG HIGH WII HIGH IBA HIGH HAT HI HAT II ' II II II , 11 IIL.. / ` /jr1-1/2' x 8'0'- WATER ST _ _ 1-1/2" x 80". WATER1-1/2" x 190" WATER STOP 2.5 SH 2-5 SH 1-3 Sli�� '. 1 EGRESS EGRESS TEMP HIGH HAT HIGHRAT ii 1 GA GE I I IUD it DROOM 2 E WP 1 ll'Fl T CEILING I 11' FLAT CEILING 'I � BATH' � 1 II �.,� rl II I I 0" x '0" GAF AGE DOOR µ I16'0' X 9'0"GAED OR PRE -WIRE P E-WIRE PREYVJRE µ PRE -WIRE 6 /DOOR OP 'R G R-OOR OPENER DOOR OPENER AR. DOOR OPENER 22"x38"AEC 3 � ¢ m oJ Bp HI HAT HIGH O IO m �, !•7 n' N I. M I.. -_ Oz x N , ED F¢ OK K III u�'1 T S€� S ANw L@ )SED WORKLL W �I � D SUB TO AN) ERECTIONS AII HIGH HAT HIGH MT y / crOR�I x / ED BY FIELD Ih 'TORS THA / ! r Y MAY BE N-ES RDER TO COMPLY WITH ALL P' ODES. 2'8" X 8' /-I — - ARCH 3-6 SH III _. B PB PB P�— GFI CFI o / 0 SMOKE .. �'If DETECTOR � 1�Lu l 7 HOP "RO N WP ELECTRICAL LEGEND HA O m UNDRY a. U d../ HOOT. SPLIT RECEPTACLE HOVE ¢ F .A TABS: W ExrER1oR -,}- DOME LIGHT pp�� VENFTo dJ ' WASH p ZST FLOOR SINGLE POLE SWITCH Z 'I Po k MAIN A/C < _► l 6 110 V. RECEPTACLE (BEARING�'— i COL W/ 18"1 1 $3 THREE WAY SWITCH L SQ BASE z z 220 V. RECEPTACLE OND FLOOR O w I C3 O I ullGFl. GROUND FAULT INTERUPT N J W O HIGHHHATT V J ❑ _1 ❑ ❑ VAPOR Ho 50 SQUARE FEET A.C. 1 U o (n — — WP WATERPROOF y i I U orn ❑ CEILING FAN II. 12" RND CC L IL 3 A.C. SQUARE FEET - - BASE SQ 9 TOTAL SQUARE FEET ® DINING ROOM LIGHT dj PRE -WIRE RECEPTACLE GARAGE DOOR ry BEARING - GAR. DOOR OPENER ® Ex EXHAUST FAN MOKE HIGH HAT 6 FAN VAPOR PROOF IGH RWECTOR 1 Z I OFF( E` II CHANDELIER V J 00 --0 III J WP .a... -. VAPORPROOF s ¢- HIGH HAT C VAPOR PROOF HIGH HAT p® FLO5kjj6W FLOURESCENT LIGHT ll, HIGH HAT 11 IGH T C //y HIGH HAT G \V / HIGH HAT I pr a II t Y RPRBOF j IGH HAfi III , i PHONE PHONE TELEPHONE LOCATE IN FIELD (} 24"X24" � O ' ^ 4 �. VJ LL Q Ig�.. VANITY wr SQ. CO 18 r - \ ry TELEVISION LOCATE IN FIELD -S RORED DRESS( G "HIGH AN AREA - o I,. �.� ELECTRICAL PANEL x APOGH HAT VAP .PROOF I I HIGH HAT ® G = HIGH T m Z IOH HAT H HAY W� sMOKE x U ❑ '�. N _ !-1 METER DETECTORa 2 X N W U _ N d, JO w. �B aO$ g_ ; PB PUSH BUTTON SWITCH 4'x 8'DBL dtGFI ` W ❑ PGn FFw-�i m UW STL z ❑ O POST 2'8" X 8' O m -J PAw FAN MOTION DETECTOR EXTERIOR MOTION <, 24"X24 W/SWITCH DETECTOR HIGH HIGH HAT VAPOR PROD SQ. CO "T HIGH HAT 6'privacY I. 220 DISCONNECT o11'FLATCEILINGTANKLESS WATER HEATERS u ; 3'x6' EXTE R VANITY BAR LIGHT i) ®ZTEMP 3 SH III ! ) Ly ® J IIL. a r� METER - WALL MOUNT LIGHT L.I.F. MOTION. DETECTOR ARC FAULT PROTECT WfSWITCH PENDANT LIGHT. ❑ 3 �w BEDROOM CIRCUITS SMOKE H PER 2002 NEC 210.12 DETECTOR L SHEET 1 QL TV PHONE a - Q � R VAPOR PROOF VAPOR PR00I : BEDROOM (Ay T I HIGH HAT HIGH HAT HIGHHAT HIGH HAT HIGH HAT RIOH HAT"'- . of 10' FLAT CEILING I o �I VAPORROOF. VA HIGH HIGH T GAME —HIGH \. 1 HIGH Hp4 ROOMH�LLLJJ GH HA HIGH SMOKE 10`COFFERED CEILING HIGH T recroR HIGH HHIGH HAT KE DET CTOR PHONE HIGH HAT\ \ \ VAPO PROOF VAPOR PROOF VAPORPROOF HI H HAT HIGH HAT HIGH WIT _ Wi ��. HAND RAIL 12' RN COL . HI HHAT SO E C H I I � Q I O III HIG PHONE m - BEDROOM 5 N HIGH HAT 10'FLATCEILING/ HIGH HAT C �- ILBAT Barth a CLOSET 1411HHHIGH /AT � HIGX H 11 N OKE / ETECTO {-�? HIGH HAT HIGH HAT ,�--------/ HIGH HAT dbtb T i I ; HIGH IT � i— I I I �I i !� UTILITY LAUNDRY S - SHOOT I t—.11 I I— v„ NIGH HAT XL =N BELOW OFFERED CEILING TRUSS PLAN FOR DETAIL 11 i/ IALLWWAY Y 10' FLAT C4G. i GH HAT HIGH T a0 ❑ Lu `f i o III III SMOKE IGHIGH HAT SMOKE DETECTOR _rl \ CEILING FLOOR fI I I I \' HIRH HAT/ KIGH HAT rl ELECTRICAL LEGEND �I SPLIT RECEPTACLE �— � DOME LIGHT I I 3 $ SINGLE POLE SWITCH J GH HAT HIGH HAT ' I 110 V. RECEPTACLE I 0 J $3 THREE WAY SWITCH BEDROOM 220 V. RECEPTACLE I 10'. FLAT CEILING nFI GROUND FAULT INTERUPT -� WP WATERPROOF o \� CEILING FAN HIGH HAT GI i HAT GH HAT -.1 @ DINING ROOM LIGHT - I (b PRE -WIRE RECEPTACLE GARAGE DOOR GAR. DOOR OPENER FIXnN EXHAUST FAN VAPOR PROOF SHELF a BAT � sssz I 'TOR ' CHANDELIER ! r 0 VAPOR PROOF HIGH � VAPOR PROOF HIGH HAT LL r LLL��YYYJJJ �, ' - -- FLO FLOURESCENT LIGHT '.. rwr�� HIGH HAT z Z HIGH HAT LLI (0 PHONE .TELEPHONE LOCATE IN FIELD v! v mowp�// W ! TW TELEVISION LOCATE IN FIELD LL C.)Ito, F ELECTRICAL PANEL Z V � i --- ---__ U METER III J Z —� PB PUSH BUTTON SWITCH Q! I BALCONY 1 O' FLAT CLG. it VAPOR PROOF MOTION DETECTOR EXTERIOR MOTION HIGH HAT W/SWITCH DETECTOR I � I I 220 DISCONNECTAh Q-� VANITY BAR LIGHT WALL MOUNT LIGHT I Q . ® JSMOKE DETECTOR J O TWO.. AND ALL PROPOSED WORK UNDER CABINET LIGHT N AND :CT TO ANY CORRECTIONS BY FIELD INSPECTORS THAT CID iECESSARYIN ORDER TO ARC FAULT PROTECT BEDROOM CIRCUITS LU TH ALL APPLICABLE CODES. cb PER 2002 NEC 210.12 dWDsZ �__�f i 00,02 ti .z - 0 o� O o� 0 O O S cs� � • r 5 � m z N 46°25 5-1�' E — 243.71' 0' 6, R \ 3.00' D c 5" zo I ;u D� m rzrt Z m D -+ Z z mD m o m ] -- - m I] m z 01 z m 6 � ] ry 6' g 2-]" g• 5 r r ] , Y p' / 6" �,I/ N46°25'51 "E r z c o00 W I n C� CIO 0 I \ I LEGAL DESCRIPTION: LOT 49, SABAL CREEK - PHASE 1, AS RECORDED IN PLAT BOOK 23, PAGE 32 ("A" THROUGH "B"), PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, ADDRESS: 10890 PINE CREEK LANE PORT ST. LUCIE, FLORIDA NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECC2D. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. BEARINGS SHOWN ARE RELATED TO THE CENTERLINE OF PINE CREEK LANE, AS SHOWN ON THfPLAT OF RECORD. LEGAL DESCRIPTION PROVIDED BY CLIENT. ELEVATIONS ARE IN FEET AND RELATED TO THE BENCHMARK SHOWN HEREON. PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON PANEL 120285-0275F, DATED 8/19/91.FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS, IN ACCORDANCE WITH CHAPTER 61G17-6.003, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN. UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY 9E FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS PLAN INFORMATION TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. THIS SURVEY IS VAUD FOR 90 DAYS FROM THE DATE OF RELEASE OR LAST REVISION. CERTIFIED TO: OINYERO & SANDRA MILLIGAN; SUN TRUST BANK - NATALIE STILL Tor- O v c N �-�o 0 00 (V O m D� CIO ;l mD zD —I 0 m T 00 00 8 ' a 15.67 2 00 _ 0 10.83, 10.67' I I I od 14.00' n � - SI v� r r 0 I-) AP �A i li 0� 6 aC 7.75' o ,n r i.i�. � N A�1• � lit L0 LD e M 406.78'(P) 406.74'(M) r` o r - TI TTl nO V II C --1N J 05 :2 Cjn! p m OO � UT� r O 466.77'(P) 406,78'(P) 7 mow, 44.00' d 2' 23.25' 0.76 Ln M 18.50' [70' 3' 9 \s: 0 AJ tf) L6 11) 2 96 466.77'(P) SYMBOL LEGEND POWER POLE TELEPHONE RISER ® WATER METER �{ CONCRETE POWER POLE d EXISTING ELEVATION p CONCRETE MONUMENT ol SET ROD & CAP LB# 4942, UNLESS OTHERWISE NOTED FOUND MARKER AS NOTED DELTA ANGLE C-- GUY ANCHOR PROPOSED ELEVATION ® SANITARY MANHOLE ® DRAINAGE MANHOLE (4:1 SLOPES ARE MAXIMUM) d 9 5 FEET D m v N O v? 1 (I! Iv r � m 0 0 ;v 0 D D 0 _< D w z y z o — r g. r 105.07' x 1D g. 104.4 2-12" IQ" 18" /• 31 CGNGREIE PIPE n uD �R wir SPIRE E OR Bar GM SUPFGRT PIXE POlE Sf4WLMN W OY&W � z m� ro 0 0 � I 0 O r� v p w Z z Cfl N 30.00, o -P v o CO N w �I N D I = :ZE11 dW0 „4Z _ I I II O o IJ K z ID/ A Z co yO N b l� CO tri Tmm �o m (/)I b o W W -0 rn w z�J w � 91 D �l 00 (n m 00 A m j z <3) D I� m (j o m o N J 10" Z I (j p" z ()-I Z CP � 30.00 °? l2i?11> A z o to c �, c� On o Qc K Z LEGEND PINE TREE PALM TREE = OAK TREE oz � SABAL LAIC OMIE St.WP le Co rL Dates Init proved ROBERT `F KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA # 6285 FIE_D DATES: 02/01 /06, 05/29/07 JOB # 06-014 y W w — U W J Q o gym/ O C' U z � w OI W 1 I..L Y) 0 t LL Q W ® W l z In 0 W Vi ii z O w 5 K O G N WW T N W O O a a ¢ rc � wo p p O O O O it it it it it U z L+7 � J O mo } UJ G_ O � O(0 fD r N �w I I HJ coDO a�' z W r� Q W 5�� op U0n _Z vi JW N O W\ m •. o w Z O 11Ipp w N ¢�Q II d Z J Y w.-3Q. w 00 O P N O O U SHEET NO.: 1 OF : 1 T m O O d{NQ,z Cb z CJ CD cn o� \N 0 �U) -P e b O / a O r— M Q) / > V 11 c y i �v m �� \ 01 m 0 V �y 00 11 D0 I 11 m> I FTI M D I I z m \ j N 4605'511' E i \\ ~ 466.77'(P)\� \ 7 'd' \ V 6 / 7 / / 10„ r PROPOSED PROPOSED ---__ � DRIVE _ 75' WELL ARC _ a 415.6T i 1 b" ' �M b 25 --- Lq 12-0 7 o 10 83' �243.78' 110.6 6. M 90.33' to' P - 1 6" N I M a 14.00' 7 9n FqROPOSED D 24.83' SINGLE FAMILY 3.00, D v1 RESIDENCE C r s D O (T�j e I m o -C z Mg 2. P FFC z O _ m Z °' ti.. , tr \ z — to. -.y 2 9" / ti?� L, 12" m Ln 7' I O w\ m • - i \ 1 00. a \ \ e.so 23.25' 6„ m _ 7 �' \ s• s*Pr 6.i6 \ M 18.51 .5 in 26.08' 63.33' r� \------------ U1 �, 1i, �i i- / V) � 7. �. A7 -i &4=911111111M! �T —�— MNO F N\ O O 5 FEET p r I Mw r N 0 O On N I M r -I r,-I /1 r M v v c� O ® -q w D4 30.00' 0�0 0 � -P � U o n Z 1Jy N 00 ' (),I O Z N - T S r d 0 III2 2-10' ' 8 105.00' g 5„ e' CV N DO' 76 0.. WALK 2 2-12" 10" /� 1, / 6 (O 6" e p s 15x93 D/F & 2800 SF GA 2-7' LLd \ O 7" M \ zCZ7 in 406.78°(P) 406.74'(M) 2 36 -n 2 s I N46°25'51 "E \\ �� 466.77'(P) m CD CD j - f CA P o \ � M n � \ II C 06 t I Cy, m \ ABBREV1477ONS LEGAL DESCRIPTION: \ LOT 49, SABAL CREEK - PHASE 1, AS RECORDED IN PLAT BOOK 23, PAGE 32 ("A- THRO14 "B-), PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ASP ,wax ADDRESS: 10890 PINE CREEK LANE PORT ST. LUCIE, FLORIDA NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF R3RD, eow ewsw A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. bc�etbar BEARINGS SHOWN ARE RELATED TO THE CENTERLINE OF PINE CREEK LANE, AS SHOWN ONIE PLAT OF RECORD. LEGAL DESCRIPTION PROVIDED BY CLIENT. ELEVATIONS ARE IN FEET AND RELATED TO THE BENCHMARK SHOWN HEREON. PROPERTY LIES IN F.I.R.M. ZONE -X-, AS SHOWN ON PANEL 120285-0275F, DATED 8/19). FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 61G17-6.003, ADDITIONS OR DELETIONS TO SURVEY MAPSt REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN. UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACEfILITIES AND OR FEATURES MAY EXIST. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT 6 BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENI SURVEYOR AND MAPPER. THIS PLAN INFORMATION TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. THIS SURVEY IS VALID FOR 90 DAYS FROM THE DATE OF RELEASE OR LAST REVISION. CERTIFIED TO• b •SUN TRUST BANK - NATALIE'LL SYMBOL LEGEND 01 POWER POLE Q TELEPHONE RISER ® WATER METER 0 CONCRETE POWER POLE s¢ EXISTING ELEVATION EI CONCRETE MONUMENT O SET ROD & CAP LB# 4942, UNLESS OTHERWISE NOTED • FOUND MARKER AS NOTED A DELTA ANGLE E— GUY ANCHOR PROPOSED ELEVATION © SANITARY MANHOLE ® DRAINAGE MANHOLE DINYERO & SA, RA MILLIGAN, 1 (4:1 SLOPES ARE MAXIMUM) a DA" 000 D6 em b ECP Aw aw aav cw Mw 6a cFlw °fr F Fv w 8" VA I D CCAKFM W b I SURVOM w e6et raevnaN€ FOX ear ;�Ir saRaoar Rae PROPOSED DRIVE REQ. PLOT f I 0' Q can z CI1 if 2 X 30.00 00 �1 0 G OC zuz,-� CA U o� o C -C TREE SYMBOL LEGEND = PINE TREE = PALM TREE �j = OAK TREE 2 Z ox, SAM LAW DAM ARPOSE 7/r V0 11 2006 ENGINEERS St. Lucie County Health Dept Environmental Health Section .Site Plan Approved for Constructio APPROVAL ,$ & LE OF`! zA 16,2 E/ ERNESTO LASCO DATE FIELD DATE: 02/01 /06 P.E. No 35649 JOB V 06-014 V W I ] Iry 1®I W t� V1 U Z y'NM 1. 0w I..L (n ® 0 w = Q W ® IIIZ � Z 0 n 3: W V) U F 4 VA 5 g � � o a o 0 0 a 3 a< a O F N a w (X x f5 1 ° N W N M W T F M < i[ el 0 0 0 0 0 0 0 ((0�� Z to O mo LLI � w� O 0 � J LL 0(.0 V1 1= w I I J 0000 - Zwlw �0 0 X �L¢ 0 z l- .N C) a V)6- _Jwo W r Pb- 0 N W J a 0 m o a o o W U E m rrpp � o Z p w N Z U U m tOQa�l h\�� W O o N o 0 0 U SHEET NO.: 1 OF : q C) 1 c) w x w � / A^ ) e� v / (1-00 O LL. 0 0 O w 0.1 T U) L.L.1 w U) 3D VIEW �I�\ I■I■ICI I■1► � I■I�I�I■I■I� Ili . _ �� \ill■�.'� �.- -- T,H I O�ERFr�TR1 EX SETBACK EJ r EX EJ IL ;. O U.NX24" F LAT LG. i— s/tz T ELF CJ1 O 34W 0 (2 TYP HEEL 2• TYP. CANT. TYP END DET. yea >B F 6/12 T 4 0>B ti . NJgr hti _ Gmi EJ CJi 5-- 72 "8 - ET C GR FA E OF RUR 4 a 4 6112 w 28T' — 6'12 0 HG 'D• 0 0 A19 W Q bo A18 Ai] .OY, All CLG. I -U. m I� CLG 8'6'3 LAYOUT SCALE: NTS = V-0" I 47 6/12 22'-10" 39'8" Di D1 p D1 (7 LL . O Dt U FL CLG. @ 0 = D2 0 Ila, — — 64'W @ 22 10' ABV 1ST FLR �D OF GIRDER CLG. 158" CONNECTION BY FIELD FRAMED TRAY SOFFITS BY BUILDER e_��8 L_ 12 TYP TRAY DETAIL 26' � r r B- LIGHT STORAGE TRUSS (Cl) L I 000 cJt cl � � I 16112 J3 'i' I 11 S 'BACK OHG FACE FGI E 2P LEDG R � I cJ TOF 10' B- l4" I I F TCL II. EJ]A @ I1'-0„ III HJ2 G N C]NMES AODE EJG5A a� 0#PE S.F. D) TORAG EJ10 LAT LG aN @22 10 .J1 G _ EJG5 IIII 13V 1 T FL I 2 "O. C. .WO.) T EJ]A 2 O.C."J.N.O. _ _ HJ2 - SETBACK SETBACK 8/12 J8 ✓B h - 6 12 2 PLY EDGER to BY OR TOP 10'8-11 CJ CJi m __ ...— 1s, 2' -._ ___-. -- 24. m CJi 6112 ID: HAN R: TY: � I Q 4 EA O WALL N T N9ET'B'A o'.o"wA�. C HUS 35 EJ3 D HGU 26-.2 2 b J SUL 1 EJ3N - 1T-0"WALLHGT K SUR 2 THE91! RL4N9 A dD A ! PRQ�7SED WORK ARE $UBJE-CT TO ANY Ga}0ECTION6G11 REQUIRED!9Y PIRLD IN$PdCTORS THAT r MAY RE NVW04ARY IN ORDIR TO ? COMPLY WITH A66APPOCAELE CODE&' y 12'-0" WALL HGT .. 12'1' —1. 390" —{ 22'-10"WALL HGT PILE uo t 6112 r'A ry 6112 FL T CLG cp 0 �— m CJ, J5 z z > EJ5 J3 SETS F R. 5 1 tJ3 m L EJ5 T QV J3 �IyVVI L,AIGp( �j�`' I. III 0 o iD II,,/ m � 6/12 � a/1z 1 y� S BAC a OJ3 SiG i SEP 13 2006 cJ1 SEAL FOR TRUSS PLACEMENT ONL oJ1 U U y✓ser � li ,��U4.... NJ/� '. �.��11YL�tJi 6112 i w °c 'STATE bF ; i RI FILO DA - IMPORTANT NOTES ' TJ TRUSS PROVIDESI:STANDARD TRUSS TO TRUSS CONNECTIONS. ALL STRAPS AND UPLIFT TIEDOWNS TO FLAT GIRDERS, BEAMS,WALLS AND JACKS ARE SUPPLIED BY THE BUILDER. DRAWN WALLS ARE BEARING UNLESS OTHERWISE NOTED. ALL UNDERFRAMING OF DROPPED CEILINGS AND FINISH FRAMING OF SPECIAL CEILINGS IS BY BUILDER. TJ TRUSS IS NOT RESPONSIBLE FOR TEMPORARY BRACING OF THE ROOF SYSTEM. FOR TEMPORAY AND PERMANENT BRACING REQUIREMENTS SEE BCSI 1 03 GUIDE BRACING REQUIRED BY THE INDIVIDUAL TRUSSIWEB COMPONENTS IS TO OVERCOME BENDING OF SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR WIND LOADS AND SHOULD NOT BE CONFUSED WITH THE BRACING REQUIREMENTS OF THE BUILDING STRUCTURE, AND SHALL BE INSTALLED BY BUILDER TJ TRUSS DISCLAIMERS: FOR ANY CONFLICT BETWEEN THIS SETTING PLAN AND THE INDIVIDUAL ENGINEERED DRAWINGS THE INDIVIDUAL ENGINEERED DRAWING WILL TAKE PRECEDENCE. DO NOT CUT OR ALTER ANY TRUSS WITHOUT CONSULTING A REPRESENTATIVE OF TJ TRUSS FIRST. ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FOR THE COST OF THE REQUIRED ENGINEERING DESIGN AND REPAIR OF THE TRUSS. NO BACK CHARGES WILL BE ACCEPTED UNLESS APPROVED IN WRITING BY AN OFFICER OF TJ TRUSS CORP. FAILURE TO SEEK THE RESOLUTION OF A PROBLEM UNTIL AFTER THE ROOF IS SHINGLED OR THE DRY WALL IS INSTALLED SHALL CONSTITUTE ACCEPTANCE OF THE PROBLEM BY THE CUSTOMER AND THE CUSTOMER SHALL BEAR TOTAL FINANCIAL RESPONSIBILTY TO RESOLVE THE PROBLEM. CUSTOMER RESPONSIBILTY: PROVIDE AND INSTALL ANY AND ALL PERMANENT BRACING REQUIRED BY THE TRUSS DESIGNS. PROVIDE A SUITABLE UNOBSTRUCTED AREA TO UNLOAD TRUSSES, TO ERECT ALL TRUSS COMPONENTS IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE PUBLICATION BCSI AND TO SEEK PROFESSIONAL HELP AND ADVICE ON ANY QUESTIONS PRIOR TO THE ERECTION OF THE TRUSSES. FLORIDA ADM. CODE 61G15-23.002 COMPLIANCE NOTE: THIS TRUSS PLACEMNT DIAGRAM WAS NOT CREATED BY AN ENGINEER, BUT RATHER BY THE TJ TRUSS CORP STAFF AND IS PURELY TO BE USED AS AN INSTALALTION GUIDE AND DOES NOT REQUIRE A SEAL. COMPLETE TRUSS ENGINEERING AND ANALYSIS CAN BE FOUND ON THE TRUSS DESIGN DRAWINGS WHICH MAY BE SEALED BY THE TRUSS DESIGN ENGINEER. LOADING CRITERIA ROOF FLOOR TCLL: 20 PSF TCLL: 0 PSF TCDL 15 PSF TCDL: O PSF BCLL: 10 PSF BCLL: 0 PSF BCDL: 5 PSF BCDL: 0 PSF TOTAL LOAD:50 PSF TOTAL LOAD: 0 PSF DUR. FACTOR:1.25 I DUR. FACTOR:0 DESIGN CRITERIA: FBC/ASCE 7-2002/TPI 1-02 WIND SPEED: 140 M.P.H. BUILDING EXPOSURE: B' CATEGORY: RES II TYPE: MWFRS REVISIONS: 1. 2. - 3. -- ---- 4. APPROVAL IS NEEDED (4) WEEKS PRIOR TO DELIVERY DATE YOUR SIGNATURE WILL ACKNOWLEDGE (1) AUTHORIZATION TO BEGIN FABRICATION (2) VERIFICATION OF DIMENSIONS PITCHES, HEEL HEIGHTS, OVERHANGS, ETC. (3) TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT! ❑ APPROVED -NO CHANGES ❑APPROVED AS NOTED ❑ REVISE AND RESUBMIT SIGNED _ -__DATE -_ DELIVERY DATE DELIVERY ADDRESS: TRUSS CORP. 280�INDUSTRIAL 33RD FT. IERCE, FL. 34946 PH. (772) 466 - 3388 466 - 9329 TOLL FREE (�p00j 326 - 3388 ,a m".. _�, sa�ESQTJTaUss COM - SPANNING THE DISTANCE -WITH PEAK PERFORMANCE JOB # 60759 CUSTOMER STEMWINDER JOBNAME MILLIGAN RES. LOT/BLK/SUBDIV PGA RESERVE DATE JRLAWN1'�7/17/06 22 STEPS: RISE 'I" AND RUN.10" PER STEP E3 Z. F cm ' O - -- FLOOR LL -------- • � � l'Q z � IiNm _ JOIST _ ' )� �( -C Ill Ol � 2Xt2 ;i �S GUT toFk+ Lw �1 -- I ® iCAZ tu Ill 2 t1,Anarlspwt• �' @ iOtQ\4 Strtrw�t,✓ TPP: 5 R Mtae s �I � Y zE� r z- 24 Syp P LANDING DEL 2'x6 8" GLASS Of *TC - = __� s al O 0 �.X\1LMDgr U 0 � PANTRY 4t UNDER k - -1-ALi YS>LS- STAIRSIL -to 5LAT5 WI 3l1v9 4-0 u DETAILS 21r$ 30 s BY 6. BUILDER 10' 8" 12=,+f+'.=• 15 rr l'-S�r l�-0r1 10,41 8'-1O" l'-4" 4'-4�� . 91-loll 9�_4�� 1O1_0r�. I�i 9,4' 6'-0�� - ROUGH STAIR SCHEMATIC; -II'O" ROOF + I10" FLOOR - - ut r' j It - Z d. cq _ LL ^^Z .. 4 �o ° �5 .o _ � 111 x eesz�i-> w r Ld s aoa 0IX > x I cs A (q I FLAT cL v R G .,.F m Q �. U) IL kYi �L W.� , ckx U O. 4 _ 16" X B' _ BATaT l'-2rr 11'-0 r L4' 3 1' m_' 12'-0 <B' GAB irm r 22'-10' f , II�_Orr iq CLG. 2'B" X B' A BEARING WALL -10 COOKTO _- _Rcy _ . - FRENCH / .. - - - - - - IB x24'wide 1 k,� SH n'u • �I HIO" k WO"WATER STOP I-I/2 1 to elO' 13'-b"1 i'c IB #4 wid B'2x5'O FIXED 2-5 6H 2-5 SH f II 1 q r II 1 II Ir 1 " x H'O" WATER BTOP r r 1-1/2" x SO' WATER STOP 1 _ _ vansom vHnw I I V2" z 1 TER STOP 'IBuI 10 " ' 8-10 O' - - 15-%"li 1 p # 'H-. I W/ARCH ABOVE EGRESS EGRESS TEMP 2-001 11-41 O l.2-O 8-O 11- r - -I n 1 i - - r - - - -, l '. �--1...4.1 8'-0n 111�r' 19-0 11.411. 14r_811 �__I__� 12��rr i2'-0" x�1 5'- r rl pl r I m WTI b e 1 I I' —�i + F = s id" - - - 1 - I f - - - 7 m i -' pu EsAT 3 � 1 — - - v ofE �x —an1 FAMILY DINING DINING ° ° w 1J[ F (� 3 m - 80 rc 9 G RAGE DOOR 80" z 901 GARAGE DOOR .III BO" x SO' GARAGE DOOR. i WO" x SO" GARAGE DOOR 8 I 'ROOM I Y (� p 2 a = COFFER FROM II'.. _ - _ r _ _ + - _ _ -_ - - _ - - - - - - 4 L - -. - - - - - -✓ /� ao m u g m o 3, rr �r o 11-0rr a a y.. 11./O Y EYED XO dl II' Box BrAI'1 COFFERED cE1L _ �.-. - L.�EOVM '',.I i E G_nARACzE i.:. g Q 4 :q _ - - -1 q PATIO '° R L L I +- - - - - 1-4 - - _: a. IE'.. L.. - 3 �ri l� -- I� m � m / 11' FLAT CEILINO _ L — p0 [/`�9 _(l E iv 3 II' PLAT a OC-` r� II FLAT CEILING L j R F \r_ - - - j/ DECO. x ruL' r 3 Q rll rryN', 'ry�1 _ _ _ _ _ KITCHEN DECO. - I 1 I.01r >COL 101 611 �LI'-orr �CLCDSET - _ - 2z x3&ACCESS . —. m g�AA ul _ _ _____ - LS.I• j "21 II' COFFER CEILING Nr M2--_ARCH - - - - Q O 2'6" X S'm 3 -8RCHED TRANSOM ABOVE f 1 1 I - - jI ,.,- 4,::• 2'-0" r I i S s ,.. •. 1 11 Q 7 `O ttII^ Y 131_S11 n= / 2x24 GLASS DOORS gy'_jo O r �- _ J/ T ,I .I 1. , - E!e NOOK PANTRY e �R M p, Q .ARCH 3-6. BH -O I - il ,. „ nl �` = II' COFFER NDER �� / CEILING LINE \ / / areF1 post T7�_ v 1 - Id -loll rr 14 = v 9 O cEI OFF = i Tm B po / 14'-8rr le, (� !Q l 01 . y Q. - 24'-4 191_81r _ _ ______ __ ___70__ Im ---- 4, / n I ;I �' tl RND I' n 11'_Irr Irrr ` F / , , �' . % NDRI' , COL w( j{rr f 9,. 42"zT27 � , I L C a I '""'BDs 'Y: 12'-5r II'-9rr `f Lse transom _ 19 - iv = FLAT CLG. _ "' + �• _tp�eB 'e If. F U - o BLLIpIN© ROOMS u DRY rc - WIND O PROVIDE E �1 °w Boor a = AREA TABS: OP WITH A NET AN EGRE S' wasH SQ. FL p GROUND OPENI , za-10 $r III { 3,�„ STAIRS= ro A o„r a S i SO. OR UPP OR CLEAR FLOOR G N, M L. _ RT - - --..(�'_31 9r FIRST FLOOR IS NOT g R FLOORS. OPENING ' %�� LES te -- - — - - - - - - - - - - - 3a 4 r1 BUILDER , i 4284_ MAIN A/C SILL NOT MORE 4A ASOV OR 20' _ g u .1 ' , „ BARING I RND - � 'I 315_ GARAGE OVE FLOCY I I 24 4 3 8 l0 4 L wz IS'.' _l8_ FRONT ENTRY I I�!JOL 4'-0' o _344_ COVERED PATIO a \ LIVING ; _ �'z RAISED 88I 1 I I r 1 " p t DE5ICzN OPEN ABOVE o o 2 1 FOYER ENTRY; TOTAL FIRST FLOOR:_5�o21_ ^.. -. ir.I '', I I 1 I 22'10" COFFERED CEILING - I �) w 1 O I II,F-LSAT CLG, �rl Q" _ m II' ILAT X SECOND FLOOR _ r �G®ICING r P 'U r 2 A \ `+ 450 SQUARE _' 12 RND GCS _ r�'+ F A _ T .C. II I I RE FEET Y I _ BASE o I BY is-5 RADIUS 2-10 3 10 u'-0" m wr IB sa 78_ BALCONY J _ �, BASE m - _ }50_ COVERED BALCONY CO CEALEOFASTENERS ORA CHM NTS — ARETHE RESPONSISILITY F TN �i .,, O. .. BEARINO r.31, 91 m TOTAL SECOND FLOOR:JSlB_ 4 1 OTNEP�S ' }'lli. CONTRACTOR OF RECORD ^ �0134_ A.G. SQUARE FEET �1 WI I� I - 2 r1 ,r OPT. ELECT. i \ 4 TOTAL SQUARE FEET ml u Io I flREPLACE OFF..- - 8 99 / - -_ - QI� I 23-6 rn m I I coFFER cEIr=11iG FROM irl � - .- � I �+ 1 q� g � i 8" BEARING WALLSt. Lucie S>i1UnIY 8 i�. Iti 1 k,j�pt g 1 L tid a q Environmental ?�C.` l -,dion L � T v a131" I ` I 31'_9;1 J 9 \ 4 . _ _ 1= — = I . - _ �^ g1_Io11: 12, Site Plan Approve& °l� .,(�ss�4ruCtidn � _ — w a Q /' — Super � I j i \ ID-1 Hlg aw 5i_4rr 1i 4� r1 �- OSQSi`% _ 0 EsATN tl), (D Id HIDE b n. i 1 , I / \ SEAT x 1 H DEco BTL Sr1 5'_511 4'- 6'8 4' 611 SL4 IfFLAT CLG. 'U "` CAL9 ppgT - - / \ - L r J- � I� 2210 gr-311 6;_1x r pm w 24"xsA „ 'O" x `DBL _. 'z' VANITYAf 6Q. - - - - - - - - - - - , I`P $ cLOBET'4 f REF.I ROREO DBEs -- I-IEi� - 4' X S' DBL AREA - 7 Q 42' HIGH ALL " P -. - , - ' J III SEE 8T ❑CIDRE __ _ 8 ',. ° 1 ° 1 = r ° = U I WO �ry DETAI 11' eOFF D - __ rm� _ _ _ =r K K _ ro t r I iv .CEILING 1 A r 3r = 1a a m1 4_g i1 I1, n O,, ,AND ALLPROPOSED.WOR MASTER o x l 1 U U x 1 0 _ ' I I - ° - THESE PLANE 0 = BEDROOM l o- ° ARE SUBJECT TO ANY CORRECTIONS n ro x e' DBL x W DBL °1 p g REQUIRED EY FIELD INSPECTORS THAT 12'0" OW - la'B" coFbER cE1uNG I rL _. �n o u 11 = MAY N NECESSARY IN ORDER TO _ I I I POST re" x B' _ 0 ro a m COMPLY WiTh Ad _10 ' " 1. 119'_811 _ _ , 1 �_511 L. `- - - n LAPPLICABLE CODES. ? - v 'w I SITTING o I� 1 WALK IN WALK IN 0.41eQx = o AREA la l 1� - - - - - - - CLOSET 6 p.1 « w 11 I (- r -,�I1" m CLOSET = q - ��'q r 24"xIB"_ 14'z12 _X4NJS _ 2A"Aa - V� '<.. i0 -.. - - - 1 II' FLAT CEILING 11' FLAT CEILING rnvv.LE. R_- , LUt'IE COUNTY ' 12' - 134' COFFERED - 1 1 TRANSOM TRANSOM TRANSOM MANSO - - - O 3' 6' EX OR iba �.d _ a I _ s•`�L 10'b ! 10'b b ol0$ 10'b - - - - - - -- _.-.- - 1 � _ -. -'' TEMP 6-0' II I BUILDING DIVISIONY-L-- - o e,. CEILNG eP' oP' p 'AP' 1-3 BH REILIE � m -._- :..-,-.-- _� ----- - FOR`` 2r- 11 p. \ i a 42 ID 1 " .: DATE 13r 3rr 17-10' II' -Oil 2 -10 €\ F\ 3, b'-10 4-4 PLb/'PSA'ND)PER 12'-O" II' MUST BE KEPT ON JOB OR a No INSPECTION WILL BE MADE 110'-8" 10-101r I'-9" 2'-10" 12r_211 4' n ° 41_011 �11 3'•10' - _ 4'-011 q1_0 r 35' 2rr. NDESIGNED . HAS BEEN STRUCTURE 26r-Irr 6+3s^4n. THIS AN _ EVIEWED FDA QOMPLIANCE O lg -- FBG-- ONE OF THE FOLLOWING . - T_ SHEET 128'-8' INERNAL WIND PESURE SCALE WITH (Int.) 3Vi IONE DEBRIS PROTECTION IJ FLOOR LAYOUTINGMPACTRESISTANCE GLAiflII I T EB z F m — on z ' wQ �m ® 6B ztILU € VEB s s min Q N p a Oi 00 Q r v Ld - - -- - �a�Q'-ti..•IL r.'-- - - - - - - - w,r I I � je 01 ea-0 �a�<, , � LU 664uOD ar , to' -loll. 2S' O ,. g'4' 4' 0" &'-loll 8'-10" 4'4" ., 5,4�� 10'-0" 3' O" 2'_O" 2' SH 1-33H II 1-5 SH 2-5 SH 2-5 8H 2-5 SH ro TEMP 2-5 SH 2-5 SH x EGRE85 EGRESS X MP EGRESS EGRESS X EGRESS EGRESS •�•RI - - - " - - - - I _y ��-8�� 0 i4'-0" n 55�� 0. 13' ° N O (� I1 — � _ Q 0� POWDER - I Rood 0 B DROOM 6 I� BEDROOM d ---- - 'nFLAT CE-10IL_I NG IE b'FLAT CEILING rNR .✓0 r---- .:OOM Jto cEc! _ �-Ow v40N GISET 14-0 x CLOSET - ____- 10'FLAiCEILING Q (Oi� Cj _________ ____ _____ ______ rR OFFERED CEILING CLOSET 14On xn 3•86-0�t1 x COVERED x X LCONY Uj �II ' II ((l� LH\l _ = 30 W/ — .— — — 2) p 10' FLAT CEILING i aN1f•— _ — I SIDEL[TEB 7. IC ' oyf It DESK/ 4'-4" l b'-0n 2 O11 4'-O v �p I mil. —1 - -�' a L MINI BAR � -_ - _ - L ¢y 10' FLAT CEILIN / i • W/ `.`. � JGLO$E I ,- n ' n n H — —. _ — — _ 12 RIND Ul N X HANDRAIL — IB'-0. 2'.-O 24'-0° —1 COL W/ 16" =m I - _ - r _ _ _ ---- I`' L -r A6E --- --- -sv ?Q i 4 �,,,0 44'-gl( ' . ancx n 04 BASE _ _._ _ u LAUN 42 X 0nlw (((( - - - 6HOOT - i GLABr� Q — U - 0 L. CONCEALED FASTENERS OR ATTACHMENTS 1O,•1On 14'-0x: 3.8�� I n 1 00 n = 24-4" J m ,'-0" ARE THE RESPONSIBILITY OF THE 24'_IO" 9 6' -- 3a' 4^ / s m urluTYA. CONTRACTOR OF RECORD —„- --- w;a,� B RPM CIX - 01 EN ✓ L V W I -2 r BALCONY rc / P \ H LLWA' u o FLAT CLG, T St. Lucie County Health L3e,,:, e� Environmental Health Se3cs11` � 9d' COFFER® CEILING \ n Z n U� 22 _ d MI ' FLAT CL "' �y unWp1' r Super Plan .gIJPfOVeCt for //ee = EE ?RUBS PLAN FOR DETAIL \ -n W Super Con fr: (1 OSDS# VIOUS If 38'-4" REVIOWQC;. at 7 Y wm I NIL _� �o�ti CV LL m m _Y O 2 STEPS U 6 -5 � I o ( -- I 4'0'1 k9' 1 n i i i i i =GLA65 B ^ LEEPINQ ROOMS.. PROVIDE AN I±pR[95 o O ca - INDO � \ W WITH A NET OPENING m I CLEAR OPEN 2'-0" / 23`6 / m � = o F S SO. PT. FOR AROUND FLOORS, .7 SO. FT, FOR UPPER FLOORS, OPENINGS -3 m m m HALL NOT BE LESS THAN 24 H OR 20 W LU e I ILL NOT MORB THAN 44 D. ABOVE FLOOJ i� I _ I ONE STEP DOWN I T IS STRUCTURE HAS BEEN DESIGNED = - - - MEDIA ---- -- -- F D REVIEWED ..4 FOR ONE OF THE FOLLOWING: Q � I I I I F 180 ROOM O 11 4TERNAL WIND PRESSURE _ _______ _________ _______ 10'FLAi CEILING •�� I (Int.) K INDSORNE DEBRIS PROTECTION I 1 - f. -•, ,' I - , I`s- I I IMPACT RESISTANCE GLAZING Y --------------- (Int.) I LLI r I I � - - - - - - - - -t - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS A A TABS: REQUIRED BY FIELD INSPECTORS THAT RE MAY BE NECE SSARY SA RY IN ORDER 70 SECOND FLOOR „ 24'-0" COMPLY WITH ALL APPLICABLE CODES. 34'-4 3'•O" 5'-0 -_ - - - J450_ SQUARE FEET A.C. 18'-0' 2-0 18_ BALCONY -;350_ COVERED BALCONY - - -- TOTAL SECOND FLOOR: B18_eHEET —. 5 W A L E 2ND FLOOR LAYOUT 00 �I II II _ /i I II IY O.H. so O.H. so FRONT ELEVATION 12 b II II 11 II 11 II .v_ z � m z � m wro �ij0[Q`Q aL Z E S J H I Y �+ R? cf w s a. LU 12 II n ;I II Irl II II II u' II II �b tL <.J YJ 1"L a1 +L-- 'LL UI Z r UJ li_ v — r } a � m Q m s _1 U- U.l N 111 (k } � Q u in 0 Lj Ul LU _Q 4 0 1L Q O cn U DESIGN PRESSURES FOR OPENINGS: OVERHEAD GARAGE DOOR: 2 CAR + 29.42 -35.53 V 1 CAR + 31.00 -38.70 ,ALL OTHER OPENINGS. WITHIN 8.60 FT FROM OUTSIDE CORNERS: 35i4) 8.80 FT AWAY FROM OUTSIDE CORNER$: UNLESS OTHERWI FBC 2004, 140 MPH, 3- SECOND WIND GUST NOTED ON ELEVATIONS EXPOSURE: B IiJ.PORTANCE FACTOR: 1 BUILDING CATEGORY: II 13UILCING: Enclosed Buildings INTERNAL PRESSURE COEFFICIENT: +A 0.18 OPENING PROTECTION: IMPACT WINDOWS AND DOORS 3 12 II a II CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE. CONTRACTOR OF RECORD 4 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. O N N o � 111 J-1�-J U �tu �CQ Urn az N z 0 t� fX In LL (Y to 5CALE 3/11o11 = IIa11 51- EET 0. ♦v_ v I ; zwm _ m z CJ`�u m I I 1 Q z LU N E ;5 I Z 11-11 141-p, II 11 Fill11 N '.' II II 11 II II II II II II II II I II it I Ii I1 O II I I II I II IIII II I IIII IIII III IIII IIII I II i II II IIII II. II I 'III IIIIII II II II. II II ' II II 11 II IIII 1II1 III uI InI III II II LII IIII IIII II IIII 1 I1"1 II'II IIII II_I I I�I 1�IMae;, II II II II II II If II I I 1IIIn IIII 12 b - > ill IIII III II III IIII I II IIII - .III II II I II II II II II II II II II 1III O61 - r - - .. - w II II II II II II II II II 11 u1 .� 11FIJ. R- 5 LU .. . +� i. la U. � Ul m+ G 86..E _7 ,... .,..! jR Ell 2-0roa g4 .I I I I . II II II II II I II I II II �' O.■ I } � sa °IKTm If III II II III I7� (mtl LL � �IIJNLU t�L 6Q Q II ; - — _ 2'-0' El n y gQ = Q FF____ 7]��L�j 4 O RIGHT ELEVATION z °� � z U �r �u DEWill PRESSURES FOR OPENINGS: OVERHEAD GARAGE DOOR: 2CAR + 20.42 -35.53 z 1 CAR + 31.00 -38.70 — ALL OTHER OPENINGS WITHIN 8.60 FT FROM OUTSIDE CORNERS: + 35.26 -47.21 8.60 FT AWAY FROM OUTSIDE CORNERS: + .26 -3I� UNLESS OTHERWI FBC 2004, 140 MPH, 3-SECOND WIND GUST NOTED ON ELEVATIONS EXPOSURE: B IMPORTANCE FACTOR: I BUILDING CATEGORY: 11 ,BUILDING: Enclosed Buildings INTERNAL PRESSURE COEFFICIENT: +/- 0.18 OPENING PROTECTION: IMPACT WINDOWS AND DOORS II II II II II II II II II II II I; ,a II II II II II II II II it II II -� ♦. 0� IIIIII IIIIIII.. IIIIII IIIIII IIINIII IIIIII IIIIII II"I III IIII II II III II I"II'II In' r-fInInul"1I1 IIr'l1l 1li'll IIII III_I IIIII IIIII IIII it 11 I IIIIt-II II I IIIII II II 11 II II it I II IIIII It II 1 III it if III II 11 II rvnIIII II"II IIfI II IIII IIIIII IIIIII 1II1II ,III.III IIIII' II"II IIIIII IIIIII IIII IIIIII 1I1I' IIlI �II e II II '� II II II 11 II II II II i i II II II II II 4'-0„ II I MM 2 NTELEIIER —_. Q c� 'I II 11 II N II II II II li - U I. II II I II II II �I N " 77 El Q U cn Q z ® Em _ — — ---- — — — — — — — -- — z LEFT ELEVATION — I CO AM OR ATTACHMENTS THESE PLANE AND ALL PHOPost. ARE THE RESPONSIBILITY OF THE AM SUBJECT TO ANY COHAECTIc uFqp,°v g¢ ea a�eagviN oao CONTRACTOR OF RECORD —1 Q�_ to 0 MPLY WITN ALk APPmi�ABLE C: SCALE SHEET 3/1(0" = 11011 4 CAST-CRETE SCHEDULE OF LINTELS MARK NO, LENGTH OF LINTEL ALLOWED GRAV. LOAD APPLIED GRAV. LOAD ALLOWED UPLIFT APPLIED UPLIFT REMARKS 0 3'-6" (0113 400 354-1 t00 8Fli IB/IT 0 4'-0" 6113 4O0 30-I9 ZcxD 8FI6-15/IT Q 2'-10" (0113 300 4460 t00 8F16-15/IT 4'-6" 6113 400 2124 Zco 8FI6-115/IT 0 5'-4" 5365 54C, 2090 1 47 1 8FI6-IS,/1T I] 5'-10" 4360 4-00 2093 ZCX) 8FI6-I15/IT Q l-roll 21 1 Opp 111 200 8FI6-I5/I7' Q 9'-4" 1843 4,2z) 1133 Z00 8FI6-I8/IT C &-roll 1533 300 S14 l00 8FI6-I5/IT 10 13'-4" 3480 300 1650 /00 8F16-Ill u 12'-0" 1254 300 123 /00 8FI6-0/IT 12 6'4' REce 3120 300 1111 /00 BRP14-I13/IT 3 4'41 REOEB 5206 �00 2635 100 BRF14-IS/IT 1a 114" 1350 5"1 404 195 8RFI4-I5/IT 15 TIE BEAMS 8"* la,, q (Z) BEAM DEPTHS, SHOWN ARE MINIMUM REQUIRED. THEY CAN BE INCREASED W/O ENGINEER'S COMMENT. _ CAST-CRETE SCHEDULE OF LINTELS MARK NO. LENGTH OF LINTEL ALLOWED GRAV.LOADI APPLIED GRAV.LOADI ALLOWED UPLIFT APPLIED UPLIFT REMARKS. Uil 04— 1-_1u tooD q I)1 +,. 51 10 -1TEO ? ion t�IY-11511-1 la ® t m a BEAM DEPTHS SHOWN ARE MINIMUM REQUIRED. THEY CAN BE INCREASED W/O ENGINEER'S COMMENT. la'-o" Z \m Q ltm v q I BPSt r I� Y It; } -in0 - 3: :: r 2'-10 3'-loll IL 0 Q � ai l rc C Q II II _ II II II I2 p II �9 m m I'-0 BEARING WALL - 22'-IO.n 1 _ N _ __ _._ ' m = I-0I: ' l'-Y' n'_Ip' N 2 p" 3 _4:: I 31 �: 4 O: I I �B 1 t T 3 t 4$ t 9 -�. 2-4 �, 4 �, 3-4.-.,I.. 4 �. I 3-0 �. , B 8 gll___ -I-t 8$ Z'B" X B' AROH _ - 48 GAS g-B" " 1- _ ___ _ - - FRENCH • H 2" x O WATER STGr HV2" 'O W iER STOP LI/2" x e'O" WATER STOP - I 4'-2" 4-0" 4'-0' 4:•4: _ OJO" °° # IS,"x24"wlda 9's x5' a+-3 BH _ - /2 x B'O" WATER S70P --- Jrw 3$ 3-4" - 1 - IS,"x24'wlda Venom W/ O'FIXED 2-5 bH 136H I -I BII 10: ,_ - - _ I- treroo� - - - ' - ARCH ABOVE- - - - - -EGRESS - _ - - = EGRE557`'L - - - - - -I T - - - - - - - - - - - - rm _ ��-, , :: /}" _ 14'_811 ® 30'_IO" �8� I IiR , PBRO 'T 10 -10 • 16'-101' 4" �� I `T I�YI ® Q - 'T_ TIE BEAM MBRO 26 -On I �� Fu - 1 - i ry O � - 4'3 J CIO I V I T I ° = � W EQi I dt J L— I T e_ aP'" I IS _ I 1p' R •� ' 10 �. /I I( i ' ['i Pow Fq%'".• wan.n. P 1nN7'+' f'j II-J [e,T-At4C4"me aAexsn uil lalw.6a >kim I � m MITE TREATMENT REQUIREIr� - J Cu�c�, �- - I'. 3 Q II _� �381 10 14 p_p". plt?1u50IE 1 J— r TERMITE TREATMENT R€ -0 - I - In REQUIRED os4 fly' v 5�QI m 3 Y y $ IL20" 0aWALL ABOVE (PLtl_J wW 16x36 I-BEAMI'11��- " x ell REBA TELL coL j BY HAMBRO FLOOR SYSTEMS uj / I•5 REBAR TYP. \ Ld ♦ V Q I STORY: V u U ID ;'_ IS,"d x 16"w�p (2) 30'k30"xl6" DEEP FOOTERfi - L d ♦•5 REBAR U > w � W/ fD "5 REBARW6 O.C. EACH v FOOTING --,--- - - - - - , (./ \ �.�� WAY TTP.;' a' w/ rz) 3s s1DELrres (T �. 3' 8' pgf : I'1RCHED TRANSOM ABOVE\�� 4 iYP— _ _ , �Jl� STEM u: r ^ 1 PROv. qq _ 3 r ^ r , /PoaT .= o - - - - -� 11 O' - T ;� 1 I' (3J 30 x30 xtb DEEP FOOTERS V az Io ❑ lw 1 6 O.C. EACH �,' \\ r m I. - - --- - - - - �" /BY - 15Ro ✓ 4 I .. WAY irR °� m _ _ ro ®�t� PNDERY < - "� Q I bbbrrr !y a ,; .. o -lo a -1 ? m TAIRs • - - - - - - - - - - - t RCH 3-6.8H m s O^ 5-1" 4' 0 3 0' • 4 1/ \ \ L IL ° _2 8l 31-0II 4�_011 10' 4-O 2-O 2-1' '� 5- o ry �Pv ---- I a +b+ ® co �g / .,� -.: Is"xis" l II'-IO" N: , 14-0:, � t Il-n L II II I' -III 9\ - 42".12" // / POST TIN FOORE A 3 I coL 12'-5 II -9 0 _ x � I I ro I ❑ r1Q {r„ 24 -loll _gq ,�„ 3,-6„ l O .. .... ex.ezwa 4 L, 51-loll= TG.... _ KM.o WASH = T e�lviili" TREATM NT REQUIRED DRYER 0 6' 311 gll r An T.Y•-/-^ T.. '_roll = \ _ 24' 4 3,4: '/-!O'r4"- - _ r POOL L =v F 1 \\ a r w, g�a • ''� ill_ Z)ESIGN s 1 = B'_pll.fi ®� f 31-a° S m - II ill•611 E3l' 1.11 /'. �� RADIUS - - - - -- -- r 1 1 / W " v l7NlLLLctl UJ Q -L Q 3 m i- z � QT ILI CID Q Y N 0 J F w Q cp p-- aww m Q= zf 01 CFLL>m Q JIL (O,LL UJI --- -- ay = CID l'-4j1 4'4lo' O" g1 411 - 6' O" 5 i. r •� - --- - tta 5-4 5-O 5-4 Gp Z r 111 ,t Q 1L 'T } ctl I If _ 4'-0" �l I (2) 30"x30"xl6" DEEP FOOTERS 0 WA°E� P EACH CONCEALED FASTENERS OR ATTACHMENTS r ARE THE gESDONSIBILM OF THE CONTRACTOR OF RECORD roil �I - - - - - y \ \ \\O 4 2 STORY: Mj / 16 xi6 m L T F L �+ \ \ \ li '.5, 18"d x 24"w _ i / W/ (2) °5 REBAR w I OTHERS �, �-� -, -i W/ (3) •5 REBAR a FOOTING TYP. ' CI W OPT. ELECT. o FOOTING TYP. 6' roll 4' :1 41 OII 4'-0" 5 811 O 6' N. _ _ •. s(q� (l) F OTERS Q� 30" O xl6' DEEP / 21-10 _ ITHESE PLANS AND ALL PRO POSED 4 FIW •5 R BAR o1-011 _ _ - - _ _ _ - - - - - -- _ " - " = ARE SUREQUIRE EEY FIELD Y COR TCTIONS THAT K 213R - -, _ B' BE G WALL _ _ _ AR H - , -1 Q _ 13u roll O. .EACH U ^ zl' gll y _ _NOV - - ��- - -5 x 10 _ o iZ o 21 II �nAY BE NECESSARY IN OR ER To Y FOR GREEN ENC OSURE ,.. = = \ -4' - 4'-T° ❑ O tll n olg I Q _ 4'-4" _III II 6 0 5' 2 9'-loll ,- 2 CCMPLY 11ViYk ALL.APPLYCA 6E CODES. w WAr YP. v w 4 5 O 8 - 6 rlvec wan SEAT n u L i'� � I •30"x30"xlb"d T - - - - - - L ` \ _ p - - -0 - -1 %, W/ (3) •5 REBAR 9TL L - m p - - Y ry © / 24 F4' N1 1 241_01r FOOTING TYP. POST 6Q: O 1 JO. 2'-IO T1-gl1 v mq 12 q y REF, 4 2 story: 18"d x 24"w CONT. MONO FTC. W/3 "5 REBARS TYP I w 9 f � b , NI 4-O" 3'-6 _ 1 etoryt IB'd x I6"w CONT. MONO FTG. W/2 •5 REBARS TYP L' _ (•I~ _�� __ I 1/2"d x 8"w CBS BLOCK DEPRESSION OI li \ / 4" THICK FIBERCRETE 2500 PSI CONCRF_TE SLAB xSEE STRUCTURE DETAIL "B" l IU W' p ALL CONCRETE TO BE FII3ERMESH ❑ al IQ y w - - - - - - - WALKS AND DRIVES INCLUDED GLEAN FILL UNDER P015ENED COMPACTED SOIL _ 26ra x�a/� 1 • 6 MIL,vISQUEN a CORNER 8AR5 REQUIRE_r 30"x30"xldD gT1 W/ (3) +5 RffiAR z O CORNER TO CORNER E4'-O_1/B" _ POT L �. FOOTING TYP. O SLAB SQUARE 128'-8" x 84'-S" 7 ry 15 . m n ro 14-311 3, 4" 2'4' 3'-4" 4' I I ❑ 1❑ 1 I ° — — — I24'x1S^ 24x16" 24Ag 24'x18^ 12'-O" 22'-loll m , TEMP I� wr TRANSO lid - , Aij4, - - - - - - - - -TR *10,6 - TRANSOM - WP-106M - TRANSOM - - - - - - - - - - - - - - i - _ - _ - _ - _ �1. ! )pL-3 9H r - O +Q a+ topsl0'6 LopvlO'6 LopmlO'6 topml0'b II'-O" el. I`vi(lOJ]' L - -I- _1v - - - - - - ' - - - • • 1 12'-loll 5'-2 5'_61: 31-011 II o- 3-O" II o" 3'_0" 1, O 31 OII 21 l" I: 4'-10" 1 4'-10" 1 4'_6:: II 31 211 �\ 4PJ �b" W 31-4n 3'-2 10'-811 10'-10" I'-g" 2'-101. 12' T 4'-0" 4'-0" _ 4'-0" 35'4° __j 125.811 1ST FLOOR LAYOUT -1 R RND ___T-_ C L W/ IS,° L m9 Q BASE r p' 12" RND C'd W/ 15" sQ �BASEr m 4 O -' MINIMUM FINISHED FLOOR ELEVATION SHALL BE 1811 ABOVE CROWN OF ROAD G OR HIGHER AS MAY BENECESS kRY m Q OR HEALTH DEPT REQUIREMENTS. z �_ z 4, 4„ U- �. I I 5V m Ll� U AC- S+E T 3® SCALE: 3/1611 = 1101'7 CAST-CRETE SCHEDULE OF LINTELS MARK NO. LENGTH OF LINTEL ALLOWED GRAV. LOAD APPLIED GRAV. LOAD 9714- ALLOWED UPLIFT 4460 APPLIED UPLIFT 1g35 REMARKS BF16-15/1T ❑ 2'-10" 6113 fl 4'-O" 6113 329 3019 105. BF16-IB/IT 6113 ?Aa 2-124 J00 8FI6-IB/1T Ell �'-6" 2661 qB3 1634 44o 8FI6-1B/IT 10`-6" 1533 300 914 /00 BF1615/IT 12'-0" 1254 395 123 100 BFI6-IB/IT ❑' : ll'-4" 1366 5 (02 lee 2 Zq 8FI6-IB/IT 13'-4" 3480 1ITD 1880 387 SFI6-IB/iT C 1 6" RECES 245E 1)q0 1462 450 BRF14 iB/IT 0 TIE BEAM 8 x 16, Z'- Id, it 7957 7034 4-057 8FIG- 11,,,'11r 13. DEPTHS ONOWN ARE MINIMUM RB�UIRED. THEY - O I18'-0" CAN E INOREABED W/O ENGINEER'S COMMENT. pj BEAM - LU WV W r. — — — — — — — — — — — — — — - LL Q J -------- - - -,'I U. L I. %4'-0° 83 9 -& 4 -0" b'•10" B'-10" 4 5' 6" 10'-0 3'-O" 2'-O" I1 i y ul 212n 4r-0rr 3i_Oir 3-On 4-0rr Ir 4 -b 4 -O' 4'-O 4'-O' 3'-2" 3' $' 3'-B° 4 =0' 5'-b" 4'-O' B' 2'-10" 3'-4 4'-0 4 -10" 4'-O' 2'-10 :114V71,417771- Ilk ®-- " ®II - -6-- ---- - - - IvrW-_-_ _- 2-55W 2-0514 I-38H 2-5 SH 2.5 SH SN ]-58H - - - EGRESS EGRESS TEMP cv EGRESS. EGRE65 n MI 7" O EGRE00� EGRESS ate m 1 ❑2 O m v f II _ , -`9 Gfl ----------------._ -_. ,,, __r----.--' x 0 s o n p + an d 2'_0" n SEE HAMBRO FLOOR SYSTEM DETAIL PAGES o 1 1 ® B" x B" FILLED CELL COL SLOPE 2-1/4" ' W/ 1 05 REBAR TYF. 3.4' 4'-3'' L 0 T tlt 8 (2) 36" SIDELITES N (4112"RND - - m 7 ___ ______ HAND RAIL --_ -____ - - - - - - - - - - - - 0 r - - - - - - - COL W/ 16" d. - _ y _ 1 so BASE I, ul SLOPE 1-1/4" �. �- _� _ y ,, _ " -3 _$" q� m $ 1$" 4'-04- - :A _ _ _ _ - - , _ 18 -0' : tEMP so 2'-0 24'-0" =n a• •amine -_ N - 44LO" 11 S❑ `/ aa:^�¢eo„ e 5 - v - _ - - - LAUNDRY FIXEIJ nm ® SHOOT - ,BB I' Q L — ry 11 O T 12'- iSo GLAhB � 0 .- - 1I 10'-10 14'-0n �l 24-4' 2r-4 3' ri Oo 24'•10° 3'4' _ 0" - a m UTILfTY. _O l O q 34-4" _ _-�' ItA �' 4 q'' m Lm n r� n a 7 oO �iGr m 1 3$'-4" \ 9L PE 11/2, 12 -IO 14'-10" I QQ LLs� m _m 11�9 Ui �rS S r - 2 0 - 2 s s UP 'll V`"ll Q iv T RIB RU . ILIA, Ilj GI � m i O � ILL N Q I 4' 0" 4'-0° I II I II m �—, y Iv ---- -- s— — — -— -- - —— _ — aI _ _ 4 4' a" CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE / ONE STEP DOWN - 4 F ON RECORD CONTRACTOR OF INTERIOR GUARDRAIL AND HANDRAIL DETAIL. DETAILII 1-1/2)1-1/2" I GUARD RAIL Q I O II Q I v _ SOUTHERN PINE _ #1 GRADE K. n�. - •.q I i 1 - I T 1 - I / m I I PICKET SPACED PICKET SPACED " TO REJECT Y ,'- '--------------�- 4 11 THESEPLANS AND ALL PROPOSED WORK TO REJECT A 1 4 SPHERE 4"SPHERE 36" _ - I 42" 2-16 NAILS 'v Q _ - - - - _ - - - - 1. ARE SUBJECT TO ANY CORRECTIONS #12 3".WOOD lb" b/C INTO } I I v r - - - - - - - - - - - SCREW 12 O/C WAL4 STUDS _ � 1_ � I REQUIRED BY FIELD INSPECTORS THAT L. J COMPLY WITMAY BE HALLNECESSARY (CABLE CODES. SPACER FOR WALL MOUNT I . . - - - - - - - - - - - - - - - - - - - - - - - - - - - OD r - - - - - - - - - - - Ir- - - -� - - - - - - - - - - - - - #12,3"WOO - - T SCREWP SCREW TOP - - - - - - - D BO TTOM 3':10" � 4b 4'-O" 3'-IO" I� AND BOTTOM AN � " #1 2 3" WOOD BOTT OP SCRT @ 11 M6" O/C. GUARD RAILCONNECTED TO WOOD HANDRAIL CONNECTED TO - TRUSSES OR FRAMING WOOD STAIRS 34'-4" 24'-0" 13-0 '" Guardrail shalbe l be dest designed d with 200#rat the Pop at any Point to an direction. - gg yy Guardrail and handraifused as guardrail shall be designed with 200# horizontal load (non -concurrent with 200# load at the top) applied on 1 sq 0 area at any point In the sylem. - 2ND FLOOR SEAM AND COLUMN I LAYOUT SCALE: 3/16" = )(Oil Z � m m l7NILm W Q L m Q3 m r z O UJ T O ) 01 CUID O N Zrtp - IL �. Itil i LU O W:.._ Ip :f U. 41 D U— �gg y --9 di•� Ie gg p L Z ju L g � � V 7 eHEET 12 SEE ELEV, I TRUSS WEBBING r� SEE CONNECTOR SCHEDULE P%1N BY TRuss CO FOR CONNECTORS I `I n _ 22 10 o f ( TOP OF PLATE ) ♦ I Ip STUCCO SOFFITS� B"x8" BOND BEAM W/I "5 REBAR � I LINTEL OVER OPENING W/VENTS rob" SEE LINTEL SCHEDULE. ;i O.C. l" x 20" 2x(rj' FASCIA I I 1 b I I I1 I E— 0" RND. CBS COLD '1 H I REBAR I _. 0" ONC ELAD U __0___" 0 0 1 2500 PSI FIBERME TYP. N 4i REBAR 611 O.C. EACH WAY TYP. 05 DOWEL W/ IO" 90 DEG, HOOK TYP, 30" OVERLAP MIN, FRONT COLUMN DETAIL N,eTf 5. m z d) Q� mar z m �ijp[Q.4 V € s m m d N 1 J! IZ = SEE ELEV, aal a , I TRUSS WEBBING SEE CONNECTOR SCHEDULE ¢ a W pj BY TRUSS CO ANY-' i /FOR CONNECTORS z> Q 0w — 221-1011 Q m trri> W_m: u ..0�d m TOP OF PLATE) 1 STUCCO SOFFITS 0 K } B"xS" BOND BEAM W/1 05 REBAR II LINTEL OVER OPENING W/VENTS o 60. SEE LINTEL SCHEDULE. O.O. l" x 2, 11 Ul Q 2x6 - FASCIA I � — I, 'I 1 I 1 'r I E 12" RND, CBS COLT J M1.1 I I L!L 'I , REBAR U- I I I 1 b 1 , I I I 1 ; Lu I I ! I—• 1 121-1011 II I l TOP OF PLATE) _I b II u SEE HAMiSRO SECTION - J ;° iI SEE OPENING SCHEDULE FOR LINTEL BEAM I +I STUCCO LID TYE'. II CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE II CONTRACTOR OF RECORD 12" RND, CBS COL4%M N I I I 1 I , I I REBAR 1 - THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTIOI REQUIRED BY FIELD INSPECTORS 1 MAY BE NECESSARY IN ORDER TO r COMPLY WITH A" APPLICABLE 00 , I SEE SLAB PLAN FOR PORCH HEIGHT SLAB 4" MIN. FIBERMESH - — — a" MIN. Y „ U I. O CLEAN TERMITE TREATED SOIL ^ -� ±1 I COMPACTED 2500 PSF ' � n IIINNN ' 6MIL, VISA. VAPOR BARRIER OVER II Cn u li O O to O O 30"X3 " 'D ONC PAD 0 25 0 PSI FIBERMESH TYP. N CQ I_u Q � nn lu U� O uj +- U a5 REBAR roll O.C. EACH WAY TYP. 05 DOWEL W/ 10" SO DEG, HOOK TYP, 30" OVERLAP MIN. REAR COLUMN AZDETAIL EEE Hopy 11 /@ REAR F ORCH z5ECTION NiTi&i SCALE: 3/1(o11 c 11011 O U tu Q 1L— .5HET wi ALTERNATIVE MASONRY CONNECTORS WHERE EMBEDED STRAPS ARE MISSING DR DAMAGED, APPLY BOTH CONNECTORS AT THE SAME LOCATION. FOR UPLIFT OVER 1690# AND NOT EXCEEDING 2530# ADD ANOTHER MTSM16. PLEASE CONSULT THE ENGNEER FOR UPLIFTS OVER 2530#. PRODUCT CONNECTOR FASTENERS UPLIFT FI F2 MTMS16 7-SOdX1.5'NAILS 840 - - SIMPSON <4) Y'X2-y' TITE�1. HGAMIOKTA 4-SOS �XI-38" B50 3005 I305 SIMPSON 4-�f6X1 Yi TITEN TOTAL 1690 I005 1105 'C1Le0.ou f WI0.o)b Fc v} NoAvnep 12 30LB. FELT TIN TAGGED ENGINEERED TRUSSES 24" O.C. SEE ELEV. STRAPPED EACH END 5/8" PLYWOOD SHEATHING SEE ATTACHED SCHEDULE TRUss wESBING FOR CONNECTOR TYPE & NAILING A/ / p �/� I I INTERIOR ' 11OO f5EARINO YYALL6 BY TRUSS C 2x4 RAT RUNS R-161NS. MIN. SEE ELEVATIONS FOR WALL HEIGHTS ---�� OF PL�E T------� SCALE- N I s '. J 5/8" DRYWALL 1x2 PT FIRE STOP �2x6 R.S.C. FACIA POFTOM CHORD OF TR 6S stucco SOFFITS 1x2 WOOD DRIP EDGE 8"x8" BOND BEAM W/1 #5 EBAR , LINTEL OVER OPENING W/VENTS o 6'0' W/2x2 METAL DRIP EDGE - SEE LINTEL SCHEDULE. O.C. 7" x 20" CEILING D6L 2X RATE (1)µ5 UPPER FLOOR SPH6 W/(10) IOd X I IIV' NAILS, EACH STUD, TOP AND POrrOM A -FOIL INSULATION 4.2 R-VALUE ' 30" LAP 03�' LAP STUCCO ON CONCRETE BLOCK TYP DOWEL TX LOAD MARINE, WAU_ WITH ,'D01XCL 1/2" DRYWALL ON 1x2 PT FURRING 1 #5 DOWEL BAR W/HCOK TOP OF WALL - LAP EA. FILLED CELL STUDS RAGED LIMPER EACH TRU56 4 I/4' 30" OL. 24" O.C. -- - -- - d t ° e yi" PIA. 7" EMpFP, REDHEAD WEDGE ANGHGR '-- (1) ' ° 15OLTS WITH �'XV' WSHR WITHIN V' OF M Op letFLO( ; e ' STUDS ® 24" OG. (TYPICAL) 66NCPEM I'OOR PY: INFORCEMENT DETAIL PG6 AT 6ARA6E HN�RO STRIX.TIRAL SYSTEMS BASEBOARD-� - I/k" MELOA' Ind PP 5Ri6 1Od X 1 1W NAIL5, �TGQ I r-3 iy STLP, AND $Oil-Ofvi NOFE: EA/.H STUD, TOP 6F Prim HEARINGS TOM 3" (M IX) AT HEADERS. HEADERS TO 6E 2XIVS WITH SPACERS. 4' 2500 P,S,I, CMINJ CONC, SLAB ,7(2)exa eo D BEAM W/ 2x4 WALL TO M (7) 2xi2 W/FIBERMESH ON 6 MIL VAPOR 1 #s CONT. EACH. 2xG WAIL ro pE (3) 2XI2 BARRIER LAPPED AND TAPED 5/8" DRYWALL UD MIN. 7" ON 3/4" 25 GA, HI -HAT UPLIFT WIRED TO JOISTS O 24" CTRS LINTEL BEAM ° .. °' 'a. Q d, ° d ., :. a . ° .. ml PROVIDED, OVER OPENINGS L SEE SCHEDULE A ° 2,480# PER DI3L STUD CLEAN, COMPACTED, AND iu a .� 6" FILLED CELL W/I #5 REBAR SEE FOUNDATION PLAN TERMITE TREATED FILL a° + <' PLATE CRUSHING `- W/ 2,000 P.S.F. S❑IL BEARING, LDS 2X4 DF-L = 4,102# A -FOIL INSULATION 16 2X6 DF-L = 6,445# 4.2 R-VALUE 1/2" DRYWALL ON Ix2 PT FURRING 24" O.C. STUCCO ON CONCRETE BLOCK 1 #5 DOWEL BAR W'/HOOK 30' LAP EA. FILLED CELL 2 - 5- REBAR CONTINUOUS '- 1X2 PT FURRING ' BASEBOARD 4 THICK 2500 P I CONCRETE FlBERCRETE - 6 MILVAPOR BARRIE 1-1/2" x 8" RECESS FOR BLOCK - _ - - FINISHED FLOOR GRADE " TREATED CLEAN COMPACTED SOIL 18"w x 24"d CONT. MONO FIG W/(2) #5 CONT. a PSI SLAB TO BE THICK 2500 W/FIBERMESH ADMIX ON VAPOR BARRIER TYPICAL WALL SECTION CONCRETE I�LOGK/L INTEL U—�LOGK G0N6TF &,T_I0N CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO comet WITH A66 APPLIQA6LE CODES. APPR F;LS FOR TRUSS STRAPS/ANCHORS SIMPSON FL 4741 A34, ABU44, H H10, H10-2,' HETA20, HGT-2, HGT-3, HGT-4, US26, HUS26-2, LCB44, MTS16, SP4 FL 14231 HGA10, HGAM, SM16, HTSM20, LGT2, MTSM16, MTSM20 FL 12181 HU210-2, HU25 HU410, U24 FL 5361 MSTA18 FL 5031 MTT26B LISP CASTCRETE FL8211 HTA20 FL 158, LINTELS FL5721 RTIBT FL5781 NFM GARAGE DOOR BUCK: 2X6 P,T, WITH Y2" DI 4 I/R" EMB, REDHEAD WEDGE ANCHOR BOLTS @ 36" ❑,C„ 8" MAX RUM EACH END, ALL WINDOWS AND DOORS HAVE HE FASTENING METHOD[BEEN AS A'TEMPORARYALTERNAT TESTED TO MEET FBC STANDARDS. USE S THE PRODUCT APPROVAL DICTATES. ; fE FOLLOWING ARE USEFULL GUIDELINES: WIND❑W/D❑❑R/SLIDING GLA. DOOR BUCKS+ 1X3 BUCKSI WINDOWS USE 1X3 MIN, P.T. D❑❑RS/SGD/FRENCH DOORS SE 1X6 PT WITH 0;099X2 1/2 HARD COIL NAILS @ 12" ❑,C„ THEN CON 'ECt WIND❑W/D❑❑R/SGD/FRENCH DOOR FRAMES WITH �6" DIA, TAP NS 1 Y4" EMB. INT❑ MASONRY THROUGH BUCKS@ 18" ❑,C„ 6" FROM ACH END, OR SPACED PER PRODUCT' APPROVAL, X4 BUCKSI WINDOWS USE 2X4 MIN, P,T, DOORS/SGD/FRENCH DOORS USE 2X6 P,T, WITH 3/ ' TAPCONS 1-� EMB, INT❑ MASONRY @ 18" O.C.,3 TAPC❑NS MMIMUM EACH SE THENCONNECT WINDOW/DO❑R/SGD/FRENCH ❑ORFRAMES WITH FASTENER AND SPACINGS PER PR❑DUCT AP[ENT, UVAL D01KEL V'v"I i � FRAME , EPDXY - /(5 REAR 5" 13T (MIN-) POOPING a d e a d WHERE DOWEL IS NOT' EM D OR 15 DAMAGED, INSTALL I-#5 RE$AR INTO A /4" DIAM. 5 �/k' DEEP HOLE WITH EPDXY INTO FO hJG. — HEADER GUID ALL HEADERS. ARE DOUBLE WITH 1/2"+ PLYWOOD IN BETWEEN, UNLESS OTHERWISE SPECIFIED. OPENING I SIZE UP TO 6' 2" x 6" 6' TO 8' 21" x 8" 8' TO 10' 2" x 10" 10' TO 12' 2" x 12" 12' TO 14' 2" x 14" 2x4 .TOP PLATE w/(z) 1sd cv NEW 2X4 FRAME WALL @16" ❑,C,--`-- W/ R-11 INSULATION � (IF SPECIFIED). 1/2" X 4' X 12' DRYWALL SHEETS. JOINTS TAPED AND TEXTURED. 2"x4" P.T. PLATE SECURED WITH "SHOT &PIN" OR "GONG. NAILS" SPACED ®MAX. 18" O.C. 'TYPICAL NON-LOADCR 5GA1_E I/2" = I PRE-ENGINEERED ROOF TRUSSES �1/2' CD OR 5/8' DRYWALL CEILING BASE CONCRETE FLOOR OTHERWISE aq!; FOUNDATION &CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS" FOR STRUCTURAL CONCRETE BUILDING" ACI-307.66'- CEMENT: ASTM C-150, TYPE 1 WATER: POTABLE AGGREGATE: ASTM C-33 REINFORCING STEEL: ASTM A-615, GRADE 40 SLUMP: 5 INCHES MAX METAL ACCESSORIES: ACI-315 REINFORCING MESH: FIBERMESH OR ASTM A-185, 6X6 W1.4/W1.4 CURING COMPOUND: ASTM C-309, TYPE 1 FORMWORK: ACI 347. DESIGN AND FABRICATION OF FORMWORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TOLERANCES: FLOOR SLABS: 1/8 INCH IN 10 FOOT MAXIMUM FINISHES: FLOOR SLABS -STEEL TROWEL FINISH.ell WALKS &DRIVES -BROOM. FLOORS TO RECEIVE TILE -BROOM.LL SAW CUT CRACK CONTROL IN SLAB AT MAX SPACING 15'-0° 0/CLL AS SOON AS CURING PERMITS NOT TO EXCEED 24 HOURS FROM TIME OF CONC. POUR. 2. DESIGN IS BASED ON AN ASSUMED SOIL BRG. CAPACITY OF 2000 PSF. 3. ALL VEGETATION IS TO BE REMOVED FROM SLAB /FOUNDATION AREA NO WOOD OR VEGETATION IS TO BE BURIED WITHIN 15' OF ANY BUILDING OR PROPOSED BUILDING. FILL TO BE CLEAN MATERIAL PLACED PLACED IN LIFTS NOT TO EXCEED 6" MECHANICALLY COMPACTED. ALL CELLS, CAVITIES AND AIR GAPS SHALL BE CLEANED } OF ALL NON -PRESERVATIVE TREATED WOOD OR CELLULOSE (> MATERIAL PRIOR TO PLACEMENT OF CONCRETE. 4. SOIL TREATMENT TO EXTEND 1 FOOT BEYOND EXTERIOR m SIDEWALLS OF STRUCTURE. 6 ui w ' SOIL TREATMENT CERTIFICATE TO BE STORED IN WEATHER �d�o RESISTANT JOBSITE PLANS BOX. 5. MINIMUM COVERAGE FOR REINFORCING STEEL UNLESS NOTED SHALL BE: d j A 3„ CONCRETE DEPOSITED AGAINST GROUND. l- B� 1Y2" WALLS EXPOSED TO WEATHER OR IN CONTACT ��m4 WITH THE GRADE. soma WALLS NOT EXPOSED TO THE WEATHER. G 2 �) 1 Kz BEAMS.(OVER(OVER MAIN REINFORCING) 1 Y2" F) 3/4^ STRUCTURAL SLABS, FROM SURFACE. 'S g, ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTES. FROM BATCYTIME, UNLESS RETARDER IS ADDED TO THE MIX.. 7. ALL CONCRETE SLABS & FOOTINGS SHALL ATTAIN A MIN. STRENGTH OF 2500 P.S.I. IN 28 DAYS. 8. ALL CONCRETE BEAMS AND COLUMNS SHALL ATTAIN A MIN. STRENGTH OF 3000 P.S.I. IN 28 DAYS. 9. ALL CONSTRUCTION MUST CONFORM TO FLORIDA BUILDING CODE 2004 J 10. STRUCTURAL WOOD NOTES: A. PRIMARY WOOD FRAMING MEMBERS SHALL BE N0. 2 SOUTHERN PINE .I\ OR BETTER, SURFACED DRY, USED AT 19% MAXIMUM M.C. WITH THE FOLLOWING V STRESS RATINGS, .UNLESS NOTED OTHERWISE: � II I. FB SINGLE MEMBER 1,200 PSI t�-- IL FB REPETITIVE MEMBERS 1,400 PSI Q III: FC PERPENDICULAR TO GRAIN 565 PSI IV. E 1,600,000 11. ALL WOOD IN CONTACT .WITH MASONRY SHALL BE PRESSURE TREATED. I I j v 12. METAL STRAPS, CLIPS AND HARDWARE SHALL BE GALVANIZED. j``tL% 13. COMPACTED FILL AND SOIL TO BE COMPACTED TO MIN. 95% OF MODIFIE = W 1 L A#z6f1 FRAMING DETAIL IN MASONRY OPENING 2X6 P.T. OdXl.5" Etv1i3ED HARD COIL NAILS ®12" OL 9" PROM EACH END u ° a d" rNAIL6 OOD W/ SD a 6" OL. FIELD & e @ 6" OG. IOD NAILS EA(,tt END d .dLD MULLION ATTA611MENT DETAIL n 1X2 OR IX4 ALUMINUM NILULION V/ p WEIR' N W v n #12 F.H. SM.S. STAGGERED ON OPPOSITE SIDES, 4 PER ANGLE. 2X2XVp' �,N1.MINLM ANGLE i ' 4 �," PIA. "7APGGN5 W/ I I/I" .° a d >jFD, 2 PER ANGLE Note: ALWAYS PGLLOW e PRGDUGT APPROVAL. a .d a' de INSTALLATION INSTRUIGTIGN5 CONCRETE OR FILLED MASONRY.: , b ' 21"TALLARCHED GLASS TRANSOM 0 0 �I y / o / G 7-7 6 oll O 00 l0 L010 k ti ti 0 0 (2) 30" 30" GLASS FRENCH DOORS 10,-0" 30" GLASS SIDELITE 30" GLASS SIDELITE FRENCH DOORS FOR 2 WALLS IN FAMILY ROOM 60" FRENCH DOORS AND (2) 30" SIDELITES WITH 21" TALL ARCHED TANSOM GLASS WINDOW ABOVE N 0 0 0 0 Q -611 40 0 o to =00 (2) 30" 30" GLASS FRENCH DOORS 10-0" .30" GLASS SIDELITE FRENCH DOORS FOR 2 WALLS IN GAME ROOM 60" FRENCH DOORS AND (2) 30" SIDELITES PRIVACY WALL - DETAIL LIGHTS AND (2) 3/4" 35'x3.: STEEL CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD AND ALL pS0p0SED THESE PLANS ARE SUB EC7 TO ANY CORRECTION ORK REQUIREDBY FIELD INSPECTORS THAT MAY Be NECESSARY IN ORDER TO COMPLY WITH A66 A"I-1+0A66fi DDDES. UPLIFT 6000# 1. SADDLE BE 118 I TRUSS" 2• A36 1/4" TYP. (2)1/2" DIA. 6" RED HEAD W.A.B. 1/4" 0 0 STEEL POST DETAIL? 25" MIN. LAP. 48" - "5 DOwEL EMBED 5--3/4" IN 3/4" HOLE W/ EPDXY 9" E 1-BEAM BY HAME3R0 SECTION "A-,4" Qa 9 e. 45 N.T.S. TO I C W oW Q �aZC) F � J j re m LL r03: 00(D0 a- 5 rc zw� m l') _ u- m �lQs(p U p3mm � z Q) )zN Epp J F dingy OO � U�3 M1q LLI � a 41 _zr Ulm "_V> LL W N LLI m > Q 7LLUmip"I VI d C�V 0 3: Q Z N l }-- U w -[ A U ct) Q z Q U- 4 rACzE TIE BEAM DETAIL I'AGE 5 N.T.S. TIE BEAM OVER GARAGE 8" x 24" W/ (6) 01 REBAR 5HEE I D2 S. moot- AR6H FRAMING DETAIL IN MASONRY OPENING 2X6 P.T. oini.5" EMCfD HARD COIL NAILS 0 IV' O.G. V" FROM VAM Ew e < p a a e <.. W, PLYWOOD W/ SD 4 NAILS ®6" OL. FIELD & ED6E5 r A ..a a 2Y4 ELK @ 6" OL. II CAST CRETE li LINTEL BEAMS r ' i .I I 12" ROUND CBS II ELK COL. ,I I (2) "5 REBAR COL, I 1 SEE SLAB PLAN CAST-CRETE SCHEDULE OF LINTELS MARK NO. LENGTH OF LINTEL ALLOWED GRAV. LOAD APPLIED GRAV. LOAD ALLOWED UPLIFT APPLIED UPLIFT REMARKS - ❑ 3 -6" 6113 400 3541 100 8FI6-IB/IT ❑: 4'-0° 6113 400 3019 2oJ 8FI6-IB/1T 0 2"-10" 6113 3pp 4460 140 8FI6-I5/IT 4'-6" 6113 40o 2124 Zp0 SFI6-18/IT 0 5'4' 53(05 54G 2090 1 147 1 8FI6-IB/IT 0 5'-10" 4360 40 2093 Z<X) 8FI6-I5/IT 1'-611 2661 4o0 1634 200 8F16-6/IT 1643 +�n 1133 2a0 8FI6-IB/IT 1533 300 914 100 8FI6-16/1T (=1 13'-4" 3480 300 1880 ,/00 8FI6-I15/IT u 12' 0" 1254 300 123 /00 ' 8FI6-16/IT a 6'4' RECass 3120 300 1651 1100 8RFI4-IB/IT ❑B 4'-411 RiScaeN 5206 2-co 2635 1 /ram 8RFI4-15/IT la 111411 Z50 5gty 404 19.5 8RFI4-IB/IT ® TIE BEAMS 8"Y la, w/ (Z) 41 5's - I �+ 4- 7 - - -- L T 1 r J I r ' r II ' r 1 I I I i I�16 1 ; ° GOVE=RE 111 — PATIO II' FLAT CEILING I' II r I r ' r 11 , r ' II I r I I FOR PORCH HEIGHT SLAB 4" MIN. ; -�— 4" MIN. v BEAM DEPTHS SHOWN ARE MINIMUM REPUIRED. THE'T I I 16 UO CAN BE INCREASED W/O ENGINEER'S COMMENT. I i � iI ' o , 30" SQ. x 'ji"d CONC. PAD FTG. �I I L � F- J 111/05 REBAR 6 6" O.C. EA. WAY TYP. I I 12" ROUND C156 BILK COL DETAIL AT ENTRY PORCH N.T.S. —. I — I I I ALUMINUM STRUn REQUIRE SEPARATE ENGINEERINQ SCREEN WALL RIGHT ..b" 14'-6" 12'4' SCREEN WALL REAR 'T - Q r 'v 7 n _ Y SCREEN WALL LEFT i q � I L }�L J III CAST-CRETE CHEDULE OF LINTELS MARK NO. LENGTH OF LINTEL ALLOWED GZ10AD Af G FLIED v� AD ALLOWED APPLIED IFUFT REMARKS 6 �L 51�PLIFT L-io0 'IL1-I3 I.1{ ❑ iEg 21 I� BEAM DEPTHS SHOWN ARE MINIMUM REQUIF D. THEY I CAN BE INCREASED W/O ENGINEER'S COMP INT. 16 - I � II y I I N Ix' RND W/ 16" SQ BASE GOWMNS WITH ARCH I FOR SCREEN ENCLOSURE —_ _— I fV FOOTERS 30,n 0"XIS" DEEP I I b REBAR (I II 6" O.C. EACH I WAY T'rP, I FOR SCREEN ENCLOSURE L J I / I' I CONCEALED FASTENERS OR ATTAC ARE THE RESPONSIBILITY OF 16 CONTRACTOR OF RECORC 0 - II I II I II °sl .l_ -- -- ---- L rl -- 1--- ------- L- -- 26' I" SCREEN WALL L► Y0_UT ,ALUMINUM REQUIRESFPARAEPBRSNOR $A ENGMIEEK% THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTION REQUIRED BY FIELD INSPECTORS TI MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE COC 6CALE: 3/14 11111111110 fr zwm,.. r NUS, w 4 s " 01tL E _j lya+ V � � n r ✓e >0 n � :z Ul � =� U- a -4 co m Q�1,� J ULL ) -r 3 3: cn L X co cl u a N a > 6i Q i LL ill Q nQ ll- O U— u U � (u� `y o U �/ LU z —i !^A_ V/ ILu O O 3 I lIMEN1, HE W Q O T U, LU F— U 73 � Q Q U ct) Q z 4l-1 VORK IAT L11 ES. ��wryry� V/ 0HEET �II c 11 ^II (-,J D 3 yD 0 in 4 61 12' i 15'8' I L�V-' �I■1�1Oi■I\ vI'w+e� ISETBACK II WD 24' 6/12II ABV TO U U U W fA to Pi L9 O] pJ i5 P] ' z 10'10' 14' 3 34'4' 118' — - 64'4' 6ts4 U� N 4a�� p n n .n n n n n n n n n n n n n n n n n n �mU u u � tins v A18 IIIIII A17 w n A � A2 w m Il in¢iI Al 6/12I F _ At At 82carn Lkf A6 A7 AB A9 A10 (2 LY) N79'48,� 6/12 IV IN i Li 0 0 :R D1 0000 DI a! a � n1 tL 0 • W DI " U FL T CL @ D' Da 1 sGi4 aP 26' tJ V U U U U U I UCTURAL NOTES — TRUSSES ' 1. Roof! nailing patternsi �t 8diny�lAr nalls 6' oc field 8 Rrl50n4,nalls 4' oc edges Vh 2, Structural Lumbers �i Y Minimum grade lumbers 2x12 #2 HF, 4x4 #2 SYP, all others #2 SYP or STUD SPF. Plywood sheathing to be APA rated CDX Structural, _ �a U All lumber In contact with concrete to be pressure treated. L <Z Wood framed bearing walls first stud at concrete Is to be PT and attached with 9(6 tapcons, 1 )�' embed @ 12' oc except as shown. p 3, Exterior ceilings to have high rib lathe and lib' stucco, fastened to trusses with 11 ga, nails with 1 3/4' embed and 36 heads, nalled 6'oc, OR 16 go, staples with 36' ',,,legs 6' oc, ALT cellin i g V gypsum soffit board with blocked seams, fastened w/ 10d nails, or #6 x 1 i¢' screws, 7' oc fletel and 4' oc edges, - LU ~ tl 4. Temporary bracing per HIB-91. Use .the TPI & WTCA publication 'Building � Component Safety Information' for handling and bracing of trusses. Plywood sheathing must be applied as the roof or floor trusses are Installed, LL I 5, Fabrication Shop Drawings of the Roof and/or Floor trusses must be �—� authorized by the Contractor. W 6, Alt drawings are prellminary until they are approved by the governing LLI Z permitting authority, Z S 00 C)� p a0 7, Contractor responsible for Layout of work, all dimensions, elevations, Z J Li I S1P5 pitch,and the wall and telling heights, prior to ordering any materials or work. W 2 L.L. P '/S 8, Connection of Valley Trusses )1Pfw15�- TO Perpendicular Trusses, use Simpson MTS16 (14) lOd x 1 Ye' nails, (TYP) @ T> 48' cc to existing or to 2x4 blocking, �I r 1 (h TO Parallel Trusses, use 2 x 4 blocking @ 48' oc between existing trusses. s V < (Simpson MTS16 to be at each end) tS+ MANUFACTURERS, SIMP = Simpson Strong -Tie Co., Inc, o� W N Provide Moisture Barrier for Alt Wood Trusses at Concrete, 44=z 1 0 ^ TRUSS CONNECTION NOTES: ULL¢_}�� 1) Allowable loads of anchors have been increased 33—Y3% for wind or Z) 0C ro W seismic loads f th � t7 � ai � ►_�� IL ♦ �- � h ��ir��//ice i �I�/I�iI/.1��I�iIL��I�IiI� I MPIA7 �"I NO- . • 'Milli JIG'�!1►��T��i!"i��l► �I►�AIIk ,W9i�7i�'aoaII►i/�i' I%iI/;% I%II/.I'//I%i//.I% Iii�I 6'8' 18'2 �1•• 36 �✓ ••• Mom. �J10- L_ - -- ►�,� ■I , %///////�. III icjl iCE OF GIRDER �•F A� ,/ ► . i ' %I� �I �i% %I%I��A!07W, i••:t%r ! %�ii:'•:�•�•:li:�•!4 �•li�l J I FJE�p, .1lam ® �•� Q u N N m a m N a a a a n m m o - �, = 2 = 2 2 S WN W W W W W W W W W W W w w w 14'10'i- N 15'8' — 24' c^ y 4 J S B J3 R J3 L J3 EJ Q� CJi THESE PLANS AND ALL PROPOSED WORT ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 6 % MAY BE NECESSARY IN ORDER TO M S A -0 COMPLY WITH ALL APPLICASLB gODS4• "1 CJ3 SIG v CJ1 CJI H„S�—� IDI HANGERi - Q Y 6/1 C HIUS26 3 w D HGUS26-2 J 5UL26 49'-74' 4'6' 6'7. K SUR26 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY Of THE CONTRACTOR OF RECORD CJ1 I , no ur er increase shall be permltted. uy � � > 2) bauble Anchors are installed on opposite i x m ¢ pp sides of wood member, . 0 Q 0) centered in masonry bond beam. U_•I,M� 3) Minimum nail penetration shall be 1 Y" for 10d nails. a x 4491 Y� J3 ^ 4) Grout or concrete compressive strength shall be 2500 psi or A b greater at 28 days. 5 5) 10d x 1-Y2 nails are 9 gauge (.148" diameter) by 1-Y7' long. 6) Lateral Loads are based on minimum (12) fasteners with strap iJ2 l� wrapped over the top of the truss. �F EJGSA l Lim N = EJG5 HJ2 H = J3 6 (u %o CJ1 = v> o p I m ROOF TRUSS CONNECTION CHART W a2(n p Q Lateral Loads Considered: O0 v7 a. Oea(gnagon Connedar/SVap Loplg1 FP HGAM10KT, (4) SDS 1/4 X 1 1/2 Aw RAFTER & (4) 1/4 X 3' TO PLATES 850 940 (WOOD TOWOOD) HGAMIOKT, (4) SDS 1/4 X 1 1/2 A RAFTER & (4) SDS 1/4 X 1 1/2 TO CMU (ALTt 1/4 X 1 3/4' TITEN TO 650 1005 CONCRETE) OHETA16 - (12) 10d X.1-1/2' 1805 730 (U HID - (16) SOD X 1-1/2' To Cw RAFTERS AND PLATES (EA) 1810 900 (W ❑D TO WOOD) HID - (8) IOD X 1-1/2' TO RAFTERS Dw AND PLATES (EA). 780 505 (WOOD TO WOOD) ODBL HETA - (14) 16D 2500 1305 L T2 - (14) 16 SSINK, TO STUDS Fw (16) 16D.SINK, TO GIRDER (WOOD 2050 170. TO WOOD) F LGT2 -(7) 1/4x2 1/4 TITEN , (16) 16D SINK, TO GIRDER 2150 170 Lfff3 -- (12) 16D SINK, TO STUDS Gw (12) SDS I/4x2 1/2 TO GIRDER 3685 410 (W ❑D TO WOOD) G LGT3 - (4) 3/8 X 5 , (12) SDS 1/4x2 1/2 GIRDER 3650 410 R - (2) 1/2' X 5 TITEN HD, (18) OFG H SDS 1/4 X 3, W/ HGAMIOKT (4) SDS 1/4 XX 1 1/2 & (4) 1/4X 2 3/4 5000 1005 TIT N PHD6 - 7/8' ANCHOR (18) SDS 1/4 J X 3 W/ HGAMIOKT (4) SDS 1/4 XX 5480 1005 —L-IL2 & (4) 1/4 X 2 3/4 TITEN GTR - (4) 1/2' X 5 TITEN HD, O( K (36) SDS 1/4. X 3, HGAMIOKT(4) SDS 1/4x1 1/2 & (4)) 1/4x23/43/4 9400 1005 TITFN H -2 (2) 3/4' ANCHORS [or ATR L w/ 12' EMBED] W/ HGAM10KT.(4) SDS 1/4 XX 1 1/2 & (4) 1/4 X 2 10980 1005 /4 TITEN ■ ALL CONNECTORS ARE.SIMPSON, Unless Otherwise Noted `a F2LOADS ARE THE MAX LATERAL LOADS. SHOWN ON TRUSS ENGINEERING DRAWINGS, OR N 428# IF NOT SHOWN ON ENGINEERING, THE TRUSS ENGINEERING DRWGS ARE PREPARED BY A PROF, ENGINEER OTHER .THAN THE ENGINEER OF RECORD. THEIR ACCURACY IS NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD OF THESE PLANS. wwTHE FORMULA TO DETERMINE THE STRAPS RESISTANCE IS PER PALM BEACH COUNTY, LE�TTER DATED 1/3/2005, R. HOLT. I N III m I O HTLkv4 - Ili to x i'/Z, GRAY. M. TITEN 730L14 3045 O Hz,5-r (5)24l (S)8d 5 N Typical End Design Criteria I 12 Main Wind Force Resisting Wind Load Type = ASCE 7-02, per FBC 200 Building Type' = Enclosed Occupancy Category= TYPE II (Resit Exposure Category = B A, Ht > 70', B, Urban, Ci Open Terrain w/ Scattere Obstructions, D: Coastal GRAVITY WIND / N 2 -0 RESISTANCE TC LL 20 PSF TC DL 15 PSF TC DL 5.0 P; FLOOR BC LL 05 ,PSF TC LL "40 PSF BC DL 10 PSF TOTAL 8.0 P° TC DL 60 PSF TOTAL 50 PSF BC LL 00 PSF BC DL 05 PSF Stress Increase 1.25 TOTAL ion lA0 PSF DurationDuration= 1.25 WIND @ 140 MPI ' DEFLECTION 360/240 Q 0 LLU LLI L� O ��z O eHEET z P m _:m 13 1 LLLL m S c3 Q�'� t V N -Z to E to \4 U 62 � 0YERHE,4D BY UTILITY COMPANY SO AMP PANEL 1201240 VOLT M CB, 3" CONDUIT ALL COPPER WIRING WA3) 400 AMP C/U 150 AMP PANEL R0240 YOLT M,CB, ALL COPPER WIRING 400 AMP PANEL "A ' PANEL "B" 400 AMP AUTO 100 AMP METER TRANS. SO A ffl �ry PANEL SWITCH MAIN 400 AMP I T 311 RIGID STEEL (3) MI/O Cal W/ib GROUND IN 2" CONDUIT. (5) 0110 CN W/06 GROUN D 7T IN 2" CONDUIT. 40 DAMP GENERATOR (N)01C GROUND -I (3 2" CONDNO UIT,IT, u 04 BARE COPPER WIRE TO X Z 5/8" GALV, ROD + COLD WATER PIPE C.W j� AND FOUNDATION REBAR (3)3 CN fM GROUND IN 1-12" COND. I TO S/8 DUI, 20` I 04 BARE COPPER WIRE TO 5/8" GALV. ROD ♦ COLD WATER PIPE CALF, - AND FOUNDATION REBAR TO 5/0 DIA. 20' ELECTRICAL RI5ER [DIAeFAM I BF;DROQcm 3 iQQ , L zz¢¢FLAT CLG. I ,B l i D I yl U xwr _ la W¢ -� TRAN61RER SWITCH . -- _ - 2'a, X B' 1_ARCH vE,w,o Q . BEARING WALL m 15 ' \ METER _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ raneomwidnys # 11 eo ^x24"wider'- - 8'Yk5'O" MXBD 2-S 8H 2 13 b 1 FI/P" x B'O" WATER STOP I-IR" x B'O" WATER STOP` tppp0'�0�.{7.01' transom W/ ARCH ABOVE EGRESS - EGRESS TEMP / \ i 4O« WI to •10' ua«w, uw« uA. \ I I 1 \ I I I - I I IAPRI NIL�J / _ xw6X PR°°r ELECT \I V \xnu wi lau w, * PANELS. I. u , xnxu u - _ BEDROOM 2 \ 4 B G" ,It C�ARACs w> bn JJ r I ) m -T -! - - 1 \ \ I L ._ I R U , 1 DINING I I. 1 d > I I T FLAT CEILING S �p I_� u' FGaT CEILING I BATi Fi $ Ya mE _g I. COFFER PROM II' uaw. wl I 4••I Dxnw xA C 8 q Gj {12AG4 DOORGARAG€ DOOR 1 1 3 I-�-V \ i' ❑ I `L / ! T PREJllIRE 8'O 90 A I 1 m E 11' BO BSA COFFERED OILING I \ I I 1 /I ! / - PRE -WIRE PRE -LIRE PRE4WIRE -. - - - J U 1 ! X a \ $ I — -I O VY GAR: DOOR OPENER G-I%R,00OR OPENER ,µ L E .pOR PRaor VAPOR IWOF " R - - -A - - - - } - - 1 _ _ xACCESS AR. DOOR OPE ,,HH,, EVER / N LLY.G NER VL GAR. DOOR OP 3 a wcu xm unx uar 1 \ I I 1 \ / I 22' 96 m �� I. _� " /-wauw.`waN xAT L_J0mlll \ 1 of «al uA, \ I �. R�F. / \ / / / L ' / '. I' . S ! i gp 2a lyl �,� , - \\ KITCHEN 1\ ' I °o�D� - CLOSET- i I I � T I' COFFER CEILING - _ _ _ _ - _ .. _ _ _ ❑ �.. u � a i J &'0 X a' W/ (2) 36" SIDELITES NOOK \ \ e O _ _ _ _ARCH - _ _ _ _ _. O 2'8" X B' / g \ 20" ARCHED TRANSOM ABOVt/�� _ - - I; LSJ 1 r 11' COFFER / / I r� «a« wr xax «Ar xn« w. _ s®rs wax xe. - _- - \. all, mL a // �.- - \. \ \ \1 2x24' GLASS DOORS ph". (�' ! p \ ! 2� . X - _ _ i' 1 v,PO.R P PX` _ VAR FROG ua«uAROr °F VAPOR rRo°r PANTRY / B B I v R. wi �_ _ _--- I _. _. �� B m I NDER CEILING LINE _ Fn Pnre Pe _ _ - _ _ _ � �, .ARCH 34 !H _.-;� \ I $lri r ' uF 12" RIND v 42"%T2" GSO BASE \ + treroom P / / \ �q, q. a a...l. \r ELECTRICAL LEGsEND [i] ! P AUNDRT " U .. < ..:. V104..�`�top" 34uaT HIGH HATS HOOT a E 4ybL AREA TABS: �y SPLIT RECEPTACLE -- BOVE _ I. ua I- vEN, LO DRFER WASH DOME LIGHT FiR�T FLOOR ¢ ELEC LOAD CAL.0 4 PANELI NA11 CIRCUIT NO, DESCIPTION CRC B WIRE WATTS REMAR SCIR . NO, 7 DESCIPTI CIRCU T S WIRE WATTS REMARKS 1-5 GENERAL L 15 14 1500 2 REFRIGERA OR 20 12 1500 l-9 BEDROOM "2 1 15 14 1500 4 FREEZER 1. 20 12 1500 Il BEDROOM "3 1 15 14 1500 6 13ATH GFI'S 1 12 100 3- MEDIA ROOM I 15 14 1500 8 GAR: OPEN R 2 12 12 800 1-1-IS OVEN TOWER 2 50 to 5000 10 GAR. OPEN R 2 80 21-23 APPLIANCES 1 20 12 3000 12 R. OPEN R 25-21 DRYER 2 30 10 5000 14 R.OPE R 2 12 15-1-1 COND. UNIT 2 50 S ----- NON CURRE 16-IS FAMILY ROC M 1 15 14 1500 - A.H.U. 2 60 6 00 10 K,UU, STRI 20-22 100 AMP DI 23 DISHWASHER 1 20 12 1500 24-26 COND. UNIT 2 50 8 -- NON NON CURRENT 28-30 q"H.U, 2 60 6 (1,500 1.5 K,W, STRIP 25 BATH GFI'S 1 20 12 1500 32-36 A SP RES 21-35 SPARES TOTAL LOAD 25,000 TOTAL LOAD 16,900 FIRST 1.5 K.W, • 1009, 1,500 REMAINDER ® 40% 13,160 AC 15 K.W, er IOOX 15,000 TOTAL. 36,260 --240 V R AMPS 150 ELEC LOAD CALC 4 PANEL liBil CIRCU NO, T DESCIPTION C RC 5 WIRE WATTS REMAR SGN CUIT DESCI TION CRC T B WIRE U)ATTS REMARKS O TRIP POLE TRIP 1-5 GENERAL I 15 14 2000 2-4 GENERAL 1 15 14 2000 1-9 MASTER BEDRO M I 15 14 _1500 6 PURMP I 20 12 2000 II KITCHEN GFPS i 20 12 1500 $ MASTER9 UITE 1 20 12 150C 13 BATH GFI'S 1 20 12 1500 10-12 GAMER OM 1 I5 14 1500 15-11 LIVING ROOM I 15 14 1500 14-fro COND, UNIT 2 50 8 ----- -- NON CURRENT 19-21 GEN DISC. 2 50 6 8000 18-20 A,H,U, 2 60 6' (10,000) 10 K,W. STRIP 22 BATH GFI'S 1 20 12 1500 15-11 COND. UNIT 2 50 S -- -- NON CURRE 24-34 SPARES 16-18 A,H,U. 2 60 6 110,000 10 K.w. srRl 20-34 SPARES TOTAL LOAD = 16,000 FIRST 10 K,W, �o 100 10,000 REMAINDER 0 40% 5,800 TOTAL 35,800 AC 20 K.W. A IOOga 20,000 240 V -14S AMPS TOTAL LOAD = 5,500 ' - LIGHT - $ SINGLE POLE SWITCH _ MAIN A/G �(OT�VERST 3-WAY 1 /, EARiNG \ 12" RND _4284+._ u 4V IIO V. RECEPTACLE l OCTAGON DOME I / / I I ' _ _ I- !\ \ OOL W/ 18" I BASE I 1 THREE WAY SWITCH 1 I r o I ��$1 WV 220 V. RECEPTACLES LIVING ! l ° ,/ill.. SECOND FLOOR ( I \ \ 1 OPEN ABOVE I n W i 88`\I Z I \ �\ R FROw AlwnFu])AAAI, LL 1 m 2450_ SQUARE FEET A,C, �.L VJ1 GROUND FAULT INTERUPT 2Y10 COFFERED \ II '1 m po_ Wp WATERPROOF CEILING d. U 1 $I I r 3iV4Y CHANDELIER _ < m \ \ _ \ \ \ P lJ7 12" RND cc} 1 / /� �+ p A6_ Q,C, SQUARE FEET CEILING FAN \ / } 1 a _ ' \ ` 1 ' - - 7 _ . \ BASE _613 TOTAL SQUARE FEET ® DINING ROOM LIGHT v _BASS_ PRE-UIIRE GAR. DOOR OPENER RECEPTACLE GARAGE DOOR \ \ roRE RMTgiCR _--�� I — _ —}` y..J I i I JI \ EXHAUST FAN MN VOR PROOF VAPOR I I I \ I`jiYl \ - ` - 1 I OPT. ELECT. FIREPLACE \ \ / /�'+ \ 1 I ( OFRCE 1\ `./ J L -I— v \D'. O \ I OFFER CEILl" FRO" m CHANDELIER e' BEARING AFOR IRO, 1 _ ❑ uax w. lF O LL U � w 73 O ^^Q V/ W z V V/ 5 X 10 I \/ I o_ / I I��j� _ _ VAPOR @� O _ PROOF HIGH HA (/��■ Wv,�rge rR6OF B O\ � /O eEla:rOln k LL = — -L i � T T lu mx Ra O nx x.r \ III / VAPOR'. \ r. (� ubx I\A1 \ FLO FLOUREfiGENT LIGHT __ N V 9 1 1 wpx xAr r aw wr O Pwot'mx,Ra SEAT N _ b x B' DBL / U I,'Ir - _ ly .P ry 1 HIGH HAT N 4Ai O O 24 X24' TELEPHONE LOCATE IN FIELD VANITY 60. C 1. Q 0� -1- - - - - - --ww-'I- I CL0897' 04� / l J �-j \ I -'n� REF•I ROREDDRES 2/ H p \ Q. TELEVISION LOCATE IN FIELD •" O 1/FNFY/- / 4' X 8' DBL / /./ \ - - 1 ELECTRICAL PANEL 4 I= «ax A pl J wax w, r�axa UI I= wax p ' cu iu,°` 1� °F E m O wo4� O x l li - (p eroee x U xl I.� �' p ,�_ U METER z ,�a -U.W � I I \ x 4 I PB PUSH BUTTON SWITCH O .. L M1 • / l I 4' X B DBL 4' x B DBL @ \ \ -4F' r ! I' I / r \ I / STL POST fall X a `- = B Rro "a sfu y--' L----, - L_ _ _ Q m p= l 1= I I l \ \ 124 X24,. I MOTION DETECTOR EXTERIOR MOTION ,.(� oa 1 O /. K 1 I L - - - - - - - - _ -ww wf - rNaw w. O xlw�w7*,. - xnH w, I $ wo« ^o..c - - - - �'�i s0. C / w/swlicH DETECTOR V i 0 z m m I au w, K I 1 __\ 6 pr'nc r I m IL % i _ _ 31 10 - - J - - J I -� 220 DISCONNECT 17 4" COFFERED a - - T - II' FLAT CEILING If FLAT CEILING Iw' 6 8.x CEILING - G p1O'�r� - - - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _._ ] �TEM O 3 x6' EXT OR \ - / 4 "3 0 O 4 0 VANITY BAR LIGHT _— - —i- L xO AM PAua ,,µµ 24"xB" 24"KIB" ( suo ' VY�' MOTION DETECTOR TRANSOM TRANBoM W/SWITCH bpal0'6 t P-10'6 24"s18" TRAN80M TRANSOM WP-10'b t PR10'6 Ob V WALL MOUNT LIGHT MOTION DETECTOR W/SWITCH ARC FAULT PROTECT ROOM CIRCUITS® o PENDANT LIGHTBED eroeE O °E 7c ALL BED' CEPTACLES ARE REQUIRED Pt✓ I (G( 2�Og _ la I, TO 8E A aCiEO (2005) NEC I I CONCEALED LED FASTENERS ATTA CHMENT' MENT' THE RESPONSIBILITY OF THE ONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SCALE: 3/1(o" = 11011 SHEET E1 I I I POWDER II ROOM ®— I __�---_—______ © xp b58H P"O1RHSH 2-5 j S O - EGRESS SZ .W MP - EGRESS E Q EGRESS E % TEMP- _ EGRE58 Q EG SRESS I EGRE58 k EGRE65 EGRE58 ° ,, BEDROOM 4 BEDROOM 5 m MOx WI NpN NCI - rn IlwpxT�N.T'r nx wr I w°/-xw71T / xl°x wr IO' FLAT CEILING xIT'I / Xmu wr - _ - _ - _ _ ` _'-_ _ _ _ _ _ _. _ WFLAT CEILING � ®�� _ - I?-TJ% J BATHRT �� BEDROOM, 6 \, I to I /L\ CEILING CLOSET CLOSET /I \ \ 1 CLOSET / \, X GAME ROOMI / Xuu W \\ wax I IT i IO' COFFERED CEILING 1 ' i �n' \ I\ 6 ' X I 1 vryCRE r _ L 4 6. I 6 \ L — — — — — — — — — z'e' X e' �' BATH f]J 36. SIDELITES / \ \ 1LInX )�w��r u�ro[X�w}II+ omc*pa XIn{Xw{T � ` 0 X e® '.I ® - _ - - - - _ HAND RAIL /' C�O6T - - 43 SH D" RND� '3 S _ y COL W/ I6. < LL NAN i / ry - _ _________._______ u7; �n^. JOOW I �j I Az 1,y011 1 // / / `UTILITY LAUNDRY I I I 8 FIXE ® ip° wd / SHOOT GLASS- / ® / E — ] I / / r g n 4 FlnF wr X ITT \ I ------------ z ' I \ ALLW Y � \ BALCONY 10' FLAT _ I \ 10' FLAT CLG. UjQ) U¢ I / \ I / 14 w�T r� xla�u '&�r x I i I - Y-� \ aax wr I / - I � V BE 3 STEPS \ \ 111 \.� /� � /i \ :i\/A 6• a I 4'0"F di -Ass DBIL \ ® OPEN BELOW \ / \ 16'10" COFFERED CEILING ^ ^v I $ v SEE TRUSS PLAN FOR DETAIL 0 / pertc+oR _ $. NqJ 4Xr Y U PW19 I CEILING / II II - _ - - _ - \ - — — — — — — - �ONCm FLOOR �\ _ I'lp�i� \ BONE STEP DOWN I MEDIA. - - - I - - ROOM \\\ \\\ II __.______ _ `-�. 10'FLATGEILiN6 \ \\ / \ T - ------ ---------- I III II II - II — � \\� II — — — — — — — — — — — — — — — - -` — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — - , 21t J( VTR LAv LUG 2„ KIT, SINK �, 2 n .VTR l ` 1-I/2° 1-1/21' 3H 2 VTR 211 KIT. SINK I 211 lllc VTR ¢n LAV. TUB 2 11 URINAL SINK VT SHWR / 1I 2 211 11 11 i 211 ��. WASH VTR I ' LAY. 1�411 11 TUB 2 2 WAY CO �21' 1 LUC 411 4" TO SEPTIC SEWER LAV, 211 I l TUB VTR / ` f /2N �R II 2 WAY CO SHUIR I 2 11 II / VTR LAV. L,n 211 VTR U1C I 211 VT LAV, 211 VTR I4'I _ LAV" 111-1/2" J \ 11 TUB �3 211 LAY, e2311 211 11 211 1 VTR \\ LAV. �II 211 2111 I/6 211 II VTR LAV, TUB I 211 /I TUB 211 � u lllC 311 LAV. 411 11 2�1.-. 2° TUB II11 FLO ?LOOK 11 � II We It ELECTRICAL LEGEND �1 SPLIT RECEPTACLE i Y DOME LIGHT 3 SINGLE POLE BUTCH 110 V. RECEPTACLE THREE WAY SWITCH =, V. RECEPTACLE & GROUND FAULT INTERUPT UP WATERPROOF I ) CEILING FAN DINING ROOM LIGHT ,µ PRII IRE RECEPTACLE GARAGE DOOR UY GAR. DOOR OPENER EXHAUST FAN Rix VJPOR PROOF CHANDELIER ��VIIAPOR PROOF HIGH HAT FLO9;;��j9 P FLOURESCENT LIGHT u Rx w+ ® HIGH HAT PtlE Q TELEPHONE LOCATE IN FIELD ry TELEVISION LOCATE IN FIELD L� ELECTRICAL PANEL U METER PIS PUSH BUTTON BUTCH MOTION DETECTOR EXTERIOR MOTION W/WTCH DETECTOR 17-1-1 210 DISCONNECT 0 0 0 0 Q VANITY BAR LIGHT CSJ WALL MOUNT LIGHT oR O UNDER CABINET LIGHT ^^^�� ARC FAULT PROTECT BEDROOM CIRCUITS h1 Pew Ncc., sops A3 � scall z� iz (am O 'p al Q O IL L41 U � z z Q O U 11a (Y. U v/ N L lu TL N o� Lu Lu Q Z CV CONCEALED FASTENERS OR Al IACHMENTS 0 ARE THE RESPONSIBILITY OF THE ' U CONTRACTOR OF RECORD Q V N Q ALL BEDROOM RECEPTACLES ARE'?COUIREC TO BE AFCI PROTECTLI) (2005) NEC THESE PLANS AND ALL PROPOSED WORK O (X ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY r ` - IN ORDER TO COMPLY WITH ALL lJ Z APPLICABLE CODES. i��Ul„I81NC-c i�ISEfiz N,T,S. -M J SHEET SCALE: 311(o11 = 1'011 E2 • 22 STEPS: RISE l" AND RUN 10" PER STEP FLOOR - JOIST 2 LANDING DEL 2'x&'S" GLASS k PANTRY p UNSTAIRS DER 125.S" ----` N. 12'_4n DETAILS _— 5. BUILDER : 10' 8' 12'-O,r 15..-8 ,,-8„ T+-0„ 1O8 8 •� ;+.. � r. ;. ROUE,N STAIR SCHEMATIC - II O ROOF . 110 FLOOR 2_b z_p r BEDRO M 3 I m IV X4 XXj FLAT CLG. q + _p - -- - - - Fp,�. .. , t r-vRN a2Tj � n ' C - �� iX GLASS- r�' � R AAA b' x e` I{ AI(f2, `P � »� � � Kt1-CHEN zoNE •lf�4XZN 710 : • ^I --..._... :3 0 O�, �I 1AtH 12 I - m 12'_O' Qlx i.�.J`iAND IN RlY_ v 2I''10 • II'-O' � b • r• • • • • r. • • • �1 Q i ' `, � 1 22-10 - r p' ,/.. 18' X H' . ` _ _ EARING WALL 22-10' 48" GAS 1 • 1 GOB - - - FRENCH _ I S '� l n - IB'%2a wld• --- �I _f�- 180". WATER STOP - "3 r ,r _ # _ iS x24 rind _ 2-2-5 10- r _-- eneon. bares _ 87"xF'O FIXED 5 BH �. 9N 6H p � J-A-. I-Vx'x IB O" WATER 51ap - I I _ . - • $ if I W/ ARGN ABOYL EGRESS -TEMP ' 10 -10' r {' - • EGRESS 1 , I ' / R .. � I _. /! f__-_, --.L_. 12 12- �X 4�i•7 I,�� ,zl -;p'� 1 i I � I O _ IA$ X I _ _ % —�---I-Ii----�.iiely%m1I- A:D I� F_- 1 h h-1 I I m I , 2� i a °alL -' I I I • / (. a �$I I Iap f- },,� L I I �I = 1 I I I B TH m C �J _ > _ mI I FAMILY 1IL1' I Iy II l I UINI • _ CBI [ I ROOM ) r 4 T I ERa p ^I I _. 4 l0 Y W Y I Q Z I COFFER OM If I - • iB 0" a 90" GAR POOR I : ISO" x.%'0' GARAGE DOOR _)_ L` COVERED- °WI I I I I I I - p I - - %: I II BOX BrA71 COFFERED CEILINf, I %I I • O ' - - _ i. q P4TIO xs — -—— -- -1` l� I I I c q ;' c - r — I I L BE RO M _ - RACxE _ ` m q 4 1 II' FLATCEILING I I ".:_ ' a ♦ _ ( i 41 FLA CEILMC T tY _.. I t� ♦ I I RE �' • _n, 1 _.I FLAT CEILING 4 , 1 I _- I '++'' ♦.� L _lRlc �xl'.- _. J t2X8Xq IjX1AKll" •.. -"'e 0' r I Il �- I 17+ I DECO. + ' SEE STRUCTURE . L1�-0 EN I L- COL " COL 1'.0" + O ET . ,i DETAIL 'A' 11' COFFER CEILING. _ _ _ _ -_ - _ _ '0 i 7] x32 As.rt'00 x' IEI (21 36" 8015LITES. • ARCH 2.8. X B' - - - j'_e, .� r,RCHED TRANSOM ABOYE 0 (O y \ o 4 � I I" � - $ � b' �t hl � IxIi12.f 40'-0' rr -- — r m 2x2 e B DOORS g a I a 5 r G= PANTRY 9,p M � y I I 1 r W I OCK %I YY CEI LINE • I le^ •B' .... 22_IO' / `0 I 10 =10' : - N DER •" L . C e.eu Poe. Za/X;aF , 1 1 i'li---------, 14'-O _- uk At S. vo ♦ v j - / .- _. - ui�-'R _ �.. _ l_-1 --,:. p f% d FER G. i- 11'-0° ARCH 3-S ' FI I Irx 196 i� _— CFnO ♦� / 14 Vi��'1' / / -4_ �i / �-- �. - - - — 7.0. w/ 24 ^OWDER 12"RND 11,.In + „ " r �\ • • ♦� /.. , �, GCL w/ IS". - - ----- I1_9 I II•I .. �_., :- J- 144'-p" S, UNDRi fRo•n dov -- - --- II.9+ lR• 3 �v ( ^'9 I = � MFL�iilEie� �� • • • • • EQ 23°o••r F Snt - ter+ I 3-�a m o AREA TABS: _ :T STAIRS GA -- r 34r 4n "': vi"i o Y _ T - _ ar , RY wasH r 3 • ' `4 L. -- -- - -- BUILDER 9y FIRST FLOOR / 0 24'_4„ 5 m)�_. _4284_ MAIN A/C /�I I - --..-,. POOL @" RND p L �_ _�_ _ _-_ .__ `� 10'_4n E RIN COL W/ is' I j _gl5_ GARAGE _ -� / \ ,..•.. r .,_ (,.� Y �� 4 gI SO BABE L\ a COVE _1S_ FRONT ENTRY LIVING L51r N mpIosE—344 COVERED PAT10 opt j4,t 01 ENTR OPEN ABOVE f[un n _rTOTAL FIRST FLOOR:_5621 12'10"COFFERED CEILING YECG- _ _ I q 384' - -- _ IIFLAT 1 I p 14-to aEILa�__- P I— --1 i i SECOND FLOOR m I1 l I I I 12-5 RADIUS 12'-10" 3.10" 1 u" RND cC _2450_ SQUARE FEET A F3 Y 1 1 1 / _� m -- - --- -- T -- IIr-01' `� ^ w/ 1B so , . C. BASE _18_ BALCONY I_ j� ( N RX o BEARING — _,s _��_L B LL 50_ COVERED BALCONY TOTAL SECOND FLOORt2878_ - OTHERS m I - i IL r I z' OPT. ELECT. / 1 n 6134_ A.C. SQUARE FEET z�x OFFI k ' FIREPLACE _ I� � � _ _8499_ TOTAL SQUARE FEET - ' _ g 8" BEARING WALL AR N - ( COFFER CEI 1 F --I 8 I t I 2141 q q I .. s x lo' `II m \ / I� (�(�—��\J� �4 - :9 - _ - _ _ 11 - - d / 9, IOrr 21 10'-lfI NI$ ew 5 q BAT b s' x B -- _ i /: - II •p". -0 4 — ` I sEAT o I S _ y I br B;+---- `e �� 12'-0" 9 - -- r�•. _ -.�— VANI7TJ.-- 2'-10 l'-9 Yk. m0 - - - - - - ICXl•XT. _ , - :- - - 9- - i -L / 1 CL00E7 `t r /_-__ _ N� F MIRRORED DR HER' j _ AREA A'}��J - - - - - - 4' X B' DEL '" 4 d�X�tl xID j _ ^�_� -__ 2".NIGH ALL % A TI T m z • z5 fit) ii fn mUrt z�� 0 '� z AN IL {L � 0 � 3 a X�Qm 2 O IL Q ItInqQ u U``j T u Z •_ ). I IIJ Q�31J f qE 1 ' o. tJ cn q z ASTER e. - BEE Si UCNRe __ M14STER.. I OI I 9i t 1. 41 1. I I DET i J.IB'GGFFERED F lirlG �(+ , M -� lot. _w I I IQ ix r5 m - q. ev ry i q n • 00 I I ,x "I'I I• ^ I l I I Y m ' i Y � I , �. x• aI m S+ Y d iv S � \ i- - — J _:�L _ m T) - 'y 'xH D6 , S t � r IPO' I - - 1^ - rr .OQ r z �1 lo'-Ba-la'^ - 1 ttt{{{ B COFFER CEILING I W b (l 0 1q,o, I I I I / iT - worc +,I _ m y " I Bx•tx•t ;r m I`rJITTIN'S'_` - -'- - / ,r �' x�il4i , °'B'xB' I w ��7.-`T - to"xz4 o0�4 o I' 41-K IN j U1ALK IN' BA �t 1 y - - - - - - - - �-_ I 6„ so. C 6I I ;_I aA. ys \ ♦ _ _ s / 31 IO. 24"xIB - 74:x1 " _ : I CLOSET • I m CLOSET I O �. - b prl ae II TILL O _. rexr ..-- J I I • •� 8,t,... 1Y - 13'4" GOFFFem: • I TRANSOM TRANSOM TRANSOM TRANSOM J I 11' PLAT CEI�'ING: �, / I " CEILING - iop•b'b lop•IO'b •b'b t "•106 ` - ' - -':- - z- _ J _ _ = II FLAT CEILING _ �'� 3' b' ex OR I �Tiii+ _ VeiI , I 13,-3• J — 12'-1011 1� % • �R.. 12 _p , 1 1\ IIO�.� c�,' f 22 -10 6-10" 4+-4+ Ci -- 2, „ - 10..g _ ._ �O'_IO' _— n 11 -2" A'•O" 4.O' 4 -0" l+O �• ¢A,(. 35'-2" •• 4 f • • • • •.. • • •. . ° +r ++ _ I :fif-i �d-�-rn' 20 0" v stn- =E1 - -- - — ---- -SCALE t IST 1=1 or l;P I .A,Yoi rr I 6 — �o' -- ----- - -- I 1 94 O —� r,:— JO' — J 2e'_O' I I r 9-6" 4'-O' 6 5141- II I. •. V XyX .. EGRE9s 1-9 9H m 13 5H J 5 sH 2-5 sN r I EGRES5 a io z-�-6XfXy '-J 13 6 , II _ F°OWDER -p I J BE OOM 0 4 B, r I I I -CAME I lv IO'FLAT MUTTMUTTlog A X ry —, aa; ROOM c I �, T a sx ro Ic 10' COFFERrn CEILING 1 CLO T �u OOM d +7 I { w I B xex!7 3 LOSE - ---- CLOE 14'-O ; ., .. (�'-0" K — Id KLAi CEILING �- {% IoX6X✓ exyx'( loXbXG i C VERED / / _ s yu x / W II 1C.ONI L------ - / yoj�, e.%5, k- —,- / �— --- _ -- 10' FLAT CEILING lL 56" SIDELRE9 ' 7`+ (` I 18 ! x �•/' - ----- 1I ! 0 / .+�... • ,.4 fly 424' MINI + ` — - - -' --------- .I - - — 1p \\ ,' HAND .RAIL _ /. 12, RND 10 r y { f'•d �. U tQ CAL W/l6 •\_ ______ r Al A2x o o LAUND ', e KIxEb �9 1 1 m GLASS-WP`® i 2TT �— 's:_ N ,' 10'.10.1 14'-O^ 3, S r , -I n. A aU. - I --- - 24,•iOn 9'-b'� �p 24'-4' -- zl 9'-8' S-c r OPEN BgLbW �— _ 140 I,-2 22'10" COFFERED CEILING \ r 18;' X \SEE TRUSS PLAN FOR DETAIL. \ Ir 0 30 4 \ _ q I I Y r H .^. a 1— . — - — _ — ._. .A• 7-5 sH 24, SH / EGRESS EGRESS{ sL ,.! 4/ ty f I f BEDROOM ro I III _ - I'.FLA7CEILING I 'I I v IIII gd19Xy f.4 X Q .K 9 2--0" 4 I jL I a 31_8I, 1O'.4' L' I J BATH a, , I \ , IS,_O, IE'1P. 21_0.1 24'-0 IZof 12-1,1D Pat o • To C fir' PeN a cp �7 7 O' - m 10 F` z VaE �ir+ t�ncs dery E c�,) aGw� zi4175 Tot I .BALCONY ' - + w-- I0'KLA7 CLG. , AT CL W i r -r-Il�r d r I s Kn c I / m u' eo / -- I _ ,_ _,_ /-_.ARCHEFY�BPENIHb--rf \ pp GLASSto / 89$X7 IAXIxX • I I `� it v 5EE Dd-N To L Jvf,16 / - - 14 - 1 y / / I I / 1V, FRoom /./ Wl�Dlp ,ZAiJE p IB '/ Br.S ,T'O AI ONE BTE OWN',p I DIA , , OM ---------- -------- -- ------- --- / F-f • I — i F T CFII ING " -in I -`_-_' ------ ----- ✓ gX8 X7 / I � ' 47 P • ---- _-- Eli-- <-, - -- / - II 94'-O" 2}}-- FLOOR� t A1'O LAYOUT N _ m ry m r-v Y N (� T T J1 r — ,I I I II II II II III I C ---- -- I I' I I II I I 0 1 II II II �I �1 _— — _— r i _ J II I AREA TABS: SECOND FLOOR J450_ SQUARE FEET A.C. e-o 2-0 _IS- BALCONY j50_ COVERED BALCONY - TOTAL SECOND FLOORe-2818- 6GALE z �u —gym A� �� v z 'Zo of m J p ES U) �N(L U � � 8� U UL U _Q1 r:3 tjj�/ IJL r 1 V 7 ® N 1 O N O U � Q Q f. pp1z u_i� to if Q_ 5HEET m 0 E v N CM M E m x a Cn r- CD to 3 a Z C a d 0 U O 0 N 4N' 5� J SPECIFICATIONS CONCRETE POUR LAS ESPECIFICACIDNS L CEMENTO VIERTE_ 1. HAMBRO®DRAWINGS should always be used in conjuntion AMBRO with approved Architectural, Structural and Mechanical plans. 18. If core drilling, maximum hole diameter i 5 inches. Make sure HAMBROs Joists ® are not drilled. Minimum center to cente of drilled holes is Z-0. of sTE� El HAMBRO DIBUJOS siempre deben ser usado en union con Only one strand of tensile mesh may be t per hole. Arquitectural aprobado, los planes Estructurales y Mecanicos. E N E RAL NOTES Si taladr¢r de centro, el diametro maximo de yoes 127mm. Cerciore el HAMBRO0 cab iosG?� 9 no es taladrado. El centro minima centmr del taladi rialtos son 609.6mm Solo un hilo de walla 2. 3 in. nominal concrete slab, fc=3000 psi. at 28 days, u/n. de tension puede ser cortado por I )yo. Total design load = 105 psf. LAS NO T A S G ENEMA LES y �2 76.2 mm trozo concreto nominal, f c=20.7 MPa. en 28 dias, a menos •, • que noto de otro modo. La cargo total del diseno = 513 kg/mP. INSTALLATION ASSOCIATE 3. Welded wire mesh 6 x 6 x W2.9 x W2.9 fy = 60 ksi (min.), u/n. INSTALAC"ION Laps to follow ACI 318 provisions. At bearing, mesh cover 5 MAX UM 127mm (MA,"MO) shall extend a minimum of 4", u/n. 9. Installation shall be in accordance with the Manufacturer's El alambre de soldadura engmna 152 x 152 x MW18.7 x MW18.7 fy = 420 MPa (minimo), recommendations and with the "INSTALLATION / ERECTION MANUAL j `' i %, " j14 a menos que noto de otro modo. Los regazo segui ACI, 318 provisions. for the HAMBRO®D500 COMPOSITE FLOOR SYSTEM". In•eallauon X-' --t-- - --}-- - -x- En cojiente, a cubierta de malla extendera un minimo de 101.6mm, Manual l 2'-0 MINIMUM a menos que noto de otro modo. La instalacion sere de acuerdo con las recomendaciones del 609.E (MINIMO) fabricante y con el "MANUAL DE INSTALAC'ION / ERECCION" para 4" MINIMUM 4" MINIMUM el HAMBRO® D500 SISTEMA COMPUESTO DE PISO". 101.6mm MINIMO 101.6mm MINIMO 19. DO NOT DROP BUCKET LOADS OF CONCRETE FROM EXCESSIVE HEIGHTS AND IN WELDED WIRE MESH WELDED WIRE MESH 10. All top chord - sections must face the SAME DIRECTION for proper CONCENTRATED AREAS ON THE JOI SYSTEM NO DEJE CAER LAS CARGAS DE CU 0 DE ALTURAS EXCESIVAS - installation of plywood forms. Y EN AREAS CONCENTRADAS ENE SISTEMA DE CABIO. ® Todo acorde primero - las sections deben encarar la MISMA DIRECCION RA / para la instalacion apropiada de formats de contrachapado. 20. DO NOT FINISH CONCRETE IN EXCE OF THE DESIGN SLAB THICKNESS u/n. During } construction, the non -composite capacity f the joist is 254 PLF, u/n. 11. Avoid, if possible (for ease of removal), inserting two "ROLLBARS" NO TERMINE CEMENTO EN EL EXCESO DEL ESPS DE TROZO DE DISENO a menos que ?-noto de otro modo Durante s'. -- in the same slot. la construction, la capacidad no compuesta del bio es 378 kg/m, a merws que noto de otro modo. INSTALLER: HAMBRO JOIST HAMBRO JOIST Evtite, sti es posible para eomodidad de la elimtinaetion, metiendo dos ALL JOISTS SHALL BE ERECTED IN SUCH A MANNER "ROLLBARS" en la misma ranura. 21. As needed, clean over pour at lower level after each pour. SO THAT THEY ARE VERTICAL, LEVEL AND PLUMB Cuando neeesitado, limpia sobre vierte en n eles mas bajos despues que cads vierte. AND AT PROPER ELEVATIONS. ANY SHIMMING THAT 4. Standard joist shoe to be 4" D x 1-3/4" H x 1/4" T x 4-3/4" (Min.) W, u/n. 12. DO NOT WELD any joists (if required at bearing), without first having MAYBE REQUIRED SHALL BE DONE WITH METAL. El zapato uni forme de cabio ser 101.6mm Pro funda. x 44.45mm Alta x �OF HAMBRONTER inserted a "ROLLBAR" at each end of every joist in unit to ensure NOTE: 6.35mm Grueso x 121mm (Min.) Ancho, a menos que noto de otro modo.- JOIST proper spacing. OTHER TRADES INSTALLATION SHALL BE IN ACCORDANCE WITH THE HAGA NO SOLDAR CUALOUIER CABIOS, sti requerido en cojinete, sin metio MANUFACTURER'S RECOMMENDATIONS AND WITH THE primero un "ROLLBAR" en coda fin de coda cabio en la unvdad asegurar TRO DE COMERCIOS INSTALLATION MANUAL FOR THE HAMBRO D500 I ® el espaciamento apropiado. COMPOSITE FLOOR SYSTEM" AND I OR SHEET HD5-1 OF M 5 22. DO NOT OVERLOAD (i.e. loads from bloc s, drywall, lumber, sand, etc.) THE FIELD USE SET OF PLANS. 13. In areas where the slab is thickened, "ROLLBAR" spacing should be reduced. joist system or slab at any phase of constr ction. CUSTOMER 101.6mm, En areas donde enlosan es espesado, el espaciarniento de NO SOBRECARGUE (el ej mplo: las cargas de bl ues, drywall, la madera, la arena, etc.), STEMWINDER HOMES INC. "ROLLBAR" debe ser reduido (creciente el numero de "ROLLBARS" en esa area). sistema de cabtio o trozo en ningu fase de la construccion. ARCHITECT- 14. BUNDLES OF FORMS AND MESH should not be placed on the joist system, 23. DO NOT ALTER, drill, powder actuate fas n (except as noted on the HAMBRO splans), CORAL KEY DESIGN, INC. 5. Bearing elevation to be finished floor elevation less thickness but rather on the supporting walls or beams. burn or cut any HAMBROe Structural Com nent as this will reduce it's designed capacity. ENGINEER of slab and less 1/4" T for joist shoe. LOS LIOS DE FORMAS Y MALLA no deben ser colocado en el sistema de cabio, ro algo en las aredes o � a os NO ALTERS. el taladro, el polio ¢cciona abrocha, a quemadura o coma cu¢lguier HAMBRO H. JOHN GRIFFIN II P.E. La elevation de cojtinete ser el restar terminado de la elevation de piso pe 9 p y secundarios. el Componente Estructural como esto re ucvra su capaeidad disenada. el espesor de trozo y restart 6.35mm espesor para el zapato de cabio. TOP OF SLAB 15. Construction joints shall be made parallel to, and no closer than WELDED WIRE MESH 6" to top chord. 24. If shoring is used, place shores at the first anel point of the bottom chord. I Las coyunturas de la construction no seran hecho la patrax ela a. y Si shoring es wado, las costal del lugar en p ntos de entrepano del acorde del Tondo }-- _ - mas cerca que 152.4mm al acorde primero. 1 �` .:: N °• -x-� �z �x-x-x�-x xr-x�_ x x-r.-.x�_x__Xx POST SHORING NOT REQUIRED o 1524mm - _ - - _ V FOR STANDARD BARING CONDITION (SEE ITEM #24 FOR NONSTANDARD BEARING) + I `�-� w _%- = x O '-�- \ / z W (FLOOR MONOLITHIC BEARING) NG) ° SOPORT F' NO REOUIRIO PARR w Y q i 7 CONDICIONES UNIFORME DE COJINETE N �\ v l (VE ARTICULO #24 PARA EL COJINETF NO ESTANDAR)A Al Y I - �/ ----� = o (NONSTANDARD, 1,00-1 HAMBRO JOIST SEE ITEM #5 FOR \ HAMBRO JOIST j L STANDARD BEARING) CO- HAMBRO JOIST w TROZO 4- COJINETE ----- O ---- - - - a BEARIN13 F `NATION 16. NO CONSTRUCTION LOADS shall be placed on the joist system until a r 3; of NO ESTANDAR �- ' j� 11 c' w ELEVACI :0E COJINETE 4 consecutive joists have been laterally braced with sill required "ROLLBA.: "` VE ARTICULO #5 PARA SHORIN IS FOR �� HAMBRo JOIS1 -- ---- AT BOTH TOP AND BOTTOM CHORDS, AND WITH ALL FORMS IN OL ACE. EL COJINETE DNIFORME) MONOu IC POURS `.� � ITI� 6. Provide solid bearing as specified, without voids, under joist shoes. ONLY PANEL POINT (TYP.) , 11 NIGUNA CARGAS DE CONSTRUCCION ser¢n colocado en el sistema de cabio halts SHORING SOPO;r2TE PUNTO DE ENTREPANO (TIPICO) c LZ 1 Proporcione eojtinnete solido como especificado, sin vacios, bajr� zapatos de cabio. que un minimo de 4 cabio consecutivo ha silo mforzado latemburde con todo "ROLLBARS" requerido (LATERALLY BRACED} A W1 EN AMB05 PRIMERO Y LOS ACORDES DEL FONDO Y CON TODAS LAS FORMAS EN EL !;UGAR+R (LATERALMENTE REFORZADO) �1 as (n 7. Joist to have ceiling extensions, u/n and 1 shop coat standard (rust inhibitor) primer. � W Cabio debere terser las extensions de techo a menos que noto de otro modo, 17. If mesh has been cut to allow for an opening, reinforce these areas with an .�c itional 1-- y 1 (uno) capa de la tienda del estandar (gris, inhibitor de oxidation) mas principal. layer of mesh. lap 1' 0" all around opening and tie to bottom of mesh. FIRE RATINGS IZI Si malls ha silo cortado toner en cuenta Una a rtura, rofueree esteLs areas con Ursa e¢q�a aduTonal DESP DA LAS CALIFICACIONES FBI rgI 8. Rollbar Angle (RA), are unpainted, non-structural installation a z de walla. El mgazo 304,8mm por todas panes la apertura y corbata al Tondo de malla. F■I� / y J II OPENING 25. Refer to the latest UNDERWRITERS LAE DRATORIES, INC. FIRE RESISTANCEy� i accessories once the concrete slab reaches specified strength. MESH - 1.4. APERTURA 1�1 If LA MALLA J DIRECTORY. For drywall ceilings use LIE TING NO. G524 ` El Angulo de Rollbar (RA), esta no pintado, y un accesorios no estructurales 304. smm 304.8mm 1. W Z {ytif de la instalacion una vez el trozo concreto alcanza la fuerza especi ficada.-------------- 0- ° Re fiera a los ultimos UNDERWRITERS LA RATORIES, INC. FIRE RESISTANCEZ „tea- T. ^ %- x; xx-x_ �� W --- ---- %�- DIRECTORY Para techos de drywall usa LISTAR NO. G524'� Q ` Please contact a HAMBROO Representative if you require additional information. a �� 0 H; W p v a z _J ,,ll _J Anise POT favor un HAMBRO® ReFesentante sti usted requiere tin foTmacion adicional. � 0 311T MIMIMUM BEARING ON MASONRY, WOOD, OR METAL STUDS 21/2' MIMIMUM BEARING ON STANDARD STEEL X Cc�1 = A 0- CO CONCEALED FASTS RS OR ATTACHMENTS I a w / ARE THE RESP ISIBILITY OF THE . _ ...:.. - - ®- - CONTRACT ` RECOr° NOTE; G RT1FtcATIUI� DEC 11 EXTEND pNLY T� , ET DRY MATERI L pESiGNE®� AND F� NISHED BY - AI A 0 SEC 0 �A. TESL II CE(T., 71 OF AUTH. I 0000934Q N NEVER! �� _..._ � MAR 4 3 2007 � - LO - �� - UNCA T Mai HAMBRO ,till s�) `�/ _µ Structural Systems m �./ '[ / / ` i� `$ p h n C.l �t L� A Division of Canam Steel Corp. 33441 F 45O Ok THESE PLANS AND ALL PROPOSED W �Ii E H�IabOrO Blvd D i �rd B98Ch,FL_ ARE SUBJECT TO ANY CORRECTIONS I Mim) 954-57K= s 800-546-M s (FAX) 04-57F30i1, REQUIRED BY FIELD INSPECTORS TH MAY BE N109SBARY IN ORDER. TO - I� lJneik HembroerpeHembrO.wa •Web Sits wwwJiembrows @S) WITH A44 APPLICABLE 00 j� ....:;.. � � _ ' `„" .: DRAWN BY: DATB CfECA� BY, DATEx FAM 8/8/06 PR 12/01/06 \ car�PL DRAWNG H6143 HNO-1 kFEL1 --- `' (SREATER THAN Pa 1 IAMEiRO TO CHORD r 3 c0��4l. STANDARD SHOE DEEPER ANGE MAXIMUM WEE3 OPENING (HAMSRO D500 JOISTS) d P D S R all i 11 11 4 11 / lIx3lI C/ foil IS" 6" 51, IIx41I YC611x 0 0 0 0 0 0 0 12" 19" 1-I/2" 5" " YWx H „ 14" 21" all / 11 11 1oil 24" 11011 K/ ill 1oIIx411 11[[// "R" 18" 24" 11" 8" to"x6" 20" 24" 12" 12 22" 24" 12" 1 9" 1 12"xFi" 24" 24" 13" 10" 1 12"xb" L CONCRETE COLUMN BY OT4ER5 CONCRETE COLUMN BY OTHERS CONCRETE COLUMN BY OTHERS LEGEND STRUCTURAL STEEL TWAT IS SUPPLIED BY CANAM STEEL SEE SHEET "H51-0" FOR STANDARD SECTIONS AND DETAILS 09 DENOTES STEEL COLUMN (PIECE MARK) SEE SWEETS 11H81-0" d "H04' FOR SECTIONS AND DETAILS STEEL COLUMN INSTALLATION: ALL STEEL COLUMNS SUPPLIED BY HAMBRO STRUCTURAL SYSTEMS, REQUIRE LATERAL BRACING DURING THE GONSTRUGTION PHASE: OF THIE PROJECT. Wr= ; DENOTES EMBED (PIECE M,4RK) SEE SWEET "HEI-0" FOR STANDARD SECTIONS AND DETAILS NOTE: ALL STRUCTURAL STEEL NOT SHOWN ON HAMBRO PLAN, OR NOT MARKED WITH A PIECE MARK (5HOL.UN ABOVE), IS SUPPLIED BY OTHERS, BEARINCT WALLS OR HEADERS (DESIGNED E SUPPLIED BY OTHERS) OnINDICATES LOAD BEARING 8" MASONRY WALL OR CONG. BEAM INDICATES LOAD BEARING 4" OR 6" WALL OR H COLUMN 31'-3" a.- 0.1 8„ s 0 N ALL REQUIRED COLUMNS OR EMBEDS NOT SHO.IJN, OR WITHIOUT A PIECE MARK, ARE DESIGNED AND SUPPLIED BY OTHERS STEEL COLUMN INSTALLATION - ALL STEEL COLUMNS SUPPLIED BY HAMBRO STRUCTURAL SYSTEMS, REQUIRE LATERAL BRACING DURING THE CONSTRUCTION PHASE OF THE PROJECT. CONCRETE COLUMN BY OTHERS CONCRETE COLUMN BY OTHERS 24'-4" CONCEALED FAvTENERS OR A'TACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE RNS ANDALL gROPOSED WORK ARE SUB. ECI; T� ANN' r U!IKECTIONS R�nli yFr V i� INIPECTORS THAT NA+' IliE Nf CP r 1 ORDER TO C'jMFLY 4"v'I T i s AL:. APPLI:'ASLE CODES. v N v • ww I'1MM REV. I DATE DESCR qM I 3 INSTALLER: ALL JOISTS SHALL BE ERECTED IN SUCH A MANNER SO THAT THEY ARE VERTICAL, LEVEL AND PLUMB AND AT PROPER ELEVATIONS. ANY SHIMMING THAT MAY BE REQUIRED SHALL BE DONE WITH METAL. NOTE: INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE "INSTALLATION MANUAL FOR THE HAMBRO D500 COMPOSITE FLOOR SYSTEM" AND / OR SHEET HD5-1 OF THE FIELD USE SET OF PLANS. CUSTOMER: STEMWINDER HOMES INC. ARCHITECT - CORAL KEY DESIGN, INC. ENGINEER: H. JOHN GRIFFIN II P.E. ` N r ill 14- W1 l Q J 1 al � 0:41 �� o m atll �1 w 1� , 06 I!�Il will O z • ,�,, o z z �J z 1!'1� H J H J 0 W 0- a NOTE. �EATfFf A 1 Ad X1 ENDS ONLY -10 ,TEAIAL pES,CJ�aP� FURNWO-HED By DFC •, �=#,F",P� a �i•� L HAMBRO Tf IjI'l Structural Systems A Division of Canam Steel Corp. 450 E. Hillsboro Blvd • DeerroW Beach, FL 33441 Mmo) 954-571-309D s 80D-546 9M s (FA)O 954-57t-3= Emab HemtxoengeHembrowe • Web Stg www.Hettrowe DRAWN BY- FAM DATE: 1 8/8/06 CHE D EM 1 PR DATE 12/01/06 H6143 'lDmwmlHA-1 RE•VIBIONI'. i 0 E z U) Q a M 2 a N 0 a 3 N Q) c m x 0 U m 0 U J LOW ROOF AREA BY OTHERS I I 0 4'-V4" 4'_V4" 11/4'-1V4" 2'_IV4" v2112�_53�4° 2-_I5�8.. LEGEND 8° 33.81 HAMBRO JOISTS AND MATERIAL NOTE: HAMBRO JOISTS ARE NOT DESIGNED TO SUPPORT ROOF LOADS (UNLESS NOTED) W DENOTES TACiGED END OF JOIST (PIECE MARK) RA DENOTES FIELD ATTACHED ROLLBAR ANGLE: (AKA. MH OR FH) DS DENOTES SHOP WELDED (TO JOIST) DEEP SHOE HiE DENOTES SHOP WELDED (TO JOIST) HANGER PLATE STRUCTURAL STEEL THAT IS SUPPLIED BY CANAM STEEL Me SECOND FLOOR FRAMING PLAN TOP OF SLAB ELEV. `+12' -10 JOIST BEARINGS ELEV. +12 -63% UN. NTD. 3" NOMINAL CONCRETE SLAB THICKNESS DENOTES TAGGED END OF BEAM (PIECE; MARK) SEE SHEET "IBI-0" FOR STANDARD SECTIONS AND DETAILS BEARING LIIALLS OR HEADERS ( ESI X x x N s D GNED t SUPPLIED BY OTHERS) INDICATES LOAD BEARING 8" MASONRY WALL OR CONC. BEAM INDICATES LOAD BEARING 4" OR b WALL OR HEADER DENOTES EMBED (PIECE MARK) INDICATE& LOWERED BEARING MASONRY WALL - ELEv.(.12'- /4) SEE SHEET "HEI-0" FOR STANDARD SECTIONS AND DETAILS NOTE: ALL STRUCTURAL STEEL NOT SWOWN ON HAMBRO PLAN, OR NOT MARKED LUITH A PIECE MARK (SHOWN ABOVE:), INDICATES LOWERED BEARING MASONRY WALL - ELEv. (42s) IS SUPPLIED BY OTHERS. II 4'-IV4" I 4'_V4" � �' aw 0 E z U) Q a M 2 a N 0 a 3 N Q) c m x 0 U m 0 U J LOW ROOF AREA BY OTHERS I I 0 4'-V4" 4'_V4" 11/4'-1V4" 2'_IV4" v2112�_53�4° 2-_I5�8.. LEGEND 8° 33.81 HAMBRO JOISTS AND MATERIAL NOTE: HAMBRO JOISTS ARE NOT DESIGNED TO SUPPORT ROOF LOADS (UNLESS NOTED) W DENOTES TACiGED END OF JOIST (PIECE MARK) RA DENOTES FIELD ATTACHED ROLLBAR ANGLE: (AKA. MH OR FH) DS DENOTES SHOP WELDED (TO JOIST) DEEP SHOE HiE DENOTES SHOP WELDED (TO JOIST) HANGER PLATE STRUCTURAL STEEL THAT IS SUPPLIED BY CANAM STEEL Me SECOND FLOOR FRAMING PLAN TOP OF SLAB ELEV. `+12' -10 JOIST BEARINGS ELEV. +12 -63% UN. NTD. 3" NOMINAL CONCRETE SLAB THICKNESS DENOTES TAGGED END OF BEAM (PIECE; MARK) SEE SHEET "IBI-0" FOR STANDARD SECTIONS AND DETAILS BEARING LIIALLS OR HEADERS ( ESI X x x N s D GNED t SUPPLIED BY OTHERS) INDICATES LOAD BEARING 8" MASONRY WALL OR CONC. BEAM INDICATES LOAD BEARING 4" OR b WALL OR HEADER DENOTES EMBED (PIECE MARK) INDICATE& LOWERED BEARING MASONRY WALL - ELEv.(.12'- /4) SEE SHEET "HEI-0" FOR STANDARD SECTIONS AND DETAILS NOTE: ALL STRUCTURAL STEEL NOT SWOWN ON HAMBRO PLAN, OR NOT MARKED LUITH A PIECE MARK (SHOWN ABOVE:), INDICATES LOWERED BEARING MASONRY WALL - ELEv. (42s) IS SUPPLIED BY OTHERS. II 4'-IV4" I 4'_V4" � �' aw \ / 6 f- \< N N M / / \ LOW ROOF AREA BY OTHERS *I ' INTE:iRIC)iRRI *2 13_ALCON'1" I LL = 40 PSF LL =100 FSF oDL= 65 PSF DL= 51 is TL = 105 PSP ® TL_= 151 PSF c1� SLAB= 31I 4-i SLAB= 41/2" 10'1'-2" INSTALLEi2 NOTE 3'-4" mlllllllF�=r 91MEM r1t N nt ,� _ ra a N N - - — N GOLUhM- BY OTHERS 14'-4" LOW ROOF AREA BY OTHERS LOW RO BY OTH MARK QTY NAMBRO SIZE CLR. SPAN BASE SPCG 5LAB F.L. REMARKS J01 7 H16/430 14'-4 15'-1 4.1 NA - J02 3 H16/430 18'-0 IS'-9 4.1 V NA DS OPP. TAG J03 I RHI6/43a 26'-21/2 _ 2 T'-D ° 4.l " NA 5" Bids. SHOE OPP. TAG - J04 I RHI6/430 21'-0 2 '-S 4.1 " NA - J05 1 1416/430 26'-I 26'-101/2 4.1 NA 5" 5R3. SHOE OFF. TAG J06 1 H16/430 21'-111/2 22'-9 14.1 NA 5" BIR3. SHOE OFF. TAG J0l 5 HI6/5P 20'-81/2 21'-4 4.1 PL DS d HIE OFF. TAG J08 2 RRHI6/430 31'-6 32'-3 4.1 NA - J09 I RRH16/430 31140 32'-3 4.1 NA IDS OFF. TAG --- - J10 5 H16/430 21'-0' 21'-S 4.1 NA - — J11 I HI6/SP 21'-gip,` 21'-9 4.1 PL - J12 2 H12/0. 4 - 6 -1 6'-10 41 /2" NA - J13 1 HI2/644 S'-2 9'-11 4.1 /2" NA - J14 4 H12/644 10'-2 10'-11 4J 1/z'' NA - J15 T/1T A I 1 n i RRW12/644 24'-2 24'4 4.f I/i" NA - �� F SF ■r RF Epw_/itle T rL i °' (— 0�10 Q-1 N 1.� —J I 0 .g :... , � 1 1i l 00 ' ° -C 1 ` , < i <) 0F z ° `i w F- I-- Lt- `� U U O z3 om w W 0 01 = cif OL 0L TE: CERT IOXT10 — ENDS ONLY TO ATERIAL DE IGNIE—) FURIL$t ANA14 STEEL THESE PLANS AND A L PROPOSED WORK � T ® �( (`$°Lj' ARESUBJECTTOAN CORRECTIONS ( aJ 1T-1 REQUIRED BY FIELD! SPECTORS THAT Q�Qoa73/fr'1 MAY BE NECESSARY ' ORDER TO V COMPLY WITH ALL Af PLICABLE CODES. r�l, II b CONCEALED FASTENERSORAIIH nm-NiS HAMBRO 12I ARE THE RESPONSIBILITY OF NE Structural Systems CONTRACTOR OF qCORr A Division of Canam Steel Corp. 450 E. 1-1119boro Blvd. s Deerfield Beach4 FL 33441 (Phone) 954-571-3030 ® 8W-W-WW « (FAX) 954-571-3031 EmaB I -I mbroengel-I mbro.we A Web Site we N.Heunbrows DRAWN BY: DATES CHECKED BY: I DATE FAM 8/8/06 PR 12/01/063 NUMBERFH6143 --o ' R HA-2 Y (b) BOLTED ANGLES (a) EMBED PLATE (N.S. 4 Red 4" C/C, (SA. 13/4!1 TYP. 3/16 13/I60 x I" SNORT SLOTS TOP OF BEAM ELEV+ 12'-6-3 (d) "J" BOLTS - 3/40 x (11/2"4") A n ¢, OF TOP J-BOLT - ELEV.+12'-33/4 Cq IPPLICABLE:� SWEETS FOR OTHER EMBEDVATIONS NICATED OR INFORMIATION NOT V1-PTE HERE. (AT EACH PAIR C* '7 BOLTS) WASHER i 7 INS. 4 FL.) ..t . • . • ++ . TYP. 1/e 1"-5" 3" 13/16"0 x I "LONG SLOTS < y ' , # { FOR 3/4"0 x 3" (MIN) A325 BOLTS + ' 1, y •' ; , " EDGE OF WALL t ... . t FACE OF EMBED PLATE ELECTRODE: EIO>O( (LOW HYDROGEN) ALL MELDING DONE BY AWS CERTIFIED MELDED IN STRICT ACCORDANCE EMBED DESIGN AND CALCULATIONS W/AWS DIJ LATEST EDITION 18330 ,rl-40UJN A5 EXAMPLE) EMBED PIECE MARK (a) EMBED PLATE (b) BOLTED ANGLES (c) PLATE WASHER (d) NUMBER OF 3/4"* ,43e, "J" BOLTS (a) NUMBER OF 344 A325 BOLTS THROUGH EMBED 4 BEAM WEB MAXIMUM CAPACITY (KIPS) WIDE FLANGE BEAMS SIZE LENGTH SIZE LENGTH SIZE LENGTH V5220 1E'/2x8 0'-6" L5x3x4b 0'-6" iE5/I6>c3 0--6" 4 2 20 We / WI0 V15330 IE'/2x8 0'-9" L5x3x4b0'-9" IE5/I6 0'-9" 6 3 30 WI2 7 WI4 VE5440 iP'/2x8 1'-0" L5x3x% 1'-0" If5/16 1'-0" 8 4 40 WI4 / Wl6 V5550 a/2x8 I'-3" L5x3x3g 1'-3" iE5/Ibx3 1'-3.1 10 5 50 WI8 V8660 IEI1/2x8 1'4". L5x3x4b 1'-6" es/I(ox3 I'-6" 12 6 CIO W21 V5110 IE'/2x8 P-9" L5x3x4b 1'-V. m5/16>3 1'-9" 14 -1 TO UJ24 (d) HEADED SMS (3/4"t x 0' b) v SECTION AA SEE PLAN FOR ORIENTATION EDGE OF WALL 4 FACE OF EMBED PLATE (d) HEADED STUDS (3/44 x -B AA -- M (a) EMBED PLATE HAMBRO "VBA TYPE EMBED I/ 2" RET, a TOP t BOTTOM- TYP. 4 (bl) SHOP WELDED ANGLE [-[2' ' - EMBEDS AE201, AE301, AE401, AE501, AE601, AE101, AEMI, AE901 2' - EMBMB: AE202, AE302, AE402, AE502, AE602, AE102, AEM2, AE9M 3" • EME3EDS AE203, AE303, AE403, AF503, AE603, AE103, AB03, AE903 OF BEAM (b2) SHOP WELDED PLATE /4 I TYP. ELECTRODE: ETOXX (LOW HYDROGEN) /4 ALL WELDING DONE BY AWS CERTIFIED 13/161141 x lye" LONG SLOTS WELDER IN STRICT ACCORDANCE FOR 3/44 x 3" (MIR) A325 BOLTS W/AWS DIJ LATEST EDITION � J TOP OF BEAM ELEV.+ �^ 4 OF TOP STUD - ELEV+ i IF APF'I'9'�€ Cq Cq =s 79 ?4ER EMB XJS OR I RATION N (c) PLATE A �! aD HEEr�E_ W---- - �-- (N.S AE I dD GAI (AE3 S Ca j AS E';<AMFLE THESE PLANS AND ALL PROPOSED WORT. ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE OR OF RECORD CONTRACt ^F" i^ I EMBED (a) EMBED PLATE C DED A E E (b2) WELD EG P'FTH ' (c) P WASHER (d) NUMBER OF (e) NUMBER OF 3/4"4' MAXIMUM PIECE MARK SIZE LENGTH LE SIZE SIZE - . LEN sTH 3j4"0 x 0'-6" HEADED STUDS A325 BOLTS THROUGH EMBED 4 BEAM WEB CAPACITY (KIPS) FOR WIDE FLANGE BEAMS fE 0'-6" AE2011 AE202 AE203 {EI/2x I 0'-8" L5 /I6 tp5/16x3 0'-b" 4 2 20 W8 / WI0 AE301; AE302 AE303 fE1,2x8 0'-101. L54I6 0'- fe,/2x5 0'-9" IE5/16x3 0'-9" 6 3 30 W12 / WI4 AE401, AE402 AE403 BI/zx8 1'-1.1 L5x2x I'-0" 121/2x5 P- " iE5/16x3 I'-0"' 8 4 40 WI4 / WI6 AE501 AE603 502 {pl/2x8 1'-4" L5x2x5/16 1 -3"' fE'/zx5 -3" 125/I6x3 1'_31.- 10 5 50 WI8 AEAE603602 BI/xx8 �I-TI' L54x5/I6 9'-6" fEl1/2x5 l'-6" fE:5/Ibx3 I'-6" 12 6 60 W21 AE101, AE102 AE103 }ElixxB 1'-10" L5x2x5/16 1'-9" IEiix5 t'-9" fE5/16x3 ;P-9" 14 -1 10 W24' (bl) SHOP WELDED PLATE �P 0 (d) HEADED STUDS (3/4nt x 0' 6) N � W.P. W.P. SECTION SS SEE PLAN FOR ORIENTATION (a) EMBED PLATE EDGE OF WALL 4 13/16"t x lye" FACE OF EMBED PLATE FOR N41 t x 3" (1 (d) HEADED STUDS l3/4"t x (a) EMBED HAMBRO "AEa TYPE EMBED j ELECTRODE: EVOXX (LOW HYDROGEN) ALL WELDING DONE BY AWS CERTIFIED SHOP WELDED }LATE WELDER IN STRICT ACCORDANCE W/AWS DLI LATEST EDITION IF APPLICABLE: SEE H� SHEETS FOR OTHER EMBED ELEVATIONS OR INFORMATION NOT INDICATED HERE. M C-U4a-GF a i� m me 1j411 TYP. (c) PLATE W 4 F.," (t OF TOP 14EADED STUD - AS EMBED PIECE MARK (a) EMBED PLATE (biftLDED PLIF S LEN E'/2 x IES E1h x V S 01- 2) WELDED PL. (c)jPLWASHER (d)NUMBEROF HEADED STUDS (e)NUMBEROF3/4''t EMBED tTBEAM WEB CAPACITY (KIPS) FOR WIDE FLANGE BEAMS SIZELENGTH iP'/2x1 0'-8" IZE LE N LENGTH SE20 I2'/� /2 x VARIES 6" 0--9" fE'5/Ibx3 0'-611 4 2 20 WS / W10 SE30- 12'/2x8 0'-10" IE5/16x3 0'-9" 6 3 b0 WI2 /WI4 SE40 IE1/2x8 F41 E1/2 x VA 11_011 121/2 x VARIES I'- " fP5/16x3 P_DII 8 4 40 W14 W16 SE50 1E1/2x8 I'-4" el/2 x VARIES 1'-31, tE1/2 x VARIES 1.- .1 IES/16x3 I'-3" 10 5 50 W18 SE60 _ IEl/2x8 11-7" 121/2 x VARIES 1'-6,11 121/2 x VARIES I - " e5/Ibx3 I -6" 12 6 60 W21 SE-10 71 It Mltl MAC fel/2xa C. 1NIL1 11.1 YI If 1'-101, pFl11 ! rlwfn Iplh x VARIES n..-.1.1n.-w um I'-9" .... r fP1'2 x VARIES • I'- 1E5/lbx3 I'-9" -1-. I4 ------- 1 10 W24 NIJIBEIR BEFORE r� . VVV WV VIMIMIIY..IV WILL 19MYG M INDICATES THE RICATION SHEET NII�ER IT. NOT AFFECTRTHE ENGINEERING DDAATTA SHOWN HERE. HAMBRO NSEN TYPE EMBED (a) EMBED ANGLE /4 TYP. (b2) SWOP WELDED PLATE (6) HEADED STUDS (3/a"� x (D'-6) ,y o EMBEDSCE201, CEM1, CE401, GE501, CE601, GE101, GE801, GEW1 L-3- BWS-. CE202, MIN, CE402, CM, CBM, CE102, CM, CE •EMBEDS CE203, CE303, CE403, CE503, LE603, GE103, GEE 03, 3 y "�°'< Q6 0 { . QI. OF BEAM '.f r+., � { #'t'.J } (bl) SHOP WELDED ANGLE ELECTRODE: E10 y 4 , d t (LOW HYDROGEN) ALL WELDING DONE BY AWS CERTIFIED f Y. SECTION CC 2" RET, a TOP t BOTTOM- TYP. 1ja WELDER IN STRICT =0RDANCE { + W/AWS DIJ LATEST " DITION 4 " (SEE FLAN FOR ORIENTATION) 3° 13/16"t x I LONG SLOTS FOR 3/44 x 3" (MIN) A325 BOLTS EDGE OF WALL : FACE OF EMBEDPLATP TOP OF BEAM ELEV+ ^� 4; OF TOP STUD - IELEV.+ { �.: .. • m I I GG - SWEETS TH4ER 5/1( PLATE WAS VATIONS OR I INS. 4 F.S.) NDICATED HERE. 1ATION ' ® ( 3m2 5u4V AS XAMPLE EMBED (a) EMBED ANGLE ( DED A E b2) WELDED TE (c) P WASHER NUMBER OF (a) NUMBER OF 3/4"t MAXIMUM PIECE MARK 3ADED BOLTS CAPACITY FOR WIDE FLANGE BEAMS SIZE LENGTH LE N IZE TN SIZE LENGTH STUDS EM2BED 4 BEAM WEB (KIPS) GE CE CE202 GE203 Lbxbxl/2 0'-9" L5 /I6 IPI/zx 0'-611 i$5/Ibx3 0'-6" 4 2 20 W8 / WI0 CE301, CE302 GE CE303 Lbxbxl/2 F-0" L5x2 I6 0'-9 IEI/2x5 0' -9" m5/Ibx3 0'-9" ro 3 30 WI2 / WI4 CE401, CE403 CE402 GE Lbxbxl/2 I'-Y L5x2x 1'-0.. V/2x5 I'-0" fE5/Ibx3 I'-011 8 4 40 WI4 / WI6 CECE502 CE GE503 L6xbx'/2 P-6" L5x2x5/I6 1'-311 R- '/ 2x5 I'-3" 1E5/I6x3 I'-3" 10 5 50 1U18 GECE601, 603 602 Lbxbxl! I'-9" L5x2x5/IS IE1/2x5 I '-6" 1E5/Ibx3 I'-b" 12 6 60 W21 GECE- GE102 GE103 Lbxbx1112 T-O" L5x2x5/16 1'-9" IE1/2x5 I'-9" If'_5/Ibx3 I'-9" 4 7 10 LU24 (d) THREADED ROD - 30 x 0-II - EDGE OF WALL 4 FACE OF EMBED PLATE 13116"0 x Ila" LONG SLOTS FOR 3j4"0 x 3" (MIN) A325 BOLTS (a) EMBED PLATE a I` (-Jj LI x I x 3/1&'x 0't6"'- (AT EAGH PAIR OF THREADED RODS) TYP- y tYP. ELECTRODE: ET(DXX (LOW HYD ) ®. 3/16 ALL WELDING DONE BY AWS CEf rFIED {` ' EDGE OF WALL t WELDER IN STRICT ACGORDAN E o � "'' °.`• FACE OF EMBED PLATE W/AWS DIJ LATEST EDITION 3" 13/164 x lye" LONG SLOTS � FOR 3/4"0 x 3" (MIN) A325 BOLTS ® TOP OF BEAM ELEV.+ V 4. ® x" + ;n - t, OF TOP THREADED ROD - E M (c) PLATE WASHER (N.S. 4 F.S.) IF ALICA h .rrrd (b) BOLTED ANGLES SEE 14E SHE OTf Efr (NS. 4 F.S. - BOTH ENDS) ELEVATIONS INF093'4 N -- 4" G/C, GA. 13j4" giMPICATED ;..- 13/I60 x P SHORT SLOTS -- '. - _ WALL MUST BE DESIGNED TO CARRY ANY AXIAL TORSION DUE TO BEAM LOAD DIFFERENTIAL. em EMBED PIECE MARK (a) E'I PLATE C BOLTED LE L T (c) PLATE WA5 SIZE LE H (d) N ER OF 3A t TU HEADE TUDS (s) NU AM B EMBE 3ER OF 3/4" t TS THROUGH 4 BEAM WEB 2 MAX. CAPACITY (KIPS) (EAOF+SIDE) FOR WIDE FLANGE BEAMS MAXIMUM TOTAL END REACTION (KIPS) e SI,,.E LENGTH DE20 iB'/2x8 0'-6" L x38 LS 3a fE5/Ibx3 6" 0 -9" 4 20 W8 / W10 40 DE30 V/2x8 0'-9" 6 3 30 W12 / WI4 60 DE40 1PI/2x8 P-0.1 L5x 1'-D" iE5/I00 1'-0" 8 4 40 WI4 / WIrb Sq DE50 'tItga 1'-31. LSx3x a 1'-3" iE5/Ibx3 1'-3" 10 5 50 WI8', 100 DE60 iE'/2x8 1'-&" L5x3x3/8 '-14C1E5/16x3 1'-6" 12 6 60 W21 120 DE10 eP!?XS, I -9" L5x3x4b 1 -9" IE5/16x3 Y-V' 14 1 10 W24 140 A MM001 )P OF BEAM EL r laJ BEARING PLATE TOP OF BEARING PLATE - ELEV.+ (b) 3/44 x 0'-b" HEADED STUDS IF APPLICABLE: SEE Ha SHEETS FOR OTHER BASE PLATES l ELEVATIONS OR INFORMATION NOT INDICATED HERE. ELECTRODE: ETOXX (LOU) HYDROGEN) ALL UELDIWs DONE BY AWS CERTIFIED IP�1Cx PLAT E WELDER IN STRICT ACCORDANCE W/AWS DLI LATEST EDITION (BPI OU N AS E 1 BEARING PLATE PIECE MARK (a)BEARI A b M 0'- STUDS ANGE TWEEN }FADED STUDS CAPACITY TYPICALLY FOR BEAM FLANGE WIDTHS SIZE TH BPI fE3/4x11/z 0 z" 2 0'-811 LIM$D BY EEMI dNDLL4V1CAPAWY BP2 1E3/4x11/2 I'- 2 0'-611 LMIEDIYBEAM 11/in 111/2" j AND W L CAPACV TE: EMBED h �Ji� OF STF� 0 . 2 li 0 A TE: EMBED CsENERAL NOCaTES: _ U EMBEDS ARE TO BE USED IN CONCRETE WALLS OR BEAMS WITH SUFFICIENT REINFORCEMENT TO PREVENT PULLOUT. 2) EMBED CAPACITIES MAY [BE RESTRICTED BY SUPPORTING WALL LIMITATIONS- 3) ALL EMBED CAPACITIES ARE BASED UPON PROPER WALL DESIGN AND BEARING SUPPORT, WITH WALL BEARING CAPACITIES IN EXCESS OF THOSE IMPOSED BY THE SPECIFIED SUPPORT CONDITIONS. 4) ALL MATERIAL PROVIDED BY CANAM STEEL ARE DESIGNED FOR GRAVITY LOADS ONLY, ON A FLOOR PER FLOOR BASIS, UNLESS NOTED OTHERWISE. 5) ALL CALCULATIONS ARE BASED ON THE FOLLOWING YIELD STRENGTHS: ALL EMBED RODS TO BE Fy - 36 KSI ALL EMBED ANGLES 4 PLATES TO BE IN = 36 KSI ALL WIDE FLANGE BEAMS TO BE % = Bo KSI CUSTOMER: STEMWINDER HOMES INC. ARCHITECT: CORAL KEY DESIGN, INC. ENGINEER: H. JOHN GRIFFIN 11 P.E. i � F 91-0 U, ,tzem.P � I` w ® a All 11mr�l w 7 00 L i'LO) lj 11 L1 Zi �-7 . o t1 Q LKIY�1 ` 1 U1 0 z ® IzV m W W 'AIN I- 0 0 F:+il 2 _ a_ a- NQTE: CERTIMA113N ,DEC t 200 it 9 EXT--EI40S ONLY TO MKrIERIAL DESK i Yfl AND FURNISHED rd,I�1•�TEF.r L �y CERT. OF: AUT . # 00009340 f` TH15 SHEET APPLIES TO: HAM ►LP " f Ir Structural Systems A Division of Canam Steel Corp. 450 E. Hlleboro Blvd. * Deerlield Beach, FL 33441 (Phone) 954-571-3030 * 8OD-546-9008 * (FAX) 954-571-3031 Eme3 Han&oerwHan&ows * Web Site: www.Han&ows DRAWN BY., DATE qRXED BY, DATE FAM 8/8/06 PR 12/0'I /06 2 r d FLOOR NUMBBER H6143 N H E 1-0 a 2 2 E m x Q 7t m M r 0 r 3 v _R m x i� C 4) a N N lY c m rn a 2 cp U CO 0 N A l° J : x x Cq x x x v N R p e la) SHOP WELDED HANGING SHOE lb) (ANGLE) SHOP WELDED PLATE (FOR SAFETY - NO STRUCTURAL VALUE) WIDE FLANGE BEAM OR CHANNEL JOIST ANGLE SIZE (a) ANGLE LENGTH (b) PLATE WEIGHT (Iba) (ANGLE ONLY) MAXIMUM AXIMM ENDBEAM RE (KIPS) TION L6x4xT/16 0'-6" iE 5/16 x I/2 x 0'-3" 11 2 L8x4x34 0'-3" f2 5/16 x 1/2 x 0'-3" T2 3 L5x4x3/4 0'-4 M 5/16 x 11/2 x 0'-3" 9.6 4 L5x4x3/4 0'-5 1E'. 5/16 x 1/2 x 0'-3" 12.0 5 LSx4x3/4 0'-6 iE 5/16 x 1/2 x 0'-3" 14.4 6 L5x4x3/4 0'-1 1E 5/16 x 1/2 x 0'-3" 161 11 WIDE FLANGE BEAM OR CHANNEL (b)� 3/441,4325 BOLTS CONCEALED FASTENERS OR ATTANMENTS ARE THE RESONVOILITYOF THE. THESE PLANS AND ALL:PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONSREQUIRED CONTRACI'OA ,• OFRECORD SYfIELD INSPECTORS MAY BE NECESSARY IN ORDER TOTHAT COMPLY WITH ALL APPLICAS6E CODES, BEAM WITH HANGING SHOE ON HAMBRO JOIST 4" WIDE FLANGE BEAM OR CHANNEL (a) SHOP BOLTED ANGLE (N.S. 4 F.S.) INSIDE LEG OUTSIDE `//'JI L LEG (c) Of 3j4-P A325 BOLTS (a) ANGLE (b) BOLTS IN OUTSIDE LEG LE (2 PER CONNECTION) LEG ( x 2 ANGLES) (C)*A3254 W HT F WIDE (NS. 4 FS.) ( FLAN BEAMS SIZE LENGTH SIZE QTY. TY- L4x31/2x5/16 0'-51/2" 314"4 A325 3j4"4' A325 4 3/a ftOP4 6 /43 WS / W10 L4x3112x!,1* 0'-81/2" 6 WI2 / WI4 1.4x3/2x5/16 0'-11'12" 3j4"41 A325 a S WI4 / WI6 L4x3/2xS/16 1'-2/2 3/4"4' A325 10 3/4"# A325 is W18 BEAM TO BEA.!;t ANGLE CONNECTION m WIDE FLANGE BEAM WIDE FLANGE BEAM `fVIDE FLANGE BEAM OR CHANNEL OR CHANNEL � ° ., 0�2`CHANNEL FIELD BOLTED TO PLATE (a) _ FIELD BBB [ED TO PLATE (a) r- (a) (a) SHOP WELDED PLATE r SHOP WELDED PLATE WIDE FLANGE BEAM L OR CHANNEL� Cb) (b) 3j40A325 BOLTS 3/4' TS �yti FULL LENGTH SHEAR PLATE ¢'Afc IAL LENG P!_ATE _ (a) SHEAR PLATE — — ATE (b) BOLT (I PER CONNECTION) WEIGHT WIDL= (Iba) FLA BEAMS ,\\ SIZE DEPTH SIZ (THICKNESS x LENGTH) 1E3/ax4 (MIN.) 0'-6" (MIN.) 3411� A 2 3 3j4"m A3 / WI0,- WI2 / WI4 WI4 / W16 WIS ' Vgax4 (MIN.) 0'-S" (MIN.) iV/sx4 (MIND 1'-0" (MIN.) 3/4"4, A325 4 6 i£3/ax4 (MIN.) 1 1'-3" (MIN.) 3/4"0 A325 5 1 BEAM TO BEAM SHEAR PLATE CONNECTION WIDE FLANGE BEAM OF COL. (c) 3/a STIFF. (N5 4 FS) (d)I r CAP PLATE (b) 3ja� A325BOLTS E STEEL (HSS) OR PIPE COLUMN (a) CAP PLATE (b) BOLTS (C) ENER PLATE .S. 4 Red SIZE LENGTH SIZE I s VA LE 5 IE1/2x4 (MIN.) 0'-11/2" (MIN.) 3/4" 0 A325 IE%x4 (MIN.) 0'-T1/2" (MIN.) 3/4"O A325 2 ARIES VARIES COLUMN TO BEAM BOLTED CONNECTION (2 BOLT)_ lz + SHOP WELD81 HANGING SI-40 (ANGLE LOAD BEARING WALL OR HEADER WIDE OR C ANGLESIZE (a) ANGLEEND LENGTH M ON (KIP L6x4x1/16 "2LSx4x3/4 gi. � 3LSx4x3/4 0' 10 5 LSx4x3/4 0'-5 L8x4x3/4 0'-6 14A 6 L5x4x3/4 0'-1 161 T.I (C.) WIDE FLANGE BEAM 3j40 BOLTS OR CHANNEL I (a)---, SHOP BOLTED ANGLE (N.S. 4 F.S.) (b) 3/40 BOLTS BEAM 15 A LUST OF STANDARDS BY WOU15RO ENGINEERING;. END REACTIONS GREATER 11.1K= OTHER ANGLE DESIGNS BE USED. Y0 11�{ 6PLICE WIDE FLANGE BEAM iOR CHANNEL INSIDE LEG —OUTSIDE LEG SHOP ANGLE CN.S. (a) ANGLE (b) BO IN O E LEG OLTS IN IDE LEG Ax.4 ANGLE (4 PER CONNECTION) l x 4 GL ANG ) WEIGHT FOR WIDE (NZ. 4 FS.) Im I (Iba) FLANGE BE S SIZE LENGT E rA QTY. QTY. L4x31/2x5/16 0-W/2" 3j4 4 S WS / W10 L4x31/2x5/16 0 -8%i" "o A32 6 3/4" 0 A325 6 12 W12 / WI4 L4x3/2x5/16 PJ'-IY!/2' '0 A325 a 3/4"0 A325 $ I6 W14 / W16 L4x31/2x5/16 1'-2ii, 3a"m A325 10 34" 0 A325 10 20 W18 OF COL. WIDE FLANGE BEAM plc) 3ja STIFF. (NS 4 FS) GAP PLATE i° lb) 3j4� A325 BOLTS I i i----TUBE STEEL (HSS) OR PIPE COLUMN (a) CAP PLATE (b) BOLTS (c) STIFFENER PLATE (NS. 4 F,S.) SIZE LENGTH SIZE QTY. SIZE LENGT44 IE/2x4 (MIN.) 0'-10" (MIN.) 3/4"0 A325 4 V/a x VARIES VARIES V/ax4 (MIN.) 0'-10" (MIN.) 3j4" , A325 4 E3/9 x VARIES VARIES TO STOCK1) ALL ROLLED BEAMS TO r KSI MIN. ALL HANGER CLIPS AND ANGLES TO B Fy • KSI STOCK3) ALL TO 44 KSI 00 t ♦ .5; r'. e w,s � , BEARING WALL THIS SHEET APPLIE5 TO: F_F T_` 1 CUSTOMER: STEMWINDER HOMES INC. ARCHITECT- CORAL KEY DESIGN, INC. ENGINEER: H. JOHN GRIFFIN II P.E. 2-7 O I LII i :z Nil 4v 0 00 LU C0r mill ILI] 1 1 L I) 5 ZD Al r, 11 I- Cn A" y 2' Ll Z z �1 Ia Q 4 Q w 1 i 1 < E=�1 Z � ! 1 J of U U pV, F- ® O wl w = IL 0) . ROME' CER nSCATi®N ELII)s ONLY TO MATE.!atALt3ESIGNED ' DEC 1 t N AND EtlRNISHED By CANAM STEEL CFR7 OF AUTH, #'00009340 HAMBRO Structural Systems i A Division of Canam Steel Corp. _ 450 E Hileboro Blvd- • Deerfield Eieach, FL 33441 Pow) 954-571-M a 800-546-M 0 (FAX) 95415/1-3)M Bne& Hembroeng•Hembrowe a Web Site wwwJil mbro.we DRAWN BY: DATE Clg-C�:ED gy: DATE FAM 818106 PR 12/01/06 N ER H6143 ''1DRA"d H131-0 AFTER SLAB IS POURED �44M5RO JOIST BEARING ON MA5ONR*r WALL OR CONCRETE WELDED - REM,V:A WIRE 31,2MIN. BEARING A0P —OR CUT NAILS \ PL'"WOOD MESH 6 21" O/G (MIN.) FORM 1JG r WELDED WIRE MESH OR 28p/C• (MAk.) (MIN. EMS.'% WELDED WIRE MESH -X-X-X x-X-x-%--x-X-x- BEARING RA ELEVATION (ROLLBAR BEARING ANGLE) JOIST SHOE ELEVATION REMOVABLE ROLLBAR W1 (2) 51160 HOLES FOR (2) 16D SPIKES I" MAX J i WOOD SRETUDS ` HAMBRO JOIST (`AS Q'D) HAMBRO JOIST WOOD STUDS f - (AS REQVJ UNDER ALL JOISTS BOTTOM CHORD SRACIW3 MAY BEFORE SLAB IS POURED BE REQUIRED. SEE THE PLANS O FOR APPROXIMPPATE LOCATIONS, AND THE "I-IAMSRO INSTALLATION MANUAL" FOR DETAILED IWONMATION m E 0 W TOP OF SLAB NOMINAL SLAB NOMINAL SLAB NOMINAL SLAB THIGKN£55 THICKNESS THICKNESS TOP OF SLAB 2 +'14" FOR BEARING ro SHOE THICKNESS Q �'—T. NOMINAL SLAB a THICKNESS m + 14" FOR BEARING BEARING > ELEVATION SHOE THICKNESS (ROLLBAR ANGLE) i Q 0 BEARING ELEVATION 0 0 HAMBRO J015T WOOD STUDS HAMBRO JOIST N WOOD STUDS (AS REQ'Dd 180 SPIKE (AS REQ'D.) UNDER ALL JOISTS AFTER SLAB IS POURED U) LIP c m ^ v x �4AME31RO J015T 5EARING ON WOOD WALL OR HE (/; N z ^ ++ Y REQUIRED NAIL OR SPIKE 16D SPIKE FAJ RA ROLLBAR REMOVABLE PLYWOOD FORMING — RA AM PLYWOOD FORMING WELDED . - .-- - • •' A —• • • — //MESH or • - • PER O/C ONE HILTI OR EQUAL PMER AMW FN • OR EQUAL • r a11 POWDER ACTUATED FINS PER M. SPEC. 0 21'O/C or ,�..:. INSTALLED _ • • _ PLYWOOD .21/q, MIN. 5EAR:-CLOSURE • "-'''�J�lilrr� LUELDED ANGLE — �J�1�%liJ•/Ili ..IIIE ME544rr�ilJ�rr� I �lil"Ifr/Jlt ELEVATION ' WIDE FLANGE- BEAM (SHOWN), a`;>J CHANNEL OR ANGLE (NOT SHOWN) 0 CLOSURE ANGLE NOMINAL SLAB THICKNESS + lie" FOR BEARING SHOE THICKNESS ° BEARING ELEVATION WIDE FLANGE — BEAM (SHOWN), CHANNEL OR ANGLE (NOT SHOWN) IROLLEAR BEARING L ANGLE) ` ELEVATION REMOVABLE ROLLBAR NAMBRO JOIST WIDE FLANGE HAMBRO JOIST BEAM (SHOWN), CHANNEL OR BOTTOM CHORD ING MAY ANGLE (NOT SHOWN) SE REQUIRED, SEE HE PLANS FOR APPROXIMATE OCATIONS, BEFORE SLAB IS POURED AND THE FORDTEAIL TALLATION 511,E-0la'1ATION. TOP' OF SLAB N$LAB T7-IIGOMINAL iCNESS NOMINAL SLAB TI-IICKNESS TOP OF SLA xx+a—..— CLOSURE ANGLE ' � x�rkxy _ NOMINAL SLAB THICKNESS +1/4" FOR BEARING 5HOE THICKNESS (ROLLS ANGLE) BEARING ELEVATION HAMBRO JOIST WIDE FLANGE BEAM (SHOWN), H JOIST CHANNEL OR AFTER SLAB IS POURED ANGLE (NOT SHOWN) �4,4MS 0 J015T BEARING; ON 5T BEARING ELEVATION STEEL STUDS - (AS REQ'D.) UNDER ALL JOISTS NOMINAL SLAB THICKNESS +'/4" FOR BEARING SHOE THICKNESS BEARING ELEVATION STEEL STUDS (AS REOV.) UNDER ALL JOISTS / 45 TYP. OR (2-014 SELF TAPPING SCREWS) 'MIN.. ?SEARING �- _.. CWELDED WIRE MESH ELEVATION STEEL STUDS HAMBRO JOIST (AS REQ'D.) CLOSURE ANGLE A4 15, CHANN BOTTOM CHORD SRACI MAY BE REQUIRED. SEE THE CANS FOR APPROXIMATE L TION11 BEFORE SLAB IS POURED AMANUAL' PC DETAILEDND THE I CATI ATION. - TOP OF SLAB NOMINAL SLAB NOMI SLAB THICKNESS TOP OF SLAB THIG SS NOMINAL SLAB THICKNESS '/4" FOR SEARING SHOE THICI<NEss (ROLLBAR ANGL BEARING ELEVATION HAMBRO JOIST H41"BRO JOIST STEEL STUDS (AS AFTER SLAB IS POURED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD WELDED WIRE MESH #14 TAPPING S REMOVABLE PLYWOOD FORMING CLOSUI f ANGLE LIN7. Z7_W RA ROLLBAR 5 OR ANGLES #14 SELF TAPPING SCREW REMOVABLE PLYWOOD ti� FORMING �- RA TV II� ROLLBAR--' U THESE PLANs IND ".LL. PROPOSED WORv,. ARE SWIJECT 70 t;4y CORRECTIONS REQLAREDBY FIELD INSPECTORS THAT MAY BE NECE-14 Aijy IN ORDER TO Co&1PL:1 WJ-h --L APPLICABLE CODES. �474M5RO J015T 5EARING ON METAJ STIED WALL OR � 4EAIDE WELDER OR SELF THESE PI. +.NS . PROPOSED WORK ARE S CORRECTIONS REOUIRL iL:— NSPECTORS THAT' MAY SE ^RY IN ORDER TO COMPLYV'...:, LAPPLCABLECODES. INSTALLER: ALL JOISTS SHALL BE ERECTED IN SUCH A MANNER SO THAT THEY ARE VERTICAL, LEVEL AND PLUMB AND AT PROPER ELEVATIONS. ANY SHIMMING THAT MAY BE REQUIRED SHALL BE DONE WITH METAL. NOTE: INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE "INSTALLATION MANUAL FOR THE HAMBRO D500 COMPOSITE FLOOR SYSTEM" AND / OR SHEET HD5-1 OF THE FIELD USE SET OF PLANS. CUSTOMER: STEMWINDER HOMES INC. ARCHITECT: CORAL KEY DESIGN, INC. ENCdNEER. H. JOHN GRIFFIN II P.E. J pow�1 w L 1l fro ro11 WDo 1- O pq �tpoll 10 .y� F Q %F1 ` L� Ol Ill O Z —1 tof l J m W W l W Q 0 0 a, 0- a- Cf) NOTr,--.. L. GEj a i 1GlCAJ l01'4 .tEN�� ONLY TO �ESii�oE� I;'AATE AND FUFtNI'SHED By CANAM STEEL CERT. OF r: rr N 1J ©6 HAMBRO Ill Structural Systems �2 A Division of Canam Steel Corp. 450 E Hillsboro Blvd • Deerfield Bead4 FL 33441 Poo) 954-571,M 0 800-54e-m • (FM 954-57F= Bnob H9ff&owg•Hambrowe • Web Sits wwwB nlbrows DRAWN BY: DATE CHECKED BY: DATE FAM 818/06 PR 12/01/06 LADNRu H6143 IHSO-1 SLAB ELEV. +12'-10 WELDED WIRE MESH RA ELEv.+12-63j4 SECTION - A REFERENCE SHEET WW-I FOR DETAILS OF WAMBRO JOISTS AND ACCESSORIES ELEV.+12-63/4 WOOD STUD: (AS REQ'D. UNDER ALL JOISTS 6„ SECTION - E REFEM- C SWEET WW-I FOR DETAILS OF WAMBRO JOISTS AND ACCESSORIES ELEVAT-23/4 16" HAMBRO CEILING HEIG IL TF11 ILJI�V JVI./I CEILING HEIGHT ELEV.+II'4/4+ (FROM 0'-011) LEGEND ip WAMBRO JOISTS AND MATERIAL x RA DENOTES FIELD ATTACHED ROLLBAR ANGLE (AKA. MH OR FH) IDS DENOTES SHOP WELDED (TO JOIST) DEEP SHOE HE DENOTES SHOP WELDED (TO JOIST) HANGER PLATE X 0 WELDED WIEM MESH WELDED WIRE MESH SIZE: Uk. x W2.9 (TYPICAL) xx It SUPPLIED BY: CANAM STEEL r BEARING WA 15 OR WEADERS (DESIGNED 4 SUPPLIED BY OTWERS) N Q = INDICATES LOAD BEARING W MASONRY WALL OR CONC. BEAM INDICATES LOAD BEARING WOOD WALL OR WEADER CLOSURE L31/4x5i/4xl4 GAGE MKD. A5 m ELEV.+12-63/4 SECTION - B REFERENCE ET HS0-I FOR DETAILS OF WAMBRO JOISTS NTAGGESSORIES I NOTE WELDED WIRE MESH F x—xT d - WOOD STUDS (AS REQ'DJ NOTE: REBAR REQUIRED IN CANTILEVER AREAS DESIGNED a SUPPLIED BY OTHERS «1 d) .d •• - .. • d EDGE FORMING BY OTHERS `16" WAMBRO JOIST W14 SHOP WELDED HANGER PLATE (HE) SHOP WELDED DEEP SHOE (DS) 3" SEE PLAN SECTION - P REFERENCE SWEET 1450-1 FOR DETAILS OF WAMBRO JOISTS AND ACCESSORIES SLOPE 21/411 � 2'' HAMBRO JOIST SEE PLAN SECTION - J REFERENCE SWEET 1450-1 FOR DETAILS OF HAMBRO J015TS AND ACCE55ORIES ELEv.+12'-23/4 SEE PLAN N WELDED WIRE MESH W } RA ELEV.+12'-23/4 12" HAMBRO JOIST SECTION - L R£FEI�NCE SWEET W60-I FOR DETAILS OF WAM$RO J015TS AND ACCESSORIES WELDED WIRE MESH �XT RA I I ELEV.+12- Terpaar Bottom Chord &acing See Plat ad R*v wabft Mawl 16" HAMBRO JOIST WOOD 61 (AS RE( UNDER SECTION - C REFERENCE SWEET 1-160-1 FOR DETAILS OF WAMBRO JOISTS AND ACCESSORIES (OI ra NOTE F WELDED WIRE MESH Tn 0 C105URE 1-3110311014 GAGE MKD. Al `^ �l v ELEV.+12-63/4 `16" HAMBRO JOIST SHOP WELDED HANGER PLATE (HE) — SHOP WELDED DEEP SHOE (DS) SEE PLAN SECTION - 4 FEPERENCE SHEET H50-1FOR DETAILS OF WAMBRO JOISTS AND A:,CESSORIES IUJ[j _ SECTION - K REFERENCE SWEET W50-IFOR DETAILS Gf WAMBRO JOISTS AND ACCESSORIES SLOPE it/2" " 'W a ELEVAT-23/4 IZ" HAMBRO JOIST " 4" WELDED WIRE MESH 16" HAMBRO J015T SECTION - D FSFEFa: C SWEET W60-I FOR DETAILS OF WAMBRO JOISTS AND ACCESSORIES f� L2x2x3/16x(D'-6 SNOP WELDED TO WI4 a WELDED WIRE MESH a' • . .. Temporary Button Chad Bract I Sce Pla arc 1161 k1"l 11 Mawl — 16" HAMBRO JOIST 16" HAMBRO JOIST 4" SEE PLAN SEE PLAN SECTION - H460-1 _ WAM�ROEJO ST8 DETAILS OF ANDACESSORI£S WELDED WIRE MESH ® j v 16" HAMBRO JOIST WELDED DEEP SHOE ELEv.+12'-23/4 8" SEE PLAN g° SEE PLAN SECTION - 1"I CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE �WAA JOFEIWENCE ISTS AND ACCCESD�ies OF CONTRACTOR OF RECORD DIM- ARIE5 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED SY FIELD INSPECTORS THAT MAYBE NECOS IARV IN ORDER 70 COMPLY WITH ALL APPLICAOLF CODES. �,�� OF 3TpFl 2� 9� ASSOMTE REV. DATE DES 1 3 4 5 INSTALLER: ALL JOISTS SHALL BE ERECTED IN SUCH A MANNER SO THAT THEY ARE VERTICAL, LEVEL AND PLUMB AND AT PROPER ELEVATIONS. ANY SHIMMING THAT MAY BE REQUIRED SHALL BE DONE WITH METAL. NOTE: INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE "INSTALLATION MANUAL FOR THE HAMBRO D500 COMPOSITE FLOOR SYSTEM" AND / OR SHEET HD5-1 OF THE FIELD USE SET OF PLANS. CUSTOMER: STEMWINDER HOMES INC. ARCHITECT- CORAL KEY DESIGN, INC. ENGINEER H. JOHN GRIFFIN II P.E. 1 1 1 'p1 UL 411, �I W1 1 J �� PR, aL. 1 LU t U) .L l� N IL0 Z O zU 0a v ffiO W Z O ^' LU O H W W m O O �� F W = 0) C�TiGN Np.y�:�(yC�■TO IR1i:. �• U^ _. 'DE�4�aN * Y AINN� STEEL CERT OF AUTH, # 00009340 HAMBRO �','dII�°e Structural Systems A Division of Canam Steel Corp. 450 E Hilaboro Blvd • Deerfield Beach, FL 33441 (Florae) 954-571-3D30 # 8DD-546-9008 * 0 W 954-VI- l EmaE HambroergsHambrowe • Web Site: wwwRambrows DRAWN BY: DATE= CHECKED BK DATE FAM 8/8/06 PIR 12/01/06 JOB NUMBER H6143jAjHS1-1 REVIS DRA`wmj c a F LUt 0 12" HAMBRO JOIST r TOP OF 2nd FLOOR SLAB ELEV. +12'-10 Iu IY j WELDED WIDE MESH a • y y��x ELEV.+12'43i4 8" SEE PLAN r SECTION - N REFERENCE 514EET 4 9_I FOR DETAILS OF HAMBRO JOISTS AND ACCESSORIES imava y Bottom Chad Badr� `yea flaa arcs Ilmfxo ktallatbn M>nuai I6" HAMBRO J015T • i .. '.J d. •' J d 1. .• _.—x-1_X_x' .a. d • •• • •... • .•. ELEV.+12'-5 12" HAMBRO JOIST 1211' HAM5R0 JOIST 16" HAMBRO JOIST, SEE FLAN tSECTION - P REFERENCE SHEET HSOI FOR DETAILS CF HAMBRO JOISTS AND ACCESSORIES t OF 1st FLOOI ELEV. +0'-0 APPROVER NOTE: AREA EXAGGERATED FOR DIMENSION CLARITY •.5 �_k WELDED WIRE MESH 16" HAMBRO JOIST SHOP WELDED DEEP SHOE (DS) 45631i2x31i2x'q 4 ' d: d y'. e Q, d IE3ax10xfD'-10" FIELD NOTE: WA5HERS REQUIREp IIi2" NON -SHRINK GROUT 5EE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS FOR FOOTINGS DE51GN 3/40 COL. ANC. BOLT MKD. A51 ' STEL COLUMN INSTALLATION; ALL MTEEL COLUMNS SUFFL IE D BY I -I 115RO STRUCTURAL SYSTEMS, REQUI E LATERAL BRACINC% DURING THE CC 45TRUCTION PHASE OF THE PROJECT. _SECTION - 10 IZENGE SHEET FBI-O FOR D£TAIL6 OF NO Ex l Al, Gi THESE PLANS AND ALL PROPOSED WORK' ARE SUBJECT TO ANY CORRECTIONS. REQUIRED BY FIELD INSPECTORS THAT MAY BE NSCESGARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. t3EAM TO GOLIIMN CONNECTIONS CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIOUTY OF THE CONTRACTOR OF RECORD 'I a 4 �? • '�'aDED ",92� • ASSOCIATE_ REV. DATE DESCRIP110N I 0 A INSTALLER: ALL JOISTS SHALL BE ERECTED IN SUCH A MANNER SO THAT THEY ARE VERTICAL, LEVEL AND PLUMB AND AT PROPER ELEVATIONS. ANY SHAMMING THAT MAY BE REQUIRED SHALL BE DONE WITH METAL. NOTE: INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE "INSTALLATION MANUAL FOR THE HAMBRO D500 COMPOSITE FLOOR SYSTEM" AND / OR SHEET HD5-1 OF THE FIELD USE SET OF PLANS. CUSTOMER STEMWINDER HOMES INC. ARCHITECT CORAL KEY DESIGN, INC. ENGINEER- H. JOHN GRIFFIN 11 P.E. s yy s tl ow 6 1 Alm 1 L� L�� I!'iil Q W Al 05 W Z 0%.01 �1 �.� z 1 U ,1 F- _ o w ` `� Q Hl ILL]U) Z ` 1 0 H HJ-- O O al w = Cr_ 1T a_ 2 C0 E: CERTIJFtCk CERT. Off AUTH. # 0dp09340 HAMBRO Structural Systems A Division of Canam Steel Corp. 450 E. Hileboro Blvd. • Deerfield beach, FL 33*11 Whone) 954-571-M * 800-546-9006 a I,FAX) 954-571-3031 Emab HambroengoHanlbro we • Web Hide: wwwHi RIbrO.Ws DRAWN SY.- DATE ) gY: DATE FAM 8/8106 PR 12101/06 H6143 0 . DF REVI810NI. HS1--2