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HomeMy WebLinkAbout344 Appaloosa Ct - BR03-002429 - SFRPERMITILk4ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 PHONE NUMBER CBC 055300 PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTOR c MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # Q1'big 4 A DATE 07 m-AZ-n-3 PERMIT DESCRIPTION Vg PERMIT VALUATION SQUARE FOOTAGE cn a CERTIFICATE OF•OCCLPANCY / COMPLETION This is to certify that the building located at 344 APPALOOSA CT for which permit 03-00002429 has heretofore been issued on 7/25/03 has been completed according to plans and specifications filed in the office of the Build in Official prior to the issuance of said building permit, to wit as Q,S; vr.,lu 21 &n..ac, complies with all the building, plumbing, electri 1, zoniig and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water FIRE: Inspected Sewer Lines In Sewer Tap ENGINEERING: Street Drainage if s Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs y , ; Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 8 20 03 20.00 8/22/03 20.00 7/28/03 10.00 8/25/03 10.00 8/04/03 10.00 7/28/03 10.00 7/28/03 59.2'7 7/28/03 54.00 PAGE: 2 CERTIFICATE OF -OCCUPANCY / COMPLETION This is to certify that the building located at 344 APPALOOSA CT for which permit 03-00002429 has heretofore been issued on 7/25/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No O1-OPEN SPACE 7/28/03 279.61 O1-PLAN ALTERATIONS 8/28/03 35.00 O1-POLICE IMPACT - RESID 7/28/03 91.93 O1-RADON GAS TAX FEE 7/28/03 17.34 O1-ROAD IMPACT FEES 7/28/03 847.00 01-AECOVERY FD/CERT. PGM. 7/28/03 17.34 O1-SCHOOL IMPACT FEE 7/28/03 1384.00 WD IMPACT:SINGLE FAMILY 7/28/03 650.00 SD IMPACT:SINGLE FAMILY 7/28/03 1700.00 OWNER B I G OFFICIAL DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIO SINGLE FAMILY RESIDENCE**** DATE: \b V i v PERMIT #: 0a 3 - a v V ' O C J \ u a ADDRESS: `- - s M $ a CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public VI tilities 0 Fire OZoning OLicensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE. PERMIT #: b3 - a`\ ADDRESS: CONTRACTOR: k Cj' (- o PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. z i ngineering K ' Sw 0Fire Public Works OZoning Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: I/ PERMIT#: (!)3 - ADDRESS: CONTRACTOR: --\ Q)AOr--' PHONE #: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** X j - 2, ct7 aff-," V--I-ef The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. D) E n eering OFire ublic Works s Zoning D Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELFIATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 344 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 99, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area If necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE 0 GPS (Type): 0 - ##' - ##.#if' or ##.009# NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2 COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAPAND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flood'mg) 1202890045 E 4117t95 4/17/95 A 24.6 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe): 1312. Isthe building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction Anew Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR AM, ARIAE, AR/A1-A30, ARIAH, MAD Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum ConversiorVComments _ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 29. P.M o b) Top of next higher floor 38.6 ft.(m) U) o c) Bottom oflowest horizontal structural member (V zones only) NIA. R(m) a o o d) Attached garage (top of slab) 29. 4 ft.(m) woe) Lowest elevation of machinery andlor equipment m servicing the building (Describe in a Comments area) 29.0 fL(m) E o o f) Lowest adjacent (finished) grade (LAG) 28.0 fL(m) m P o g) Highest adjacent (finished) grade (HAG) 29. 5 ft.(m) o h) No. of permanent openings (flood vents) within 1 fL above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILUAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. M ADDRESS CITY STATE ZIP CODE 320 E. SOUTH ST E TE. ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 10/20103 (407) 426-79794)—FE—MA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, andbr Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 344 APPALOOSA COURT CITY STATE .;— ZIP CODE I Company NAIC Number ISANFORDFL32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), oornoete Items Et through E4. If the Elevation Certificate is intended for use as supporting iniorrPztion for aLOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top ofthe bottom floor (inducing basement or enclosure) of the building is _ ft(m) _in.(cm) above or below (check one) the highest adjaoent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6$ with openings (seepage 7), the next higher floor orelevated floor (elevation b) of the building is _ ft(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.ion frontof form. E4. The topof the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunity'sfloodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative whocompletes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, a G and E are cored to the best ofmy knoWedge. OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the oommunitys floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from otherdocumentation that has been signed and embossed by a licensed surveyor, engineer, orarchitect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued orcommunity4ssued BFE) or ZoneAO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in ZoneAO) depth of flooding atthe building site is: _ _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF. -SURVEY DESCRIPTION: (AS FURNISHED) LOT 99, BAKERS CROSSING PHASE 2 , AS RECORDED IN PLAT BOOK 62, PAGES 97 THROUGH 99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 6=46'05'42" R=25.00' L=20.11' CB=S23'02'50"E C=19.57' 1' - 40' GRAPHIC SCALE 0 20 40 I LOT 96 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 29s LOT 100 gee S90ONN ADIAL 152.34' 30 S.4' r_ I A/C'PADI) 1 ww COVERED z vl ENTRY OT Ir uo a TWO STORY o;',•I,•w Nw r='•i': I CONCRETE 'BLOCK WOOD FRAME L3'- I RESIDENCE 25.5• a 1`'d •3` FINISH FLOOR ELEVATION=29.75 I b 3rd 1 C . 1II I I I N90V0 00'E RP 25.00 e IIIIIIppp O10 EK 4 TIN 3 0 I.9s e5 I N90'00'00"W ti 125.00' -71 LOT 97 I LOT 98 X0 4 J3 1 D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA COLUMBUS C. JONES CH MORTGAGE COMPANY, T , LTD. NOTE: PI LUSITANA WAY---- L! 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGENDINCONSISTENCIESHAVEBEENNOTEDONTHE SURVEY, IF ANY. BUILDING SETBACK LINE FNU NAIL AND DISC CENTERLINE LB #6393 (01/26/03) 2. PROPERTY CORNERS SHOWN HEREON WERE RIGHT OF WAY LINE 0 SET 1/2- IRON ROD AND CAPSET/FOUND ON 10-17-03, UNLESS OTHERWISE 1 1 A EXISTING ELEVATION LB 16393 (01/26/03) SHOWN. CORNER NOT ACCESSIBLE CONCRETE 6 DENOTES DELTA ANGLE 3. TIME SURVEYOR HAS NOT ABSTRACTED THE L LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR C.B. DENOTES CHORD BEARING WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE AFFECT THE TITLE OR USE OF THE LAND. PCP PERMANENT CONTROL POINT PI PRC DENOTES POINT OF INIERSECTIO14 DE140TES POINT OF REVERSE CURVATUREP) M) PER PLAT MEASUMEASUREDRED PT DENOTES POINT OF TANGENCY 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FNO FOUND TYP TYPICAL LOCATED EXCEPT AS SHOWN. C/W CONCRETE WALK A/C COW Ana CONDITIONER CONCRETE BLOCK WALLS/WCk' SIDEWALKCONCRETE PAD RP RADIUS POINT 5. NOT VALID WITHOUT THE SIGNATURE AND THE CS CONCRETE SLAB 011U OVERHEAD UTILITY LINE ORIGINAL RAISED SEAL OF A FLO131DA LICENSED C CHORD LENGTH PARKER ID POL IDENTIFICATION POINT ON LINE SURVEYOR AND MAPPER. RK RADIUSKAION PCC POINT OF COMPOUND CURVE POC POINT OF CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND TIME SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA MT14IN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON TIIE SOUTHERLY LINE OF LOT 99 AS BEING S90.00.00" E PER PLAT. FIELD DATE:) 7-18-03 REVISED: SCALE: I" = 40 FEET APPROVED BY: WRM ASM41789 FINAL 10-17-03 CKB JOB NO. FOUNDATION 8-11-03 CKB DRAWN BY: VLOT PLAN 5-15-03 SOO AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L316393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 SURVEY, SUBJECT TO THE SURVEYOR'S NOTES ONTAINEO HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH 3Y THE FLORIDA BOARD OF PROFESS1014AL iURVEYORS AND MAPPERS IN CHAPTER 51G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. La -Z1-v3 FOR n1E FIRMAILLIAMMSCATELLOJSM#4 28 DATE PLOT PLAN DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 49, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN S89'35'18"E A DISTANCE OF 233.11 FEET; THENCE RUN NORTHERLY A DISTANCE OF 82.96 FEET; THENCE RUN N15.09'43"E A DISTANCE OF 85.13 FEET; THENCE RUN N31'09'59"E A DISTANCE OF 79.73 FEET; THENCE RUN N61.11'51"E A DISTANCE OF 51.74 FEET; THENCE RUN EASTERLY A DISTANCE OF 346.13 FEET TO THE POINT OF BEGINNING; THENCE RUN N25.01'00"W A DISTANCE OF 82.76 FEET; THENCE RUN EASTERLY A DISTANCE OF 152.34 FEET TO A POINT ON A NON —TANGENT CURVE, SAID CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 46'05'42", AND CHORD OF 19.57 FEET BEARING S23'02'50"E; THENCE RUN ALONG ARC OF SAID CURVE A DISTANCE OF 20.11 FEET; THENCE RUN SOUTHERLY A DISTANCE OF 56.99 FEET; THENCE RUN WESTERLY A DISTANCE OF 125.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.24 ACRES t. LOT 99 CONTAINS 10.644 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 526 SQ. FT. i TOTAL SOD 8011 SO. FT. t GRAPHIC SCALE 0 20 40 I- zW C _ NW O z '' N L'I = o I- M a 00 '=a 0_ U ovsd0 153o . x(nmoxgm N m a 233. BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MLW: 50' Q_N90 0 D*E 1NOTE: RP 25.O0' WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. 3 LOT 100 ci 9" S9O'00'00"E NON -RADIAL 152.34' N90.00'0_0"_E 0OO2] 01, LOG O'E A Ls 5 L0 Q On aoUmZ z z I o I 4 4 ri t` i a! O 346.13' °0'00kllq" IONFLOORSLABEoEVAT' LOT 96 ROWN i 0316" ,%'!` IIVGE OF ADJACENT ROAD UNLESS O a=46'05'42" OTHERWISE APPROVED w A UK R=25.00' j L=20.11' -- PI CB=S23.02 50 E UNNAMED ROADWAY OF PROPOSED BAKERS CROSSING, PHASE II C=19.57' t; c - 9 i ` `^, ,, a c w = r PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 99 AS BEING S90'00'00" E PER PLAT. FIELD DATE: ) REVISED: SCALE: 1 = 40 FEET APPROVED BY: WRM JOB NO. ASM41789 DRAWN BY: [LOT PLAN 5-15-03 SOO LEGEND BUILDING SETBACK LINE CENTERLINE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE ix PROPOSED ELEVATION POINT OF ND CURVATUREPPCCOCPOINTONCURVE J' PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT CONCRETE A DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY CALL) CALCULATED TYP TYPICAL FND FOUND A/C AIR CONDITIONER C/W CONCRETE WALK CBW CONCRETE BLOCK WALL SfW SIDEWALK RP RADIUS POINT CP PBG CONCRETE PAD BOOK R CS RADIUSCONCRETE SLAB PPLAATTNCSNATURAL GRADE R/W RIGHT-OFNWAY SO. FT. SOUARE FEET ORR OFFICIAL RECORDS BOOK AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAUD WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. S-Zo-03 FOR THE FIRM WILLIAM R. SCATELLO JR. PSM(/ 928 DATE CITY OF SANFORD PERMIT APPLICATION Permit # : y __ Date: Job Address: yA.00A lbuSio Description of Work: 6 Roams /Jt) K. Sy O Historic District: Zoning: Value of Work: $_ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Altemtion Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Requires Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Attach Proof of Ownership & Legal Description) Phone: Liu 7 - 39 3 - e >r 5' 7 State License Number: Contact Person: Phone: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance oMp rmiAverification that 1 will notify the owner of toe property of the requirements of Florida Lien Law, FS 713. 014/ Vf tl toa of O n Agent pate P ' nt Owner/Agent's N e C nature of Notary -State of Florida Date Owner/ Agent is Personally Known to Me or 14— Produced IDTY "— JQ, 3S -Z) APPLICATION APPROVED BY: Bldg: ( )Zoning: mina & ate) Special Conditions: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/ Agent is _ Personally Known to Me or Produced ID Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within I year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, 0,3L L :,h, e4 , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the pennitted structure. O'k kc, 6 ,/"."v3 Owner/Builder Si ature Date e0V1%ti J y.j __)D times Print Owner/Builder Name QS3 t'9 - 4 -u3 gn ture of Notary —State of Florida Date Owner is Personally Known to Me or has Produced I D 1. --- 10/09/2003 12:13 FAX 407 788 7488 SENTRY MANAGEMENT 10001/001 THE BAKERS CROSSING HOMEOWNERS ASSOCIATION INC STATEMENT OF ASSESSMENTS CERTIFICATE DATE OCT 9, 2003 SELLER: D R HORTON INC ACCOUNT #E 020099 ADDR: 344 APPALOOSA CT 142200 ATTN: LIZZETTE IRIZARRY ORH TITLE COMPANY OF FL 925 S SEMORAN BLVD STE 104 WINTER PARK FL 32792 FREQUENCY -OF ASSESSMENT PAYMENT(S): ASSESSMENT SELLERS RATE BUYERS RATE BALANCE DUE THROUGH 12/31/2003 INCLUDES CERTIFICATE FEE OF S 10.00) ADDITIONAL FEES TO BE COLLECTED AT CLOSING CAPITAL CONTRIBUTION TRANSFER FEE CLOSING DATE 10/30/2003 BUYER: COLUMBUS C JONES ADDR: PLEASE PROVIDE MAILING ADDRESS FOR BUYER ON WARRANTY DEED PHONE: (407) 812-7400 FAX# (407)812-7112 FILE NUMBER 030798-S ANNUALLY S 0.00 S 260.00 S i S 10.00 150.00 25.00 TOTAL DUE AT CLOSING $ 185.00 PRORT BUYER FROM DATE OF CLSG THRU 12/31 @ S260 ANN. REMIT TO ASSN-W/ 10 CERT. $25 TRANSFER A S1SO CAPITAL. THANK YOU. PLEASE FORWARD PAYMENT AND COPY OF WARRANTY DEED TO 2180 W SR 434. SUITE 5000, LONGWOOD, FL 32779. CHECKS CANNOT BE PROCESSED WITHOUT THE 77.:IE AKE CHECKS PAYABLE TO THE BAKERS CROSSING HOMEOWNERS ASSOCIATION INC DEBORAH R. KAREL. CLOSINGS MANAGER SENTRY MANAGEMENT. INC. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON OCT 9. 2003 BY OEBORAH R. KAREL. CLOSINGS MANAGER, WHO IS PERSONALLY KNOWN TO ME. THIS INSTRUMENT PREPARED BY: BY: JAIES W. HART JR./LK NOTARY PUBLIC ,, x Rebecca Stewart SENTRY MANAGEMENT, INC. MYCOMMLWONi MUM DM$ 2180 W SR 434. SUITE 5000 February 14 2007 LONGWOOD. FL 32779•SD44 o"wnLLUJtovFA muz4 -4WG (407) 788.6700 EXT 405 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL t 4 Back > Al r Seminole County iiopr rni rr 1101 9. First tit. WAY laotord t1.32771 407-66S-75II6 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000- Tax District: Si -Number0990SANFORD of Buildings: 0 Owner: D R HORTON INC Exemptions: Depreciated Bldg Value: $0 Own/Addy: STE 102 Depreciated EXFT Value: $0 Address: 6250 HAZELTINE NATIONAL DR Land Value (Market): $6,310 City,State,ZipCode: ORLANDO FL 32822 Land Value Ag: $0 Property Address: 344 APPALOOSA CT SANFORD 32771 Just/Market Value: $6,310 Subdivision Name: BAKERS CROSSING PHASE 2 Assessed Value (SOH): $6,310 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $6,310 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $132 CORRECTIVE DEED 08/2003 04964 1117 $100 Vacant 2003 Taxable Value: $6,310 WARRANTY DEED 06/2003 04960 0165 $579,500 Vacant DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Price Land Method Units Value LOT 99 BAKERS CROSSING PHASE 2 PB 62 PGS 97 99 LOT 0 0 1.000 6,310.00 $6,310 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. re_web. seminole_county_title?parcel=18203150600000990&cpad=appaloosa&cpad_num=:12/4/2003 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 99, BAKERS CROSSING PHASE 2 , AS RECORDED IN PLAT BOOK 62, PAGES 97 THROUGH 99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA O NOTE: 6=46'05'42" THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THER=25.00' THE REQUIREMENTS SET FORTH IN THE L=20.11' CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CB=S23'02'50"E C=19.57' 1"=40' GRAPHIC SCALE 0 N90'00'00•E D 20 4O RP 23.00I I LOT 100 ; B9 9s 1e S90'00'00"E \ a oIIQpO6NON -RADIAL 3 ` 152.34' n y yy V 1 3'x4' A/C PADO 310. •: NSO'QQ.Q rIa:.a• , r 21.00COVEREDr:,k.'<.r..;l,;-' QU< Z. f•. Lf i ENTRY :'t"3'•i..o Cri ua ..rz TWO STORY O r <--• U 1QHW .. "1 b CONCRETE BLOCK 2.3. • •'JT;'w.•. t6 QmW R e z1 O . iD:Q 4 & WOOD FRAME >, •;. I Z +:' m. J Q :O -J ;I: '; RESIDENCE FO +i FINISH FLOOR 25.5' r Q Z i ;, <y zu ELEVATIONe29.75 y I b 3 I a Q, W20 b Q LJ2 • r . 3 x4' 0 Ir1O. 4 N in 0 N m N90.00 00'Wtiryei125.00' In I I LOT 96 I LOT 97 LOT 98 0I O WZVK J P1CERTIFIEDTOANDFORTHE ---000EXCLUSIVEUSEOF: LUSITANA WAY DRH TITLE COMPANY Or FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE CO. OF PENNSYLVANIACOLUMBUSC. JONES FIRST HORIZON HOME LOAN CORP. NOTE: I. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-17-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN. V4A WrS $IIJLIRI AlF W Aef SAX0 OW $Maaf COWIY BEARINGS SHOWN HEREON ARE BASED ON111ESOU11iERLYLINEOFLOT99ASBEINGS90'00'00" E PER PLAT. FIELD DATE:) 7-18-03 REVISED: SCALE: I = 40 FEET APPROVED BY: WRM REV.CERTS: 10/29/03 JOB N0. ASM41789 FINAL 10-17-03 CKB OUNDATION 8-11-03 CKB DRAWN BY: LOT PLAN 5-15-03 SDO LEGEND BUILDING SETBACK LINE CENTERUNE RIGHT OF WAY LINE 1 1 4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRH PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT ki) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH P, PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 Q FND NAIL AND DISC LB /6393 (01/26/03) o SET 1/2• IRON ROD AND CAPLB /6393 (01/26/03) CNA CORNER NOT ACCESSIBLE DENOTES*DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVAIURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE P1 DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON UNE PCC POINT Or COMVOUNU :;U:••.: I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH r THE fL(>Yth'iA BOARD GF PkOf'ESSlGT.TAL URVEYORS AND MAPPERS IN CHAPTER HIC17-6, FLORIDA ADMINISTRATIVE CODE URSUANT TO CHAPTER 472.027, FLORIDA TATUTFS. For+ T„EAJSM#428 IRM LLIAM R. M SCATELLO DFA IE DEPARTMENT OF Community Affairs r 'ir 'ir Overview Product Search ir Product User: Public User - Not Associated with Organization - 3v a,a,e a 1 J Need Help ? Application #: FL3026-RI Date Submitted: 06/03/2005 Code Version: 2004 Product Manufacturer: Clopay Building Products Company Address/Phone/email: 8585 Duke Blvd. Mason, OH 45040 513)770-6062 Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies Evaluation Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Referenced Standards from the Florida Building Section Standard Year Code: FBC ANSI/DASMA 2002 1714.5.3.1 108 Florida Engineer or Architect Name: Gary Pfuehler Florida License: PE- 49850 Quality Assurance Entity: Omega Point Laboratories Validation Entity: John E. Scates, PE Authorized Signature: Scott Hamilton shamilton@clopay.com Evaluation/Test Reports Uploaded: PTID 3026 R1 T 1000W3-16- Rev02.pddf PTID 3026 RI T 1000W5-09- Rev02.pddf PTID 3026 RI T I00OW5-16- Rev02.pdf PTID 3026 Rl T 4300W4-09- Rev02.pdf PTID 3026 Rl T 4300W4-16- Rev02.pdf PTID 3026 Rl T 4300W4-18- Rev03.pdf PTID 3026 R1 T 4300W6-09- Rev02.pdf PTID 3026 Rl T 4300W6-16- Rev02.pdf PTID 3026 Rl T 4300W6-18- Rev02.pdf PTID 3026 RI T 73W3-16- Rev02.pdf PTID 3026 Rl T 73 W4-09- Rev02.pdf PTID 3026 RI T 73 W4-16- Rev03.pdfPTID3026 RI T 73W4-18- Rev02.pdf PTID 3026 Rl T 73 W5-09- Rev02.pdf PTID 3026 Rl T 73W5-16-HY- Rev02.pdf PTID 3026 Rl T 73W5-16- Rev02.pdf PTID 3026 Rl T 73 W6-09- Rev02.pdf PTID 3026 Rl T 73W6-16- Rev02.pdf PTID 3026 RI T 73 W6-18- Rev02.pdf T PTID 3026 Rl T 94W6-18- Rev02.pdf PTID 3026 R1 T CIIW4-16- Rev02.pdf PTID 3026 Rl T CIIW5-09- Rev02.pdf PTID 3026 RI T C11W5-16- Rev02.pdf PTID 3026 RI T Clopay EPS Manual.pdf PTID 3026 Rl T Clopa Syemi- Custom Reserve Supplemental Manual.pdf PTID 3026 R1 T Clopay Shiplap Pan Manual.pdf PTID 3026 RI T Clopay Torsion Spring Manual.pdf PTID 3026 Rl T Clopay Wood Manual.pdf PTID 3026 RI T FL3026RI Statement of Revisions.pdf PTID 3026 Rl T FPA ResiModel Info Rev07.pdf PTID 3026 Rl T RHISW5-09- Rev03.pdf PTID 3026 RI T RHISW5-16- Rev03.pdf PTID 3026 RI T WMDCODE j6-YALUATION ENTITY Gary pfuehler, P. E. 5665 Green Oak Court Fairfield, OH 45014 Product Evaluation Report for Florida DCA Evaluation Report # 4300W4-09 MANUFACTURER Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513.770.4800 Statement of compliance: The Clopay Building Products Company sectionaldoors as described on the drawings listed below meet the designandtestpressuresshown. Based on the testing and rational analysis detailed below, this product is evaluated to be incompliancewiththefollowingprovisionsoftheFloridaBuildingCode: go outside the HVHZ: Wind loads (tested incompliance with FBC 1714.5.3.1, ref. ANSUDASMA 108 or TAS 202) O Inside the HVHZ: Wind Loads for HVHZ (tested in compliance with FBC 1714.5.3.1, re£ TAS 202), 1625 clic Tests for HVHZ ref. TAS 203 16261m ct Tests for HVHZ ref. TAS 201 DO skin Insulated (exterior skin 27 ga min.; interior skin 27 ga. min.) Description ofProduct: Single -Car (up to 910" wide) WINDCOibe W4 Garage Door Design Pressures: +28/-29 Test Pressures: +42/43.5 Specific Models and Technical Documentation: Model Test Report Drawing No. Comments 440pW4, 4401 W4, C31"7ing approved per HCN-5A, HCN-5. Low head room track approvedMGW4, HDGLW4, HCN-21 101652-Rev05 per HCN-126. 4300W4, 4310W4, 4301 W4 Sp20W4, SE20W4, HCN-21 101652-Rev05 66: SF2OW4 4, 67W4, 68W4 HCN-21 102049-Rev03 H400W4, H401 W4, H310W4, H300W4, HCN-21 102488-Rev02 H301 W4 per HCN-5A, HCN-5. Low head room track approved per HCN-126. Glazing approved per HCN-5A, HCN-5. Low head room track approved per HCN-126. Model uses horizontal reinforcement; door height does not effect performance. Installation requirements: installation must be in accordance with manufacturer's installation instructions. Limitations and conditions of use: Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional ofrecord for the building or structureandinaccordancewithcurrentbuildingcodesfortheloadslistedonthedrawing(s) referenced above. Certification ofIndependence of Evaluation Entity: I hereby certify that (1) I have no financial interest in Clopay BuildingProductsCompany; (2) I am an independent licensed Professional Engineer in the State of Florida; and (3) I comply with the criteria of independence as stated in 9B-72.110 F.A.C. Signature: Gary Pfu er, P. E. Florida P. E. No. 49850 Date: :l :Slmj FILE: 430OW4.09-Revo2 CLOPAY MODELS 4400. 4401 (24 GA. EXTERIOR SKINT CI OPAY MODELS HDG. HDGL, 4300. 4301. 4310 (27 GA. EXTERIOR SKINT IDEAL MODELS SP20. 1,E20. SF20 (27 GA. EXTERIOR SKIN) OPTIONAL WINDOW LITE OSS GLASS OR 1 ACRYLIC AVAILABLE OPnOMLL ARLYLIC CLALIIG R PLASKOUTE OFM OR LUCRE CP APPRWID CC2 PLASTIC N AOCORD"E WITH IBC/FBC 2e0e (SEE SECTION B-B) r A A, 0IE41, 0 1---I sii MEa CO1T III III 111 111 III III I 1 I HINGE OFFAL it I itI1==== i L Too POINT LOCKING rF - = -= . Y i; F----Elii:= MAX DOOR WIDTH . S'-0' 4) / 14d/B' SHEET METAL SCREWS O 4) 1/4'.3/4' SELF TAPPING SCREWS 14 G EMO ANC[ 1R G INi[AY[DYTE HINGE NOTE: 14 GA, ODEALFDLATE MINIM ON 24 O OOERIDR SKIN DOOR MOMS.) HORIZONTAL TRACK SUPPORT BY DOOR06TAlER (TO SUIT)' FRONT FRAME WOH aV. caTTNW aN oLRRSIDE SURFACE CA> 7N0LITE RETAINER MOLDED INSIDE J —mnm B-B OPTONAL 10 SCRUN WINDOW LITE 13 O GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/1e'0-5/e' WOO) LAG SCREW.. Tg mN 'o_'TI°N LHR TOP BRACKET DOUBLE HORRONTAL HEADROOM DOWTRAC KTRACK AVAILABLE AS AN OPTION T2 GLLV. = TRACK. DOUBLE TRACK N TTIACK TIDCIDILSS: ' LOW HEADROOM OPTION Ltt . L. ja TW. 2-1/2 12 O GALV. STEEL TRACK BRACKET. IRACkBRACKETPOLSIDEDISTANCEBETWEENTRACKSRACKESNOTItEXCEED30' D.C. (FACTORYATTACHED) 2.5 YELLOW PINE JAMB 12 O QALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE WOOD LAG SCREW PER BRACKET. 2' CALv. STEEL TRACK FASTENED TO TRACK BRACKETS EACH BRACKET WITH TWO 1/ 4 RF/ETS RCON FICURATIIM 3 SNAP LATCH ENGAGES ONTO VORIGIL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE IEYED END IANDUE SILL INSIDE HANDLE NNrAn[ K tvrn I wr eLUR L RCN K_MY OPTON yEWTPAK JAYR ATTAC/Ndi /C-00 Rl1Y5L dl D000 P9 YRL C11NtlR:_ rfILASNV 3/YTK4' SIEEVE AIICIDRS ON 24' CEITES BOTH C- OO BLOCK OR 2000 PSI MIL CONCRETq OR 1/4TH4' TAPCCI SCREWS ON 24' CENTERS (2000 PSI MN. CONC EM. WASHERS INCLUDED WITH SIEEVE ANCHORS. 1' 0.0, WASHESTWO IRE" D WITH TAPCONS ANCHORS WAY ITRAMLOCKING BE CO NTOtSL K (NTT NOT REOLATED) TO PRW A FLUSH110U1/T1/10 SLRIFACL HORIIONUL AMBS DO NOT TRANSFER LOAD. I"JWB A Ar Vi p FRAYS "ODn"WG41• 1/2'a' VD SCIETS ON x4TCENTER3. 1- o.a WASHER REQUIRED. LAG SCREWS RAY BE COUIIIERSIDOL (BUT NOT REQUIRED) TO PROVIDE A HUSH MO NTM SURFACE IDRQONUL PJM DONOTTRANSFERLOAD. 2' THICK SILICONE FILLED CRV84M SEPARATES FRONT AND BACK SIN OF DOOR lA5' THICK 1/ m= FOAM INSULATION LAMINATED TO B NHSXTERIIAIDNA7EDINBOTHEXTERIORANDINTERIORSKINS. 12GAGLLV. STEEL TOP ROVER 9AOtFF. EACH INJECT Y SIUCIGET 1E1AL3) TO" ANDGROOIE JODDS 2-1//4' TALL E 20 GA. GALV. STEEL U-BAIL TWEE PER DOOR. ATTACHED WITH (2) 1/ 4']/4' SElP TAPPIND SCEWS d EACH 10DE LOGTKM. 27 O ST[ F1 ONIEDOR SIGN WITH G-e0 GAIYAMmNO. BYCED-•ON PRIIER AND ABAKED-ON POL14SiFR PAPNTm TOP COT. A' O GLLV. STEEL BORON BRACKET• ATUCHED WTIN (4) /th5/e' SHEET IIEUL AWI NAM ATHE STRI SLIDE BOLT WAEY , ILOCK' Q VINYL WEATHERSTRIP. END s'" ENGAGES L STILE INTOVERTICAL TRACK ONE END I= 0 STIE EACH SEE 1- 1/4- PAN OF DONE. HEAD SCREW. INSIDE S KDE BOLT_ 10 SCREWS PERLITE) LOCK HIS C OS DESIGN OUTSIDE LOADS FOR THE WIND SPEEDS LISTED BELOW HANDLE ACCORDING TO THE FLORIDA BLDG. CODE OR IBC (ASCE7) FOR THE FOLLOWING LOCK BAR CONDRK) : 1) ENCLOSED BUILDING, 2) DOOR ENGAGES IN STOP MOULDING BY DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE. TRACK ON INSTALLER (TO SUIT) 3 R IMPOTANCE FACTOR OF1.0 a) ANY EACH SIDE SLO I Iry MR LOCKING. Di DOOR 1e a utv. STEEL DO STILL END STILES HELD BY HINGE SCIM) WIND SPEED MPH S 700 110 110 120 IXPOSURE B or C B C B MEAN ROOF KEIGHT1 30' 1 30' 1 24' 30' THE OPTIONAL GRAZING SHOWN ON THIS DRAWING ME THE 1e GA. IRA. GALV. STEEL CENTER HINGE WOW LOIN REOUIIEHEMTS OF THE FLORIDA BUILDING CODE FASTENED TO IM37DE SIN W//INTERNATIONAL (4) OR INTERNATIONALCODEBUTDOES = MEET THE EACH /14d/B' SHEET MET Ai SCREWS. dPACfRLSISTAM REDUIROENf FOR WWOBORNF OEBR6 14 QL CALV. STEEL ROLLER HOLE REG1016 R6. c1AProNte FASTENED TO EW SW EACH DESIGN pmHA,RK 53P.L 14d/K SHEETYTEXAS P.E. /01513 Y STEEL ROLLER. PTO TEST IONS: 2.0 P P.S.F. Q 3,5P P.. TEST LOADS: 142A PSI. Q -41e PSJ. 27 GA. MIN. STEEL EXTERIOR SIGN WITH G-40 GALVANQINO, AWED -ON PRIM MID AA 84(ED-ONPOLYESTERPANIEDTOPCOAT. E°yALUATION ErITITY Gary Pfuehler, P. E. 5665 Green Oak Court Fairfield, OH 45014 Product Evaluation Report for Florida DCA Evaluation Report # 4300W4-09 MANUFACTIME Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513.770.4900 Statement of ComaHance Co sectional doors as described on the drawings listed below meet the designTheClopayBuildingProductsCompanyrationalanalysisdetailedbelow, this product is evaluated to be inandtestpressuresshown. Based on the testing Code: compliance with the following provisions of the Florida BuildingcompliancewithFBC1714.5.3.1, ref. ANSUDASMA 108 or TAS 202) Outside the HVHZ: Wind Loads (tested inpinsidetheHVHZ: Wind Loads for HVHZ (mod incompliance with FBC 1714.5.3.12 ref. TAS 202), 1625 lic Tests for H1%w ref TAS 203 1626 Tests for ]HNM ref. TAS 201 Double -skin Insulated (exterior skin 27 ga. min ; interior skin 2? ga min.) Description of Product: Single -Ca (up to 9'0" wide) VANDCOW W4 Garage Door Des' presssuues: 28/-29 Test Pressures: '+4y43.5 Specific Models and Technical Documentation: No. I n.aPt Test Report 4400W4, 4401 W4, HDGW4, HDGLW4, HCN-21 430OW4, 4310W4. 4301 W4 SP20W4, SE20W4, HCN21 SF20W4 66W4, 67W4, 68W4 HCN-21 H310W4, H300W4, HCN21 H301Wa I Glazing approved per HCN-5A, HCN-5. Low head room track approved101652-Rev05 per HCN-126. 101652-Rev05 C' approved Per e. ur m-176_ 102049-Rev03 G ' g approved 1 ner HCN-126. Low head room track approved room 102488-Rev02 Model uses horizontal reinforcement; door height does not effect performance• LnAallation rcrtnlremefl : lnsuamon must be in accordance with manufacturer's installation instructions. are not covered. Limitations and conditions of use: Jambs, lintels, sills t other structural oftheeproffeessioonnal of record for building or structure The design of the supporting structural elements shall be the resplisted s referenced above. and m accordance with current building codes far the loads listed on the drawing( ) Certification ofInd ! ndenee ofEvaluation Entity: I hereby certify that (1) I have no financial interest in Clopay BuildingProductsCompany; (2) I am an independent licensed Professional Engineer in the State of Florida; and (3)1 comply with the criteria of independence as stated in 9B-72.110 F.A.C. Signature: Cary PfiwKer, P. E. Florida P. E. No. 49850 Date: :;l FILE: 4300W4-09-REv02 FLOO DUDE PRODUCT APPROVAL 300 2SHI o3 OPAY MODELS 4400. 4401 (24 GA. EXTERIOR SKIN) CLOPAY MODELS HDG. HDGL, 4300, 4301. 4310 (27 GA. EXTERIOR SKIN) SNAP LAMM DVAM IDEAL MODELSonoF20_ SE20. SF20 (27 C.A. EXTERIOR SKIN) 'M LATCH r ACR AVA1 0 TMM% AnoARRCriICat.AM rAcX sm[ a 000a ssnoNc rum C)W# a SEPAPA a s PLAmIOMn aPta OR =M CP APPROVW FRdrt Am SACK SM OF OM CC2 PLASTIC K ACCORWAM WITH OWN - 2we cm ommm S'E) A A - 1OIMIIOmPOL r --t r---- =-t r _ _= t r =- _ t row esuAmN LwouaoIk---- 1;===-i; l!k--- ; 1;-=-_ t;1 an t Imm Do to eom CatRIM AO r r r r r 1 ( r m olo ill I` III 11 i'I I ill _ _ 1i wutoLl STILE A INTIfiOR sIKIPS last DUAL IF =_- _il IF-rra tF__rs i - _ a IIANBL e FMK rare'a" It as mv. 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A -47A PAT. tp'.'-t ff '•`+':r, . M tit'-w t` yTt s' CITYOF SANFURD PERMIT APPLICATION ctiti„ram`; (ta Permit # Date: Job Address: AKP(' t ns4 i n OT 99 39q A oOG 1005 A_, C 011. 1 5AA)4'Os64- L, 3 D773 Description of Work: SC veer) ryClc>Sut^ Historic District: Zoning. Value of Work: $ —` Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # ofAMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) a i Parcel #: Owners Name & Address: Contractor Name & Address: L . Az-" I Phone & Fax: yD7 -30D-A 4 / 3 I L/07-.3.V -30fi0 Contact Person: Bonding Company: Address: Attach Proof of Ownership & Legal Description) L. Phone: -1 U / ' C--, 1 t \V u) 131"h 31-. S)AnlgorA State License Number: C R C- 0 579!2 a _ tnMrvP Rr\C%A1J Phone: 'y3_j i 3 Mortgage Lender: Address: rrArchitect/Engineer: LA,y eP-Qe e- G . R P A ti n'TT Phone: (32M -7(D--(77 " Address: P.o. Gov of y m A SoLay, Z),a T01V R FL 3DIa I Fax: G ore_ %(n% lqe$(p Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN YOI:JIi PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit ' erifica S' na re of Own le Print w r/Agent's Sign' ture of Notary -State of F Owner/ Agent is P rsona Produced ID M3 APPLICATION APPROVED BY: g: Special Conditions: Ywill notify the owner of the pr perty of the at Elo \ lorida Date ARYSEAL Ilv LTON OF FLORIDA ILY 26; Zoning: Sign re of ContraPrint ontractor Signature of 'otary Contractor/ gent is Produ edID Date) ( Initial & Date) Lien Law S 713. V l to— r/A ent Date t' s me OFFICIAL NOTA PATRICIA COULTON e ARY PUBLIC STATE OF FLORIDA FD: Initial & Date) (Initial & Date) CITY OF SANFORD PERMIT APPLICATION Permit #:— Job Address Description of Work: Historic District: t t list fs N-` IF t u{yg y Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # f Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Reside tial Commercial Industrial Total Square Footage: (4 D Q Construction Type: Ur. # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address:.L Contractor Name & Address: Phone & Faze Bonding Company: Address: Mortgage Lender: M Attach Proof of Ownership & Legal Phone: Number: nM-0'__-4Phon_ Address: Architect/Engineer:s_OCT 17 2003 '' Phone: J` Address: Fax: Application is hereby made to obtain a permit to do'tW.--ork d ta t Vi rtify thatho work or installation has commenced prior to the issuance of a permit and that all work will be perfor ir'04 m s o Ij in construchin in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,'PLUMB G G L RNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y'OCm PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 32 2 2- NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance mi is ve ' tcation that 1 will notify the owner of the property of the requir enis of Florida Lien Law, fS 713. Signature of Owner/Agent Date Si ature of Contractor/Agent I Date y " ALL 1/gWSO1u O l` • n' iA CD ram. Pri O A ent s Nam Prim Contractor Name ty 0oad—rn 8.° Sig Lure of Notary -State of Flo •da , Date Signature of Notary -State of Florida toDate n tv d W'2 Yvonne M Alday domrniWQfbQ0Q9K2Wn to Me or APPLICATION APPRf)VF.D BY: Bldg - Initial & Date) Special Conditions: o n O Vcnw s' Contractor/Agent is Personally Known p Me or LroducedID o l0 Zoning: Utilities:_ FD: _ Initial & Date) (Initial & Date) (Initial & Date) 10/01/2003 15:09 407-850-6871 SIGNATURE POOLS PAGE 05 1111111Ulu i11NI11Hin11DOIIII loons 1111uarpgnllru Permit No MARYANNE MORSE, CLERK OF CIRCUIT COURT VENINIILE MWTY DK 04973 PG 0556 C;LERKI S # 20631461 lA FECORDED U/ 20/2003 6214SW PN FECORDINS FEES 6.00 FECORDED BY L McKinley Tau Pamel Number NOTICE OF COMMENCEMENT State of Florida Prepared by: Byron Maddox for Signature Pools, Inc. o eb Courtt)r.' SEMI N04c- 2318 Homewood Piave Orlando, F132809 The UNDEFtSIONED hereby gtvls netfoe4UW aaprovemwst wffl be aside to oe latn real property, and in accordance with Chapter 713, Flodit ftMutes, the following information to provided in this Notice of Commencement' L wT 1i 1. Oesaription of Property: Bakers Crosshig * Metes & 13ouuds * Semahliole County 344 AWalooss Court. Sallf-00 13Z773 _ legal dowrlp0 m of floe prolm". one dNAI aerie a weiYslc 1 2. General description of Improvement: 11VGROUND SWIMMING POOL SCREEN ENCLOSURE 3. Owner information. a. Name and ad&ess D. R. Horton * 6250 Hazelton National Drive, Orlando, F132822 b. Interest in property ti- St 1^c FLc o. Naas and addrese of fee simple titleholder pl other thol orlrrorl d- Contractor. ( name and address) a. Phone number (437)868-11036 __ Eox number 07 ),RfilLB871 - S. Surety: O:tkr instal LUNf a. Nafm and address r1arnn b. Phone number a. Amount of bond 3 S. Lender. Name and address a. Phone number( 1 -- Fax number( T. Persons within the Stets o1 Florida designated by Owner upon whore or o79w docurna nts may be served as provided by ftl tl01t T1&13(1}(a)7., Flarlda Sbeluhre: a. Name livid address 0\0 —_ b. Phone number j I Fax number 8. In addition to himself. Owner deaVates t) of to rscel%* a copy of the Lienoes Motioe tee provided bn Section 713.13(t)(b), Florldes 3tafubgs.. al. Phone number( 11 Fax numisserf l 9. Expiration data of NoSm of Conumneen ent (the sxplmdon date is 1 year InM the date of moording unfaes a dlff'emnt date Is 0. slonahoe of a STATE OP PLOFUDA COUNTY OF f rPrint Nameof*~ l7 • - }t (C Affirmed and subscribed before me this 10 day ofA4,-4"r w by 1Zo R4C—f rson allir known to me or who has produced type of 0) as ldentftntlon. n.. Af. PlMIM MAIA4IANFOTAn % W Comm Ev. 81181D C " No. CC 937724 AI wyKW. 11 MW LIX 911amtur ary Pu Iwo Stan of "o F4tM. Type a lttemp Net+. nr oury ttallieol 17, 9/ ,, [ S/ANFOR/AI U/MINUM PRODUCTS, INC, 1......DITB ISSUED...-......L.._.._._...........--- yy APP,o.ooJ.q...Gt — Qokc,rs Cka ri;;JG - Jo For 0fi ADOAE53..........._.._............ ...... os TY B.../ 0.a.)......se— R Gam/ 9....................._............_......................_.......... Doors......._......_,._.. _.._..__.._._.__ 3U,.sAs...!..........f...`.`!._` ...._ `rlcr.....-.......J. 's- IA .Qo HAIA RAIL HT ......... 'Z'Y ...........Am CHOAD9... ..... 7...... —COLOR Roo.0....... -!-!iID3S.G IAGRAM _...-- ------13 Imo---- 1) b C a) HoN6a` Shop Foot F. O. ) . Brun Bm. X n Cols 6 6 6 6 9 3 u 3 X3 3N0 G(, r o w w d3 9 6 9G G is S6 113 C- 0, LIN L,. ' ri ° p e a- 3 v M u S 0 K- 38 9 z x 3 I 0 e , 3 K— 3o i6 I PLANS REVIEWED CITY OF SANFORD Job /ova SANFORD ALUMINUM PRODUCTS, INC. Job L 1 4S`6-A) o r —/`. ,Zoo3 :No. oa _ albJOBNAM'E.::_........._......_.._......_......_.. __._..... _ ....DATE ISSUED.. 0..._.._.._._...... _. --- kl opJI/'.0.1, ooJ.._..0. ............_... dS C.Q0.rf" G -Sq"V ocIoaAD00.Eu..........._.._._...—_.._.._.._.._......_........_...... _._ Pod•Z SG'e.. eel"I -. . ..... Doors....... _.... ._- - — -- - I08 TYPE ..............._.........._............ _. F. O. J. X ..........AcR CHorDs..._....__...1._.COLOR Roor........... __SIDES............................A Bcun HAIR. RAIL HT........_......_„_. 0, 3 j I Bm. X DIAGRAM i 1 a ' a r-T ° cols eko J Z C Ica6' 0 9 9 00 S ago I g 2 rr Axy H 0 0 Vo o 0 o X b, i6 9 00 S 33 6 l7031 1 1 1 cry 36 1y y I ` tky s,X I % 30 SCREENED ENCLOSURES I SECTION 1 W PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION SEE DETAILS SECTION 1) H H ALTERNATE CABLE SEE TABLE 1.3) 1" x 2" (TYP.) GRADE K-BRACING (OPTIONAL) CABLE CONNECTION GIRT (TYP.) (SEE DETAILS SECTION 1) TYPICAL DOME ROOF - ELEVATION SCALE: N.T.S. EXISTING STRUCTURE RISER WALL WHERE ALUMINUM BEAM W REQUIRED TABLE 1.1 OR 1.8) PURLINS (TYP.) L SIZE MEMBERS PER DIAGONAL ROOF BRACING APPROPRIATE TABLES SEE SCHEMATIC SECTION 1) CABLE BRACING H K-BRACING (OPTIONAL) GIRT (TYP.) SCREEN (TYP.) Sw ALUMINUM COLUMNS (TYP.) TABLE 1.3 OR 1.6) PERIMETER WALLS FRAMING 1" x 2" (TYP.) SEE TABLES 1.3 AND 1 A) TYPICAL DOME ROOF - ISOMETRIC SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-3 SECTION 1 1 SCREENED ENCLOSURES 2"x4'OR2"x6" SELF MATING BEAM 1" x 2" SNAP SECTIONS ATTACHED TO 2" x 2" W/ 10 x 1-1/2" S.M.S. @ 24" O.C. OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION 1" x 2" OPEN BACK FASTENED TO POST W/ (2) #10 x 1-1/2" S.M.S. ATTACH 2" x 2" PURLINS TO SELF MATING BEAMS W/ (2) 10 x 1-1/2" S.M.S. INTO SCREW BOSSES PAGE MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) I i I GLOM-- - - - - - - -- IALTERNATEFLATROOF I SELECT FASTENER SIZE, NUMBER AND PATTERN SEE TABLE 1.6 & 9.5A OR 9.513) 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: 3" = 1'-0' Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386)767.6556 p © COPYRIGHT 2003 1-$ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1 OTDAo SCREENED ENCLOSURES SUPER OR EXTRUDED GUTTER STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT I ALTERNATE TRANSOM UPRIGHT SCREW PATTERNS MAY VARY SEE TABLES OR NOTES FOR SIZE AND NUMBER OF SCREWS) BEAM CAP SCALE: 3/8" = 1'-0" 2" x _" x 0.050" STRAP @ EACH BEAM CONNECTION AND @ 1/2 BEAM SPACING W/ (2) S.M.S. PER STRAP SEE SECTION 9) 2" S.M.S. OR LAG SCREWS SEE SECTION 9) SUPER OR EXTRUDED/T=4 GUTTER ANGLE OR RECEIVING CHANNEL (SEE SECTION 9 FO DETAILS) MAX. DISTANCE FROM FASCIA TO HOST STRUCTURE WALL 24" WITHOUT SITE SPECIFIC ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (388) 7674774 FAX (388) 767.6556 PAGE COPYRIGHT 2003 1 .20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1 SCREENED ENCLOSURES KNEE BRACE ATTACHMENT 6" ABOVE TOP OF GUTTER (MAX.) 2" x 2" ANGLE WITH (4) S.M.S. SEE SECTION 9 FOR SCREW IZES) EACH SIDE TO BEAM TO SUPER OR EXTRUDED GUTTER FASCIA AND SUB -FASCIA 2 x 6 BEAM - SCREEN ROOF COMPOSITE 2" x 3" EAVE GIRT r— — I SCREW SIZE I ® (OD ( SEE TABLE 1.6) I w 9) POST Q Q SEE TABLE 1.3) 45 " t o_ a > SCREEN w U) _ MAY FACE IN OR OUT) S2z0 Qq w IF KNEE BRACE LENGTH t= LENGT EXCEEDS TABLE 1.7 USE KNEE CE CANTILEVERED BEAM CONNECTION DETAILS 2) 2" SCREWS SEE SECTION 9 FOR SIZES) 2' STRAP - LOCATE AND ASTEN PER STRAP LOCATION DETAIL PAGE 1-20 REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL A FASCIA - DETAIL 2 SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTON& FL 32121 TELEPHONE (386) 787.4774 FAX (386) 767-6556 SOFFIT SUPER OR EXTRUDED GUTTER MAX. DISTANCE TO HOST STRUCTURE 24" WITHOUT SITE SPECIFIC ENGINEERING IPAGE124 I O NOTT O BIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREENED ENCLOSURES I SECTION 1 CABLE BRACING' General Notes and Specifications: 1) The following shall apply to the installation of cables as additional bracing to DIAGONAL bracing for pool enclosures: a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER I TOTAL ALLOWABLE WALL AREA' 1 1/8" 1445 Sq. t. /PAIR OF CABLESITOTALWALLABAOBO_ NT WALL + 50% OF ONE SIDE WA EXAMPLE: FRONT WALL AREA @ 100% (8' x 32') = 256 Sq. Ft. SIDE WALL AREA @ 50% (8' x 20') = 80 Sq. Ft. TOTAL WALL AREA = 336 Sq. Ft. 233 Sq. Ft. x 2 sets = 466 Sq. Ft. > 336 Sq. Ft.; thus two sets of 3/32" cables is required. b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER SIDE WALL CABLE '• P OF 1/8" ONE PER 445 Sq. Ft. OF WALL IDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS THAN 233 Sq. Ft. c) To calculate the required pair of cables for free standing pool enclosures use 10 o of each wall area & 50% of the area of one adjacent wall. NOTE: For wall heights greater than 9'-8", a minimum of (2) wall cables are required. Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (388) 767.4774 FAX (386) 767.65M NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I PAGEQCOPYRIGHT2003 37 SECTION 1 I SCREENED ENCLOSURES 5) #10 S.M.S. (MIN.) 1/8" x 1-1/2" x 8" FLAT B 0.125" PLATE OUT ON 45" ANGLE EYE -BOLT OR TURNBUCKLE FOR CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS Cat CORNER - DETAIL 1 SCALE: 3" = V-0" A ALTERNATE: USE (1) 1/4" x 1-1/4" FENDER WASHER EACH SIDE OF 1 'JAR FRAME MEMBER EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) B MIN. (2) CLAMPS REQUIRED10x3/4" S.M.S. EACH SIDE (T.YP ) FOR CABLES ®®95 MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTON& FL 32121 TELEPHONE (388) 767-4774 FAX (386) 767-65M PAGE COPYRIGHT 2003 1 .38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1 STAINLESS STEEL CABLE CABLE CLAMP SEE TABLE) NOTE: SEE PAGE 1-38 FOR NUMBER OF CABLES REQUIRED SCREENED ENCLOSURES 2" x 2" x 0.125" ANGLE 1/2" CONCRETE MIN.) FROM EDGE OF OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 2B SCALE: 3" = V-0" 5- /2" (6" NOMINAL) L SLAB (MIN.) 5d (MIN.) u 5d (MIN.) ti/ I SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR 3/32" CABLE AND 445# FOR 1/8" CABLE, FOR 3/32" CABLE 1 " x 121/2' CONCRETE AN RS\(MIN.) 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS @ FOUNDATION - DETAIL 2C SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPAGWOONSULTANT P.O. BOX 214368, SOUTH•OAFL 32121 TELEPHONE ( 38*4 FAX ( 388) 78 PAGE © COPYRI 1 - 40 NOT TO BE ED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 SCREEN d' VARIES 4" SHOWN 1" x 2" O.B. BASE PLATE (TYP.) o SECONDARY 2" x (d - 2 ") x 0.063" ANGLE EACH SIDE OF COLUMN W/ #10 -- S.M.S. SEE SCHEDULE NEXT PAGE) C e CONCRETEANCHOR SEE SCHEDULE NEXT PAGE) a NOTE: DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. COLUMN CONNECTION 2" 5d MIN.) (MIN.) offlAQ CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL SCREWS INTO SCREW BOSSES 2" x 2" x 0.063" PRIMARY ANGLE EACH SIDE 10 x 3/4" S.M.S. EACH SIDE SEE SCHEDULE NEXT PAGE) 5d' MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB E 1/4' 1-1/4' GRADE 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT TYPICAL S.M. OR SNAP SECTION COLUMN 2) #10 x 3/4" S.M.S. EACH SIDE PRIMARY 2" x 2" x 0.063" ANGLE 1" x 2" BASE PLATE (TYP.) C o a ° 0 d ° ° e Q e G 1-1/4" MIN. CONCRETE NOTE: SELECT CONCRETE ANCHOR EMBEDMENT ANCHOR FROM TABLE 9.1 6" (MAX.) 6" (MAX.) 3000 P.S.I. CONCRETE MAX. SPACING 24" O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 767.6556 COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 -47 SCREENED ENCLOSURES SECTION 1 y.7 1 CONNECTOR MAY BE (2) i':. ANGLES, INTERNAL'U' 1.1 CHANNEL OR EXTERNAL'U' CHANNEL EACH SIDE OF CONNECTING BEAM W/ SCREWS (PER SECTION 9) MINIMUM NUMBER S.M.S. @ 3/4" LONG REQUIRED EQUAL TO BEAM DEPTH SEE SECTION 9) J PRIMARY BEAM o (SEE TABLE 1.1 OR 1.8) a I I NOTE: CARRIER BEAM _ EXTRUSIONS W/ INTERNAL SEE TABLE 1.5) SCREW BOSSES MAY BE CONNECTED W/ (3) #10 x 1-1/2' INTERNALLY CARRIER BEAM TO BEAM CONNECTION DETAIL 1" x 2" OR 2" x 2" ATTACHED TO WALL W/ #10 x 2" S.M.S. @ 16" O.C. HOST STRUCTURE MASONRY OR FRAMED WALL (SELECT FASTENERS FROM SECTION 9) SCALE: 3" = 1'-0" PRIMARY OR MISCELLANEOUS FRAMING BEAM SIZE PER TABLES) I L LIJ0Wa BEAM TO WALL CONNECTIOR'DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 24388. SOUTH DAYTONA FL 32121 TELEPHONE (388) 187-A771 FAX (388) 767-6556 PAGE Q COPYRIGHT 2003 1-49 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 I SCREENED ENCLOSURES C Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30.30'-00" North (Jacksonville, FL) Hollow Sections Tributary Load Width 'W' Beam Spacing 3'.0' 1 4'-0' 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Span 'L' / bending b' or deflection 'd' 2" x 2" x 0.044" 9'-10' b 8'-7' b 7'-8' b 6'-11' b 6'-6" b 6'-l' b 5'-8' b 2" x 2" x 0.055" 10'-9' b 9'-4' b 8'-4' b T-7' b T-1' b 6'-7' b 6'-3' b 2" x 3 xx 0.045` 137' b 11'-7- b 10'4- b 9'-5- b 8'-9' b 8'-2- b 7'-8' b 2" x 4' x 0.050" 1 14'-8- b 12'-8' b 11'-4" b 10'4- b 9'.7- b 8'-11- b 8'-5- b Self Mating Sections Tributary Load Width 'W Be pacing 3'-0" 1 4'-0"1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Span 'L' / bending 'b' or deflection 'd' 19'-11' b 17'-4' b 15'-8' b 14'-2' b b 12'-3- b 11'-0' b 2" x 5" x 0.050" x 0.100" 24'-9' b 21'-0' b 19'-2' b 17'-6' b A 16'-2' b 15'-2- b 14'-3' b 28'-7' b 24'-9' b 22'-2- b 20'-3- b b 17'-6' b 16'-6- b 2' x 7" x 0.055" x 0.120' 32'-3' b 2T-11' b 24'-11' b 22'-9' b a1'-1' Y b 19'-9' b 18'.7- b 42'-10" b 37'-1" b 33'-2- b 30'-4- b b 26'-3' b 24'-9' b 2" x 8" x 0.072" x 0.2.24" 41'-7' b 36'-1' b 32'-3' b 29'-5- b 27'.3- b 25'-6' b 24'-0' b 45'-1" b 39'-1' b-34'-11" b V-11" b b 27'-8' b 26'.1- b 2" x 9" x 0.082" x 0.310" 49'-6' b 42'-11' b1 38'-4' b 35-0" b 32'-5- b 30'4" b 28'-7- b 2" x 10" x 0.092" x 0.369" 59'-0' b 51'-7" b 1 46'-l' b 27-1' b 38'-11' b 36'-5- b 34'-4' b Snap Sections Tributary Load Width 'W = Beam Spacing 3'-0" 1 4'-0" 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 11'-9" b 10'-2' b 9'-1' b 8'4' b T-8' b T-2' b 6'-9' b 2" x 3" x 0.045" 15'-1' b 13'-1' b 11'-8" b 10'-8' b 9'-10' b 9'-3' b 8'-8' b 2" x 4" x 0.045" 18'-5' b 15'-11' b 14'-3" b 13'-0' b 12'-i" b 11'-3' b 10'-8" b 2' x 6" x 0.062" 31'-3" b 27'-l' b 24'-2" b 22'-1' b 20'-5' b 19'-2" b 18'-0" b 2" x 7' x 0.062" 34'-9' b 30'-1' b 26'-11' b 24'-7' b 22'-9" b 21'-3' b 20'-1' b notes: 1. Thicknesses shown are 'nominal' Industry standard tolerances. No wall thickness shall be less than 0.040'. 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10# / Sq. Ft. for up to a 150 M.P.H. wind load. 4. $^ ' ^^^oaten fro iievi i an r eiit Bair^ ^'i^^ be de e MrellnnwAlJFln b. sn I t ex am spans greater than 40'-0' the beam at the center purlin and one purlin for each 14'-0' on each side of the center purlin shall Include lateral bracing as shown In detail (48'-0") span with purilns at 6'- 8' o.c. center puriln and (2) purllns each side of center purlin need lateral bracing. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 1W 5'-0" 11'-4" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DA rrONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767.6556 PAGE I COPYRIGHT 2003 1-C, NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1 SCREENED ENCLOSURES f Table 1.3 Allowable Post / Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # / sq. ft.' Hollow Sections Tributary Load Width Upright Spacing 3'-0" 1 4'-0" 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0- Allowable Helght'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 8'-4' bi 7'-3' b 6'-6' b 5'•11' b 5'-6- bi 5'-1' b 4'-10' b 2" x 2" x 0.055" 9'-1' tbT- 1V b 7'-1' b 6'-5' b 5'-11'b5'-7' b 5'-3- b 2x 3- x 0.045" 11'-3"'-9" b 8'-9' b 7'-11' b 7'-5- b 6'-112' x 4' x 0.050" 12'-5''-9' b 1 9'-7' b 1 8'-9' b I8'•1' b 7'-7' b 7'•2' b Self Mating ectlons Tributary Load Width U Spacln 3'-0" 1 4'•0" 1 5'•0" 6'-0" 7'-0" 8'-0" 1 9'-0" Allowable Height 'H' / bendl g>Lkdefiectlon 'd' 2" x 4" x 0.044 x 0.100" 16'•11" b 14'-8' b 13'-1" b 1 V-11' b 1 V-1- b 10'-4' b 9'-9' b 2" x 5" x 0.050" x 0.100" 20'-11- b 18'-1' b 16'-2' b 14'-9' b 13'-8' b 12'-10" b 12'-l' b 24'-2" b 20'-11 b j8'-9" b 17'•1' b 1 •10' b 14'•10' b 13'-11' b 2" Y, 7" x 0.055" x 0.120" 27'-3' b 23'-7' b 21'•1' b 19'-3' b 17'-10" b 16'-8' b 15'-9' b 2" x 7" x 0.055" w/ Insert 36'-3' b 31'4' b 28'•1- b 25'-7- b 23'-9- b 22'-2" b 20'-11' b 2" x, " x 0.072" x 0.224" 35'-2' b 30'-0" b 27'•3' b 24'-10' b 23'-0' b 2V-6' b 20'-4" b 2" x 9" x 0.072" x 0.224" 38'-2' b 33'-0" b 29'-6' b 26'-11' b 24'-11" b 23'4' b 22'-0' b 2" x 9" x 0.082" x 0.310" 41'-10' b 36'-3' b 32'-5' b 29'-7" b 27'•5" b 25'-8' b 24'-2' b 2" x 10" x 0.092" x 0.369" 50'4" b 43'-7" b 38'-11' b 35'-7" b 32'-11' b 30'-10' b 29'-l' b Snap Sections Tributary Load Width 'W'= Upright Spacing 3'-0" 1 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" 1 9'-0- Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 9'-11- b 8'-7- b 7'-8' b 7'-0' b 6'-6' b 6'-1" b 5'-9' b 2" x 3" x 0.045" 12'-9' b 11'-0' b 9'-10' b 9'-0' b 8'-4' b 7'-10" b 7'4' b 2" x 4" x 0.045" 15'-7' b 13'-6' b 12'-1' b 11'-0' b 10'-2" b 9'-7' b 8'-11' b 2" x 6" x 0.062" 26'-5' b 22'-10' b 20'-5' b 18'-8" b 17'-3" b 16'-2' b 15'-3" b 2".x 7" x 0.062" 29'-5" b 25'-5' b 22'-9' b 20'-9' b 19'-3" b 17'-11' b 16'-11" b For allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the specification page for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are 'nominal' Industry standard tolerances. No wall thickness shall be less than 0.040'. 3. Above heights do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. vita coe ific engineering requl oglJo nc osures over 20' Inmean roof height. 5. Height Is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2' x 0.044" min. and set @ 36' in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S.M.S. Into the screw bosses and do not exceed 8'-0' In span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 PAGEA "Cc I O NOT TO COPYRIGHT 0 BEREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P.E. SCREENED ENCLOSURES I SECTION Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Size Upright Size Minimum Purlin, Girt Knee Brace Size" Deck Anchors Notes Minimum Number of Screws' Beam Stitching Screw 24" O.C. 8 x 'A" 10 x 'A" 12 x X" 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 6 4 4 2" x 4" 2" x 3" 2" x 2" x 0.044" 2 Full La 8 6 4 rsE u 1 LTap 8 8 1\ 2" x 5" 2" x 3" 2" x 2" x 0.044" 2 Full La 8 6 4 F& u a p t 2" x 6" 2" x 4" 2" x 2" x 0.044" 4 Partial Lap 10 8 6 a t anla a n12 2" x 8" 2" x 5" 2" x 3" x 0 044" 6 Panlal Lap 16 14 12 c 14 3" x 0.045" anlal La t8 4 14 2" x 9"" 2" x 7" 2" x 4" x 0.050" 8 1 Panial Lapi 20 18 16 a 14 2" x 10" 2" x 8" 2" x 4" x 0.050" 1 10 1 Panlal Lapl 20 1 18 1 16 a 14 Screw Size Minimum Distance and S ac ng of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 8 5/16" 5/8" 2' x 7" x 0.055' x 0.120' 1/16' = 0.063' 10 3/8" 3/4" 2" x 8" x 0.072' x 0.224' 1/8' = 0 125' 12 1/2" 1' 2" x 9" x 0.072" x 0.224' 118" = 0 125' 14 or 1/4" 1 3/4" 1- 1/2' 2" x 9" x 0.082" x 0..306" 1/8" = 0 125' 5/16" 7/8" 1-3/4" 2" x 10" x 0.092' x 0.369" 1/4' = 0 25' 3/8" 1„ 2" Refers to each side of the connection of the beam and upright and each side of splice connection. 0.082" wall thickness, 0.310" flange thickness Note: 1. Connection of 2" x 6' to 2" x 3" snail use a full lap cut or 1/16" gusset plate 2. All gusset plates snail r)e a minimum of 5052 H-32 Alloy or have a minimum ylelc strength of 23 ks, 3 For beam splice connections the number of screws shown is the total for each spike with 1/2 the screws on eacn slee of the c,.: 4. The number of screws is based on the maximum allowable moment of the beam 5 The number of deck anchors Is based on RAWL R Tapper allowable load data for 2.500 psi concrete ano / or equal anchors mar oe used The number shown Is the total use 1/2 per side. 6. Hollow splice connections can be made provided the connection is approved by ;re engineer. 7. If a larger than minimum upright is used the number of screws is the same for eacn splice with 1/2 the screws on eacn sloe ci the cut. 8 All beam to upright ccrinections for 2" x 7" bearns or larger shall have an tnterna or external gusset plates Gusse: p;a:es are required for mansaro or gable splice connections. 9. For gusset plate connections 2" x 9" beams or larger use 3/4" long screws. 10. The side wall upright shall have a minimum beam size as shown above, ie., a 2" x 4" upright shall have a 2' x 3' beam. 11. Connect beam to upright w/ H-bar, gusset plate, or angle clips for each splice with 1/2 the screws on each side of the cu: Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System To 3'-0" 2" x 3" x 0.045" x1 2' H-Channel With 3 #10 x 1/2" EACH SIDE aaRe /4' long scre size to be determined by beam size, see table 9.6) See Table 1 6 For Number And Size Of Screws) Note: t. For required knee braces greater than 4'-6' contact engineer for specifications ano details. 2. Cantilever beam detail shown on page 1.32 shall be used for host structure ana cnment when knee brace length exceeds 4'-6' Lawrence E. Bennett, P.E. v4 ENGINEER - DEVELOPMENT CONSUL 7AA'T O. BOX 214368. SOUTH DAYTONA. FL 32,21 TELEPHONE (386) 761e774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF tA*,'7RENCE E BENNETT. P E 1 '59 SECTION 1 1 SCREENED ENCLOSURES Table 1.10 Allowable Spans For Super Gutter and Self Mating Beam Screened Enclosure One Side/Solid Roof Other Side Aluminum Alloy 6063 T-6 For Areas with Wind Loads 150 M.P.H. or Less and Latitudes Below 301-30'-00" North 1/2 Screen Roof Beam S an 10'-0" 11 12'-0" 1 14'-0" 1 18 -0-0" 1 20'- 22'-0" Beams And 5" Super Gutters 1/2 Solid Roof Beam Span 5'-0" 5'-0" 5'-0" 5'-0" 1 5%0" 5'-0" 5'-0" 2" x 6" x 0.050" x 0.120" 11' 10'-11" b 10'-7" b 10'-3" b 9'-11' b 9'-9" b 9'-6' b 2" x 7" x 0.055" x 0.120" 12'-1" b 11'-8" b 11'-4' b 10'-11" b 10'-8" b 10'4" b 10'-1" b 2" x 7" x 0.055" w/ Insert 15'-3" b 14'-8" b 14'-3' b 13'-10" b 13'-5' b 13'-1' b 12'-9' b 2" x 8" x 0.072" x 0.224" 14'-10' b 14'-" b 13'-10- b 13'-5" b 13'-1- b 12'-9" b 12'-5- b 2" x 9" x 0.072" x 0.224" 15'-11' b 15'-5" b 14'-11' b 14'-6' b 14%1' b 13'-8" b 13'4' b 2" x 9" x 0.082" x 0.306" 17'4' b 16'-9- b 1 16'-2" b 15'-9' b 19'-3' b 14'-10' b 14'-6' b 2 x x .092 x 0. 89 9 - Notes: 1. If the solid panel is greater or less than 10'-0', then the 1/2 the allowable screen roof beam span shall be adjusted by the factor of +/- 2 x 1/2 (the solid roof panel span difference between the actual and 10'-0"). The adjustment to the allowable screen roof panel width is applied as a plus if the solid roof panel is larger than 10'-0" and minus if the solid roof panel is smaller than 10'-0'. 2. For span of "L' of beam; use screen panel width "W" from drawing. 3. Load span = 1/2 of screen beam length + 1/2 of solid roof span . 4. Spans are based on a minimum of 10# / Sq. Ft. for screen and up to a 150 M.P.H. wind load for solid roof portion. 5. Spans may be interpolated. 6. For minimum beam to upright sizes use Table 2.3. Table 1.11 K-Bracing Fastening Schedule Number of #10 x 3/4" S.M.S. Re ulred Maximum Wall Width = Corner Post @ Top Diagonals (K) per End Intermediate Post @ Chair Rail Corner Post @ Bottom Plate to Sole Plate 20'-0" 2 2 4 2 2 30'-0" 2 2 4 2 2 40'-0" 3 4 6 2 2 501-0" 4 5 1 8 3 3 80'-0" 6 7 1 12 1 3 3 Note: Maximum front wall height = 10'-0" Use front wall width when determining number of s.m.s. for the side wall K-bracing. Use side wall width when determining number of s.m.s. for the front and / or back wall K-bracing. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE162 1 O NOTT0 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. REE-STANDING COVERS AND UTILITY SHEDS SECTION 2 e 2.2.1 Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Aluminum Post WInd Load = 100 MPH 110 MPH 120 MPH 123 MPH 130 MPH 150 8 140 MPH Applied Load = 10 #/SF 12 #/SF 14 #/SF 15 #/SF 16 #/SF 30 #/SF iMaximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load 2" x 2" x 0.044" Hollow Extrusion or Ibs.) 2" x 2" x 0.045" Snap Extrusion - Aluminum Alloy 6063 T-6 T-4" 2,064 206 172 147 138 129 69 8'-7" 1,548 155 129 111 103 97 52 9'-10" 1,204 120 100 86 80 75 40 11'-1" 903 90 75 65 60 56 30 Height Load 2" x 3" x 0,045" Hollow Extrusion or Ibs. 2" x 3" x 0.045" Snap Extrusion - Aluminum Alloy 6063 T-6 8'-2" 2,736 274 228 195 1 182 1 171 91 9'-6" 2,502 250 209 179 167 156 83 10'-11" 1,596 160 133 114 106 100 53 12'-3" 1,197 120 100 86 80 75 1 401k' Height Load (Ibs.) 3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H-14 10'-0" 2,381 238 198 170 159 149 79 11'-8" 1,786 179 149 128 119 112 60 13'-4" 1,389 139 116 99 93 87 46 15'-0" 1.042 104 87 74 69 65 35 Height Load (Ibs.) 3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14 11'-0" 3,600 360 300 257 240 225 120 12'-10" 2,700 270 225 193 180 169 90 14'-8" 2,100 210 175 15C 140 131 70 16'-6" 1,575 158 131 113 105 98 53 Height Load lbs. 3" x 3" x 0,060" Fluted Hollow j»yArn ion -Aluminum 6063 T-6 11'-10" 3,408 341 284 243 227 213 114 13'-1C" 2,556 11 56 213 T83 170 160 85 15'-10" 1,988 1 199 166 142 133 124 66 17'-10" 1,491 149 124 107 99 93 50 Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection ='W A = S x (W/2 + O.H.); If 'S' = 10', W = 24', and O.H. = 2' then: 'Area' = 140 Sq. Ft. a For a 9'-6" post and 120 m.p.h wind load of 14 # / Sq. Ft. post choices are: 1. 2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2" x 3" x 0.045" Hollow Section b. If job conditions dictate a post hieght of 10'-11' for A = 140 Sq. Ft. and 120 MPH wind zone, then a 2" x 3" x 0.045" Hollow Extrusion can NOT be used since it can only support a roof area of 114 Sq. Ft Thus, design must satisfy both height and area requirements. Note: 1 Spans may be interpolated 2 For free-standing covers multiply the roof areas above by 2.0. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 COPYRIGHT 2003 FNOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEEBENNETT, P E. I PAGE2 A 5 SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. OR WOOD OD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL ROOF PANEL TO FASCIA DETAIL 3" = 1'-0" j Z: z a- ct LU D_ p EXISTING FASCIA 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" NOTES: WOOD STRUCTURES SHOULD CONNECT TOTRUSS -BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767.6556 PAGE COPYRIGHT 2003 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS RIDGE CAP 8 x 9/16" TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS & WASHERS 8 x 1/2" S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: 8 x 1-1/4" SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER ROOF PANEL TO BEAM DETAIL SCALE: 3" = V-0" WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1" CAULK ALL EXPOSED SCREW HEADS & WASHERS FOR COMPOSITE ROOFS: 10 x (t + 1/2") S.M.S. W/ 1-1/4"0 FENDER WASHERS @ 12" O.C. (LENGTH = PANEL THICKNESS + 1") @ ROOF BEARING ELEMENT SHOWN) AND 24" O.C. @ NON -BEARING ELEMENT (SIDE WALLS) SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION PAN OR COMPOSITE ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR PAN ROOFS: 3) EACH #8 x 1/2" LONG S.M.S. PER 12" PANEL W/ 3/4" ALUMINUM PAN WASHER ROOF PANEL PER TABLES SECTION 7) SUPPORTING BEAM PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 i i PAGE COPYRIGHT 2003 7.14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. iI;)i'`;4j _ 1 i`.i::0`:' c!!J'-8b0--£i8'1 ;I.Gi1CITUF:. F)OIJL=; )Clr., PLOT PLAN DESCRIP nON. nnp(;T. 1c n(•:[ LYING AND BEING IN SECTION IR, TOWNSHIP 20 SOUTH, EM1 .',j0LE COU^. T'Y, FLORIDA. BEING MORE: PARTICULP,RL'T DESCRIBE NGE 31 EAST, CITY Gr AS FOLLOWS: jf/MG:NCf: /iT SHE SOUTH; -AST CORNIER OF LOT 451, BAKERS CROSSING PHA5 1, PLAT Ei(?CK 60. P1GF.5 HF<06GH 2.9. THENCE RUN S89.35'18"E A DISTANCE OF 233.11 FEET; THEICE RUN NORTHERLY A 82. 95 =EEI; THENCE RUN N)5'09'4YF. A DISTANCE OF 85.13 FE 1'; THENCE RUN Oc9 , g"(_ A r 15TANC' OF 79.73 FEET: Ti EivCf_ RUN N61'11'51"E A OISTANC OF 51.74 FEET; THEN;;E G 7L RL- ' A OIS T ANCEOF 346.13 FEET TO THE: POINT OF BE(,,INNING; TH NCE RUN N25'01'00"W A r.':',` A.I^!CE OF 82.76 FEET: THENCE RUIN' EASTERLY A DISTANCE OF 152.34 FEE TO A POINT ON A N- TaNGt_I!i CURvF, `_;AID CURVE: CONCAVE SCUT-WESTERLY, HAVING A RAD S OF 25.00 FEET, 4, I' N'1RAL. AN G'%_E OF 46'05'42" AND CHORD OF 19.51 FEET SEARIN, S23'02.'50 E; THENCE RUN AL0lN a., 1r %;r SA!D Ct.1RVE A DISTANCE OF 2O.)1 FEET, T-iENCE RUN SOUTHERLY A (STANCE OF 56.99 FE;'T iE" J E RUN vJE.S'r.RL.I' A DISTANCE OF 125.00 FEE': TO THE POINT OF SEGINI,ING, CONTAINING 0.2z nr, 4r` NOTE.: 4 :. n-,AiNs ,06AA smjwi rrEr .t _ _ WE DO NUT ACCEPT RESP0,4S481l_ITY FOR t..• c STl) r1)gr CCv TAINS 710' SOUAPE )'EET t ANY ERRORS THAT MAY OCCUR FROM TH USE OF THE UNRECORDED / PROPOSED !I PLAT TH1S PLOT PLAN IS BASED ON. i LOT 100 I L VLLJ 1t . JtDP. m•94:4 . r Y cn t I 4' J^ In em PHI ALA 20 AO A,:, E• - N90A00 Od W i 123.D0' PSr , LOT 96 ILAJ3 ELEVAfl 8 I bs AAc ... AOF ADJACEM- `ROW ROAD UN L 5 O a6'09TI'IERWISE APPpOVEp R=25.o0 7 3 L— 20.11 UNNAMED ROADWAY GCB— S23'02'50"E a PRo.n$M @AX[" t"%WO, ONAH I w C=1.9.57' PREPARED FDR. 8:i11_L,:NIG SETBACK'= LE GEND RON :' 225' OR ' ORTON _ _ BnLD NO SLTIAF:II R[ AP CC _..—__^__.. _-- xNT(ALI-C LN OeiDINO"TO1.0: NDN PCV NDAR i01-: 5' -- -- -. . RI(IHT Or WAY r.1,4a. POMr ON uN[ COR'tf: R t5'-y 15>" PADPOSEO ELEVATION CC raNT or CCAPOUND Cu.VAruRE 41 W: 50 PROPOSED DRAINAGE rLOw Orr, Cl APONT LNRS OAniColICRETE X NS a A cu ELCvATIpNS SHOWNAREPERLOTGRADINGLyscI-ANS PROVIDED O" T)4E CLIENT. tD -AND SVRVCT111c 9usrNc9s DENOtt9 ARC o e[ Aa lS IANpSURKvOR .B pENOT[A Ca 0R0 B[ARINO RRY .`CAW AN(MT RE/ERENLE MONL'"LNT c DEMOKS VO+NT Or CURVATE)At• I'S ° Ll;T DLAN Ic INTENIOED FOR PERMITTING PURPOSES PCr °ER11AN[NT CONTROL POINT 0(RoR3 -ON; Ar N•[R'.LCTION His IS NOi INTENDED FOR THE CONSTRUCTK)N OF !v PER RIAt OEMOn:e roA•t or KAIISE CURVAnwL uEAILU$KD t` mcTte on., or rwu tcy IMF PROPCSEO - OUSE. REFER TO HOUSE PLAN AND OPnON t "NIcAI tCAI L) LALCLI.A TED AM C:ND TfONI"4 LISP FORCONS'RUCION, r40 IuLA+p DI:LOD+ G SE- SAC LINES SF'()'AM FNEREON IS PER DATA CI'n :'ON(71f.Ti wALN cOMU[7[ el.ntK WALL nIS EC B C i T tN0 IS F, INFORMATIONAL PURPOSE S/r •oorwALK RArnn Pater PLY cr COEMttt PAD COZWETE SLAP itS IS NOT A SURVEY Pppap EMp/.Ap TT ,GOOKu,ORD 7,MOM NG NA1011 AL. ON ADE M&11-Or-NAY THIS IS A PLOT PLAN ONLY 4.%0. rT WJARE MET n 1A`h C (Av;NED ''+E Cl P V. CONVUNITY PANEL O 1, 0280 C•OAS E OA.TEO •/1T!9b AND rOUHO THE SL' BJEC' OROPERTY APPEARS TO LIE. IN ZONE A AREA 1C0 '! EAR FLOOD PLAIN BEARINGS SHOWN h.EREON ARE SA`.ED ON JF. SOUTHERLY LINE OF LOT 09 AS 9EIN6 59C•'00'00 E PER PLA' RlwSEO. ---- wqLj Ine r, Avr BY -Ie-o Sao 32901- (AOt) 4246-70» I. THE SUAViYOR FiA3 NOT ABSTRACTED THE L SHO) MN HERCON FOR EASf'MENTS, RIG,+T OF' AY, A£9TRsC"TONS Of RECO 41ICH VA AFrECT THE TITLE 00 USE Or THE t.ANO 2. 40 NOE'RGROUNO IMPR0IXM£N TS HAVE BEE"I LO TED EXCEPT AS SHOIW. 3. NOT UO 'MTHOUT THE 9"A"JRE ANO ME ORIG1vAL RN SEAL Cf A rLOMOA LACN+SiCO Ww WvL MAPPER. 5 - Zo- o3 A r a E L_ "quLLIR. SCATELlO JR. PSMN 28 DATE Permit # .-1 99 Job Address2`f Description of Work: Historic District: a,'p`jiti`!:C .-. .... `.F"9 .,.. .. .. ,:a.]k`l7''s;r.._ li •'%•"rin- r-3 9 e.:f. ter;. CITY OF SANFORD PERMIT APPLICATION O Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI• . _ Electrical: New Service —:# of ,yMPS Addition/Alteration Change of Service Temporary Pole Mechanicak! Residential Non -Residential Replacement New (Duct Layout & .Energy Calr . Required) Plumbing/ New Commercial: # of Fixtures # ofWater & Sewer Lines # ofGas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial__ _-- Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required fhr o,cl.rer than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: !.1 p e!QriiRi6! JG W2 nF1llT License Nu Phone& Fax: LAME Mum, nl1T?iTdw Bonding Company: Address: Mortgage Lender: Address: ArchitecdEngineer: Address: Phone: Fax: IT G. DEM R,LI- PtA,CO 32448 4o 756 3ae Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to theissuanceofaper,, and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVff: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable law: rcgtdatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OFCOMMfNCEMENT MAY RESULT IN YOUR PAVING TWICE FOR NPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING NS, j WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / n NOTICE: In addition to the requirements of this permit, there may be additional restrict' s applicable this county, and there may be additional permits required from other governmental a tries such as wq,S Acceptance of permit is verification that I tell notify the owner of the propertyXf the requirerros of Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary-Sta(e of Florida Owner/Agent is _ Personally Known to Me or Produced ID Al'I'LICATION APPROVED BY: Bldg: Initial & Date) Saecij! Conditions: Date Date in the public records of irs, of federal agencies. Law, FS St re of Contractor/Agent Date OBEftT G. DELLO R USSO Print Contractor54."-MC-t%- Agee 23 Signature of %o_n•-State of Florida Date MANE CAROL T MY COMMISSION 0 DD ,Mlgq Contractor/Ac:-.::s Person 'io f UPIRES: FgbRtary 17, 2007ProduceBMWThruNatmPLtundirmba Zoning: Initial & Dale) (Initial & Date) I:D: It>itia fi pat; Ub-2e3 7 : BJAM I- Hurt IF'tr 0-•1• .,. "rt'/.'r,V'-•K tY--.......,1.,.......:'..: CFTY OF SANFORD PERMIT APPLICATION Dale: . -' 1 2_--Q3 Permit Job A4414 3 too Dc>;f(pliolA Vf Wprki -r ri.141, 1 pl.11011l n11 Y}lur q 1 orlct S larm Pool rcrmlt Typci Building ElcuFim nnkler/A trical „ Mechanical Plumbing P r Chan c of Service _,_ Temporlary Pole Ele< tricyl: New Service - Si of AMPS _. Addition/Alteration 6 Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Chic. Required) PlumbinV New Commercial: p of Flrtutes 01' Water &Sewer Lines a of Gas I.ines _ Plumbing/ fVcw Resldentlal: N of Water Closets,_ Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial lndusmal Total Square Footage: _ I u of Dwelling Unit3: Flood Zoot: , (FEhtA form required for other thin x) Construction Type: it of Stories: G Attach Proo( of Owntrthlp B. Lcgel Dtacrlptlon), ((/ O. ncrs Namc d Addrts,: J U r I Phnnr: _ tom_ Contractor amc 6 Addres r - - 27 Surtc, Llccnsc Numhcr 7 - 3Z8 `i ,L Li U (Y\C c t e Phonu: W Yhonr k Fax:% Contact Person: Donding Cnmpany forigagt Lenrser - - Address' Phone. Archirnct/ Enginttr: Fas: inSLjIIjnOn as Apphcslion Is hereby made to obuln a permit a nrtnotd 10 Meejulndudstofsallslawsregulatingconstructionlin thiljurisdiction. hI vndma J thutt :# scpar' W Issuance or a permit and that all work will be perf POOLS, FURNACES, BOILERS, HEATE9S, TANKS, and permit mustbesecuredforELECTRICALWOK? PLUNKING, SIGNS, WELLS, AIR CONDITIONERS, ctv. nWNFR'S AFFIDAVIT: 1 certify that all or' the foregoing Informarion I. accurau and ttut all work r ll be done in comp) u of wid ill .ppllcable laws rcgulsn^B construction andzoning. WARNfNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYfNC TW)CEFORIMPROVEMENTSTOYOURPROPERTY- IF YOU NTFND TO OSTAN FINANCING, CONSULT WrM YOUR LENDER OR AN ATTORNEY SEFOReRI,LCURUNO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the rcquircmtnu of thin permiL there may he additional resnieuons applicable to this property Out nvy be found in the public rccords Of Ihu counry, and there rruy be addilionrl permits rcquirod fmm other tovcmmenul rnnna such as wen nunogersxnl Jifmcu, so to rgrncus, or t2dml egrncles Lsw, FS 71J. Acccptrr>Lc of permit is vcrirlealton that I will notify she owner of Ih< property ur the rc qutremen (floridDuic SiMulurc of COnrnelnr/Agall Date Signature urOwna'/ Agent An Cps Y n C,/tm trQxlod.tgcnt^t amc Print Owner/ Agcnl'3 Name u Sicnrturc or Nula•y'Suv. of Flnnda ryzlc CiGnaturc of .Iy Sutc nl Flor U t.*".tractnr/ A,rnl IF wrr u,naly Known w Mr w rrndvrt•A III ... ...- Inlll,l 8: D IC).. tlltillal I)'*1Ic) (I., I'A J I)J:c' n l'I'l.11•A PI( )\ nl'I'IIOV f.() YeISunJlty Knn, vn it, Me VI II V' Itldg: _-'--• - Inn,nl d Ihlu) Marie A. Zettlemoyer e+': Commission 9DD221380 Expires: Jul 15, 2007 7oi n•` Bonded T'hru AtlanticBonding Co., Inc CITY OF SANFORD PERMIT APPLICATION kl Ya r,z . Permit # ' 3- -4(3d r d3 „5tT a•., Job .• Address: Y J.r Description of Work: OnA NA+e I' Lvy i-q t k-V Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing X_ Fire Sprinkler/Alarm Pool :•;; ,, Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole V.. Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) -2- r4;! Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 3 Plumbing Repair — Residential or Commercial f7rf; • Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: // (Attach Proof of Ownership & Legal Description) Owners Name & Address: D . E. Gr+,-, i Phone: Contractor, Name & Addre^„ , ,, ,oma tld,, 120, ROX 620027 , , v -" State License Number: GY-CZ1S Phone & Fax: OVIEDO, FLORIDA 32762-002-kontact Person: Phone: Bogding Company: Address: Mortgage Lender: Address: Architect/Enginecr: Phone: Address: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitand -that all.work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. OWNER'S iAFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance) of permit is verification that I will notify the owner of the property of the requirement lorid w, FS 713. Signature of Owner/Agent Date Signature of Contr Date Print Owner/Agent's Name Print Contractor/Agent's Name l I Signature ofNotary-State of Florida Date Signature of Notary -State of Florida THA Y. HALL t DAfCOMMISSION N CC 875840 r EXPIRES: February 1, 2004 BandedTftroNotaryPublicUnderwriter. Owner/ Agent is _ Personally Known to Me or Contractor/Agent isX_ Personally Known to Me or ProducedID _ Produccd ID IAPPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: j (Initial & Date) (initial &Date) (Initial & Date) (Initial & Date) Special Conditions: CITY 'OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: ac Date: The undersigned hereby applies (or a permit to install the following electrical: Owner's Name: ;, /yb Ton1, zI4c Address of Job: L `-! Q t ns.. GLLi CEO+ C, Electrical Contractor: b>'r lg6 Residential: Non -Residential: t. Number Amount Addltlon Alteration, Repair Residential 8 Non -Residential New Residential: AMP Service New C mmerclal::° AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Oescrf ilon ohWork:. Application Fee: 10.00 TOTAL OUE:: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature eoa State License Number COUNTY OF' IMPACT FFE STAlIMEHT IS U[D DY CITY OF SANFORD GTATEMENT NUMBER 103-79521 DATE: D\)I|DI|G P[61IT NUMBER:1 S^^^L~^» CITY) CUUHTY NUMBER: __________ UNIT ADDRESS: TkAH'IC ZONE: ..... .... _ JUklSDICTION: PA CITY1}[-AKFDRD-_-__---_ SEC: TWP: RNG: PARCEL: SUDDIVISIOH: TRACT: ____________________ _ PLAT P[OK: PLAT BOOK PAGE: BLOCK: LOT: ONH[|< HAM[: ADDRESS: ----^."-----L.-....'l]---....... APPLICANT NAME: ' ADDRESS2 LAND FE[ BENEFIT PA7FEE UIT RATE PER & TYPE TOTAL U[ ETYPE DIST SCHEDULE DESC, UNIT OF UNITE; DOADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIDRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,3O4.oO AMOJXT DUE $ 2,285.00 TAl' I.JM81T EC[ lV[D BY -.----------------- DATE::: NOTE TO RECEIVIMG SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. 1**XI Dl3TRIPUTION: 1-COUNTY 3-CITY 2- APPLIChHT 4-COUNTY NOTEA* PERSON ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERCON AR[ ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A KRI77EN RE[UEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING UIGHK[ UR[ DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY O!: OCCUPANCY. TPE RE8UEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAXD DEVELOPMENT CODE. COPIES OF THE RULES GOVERNIUG APPEALS MAY DE PICKED UP, OR REOUES7ED, FROM THE PLAN IMPLEMENTATION OFFIC[: 1101 [ ACT FIRST STREET, SAMFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SAKFORD DiDLDIHG DEPARTMENT 300 H0Rl11 |`01'."K AVEHUE SAN[ 8RD. [L 32771 PAYMENT S[OULD BE BY CHECK OR MONEY ORDER, AND SHOULD T|| L SThTLMUNT NUMDER AND CITY BUILDING PERMIT NUMBER AT THE TOP L[! T OF T|{E NOTlC[. 0* 15THIS CTAT[MEN7 IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*0!, FAMILY BUILDING PERMIT*514»5T1TATTAT711**** CITY OF SANFORD PERMIT APPLICATION recel Permit #: _ C cc\•, Date: ' Job Address: Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building I/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor2ry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial ` Occupancy Type: Residential Commercial Industrial Total Square Footage: 3L119 Construction Type:: # of Stories: 2 # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Parcel #: Owners NIIaIIm__e& Address:11 Contractor Name & Address: Attach Proof of Ownership & Legal Description) Phone. !. C"'i lot rZ x-k\Ke- t'' lG"L ti tvi State License Num-b`er.0 Phone & Fax: (h a l0! "/W3CC 22e- Contact Person: {ttc-( OwHtiy Phone. JC_ Bonding Company: r r Address: Mortgage Lender: tJ Address: Architect/Engineer: Address: -` A- Phone: - Fax: AM 7 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regtilating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESIA.X IN YOUR. PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of e it is verifica 'on that 1 will notify the owner of the property of the requi is of Florida Lien Lsy, FS 713. e e Si ature ofOvine / gent Date Signature of Contractor/Agent Date T A AAPrintO%%- em's Name , Print Co rto Agcn s Name r L Signaturi of Notary -State of LTO1V Date OPA1C1ACAOUVFLORLDALIC D134330 O%% iier/Agent is _ PcrsorG naa40)1 'or Xi AI' ll I_ICAIION AlTR0\'l:D BY: Bldg: ' Zoning: _ Initial & Date) Special Conditions: Signature of Notary) Contractor/Aunt is Produced M _ I"i; litic;: Initial & Wtc) COULT' PATRICIA. TARPPUBLICSTATEOFFLORIDACOMMISSION O. DD734330 006 FU: Initial S. Date) (h>;tial & Date June 9, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 99, Bakers Crossing Phase 2, 344 Appaloosa Ct. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner', recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: (Owner) Of Signature Signature Patricia Coulton Robert A. Lawson Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 6th day of June, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is personally known-rri6-6r who produced their Florida State Identification. OFFICIAL I L A 3 + I ! / PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA l COMMISSION NO. DD134330 MY COMMLSSION EXP. DULY 26,2006 Notary Signature Notary Stamp 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 - FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) NAME •T') (Z orkon .1t C SERVICE ADDRESS MAILING ADDRESS TURN ON DATE n OWNER OF ul MAIDEN NAME 6Uzr (A OF--o izb irip Qa' DMZ"P & C)z 21<3 ZZ SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL WORK# qr-i35:1-9 101 1H O M E# PROPERTY _nC I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. WHEN TRANSFE NSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY I UNDERSTAND THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATION FEE $ _ LOCATION# OTHER FEES $ LAST BILL READ THIS READ TOTAL $ CSR DATE I hea i name and a Limited Power Of Attorney oint: Craig Coulton and `rCL j 1 .— ' l on each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Building Dept. of: For a residential permit for work to be performed at: Lot # : F' ,; c Subdivision : akus Cross-' J- Address: 54 - APrPIALOO A C.O Ki-ZT" tilP o(ZT) t L, And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing ins um nt was acknowledged before me this: Date: -Z 3 By: Richard B. Ladd ( Contractor) Who is personal kin wn to me.^ State of FL rida-"jorrARYSEAL County O Oran PATRiCtAcouLTONNpTARYPUBLICSTATEOFFLORiDACOMMISSIONNO, DD13A33 MY COMMISSION EXP. LILY 26,2006 Notary Public g.nature Notary Seal D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # C?g SUBDIVISION: BAKERS CROSSING ADDRESS 544 APPA Lc)ol A 6MUZT S.tv AVOE2jD C'f EC,-L 1/1T BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT Sri V6 at Rrm j- CITY OF SANFORD 13UILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT Two (2) recent boundary and building for location permit for structured( of fences) ng setbacks from all structures to property lines per 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a, Foundation plan indicati fg foot cnt barofwalls. Provide side view details of these footers with rein b. Floor plan Indicating interior wall partitions and room Identification, room dimensionndindoor, window, s decks and stairsoBathroomenIng sfixturc~ andoke detector, location(s), g distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. FinishfloorelevationheightasperCityEngineeringDepartmentor subdivision plat. ns to be used In the structure. Bearing d, Cross sections of all wall sectionon-bearing Inter and exterior. Show all components of wall section. C. Framing plan for floor joists where conventionally framed. Plan toIndicatespan, size and species of materials to be used. f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g, Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. O h, Square footage table showing footages: A n ( S.F. Garages/Carports — S.F. Porch(s)/Entry(s) Patio(s) S. Conditioned structure Ej X S.F. Total (Gross Area) rida Energy Code Forms (Form 600-A-97) 3. Three (3) sets of completed Flo 4. Soil analysis and/or soil compaction report. If soils appear to be unstableorifstructuretobebuiltonfill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact theCityEngineerfordetailsregardingthearborordinanceandpermit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR INPERSONSTOSIGNAPPLICATIONASPERFLORIDASTATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beadbs - columns- cells G. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing renal 14. Building final 15. Other DATE SIGNATURE By Owner or Authorked Agent) iAP°'EX C CN' TRQ L Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS'N\A_M—E AND ADDRESS Name -D3- C C Ad d re s s 623D •t'aX- - \& City/State/Zip Phone & Email Quarterly Payment Amount ettki; First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email INSTALLATION ADDRESS: -4- APPAt_oOSA, CoLky--T, SL\tilFo1-Q- FL 3D--4i-3 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: *-JSQ -kcr aQ . DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will. warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RELATIONSHIP OF THE PARTIES. / MG=`"'+../.1-.'"r'^,......_._....... // /mil / . . Apex Representative Signature Date t6tomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and4. during those years, Inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementfor i er quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and eat;h-year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the areas) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or underthearea(s) batted. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex In areas where any of the conditions described in this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES. OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. - Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no. event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2t Is their ty to ng not less than two sensitivity concerning odors, dust, pollen, notify rior n, respiratory Illn ss, orother)a o treatment regaring rgy ther condition that maybeacys tivated tatedor exacerbated by the productseand or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. t. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All components of theSentricon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, andthePurchasermaynotalter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized sp the Customer to te disposition. retrieve fromtheCustomer's premises the Stations and other Components contained therein for appropriaosition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuingtherelatlonshlp(note: Conventional "liquid barrier" method of termite control may not offer an effective means ofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different.form of termite protection, refund totheCustomeranamountequaltothefeepaidforservicesnotyetreceived, andL(S)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identifled herein as of the date of the Initial Installation. Prior to; ( 1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the locationofanyStation, or; (3) soil Is removed or added around the foundation, or; (4) any tampering -of baiting equipment or supplies occurs, theCustomerwillImmediatelynotifyApexInwriting. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATEDTOSERVICEApexwillexerciseduecarewhile performing any work hereunder In avoidance of damaging any part of theCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused nt the. time theworkisperformedexceptthosedamagesresultingfromgrossnegligenceonthepartofApex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is held tobeinvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right, to revise the annual extension charge or terminate this Agreement. DISCLAIMERICONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, lncldental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; ( 1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all'thc provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it! designee. The arbitrator will have the complete power to determine all Issues of fact Find law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the partles an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, In Its sole discretion, that it Is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing i The Apex Corporate Office. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the Identifie Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the Inspection was requeste by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for it period of 1 (one) year from Its effective date. After th initial 12 ( twelve) month period, Customer may transfer or assign this Agreement with a M transfer fee payable to Apex within thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407459-2847 407-858-0540 813.221-2847 800-929- 2847 888-764.2847 877.459-2847 3 4"k #' pip 5 FEDERAL EMERGENCY MANAGEMENT AG NCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on aacies 1- 7. SECTION A - PROPERTY OWNER INFORMATION For lrsuranceCompany Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES , BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX UNNAMED ROAD CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 99, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential,'Aldn-residential, Addition, Accessory, etc. Use a Comments area, it necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (type):- or ##.# Din NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLE COUNTY 120294 1 SEMINOLE I FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER 66. FIRM INDEXDATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 0045 E 4117FJ5 4117/95 A 24.6 1310. Indicate the source ofthe Base Flood Elevation (BFE) data orbase flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum usedfor the BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' ® Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction ofthe building is complete. C2. Building Diagram Number 1(Select the building diagram most similar tothe building for which this certificate is being completed - see pages 6and 7. Ifnodiagram accurately represents the building, provide asketch orphotograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item CZ State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Converdon/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basementorenclosure) 29. 2 ft.(m) I o b) Top of next higher floor NIA. k(m) rn o c) Bottom of lowest horizontal structural member (V zones only) N/A. -A(m) o o d) Attached garage (top ofslab) NIA. IL(m) E1 o e) Lowest elevation of machinery and/orequipment w m servicing thrrbuilding (Describe in a Comments area) WA. ft (m) E o f) Lowest adjacent (finished) grade (LAG) WA. _ft(m) m . o g) Highest adjacent (finished) grade (HAG) N/A. ft (m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) w t4 r SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certirrcate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by rune or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZJP CODE 320 E. SOUT ST .180AA11 ORLANDO FL 32801 SIGNATURE I DATE TELEPHONE 11 I' ..` 1 i,f' : 70M (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Indudirg Apt, Unit Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number XX)0( UNNAMED ROAD CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT 8FE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. Ell. Building Diagram Number _(Select the building diagram most similartothe building forwhich this certificate is being completed — seepages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6$ with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) orZone AO must sign here. The statements in Sections A, B, C, and E are cared to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE 7JP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law orordinance to administer the oommunitys floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date ofthe elevation data inthe Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Devafion of as -built lowest floor (including basement) ofthe building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS 111111IIIIBIIIIIII11111111It1111111IBIIUIBIIIIIUIIIIII THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. ; 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINDLE COUNTY BK 04854 PG 1319 CLERK'S # 2003096370 RECORDED 06/06/2083 110507 AM RECORDING FEES 6.00 RECORDED BY L McKinley RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 3" A—)ooso— cvOrlando, Florida 32822 NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pproperty: Lot(s) 45, 81, 82, 90, 91, and 99 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida desi8riated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(I)(a)7, Flonda Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(I)(b), Florida Statutes: Name: Address: Ex 'ration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: QV474MA--- Robert Lawson, AWstant SecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day ofJam 2003 b Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a Delaware Corporation, ao t e co oration. He/She is personally known to me. ip Notary Public, State and County Aforesaid OFFICIALI PATRICIACOULTONNOTARY I'Ut31.IC STATE OF FI ORIDA COMMISSION NO. DD134330 MYCOMMISSt;)r EYP 11JLY26,2006 Notary Signalta Notary Seal CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COU" OLE TY.FLORI O! RK FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 4A Builder: DR HORTONAddress: 3 zi A p L,A Co LKIP_T Permitting Office: City, State: Sp,p 2 D FL . ja 3 Permit Number: Owner: %), i;;-, . V\PcrVbi) Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr3. Number of units, if multi -family 1 4. Number of Bedroomsm 4 _ b. N/A SEER: 12.05 _ 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 ft2 c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 60.0 kBtu/hrc. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.25 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a.. Slkib-On-Grade Edge Insulation R=5.0, 173.0(p) ft c. N/A b. Raised Wood, Adjacent R=11.0, 460.0fl2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R=3.0, 876.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=1 1.0, 785.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=1 1.0, 622.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 ft2 _ 15. HVAC credits PT, 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: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:St DATE: 03 . oZ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: V-40 >;c DATE: Review of the plans and specifications covered by this 04THEST,g?41 calculation indicates compliance y',;% _ ' o with the Florida Energy Code. Before construction is completed vthisbuildingwillbeinspectedfore compliance with Section 553.908 ovFloridaStatutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB Q.2) FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1,01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeT'4 DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 1 18544 4898 10495 33937 PASS 0 0 wE'&O EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FIRCSB Q.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/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 & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top late. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12, Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. 7_1 EnergyGaugelm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 v ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. is this a worst case? 6. Conditioned floor area (111) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Nab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A c. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 4 _ b. N/A No _ 2872 ft2 c. N/A 319.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 112 _ 0.0 ft2 b. N/A R=5.0, 173.0(p) ft _ c. N/A R=1 1.0, 460.0ft2 _ 14. Hot water systems a. Electric Resistance R=3.0, 876.0 ft2 _ R=11.0, 785.0 W _ b. N/A R=11.0, 622.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: `.` ' u7 Date: "j !/ J 1 r) Address of New Home: 2,1 APFK,,LCK A COVPZ_City/FL Zip:.a,\r-0Qj> F-L , 'erg Cap: 60.0 kBtu/hr _ SEER: 12.05 Cap: 60.0 kBtu/hr _ HSPF: 8.25 Cap: 50.0 gallons _ EF: 0.86 PT, OFTtIE ST9T 0 c o NOTE: The homes estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. !fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTdesignation), i your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge 1veb site at www.fsec.ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyCauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY R Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: DR HORTON Notes: Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') 2872 2872 Volume (ft3) 22976 22976 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.4 HSPF 0 Btuh @ 470F 0 OF 0 cfm 0.000 cfm/Btuh Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 36315 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.0 EER 40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0.054 cfm/Btuh 82 % Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Z wr-I FCjitsoftRigM-Suite Residerdial*" 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCa E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 °F WinterTD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 W x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 °F Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 153 cfm = 4526 Btuh rroceaure u - tquipment Sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/Italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrighltsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:06 AC.CIk E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J WINDOW DATA e i DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM um SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 wrightsoft Right -Suite Residerdial- 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACC,{ E:\Files\drhorton\2879\2879REVD.rsr Page 1 BEDRM 4 a n Sw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 15.0 1.9 1 BEDRM 3 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 wrightsoft Right -Suite Residential*" 5.0.64 RSR26015 2002-Feb-28 13:29:06 4C,C,, E:\Files\drhorton\2879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tin to. 1 Name of room Entire House LIV/DIN/FOY LAUNDRY RM WIC 2 Length of exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft 1heat/cool d 8.0 ft heat/cool 8.0 It heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg Clg W) Htg I Clg ft') Htg Clg OF) Htg I Clg 5 Gross a 14B 4.6 2.1 1028 284 0 88 Exposed b 12C 2.9 1.9 1000 64 0 0 walls and c 13C 3.2 1.2 552 144 88 64 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 9 261 0 0 0 0 0 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 355 9454 30391 91 2424 779 18 479 154 0 0 0 13 Subtotal loss=6+8..+11+12 37246 8592 1184 856 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 3725 10% 859 10°/ 118 10°/ 86 15 Total loss = 13+14 40970 9451 1302 942 16 Int. gains: People Q 300 5 1500 0 0 0 0 0 0 Appl. Q 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 3234 10°/ 605 10°/ 107 10°/ 26 19 Total RSH gain=(17+18)'PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 1201 Air required (cfm) 0 1933 01 362 0 64 1 01 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr GJ' 1-ItSO t Right -Suite Residential TI 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:tFilestdrhorton\2879\2879REVD.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NWNUAL J: fin to. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wall 10.0 ft 11.0 ft 13.0 It 0.0 ft 3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ftl) Htg I Clg ft) Htg Clg ft') Htg I CIg 5 Gross a 14B 4.6 2.1 80 88 104 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0'"' 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 0 0 0 0 0 0 Cooling FJW 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 16 758 16 758 16 758 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 16 426 137 16 426 137 16 426 137 0 0 0 13 Subtotal loss=6+8..+11+12 1444 1494 1594 0 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 144 10°/ 149 10°/ 159 10 % 0 15 Total loss = 13+14 1588 1643 1753 0 16 Int. gains: People Q 300 0 0 0 0 1 300 0 0 Appl. Q 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1027 1044 1377 0 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 103 10°/ 104 10°/ 138 10°/ 0 19 Total RSH gain=(17+18)'PLF 1.00 1130 1.00 1148 1.00 1514 1.00 0 201 Air required (cfm) 0 61 0 62 0 82 01 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr C ht50Ft Right -Suite ResiderdialT" 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:\Files\drhonon\2879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET C Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /tn ta. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RMj4MANUAL2Lengthofexposedwall36.0 ft 12.0 ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft Ceiings Condit. Option 8.0 ftj heat/cool 8.0 ft hea/cool 8.0 It heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig ft2) Htg Clg ft') Htg 1 Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 288 96 0 0 Exposed b 12C 2.9 1.9 64 0 96 0 walls and c 13C 3.2 1.2 0 0 128 888partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 0 f0. 0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d0. 0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/ SW 54.3 53 2512 0 0 15 711 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318 b 0.0 0.00 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.00 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.00 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.00 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 53 1411 454 10 266 86 151 399 128 0 0 0 13 Subtotal loss=6+8..+11+12 5658 1536 1916 520 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10% 566 10% 154 10°/ 192 10°/ 52 15 Total loss = 13+14 6223 1689 2108 572 16 Int. gains: People Q 300 4 1200 0 0 0 0 0 0 Appl. aQ 1200 0 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 5493 2311 1574 421 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Dud gain 10°/ 549 10% 231 10°/ 157 10°/ 42 19 Total RSH gain=(17+18)•PLF 1.00 6043 1.00 2542 1.00 1731 1.00 463 20 Air required (cfm) 0 328 0 138 0 94 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsOTt Right -Suite ResidentialT" 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:\ Files%drhorton12879\2879REVD.rsr Page 3 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tin to. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 ft 15.0 ft 28.0 ft 3 Room dimensions 25.5 x 20.0 ft 15.0 x 10.0 ft 16.0 x 12.0 ft 4 Ceiings Condit. Option 8.0 fti heat/cool 8.0 ft heat/cool 8.0 111 heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg I Clg ft') Htg Clg Htg CIg 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 432 120 224 walls and c 13C 3.2 1.2 40 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 90 15 554 15 554 glass doors b 8C 37.0 0""0 0'"'0 0•"' Heating c 9C 38.7 0•••'0 0••"0 0•••' d 0.0 0••••0 3326 0 0•'•• e 0.0 0 0 0 0 0'• f 0.0 0 0 0 0 0 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NE/NW 51.4 30 1872 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 54.3 52 4006 13 621 15 711 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 90 2397 7701 15 399 128 15 399 128 13 Subtotal loss=6+8..+11+12 9062 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10°/ 906 10% 151 10°/ 188 15 Total loss = 13+14 9968 1662 2070 16 Int. gains: People Q 300 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10°/ 872 10% 133 10°/ 167 19 Total RSH gain=(17+18)•PLF 1.00 9590 1.00 1459 1.00 1840 20 Air required (cfm) 0 521 1 01 79 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrtrgi'1t50'FC Right -Suite Residential" 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:1Filesldrhorton\2879\2879REVD.rsr Page 4 3- bath duct to roof cap \ fan 24XIS , 170 Ala Iw I I 7170 i xl I..dIlw'a. raa 210 etc r Nutt have a rinhum clearance of 4 Indies around the air handler per the State Energy code. All duct has an 11-6 Insulation value. 3' bath duct to roof cap 3' bath duct o roof cap fan 42X42 A/C SLAB BY BLDR M[N 2' FROM WALL PADc I i' drys duce to roof cap Rating o r L N m w > z o z o w 3' jQ~mr-Q 5 .J O O Q w m[L J(n00 t MiTeke MiTek Industries Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017 Apri 14, 2003 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4421339 thru I4421366. Total : 28 drawings. Job :DR2879D c)N A n I Builder :D.R. HORTON r /t , Location :BAKERS CROSSING, LOT T County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 28 Truss drawing. 2) Truss Index. April 4, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSUTPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2879D Trusses included=28 0,"\DR2879D\a.tre" 14421339 1,"\DR2879D\a11.tre" 14421340 2,"\DR2879D\a7.tre" 14421341 3,"\0R2879D\a9.tre" 14421342 4,"\0R2879D\agab.tre" 14421343 5,"\DR2879D\b1 Are" 1 4421344 6,"\DR2879D\bgab.tre" 14421345 7,"\0R28790\bgab2.tre" 14421346 8,"\DR2879D\c.tre" 14421347 9,"\DR2879D\cgab.tre" 14421348 10,"\DR2879D\d.tre" 14421349 11,"\DR2879D\dgab.tre" 14421350 12,"\DR2879D\dgab2.tre" 14421351 13,"\DR2879D\e.tre" 14421352 14,"\DR2879D\e1 Are" 1 4421353 15,"\DR2879D\f19.tre" 14421354 16,"\DR2879D\f22.tre" 14421355 17,"\DR2879D\f22a.tre" 14421356 18,"\DR2879D\f23.tre" 14421357 19,"\DR28790\fg.tre" 14421358 20,'1DR2879D\j.tre" 14421359 21,"\DR2879D\k.tre" 14421360 22,"\0R2879D\k1Are" 14421361 23,"\DR2879D\I.tre" 14421362 24„\DR28790\11.tre" 14421363 25,"\DR2879D\rnAre" 14421364 26,"\DR2879D\rn1Are" 14421365 27,"\DR2879D\s.tre" 14421366 ptE i3U4 No, 4L5161 T I y O STATE OF OR IlDM- January 27, 2003 A WARNING - Verfjy design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. ale Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be eg Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the rponslblllTy of The erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance rarding tabrlcaflon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Specification. and HIS-91 M iTe k® Handling Instolllnq and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 1 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7- 0 0 For 4 x 2 orientation, locate M plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® . PANEL TM CLIP FORM018,019 G-wnt ® HMRO,AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber; 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 14421339 R2879D T ROOF TRUSS 19 1 optional) ACCU-SPAN-TH, LONGWOOD.,FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:21 2003 Page 1 1-0-06-0-12 11-7-0 17-1-4 1 23-2-0 11f1- 0-0 6-0.12 5.6-4 5-6-4 6-0-12 Scale = 1:39.6 4. 6 = 4 6. 00 12 2. 4 \\ 2.4 3 5 6 2 1 yy d3. 4 = 6 7 3.4 = 3. 4 = 5.6 = 7. 10-13 15-3-3 23.2-0 17- 10-13 7-4-5 7.10-13 Plate Offsets X( ,Y): f7:0-3-0,0-3-01 LOADING ( psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 480 Weight: 105 lb LUMBER BRACING TOP CHC.RD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz2=197(load case 4) Max Uplift6=- 605(load case 5), 2=-699(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525 WEBS 3- 8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605lb uplift at joint 6 and 699 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. r LOADCASE(S) Standard .......... No. 4 5161 STATE OF ° - e o R co?'' ANAL January 27 2003 AWARMNO - VerVy deelyn pararrmterir and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is dot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-W Quality Standard, DSB-89 Bracing Specification, and NIB-91 MiTek® Handling InstalllnaandBracingRecommendationavailablefromTrussPlateInstitute, 593 D'Onofrlo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 1 3/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q O For 4 x 2 orientation, locate v plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, Mi! MiTek® . AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. _ 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR Job Truss Truss Type Oty Ply HORTON 14421340 DR2879D All ROOF TRUSS 1 1 optional ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 1-0-05.9.4 11-0-0 12-2-0 17-4-12 23-2-0 Ii1111- 0-0 5.9-4 5-2-12 1-2-0 5.2.12 5-9.4 Scale = 1:40.1 46 = 4X6 = 4 5 6, 00 FIT 3.4 4 3X4 3 6 e 7 2 la I3X6 = 11 10 9 8 3X6 = 2X4 11 3X4 = 56 = 2X4 II 5- 9.4 11-0-012-2-0 17.4-12 23-2-0 5- 9-4 5-2-12 1.2-0 5-2.12 5-9-4 Plate Offsets X Y : (9:0-3-0 0-3-0] LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.45 Vert(LL) 0.09 10-11 >999 M1120 249/190 TCDL 7.0 ' Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7=1071/0-4-0, 2=1167/0-4-0 Max Horz 2=189(load case 4) Max Uplift7=-595(load case 5), 2=-694(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-1933 BOT CHORD 2-11=1624, 10-11=1624, 9-10=1124, 8-9=1638, 7-8=1638 WEBS 3-11=132, 3-10=-579, 4-10=336, 5-9=340, 6-9=-595, 6-8=141 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595 lb uplift at joint 7 and 694 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.`^ LOAD CASE(S) Standard ff No. 4,5161 w, ryt STATE OF .t 0R11 s es-0.0ANAL A WARNING - Verjfy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with Mrtek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. APplicabNly of design parameters and propet Incorporation of component is iesponsibi6ty of building designer - not truss designer. Bracing shown is for lateral support of Individual web membets only. Additional temporary bracing to Insute stability during construction is the responsibility of the erector. Additional permanent btacing of the overall structure is the responsibility of the building designer. For general guidance tegatding fabricotlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, $83 D'Onoftlo Drlve, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A., 8 0 Q 0 For 4 x 2 orientaflon, locate X plates Ile from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MfTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Uip MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each aa: joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. T~ PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. - 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply HORTON 14421341 DR2879D A7 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 1-" 3-9.4 7-" 11-7-0 16-2-0 19-4-12 23-2-0I111I 1-0-0 3-9-4 3.2.12 4.7-0 4-7-0 3.2-12 3-9-4 Scale = 1:40,0 5x8 = 34 II 5x8 = 4 5 6 8.00 12 2.4 i 3 7 a 2 e 1 g 3x8 = 11 10 9 US = 3x4 = 5x8 = 3x4 = 7-" 11-7-0 16.2-0 23-2-0I 7-" 4.7-0 4-7-0 7-" Plate Offsets X Y: [2:0-8-0 0-0-6][4:0-1-12 0-2-12)[6:0-1-12,0-2-12][8:0-8-0 0-0-61,10:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.25 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.28 10-11 >992 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.11 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 480 Weight: 121 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-1-6 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=2140/0-4-0, 2=2231/0-4-0 Max Horz 2=135(load case 4) Max UpliftB=-1472(load case 5), 2=-1568(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4117, 3-4=-3944, 4-5=-4197, 5-6=-4197, 6-7=-3944, 7-8=-4117 BOT CHORD 2-11=3630, 10-11=3575, 9-10=3575, 8-9=3630 WEBS 3-11=-100, 4-11=812, 4-10=784, 5-10=-767, 6-10=784, 6-9=812, 7-9=-100 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1472 lb uplift at joint 8 and 1568 lb uplift at joint 2. 5) Girder carries hip end with 7-0-0 end setback 7U 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 528.01b up at 16-2-0, and 603.21b down and 528.01b up at 7-0-0 on bottom chard. Design for unspecified connection(s) is delegated to the building designer. 1It F 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard p• 4516 '` 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-154.2. 6-8=-74.0, 2-11=-20.0, 9-11=-41.7, 8-9=-20.0 STATE t Concentrated Loads (lb) OFOi(ty: Vert: 11=-603.2 9=-603.2 C •. OR coal`_ AWARNING - VerVy design parameter: and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Mom® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded verticolly• Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown b for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Mate Institute, 593 D'Onohlo DrNe, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/14 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A.. 0 0 For 4 x 2 orientation, locate plates 1/e"from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MlTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 00:10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL TM CLIP FORM018,019 11MRO,AIfR® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. - 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. - 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Dty Ply HORTON 14421342 DR2879D A9 ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 1-" 4-9-4 9-" 14.2-0 18-4-12 23-2-0 i + + 1-0-0 1 4-9-4 4-2-12 5-2-0 4-2-12 4-9-4 Scale = 1:40,1 44 = 4 4.6 = 5 600 12 2.4 2.4 4 3 6 d 2 7 34 = 9 6 3.6 = 3.4 = 5.6 = 9-0-0 14-2-0 23-2-0 9-0-0 5-2-0 9-0-0 Plate Offsets X( ,Y): f8:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.24 7-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.38 7-8 >723 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 480 Weight: 101 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=1071/0-4-0, 2=1167/0-4-0 Max Horz2=163(load case 4) Max Uplift7=-570(load case 5), 2=-670(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1880, 3-4=-1545, 4-5=-1328, 5-6=-1547, 6-7=-1893 BOT CHORD 2-9=1621, 8-9=1328, 7-8=1637 WEBS 3-9=-341, 4-9=299, 5-8=310, 6-8=-360 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 7 and 670 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard z. V w STATE OF r cy . O R IRS,''y1 l O• fI1L sr A WARNING - Ver{fy deeiyn pars trietere and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with Mrtek connectors. This design is based only upon parameters shown, and is tot on Individual building component to be Installed and loaded vertically. Applicability of design parametets and proper Incorporation of component is responslbll"y of building designer - not truss designer. Bracing shown is tot lateral support of Individual web membets only. Additional temporary bracing to Insure stability during construction is the tesponsiblllfy of the erector. Additional petmonent btbcing of the overall structure is the responsibility of the building designer. For general guidance tegarding tobticatlon, quality control, stotage, delivery, erection and biactng, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 Handling Installlna and Bracing Recommendallon available from Truss Plate Institute. 683 D'Onoftlo Drive. Madison, WI 53719. MiTek® Symbols PLATE LdCATION AND ORIENTATION 1 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates/e" from outside edge of CL truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75.91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at r14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® O PANEL TM CLIP FORM018,019 NMRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. - 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type aty Ply HORTON 14421343 DR2879D AGAB ROOF TRUSS 1 1 r optional ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 1-0-0 6-0-12 i 11-7.0 17-1-4 23-2-0 1-0-0 6-0-12 5-64 5-6 4 6-0-12 Scale = 1:39.6 4.6 = 4 6,66 12 3 5 6 2 I- 3x4 = 6 3x4 = 3.4 = 5x6 = 7.10.13 15-3-3 23-2-01 7-10.13 74-5 7-10-13 Plate Offsets (X,Y): [4:0-2-0,0-0-8]U:0-3-0 0-3-0][22:0-0-0,0-0-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 ' Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz 2=197(load case 4) Max Uplift6=-605(load case 5), 2=-699(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. iC br f 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. •• . •, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint l I 4- P 8) Truss Engineer: Junaidie Budiman, PEfr'45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. I" No. 45161LOADCASE(S) Standard O hSTATE OF 5` . o R to?'*'' no AWARMNO - VerVy design parantieters and READ NOTES ONTHZS AND REVERSE S(DE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. ApplicabBlty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslbillfy of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO-89 Bracing Spectflcatlon, and HIS-91 Handling Installing and Bracing Recommendation availablefrom Truss Plate Institute. 583 D'Onofrlo Drive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Lj"j* For 0 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. - 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 NMRO,A/R 0 Job Truss Truss Type Oty, Ply HORTON 14421344 DR2879D B; MONO SCISSOR 25 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:42:50 2003 Page 1 1-"1 5-9-12 1 11-2-2 1 16-10-0 i 1-M 5-9-12 5-4-6 5-7-14 3.4 = Scale = 1:49,3 Sx6 i 6 5 Id 6,00 f12 2X4 1 4 r 5x6 i 3 r 2.4 11 8 N8 3.00 12 2 9 1 5.6 3.4 ; 5-9-12 1 11-2-2 16-10-0 16-11-12 5-9-12 5-4-6 5-7-14 0-1-12 Plate Offsets X Y : [3:0-3-0,0-3-0] 5:0-3-3 Edge [5:0-2-15,0-1-12],[9:0-3-0 0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 , Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/def] = 480 Weight: 89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS (lb/size) 5=873/0-3-8, 2=872/0-8-0 Max Horz 2=726(load case 4) Max Uplift5=-707(load case 4), 2=-424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9=1737, 8-9=1734, 7-8=-0 WEBS 3-9=109, 3-8=-747, 4-8=-399, 5-8=1355 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. iC Dr f 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard j I S3` P l No. 4 5161try sSPATEOF onraL A WARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically. AppltcabBlty of design parameters and proper Incorporation of component Is responsibility at building designer - not truss designer. Bracing shown Is for bferal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult OST-88 Quality Standard, D5111-89 Bracing Specification, and HIB-91 MiTek® Handling InstallingPlateandBracingRecommendationavailablefromTruss Institute, 583 D-Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'i4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ T 0 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401:1, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. T~ PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. _ 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HMRO,AIR0 Job Truss Truss Type Qty Ply HORTON 14421345 DR2879D ' BGAB MONO SCISSOR 1 1 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:43:19 2003 Page 1 I-1-0-ol 5-9-12 11-2-2 1 - -- 16-10-0 1-0-0 5-9-12 5-4-6 5-7-14 Scale = 1A9,3 3%4 = 6 5x8 i 5 2.4 II _ d 6,00 12 2%4 II 2„4 II 2x4 II 4 2x4 II % II I Ix 5.6 20 II 3 I 7 4 II 2%4 II 20 II II 2x4 2%4 11 8 3x8 2x4 II 2%4 II 3,00 12 2 2%4 II 5x6 s1 3.4 s 5-9-12 11-2.2 16-10-0 16-11-10 5-9-12 5-4-6 5-7-14 0-1-10 Plate Offsets X Y : [3:0-3-0,0-3-0],5:0-3-3 Edge],[5:0-2-12 0-1-13][9:0-3-0 0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 , Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 107 lb LUMBER' BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5=873/0-3-8, 2=872/0-8-0 Max Horz 2=726(load case 4) Max Uplift5=-707(load case 4), 2=-424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9=1737, 8-9=1734, 7-8=-0 WEBS 3-9=109, 3-8=-747, 4-8=-399, 5-8=1355 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. iC iSr r 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint lC2.. P..... 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. I 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Nb. 4511 LOAD CASE(S) Standard Y STATE OF t soNAL r AWARMNO - VerM design parameter* and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE - Design valid for use only with Mrek connectors. This design It based only upon parameters shown, and Is for an Individual building component to be loadedInstalledand vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installina and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrb Drlve, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION t'/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates/s" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. - 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. - 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM019.019 o. -NaL HMRO-AFR0 Job Truss Truss Type Qty Ply HORTON 14421346 DR2879D BGAB2 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 L1-0.0 5-10-8 1 11-2-8 1 16-10-0 , 1-M 5-10-8 5-4-0 5.7.8 2n4 II Scale; 114-=1' 11 b4 11 10 2" 11 6,00 12 3x4 i 9 6 2z4 II 7 _ 2x4 \\ 2z4 II 4 It 21 2.4 II 6 5 54 i 4 II 24 20 3 II 3 2><4 II 2 1 3.4 = 19 16 17 16 15 14 13 12 b4 II 2.4 II N4 11 3M4 = 20 11 2k4 11 54 = N6 = 8.6.8 16.10.0 8-6.8 8-3.8 Plate Offsets X Y : [3:0-3-0 0-3-0][13.0-3-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0. Plates Increase 1.33 TC 0.31 Vert(LL) 0.07 18-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.02 12 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 480 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-9-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 11-12. 8-12 OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 22, 23 REACTIONS (lb/size) 12=764/0-1-8, 2=877/0-8-0 Max Horz 2=708(load case 4) Max Upliftl2=-664(load case 4), 2=-442(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1210, 3-4=-1136, 4-5=-1034, 5-6=-872, 6-7=-827, 7-8=-795, 8-9=-111, 9-10=-38, 10-11=41, 11-12=-124 BOT CHORD 2-19=992. 18-19=990, 17-18=990, 16-17=990, 15-16=526, 14-15=526, 13-14=526, 12-13=526 WEBS 5-24=-383, 16-24=-417, 16-23=354, 22-23=424, 8-22=542, 8-21=-736, 20-21=-722, 12-20=-737, 10-20=-94, 13-20=-72, 9-21=27, 14-21=7, 15-22=129, 7-23=-75, 6-24=6, 17-24=53, 4-18=90, 3-19=-56 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 lb uplift at joint 12 and 442 lb uplift at joint pp2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Ff., , Ql LOAD CASE(S) Standard No. 4.5161 V y STATE OF o R VD.- aNA1. QWARNITNO - Ver(fy design paramtttrs and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with Milek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer • not truss designer. Bracing shown is for lateral support of Individual web members only. Addltlonal temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„y ,A„ T 0 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of CLtrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401:10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Uvu Mi! MiTek® O i , /.t&O FORM018,019 0Aft0-NAJL ® f/YDRO,A/RO AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane oz at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. IIIIIIIII PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421347 DR2879D ' C ROOFTRUSS 1 1 optional) ACLU-SPAN-TH, LUNGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:24 2003 Page 1 5-2-4 9-10-0 14-5-12 I 19-8-0 , 20-8-0 , 1-0-0 5-24 4-7-12 1 4-7-12 5-2-4 1-0-0 Scale = 1:35.1 4.6 = 4 6,00 12 2.4 2.4 4 3 5 2 6 6 3.4 = 5.6 = 3.4 = 9-10-0 19-8-0 9-10-0 9.10-0 I Plate Offsets X Y : 8:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 , Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 88 lb LUMBER' BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-4-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1000/0-4-0, 6=1000/0-4-0 Max Horz2=161(load case 4) Max Uplift2=-605(load case 4), 6=-605(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8=1204, 6-8=1204 WEBS 3-8=-360, 4-8=531, 5-8=-360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 2 and 605 Ib uplift at joint 6. 4) Truss Engineer: Junaidie Budiman, PEtt45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard`9t B 4/ TATE OF r cSS,,c o R 110a r AWARMNO - Ver{fy d.srfyn parameter. and READ NOTES oN THIS AND RE VERSE SIDE BEFORE USE. Design valid lot use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is dot lateral support of Individual web members only. AddBbnal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent blbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. election and bracing, consult OST-88 Quality Standard. DSB-89 Bracing Specification. and HIB-91 MiTek® Handling Installlnq and BrocHp Recommendation available from Truss Plate Institute, 5frb 83D•OnoDrive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Lj"4* For 0 4 x 2 orientation, locate v plates/e" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40:10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. lIIIIIIII TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. _ 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 NMRO,A/R Job Truss Truss Type Qty Ply HORTON 14421348 DR2879D CGAB ROOF TRUSS 1 1 Loptional ACCU-SPAN-TH, LbNGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:25 2003 Page 1 5-2-4 9.10-0 14-5-12 19-8-0 20.8-0 1-" 5-2-4 4-7-12 t l 1 4-7-12 5-2-4 1-" Scale = 1:35.1 4,6 = 4 2.4 II 2x4 II 6,D0 12 2.4 2x4 i 2.4 II 3 5 2x4 II 2.4 II 4 II o 4 II zx4 II 2 4II xe II 6 1 jj7 `a 2x4 II 2x4 II 2x4 II 2x4 II 6 2x4 II 2x4 II 2x4 II 2x4 II 3x4 = 5.8 = 3.4 = 9-10-0 1"_0 9.10-0 9-10-0 Plate Offsets (X,Y): [8:0-4-0,0-3-0], [18:0-0-0,0-0-0], [19:0-0-0,0-0-0], [20:0-0-0,0-0-0], [21:0-0-0,0-0-0], [22:0-0-0,0-0-0], [23:0-0-0,0-0-0], [24:0-0-0,0-0-0], [25:0-0-0,0-0-0], [26:0-0-0 0-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.05 8 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 480 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-2-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1005/0-4-0, 6=997/0-1-8 Max Horz 2=161(load case 4) Max Uplift2=-607(load case 4), 6=-600(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1371, 3-4=-1002, 4-5=-1002, 5-6=-1383. 6-7=17 BOT CHORD 2-8=1214, 6-8=1230 WEBS 3-8=-360, 4-8=540, 5-8=-378 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. L •`/ "76) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 lb uplift atjoint 2 and 600 lb uplift at joint •, 6. 4 JJ; 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 1, LOAD CASE(S) Standard No. 4 5161 f STATE OF Qy,iir VVS r.w• oNA sr AWARNING - Verify design paranseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with Mfiek connectors. This design is based only upon parameters shown. and Is tot an Individual building component to be . Installed and boded vertically. Applicab4By of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponsiblllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult OST-88 Ouatlly Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute. 593 D'Onoftio Drive. Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 QLr'*For 0 4 x 2 orientation, locate L) plates 1/8" from outside edge of CLtrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at r/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401:1, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® O TM PANEL CLIP FORM019,019 HYDRO -AIR® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421349 DR2879D D SCISSORS 1 1 optional) ACLU-SPAN-TH, L%NGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 1-0.0 3.10.11 7-4-0 10-9-5 14.3-0 r i i { 1-0-0 3-10-11 3-5-5 3-5-5 3.5-11 Scale = 1:25,7 44 = 4 6.00 12 2x4 = 2x4 = 5 3 7 5x8 = 6 1 3,00 12 3x4 3x8 It 5.6 7-4-0 14-3-0 i 7-4-0 6-11-0 Plate Offsets X 6:0-0-8 Edge],[6:0-3-3,0-9-6] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 , Lumber Increase 1.33 BC 0.43 Vert(TL) -0.16 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.07 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 6=638/0-8-0, 2=742/0-8-0 Max Horz2=141(load case 4) Max Uplift6=-353(load case 5), 2=-467(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1539, 3-4=-1190, 4-5=-1190, 5-6=-1431 BOT CHORD 2-7=1367, 6-7=1243 WEBS 4-7=786, 3-7=-263, 5-7=-142 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 6 and 467 Ib uplift at joint Q 2. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 3' .•' •''"Side 1Q1 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j 3 • ' i LOAD CASE(S) Standard STATE OF t aNA. t, A WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Miss® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responslblllty of building designer - not Russ designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibllity of the erector. Additional permanent brDcing of the ovetall structure is the responsibillty of the building designer. For general guidance regarding fabtbalbn, quality control, storage, delivety, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 MiTek® Handling Instolllna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 v plates/e" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® F ,Z&a@ FORM018.019 L 0 JfMp0.A1R® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. _ 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421350 DR2879D DGAB ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 74-0 14-MI 1-0-0 74-0 7.4-0 Sole = 1:25,6 4x6 = 3 2x4 II 2x4 II 6,00 12 2x4 II 2.4 II 4 2 g 1 2x4 11 2x4 II 5 2x4 11 2.4 II 3x4 = 2x4 11 3x4 = 74-0 14-B-01 7-4-0 7-0-0 Plate Offsets X Y :[10:0-0-0,0-0-0],[11:0-0-0,0-0-0),_[12:0-0-0,0-0-0],[13:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.02 5 >999 M1120 249/190 TCDL 7.0 , Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 4-5 >999 8CLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 480 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=671/0-1-8, 2=774/0-8-0 Max Horz2=141(load case 4) Max Uplift4=-377(load case 5), 2=-482(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-731, 3-4=-725 BOT CHORD 2-5=646, 4-5=646 WEBS 3-5=143 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) Gable studs spaced at 2-0-0 oc. iC br r 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 4 and 482 lb uplift at joint ........IIF2. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard f N0, 4.5161 AX STATE OF t rr A WARMNO - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. OD Design valid lot use only with MITek connectors. this design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 OST-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Inslalllna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive. Madison. WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION t'i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 4"4:* For 0 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016.019 HMRO,AIR Job Truss Truss Type ally Ply HORTON 14421351 DR2879D D;;AB2 MONO VAULT 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:27 2003 Page 1 14-8-0 -_ I 1-0-0 1a-B-0 2x4 II Scale e 1 A22 4 6.00 F2 2.4 II 2.4 II 214 II Sxfi 2x4 II 3 2x4 II II UE 1 20 II 6 2x4 II 2 2.4 II 5x6 2x4 II 1 3.4 3.00 12 5 3x4 7-6-0 14.8-0 7-6-0 7-2-0 Plate Offsets X Y : [3:0-2-8 0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0. Plates Increase 1.33 TC 0.87 Vert(LL) 0.11 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.18 2-6 >960 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) -0.08 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 480 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-5. 3-5 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=763/0-1-8, 5=680/0-1-8 Max Horz 2=621(load case 4) Max Uplift2=-376(load case 4), 5=-594(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12. 2-3=-1326, 3-4=-0, 4-5=-257 BOT CHORD 2-6=1208, 5-6=1180 WEBS 3-6=724, 3-5=-1311 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify iC iSr f capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. .•........, 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 376 lb uplift at joint 2 and 594 lb uplift at joint '`Q •, 7plate 5. I .: 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. - * No, 4 51661 LOAD CASE(S) Standard 'C3 IfC O SATATE OF ° _e fORI OVAL rr A WARNINO - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is fesponslbiBty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall shuctufe is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, deBveiy, erection and btacing, consull OST-88 Quality Standard, OSS-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison. WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u other. o JSQ3. Place plates on each face of truss at each For 4 x 2 orientation, locate o " h, a QZ:. joint and embed fully. Avoid knots and wane plates I/a" from outside edge of c) O at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chords laces at 1/4 len th + 6" frompanel adjacent oint. BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Comber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. _ 15. Care should be exercised In handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 a ta ® NMRO,AIIR Job Truss Truss Type Oty Ply HORTON 14421352 DR2879D E ROOF TRUSS 1 1 optional ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:28 2003 Page 1 4-2-0 8-4-0 -_ _-- 9.4-0t 1-0-0 4-2-0 4-2-0 Scale = 1:17.0 44 = 3 6.00 12 4 2 Li 6 a 1 2>4 II 6 2a4 = 10 = 4-2-0 84-0 4-2-0 4-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 33 lb LUMBER BRACING TOP CHCRD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=464/14-0, 4=464/1-4-0 Max Horz2=-86(load case 5) Max Uplift2=-309(load case 4), 4=-309(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-372, 3-4=-372, 4-5=17 BOT CHORD 2-6=326, 4-6=326 WEBS 3-6=77 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 2 and 309 lb uplift at joint 4. 4) Truss Engineer: Junaidie Budiman, PEtt45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard l9i O Gl_ j I No. 4 5161 eon STAT r i NAt rt AWARNING - VerVy design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MRek connectors. Thb design Is based only upon parameters shown, and Is tot an Individual building component to be lo o Installed and loaded veflicalty. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsiblllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Recommendation avollabde from Truss Plate Institute, 593 D'Onof or Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1 )/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. L,•y ,6rr 0 Q 0 For 4 x 2 orientation, locate X plates/a" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® 0 I &F ,Z&&@ FORM016.019 L @ NYDRO,AIR@ AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Dty Ply HORTON 14421353 DR2879D E1 ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:44:02 2003 Page 1 1-0-0 4-2-0 --- _ 7-" r i 1 1-0-0 4-2-0 2.10-0 Scale = 1:16.44.6 = 3 6.00 12 4 2 Li d 1 24= 5s= 2x4 II s 5 4x12 II 4-2-0 7.0-0 7-3-8 4-2-0 2.10.0 0-3-8 Plate Offsets (X,Y)_[4:0-3-3 0-0-6] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.00 6 >999 M1120 249/190 TCDL 7.0 - Lumber Increase 1.33 BC 0.09 Vert(TL) -0.04 1 >331 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 8 SYP No.2ND 1-9-8 REACTIONS (lb/size) 4=319/0-3-8, 2=416/0-1-8 Max Harz 2=98(load case 4) Max Uplift4=-169(load case 5), 2=-284(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-368, 3-4=-375 BOT CHORD 2-6=260, 5-6=260, 4-5=260 WEBS 3-6=84 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 4 and 284 lb uplift at joint 2. 1E BU45) Truss Engineer: Junaidie Budiman, PE1Y45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ` r_.Q LOADCASE(S) Standard ItIFto No. 4 5161 4, STATE OF t Y r rti A WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding labil:otbn, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB•89 Bracing Specification, and HIB-91 Handling Installing and Bracing Becommondatlon available from Truss Plate Institute. 583 D'Onof o Drive. Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„y ,A„ 0 W 0 For 4 x 2 orientation, locate X plates/e" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM01 B4O19 ZL'o NMRO, A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. _ 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421358 DR2879D FG ROOFTRUSS 1 2 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2062 MiTek Industries, Inc. Mon Jan 27 15:40:33 2003 Page 1 3.9-7 7-3-6 10-9.5 12-" 1 16-5-7 I 20-5-0 1 i 1 ( 3.9-7 3-5-15 3-5-15 2-0-1 3-8.1 3-11-9 Scale = 1:33.3 2x4 II 7.8 = 7x6 = 6.6 = 6x6 = axe = 4x6 = 1 2 3 4 5 6 7 U V IZ- 1 r- J4 L__J 0 3x6 = 13 12 93x4 = e 3x4 = 4x6 = 7xe = 5.6 = 2«4 II 3-9-7 7.3.6 10-9-0 10{9-5 12-9-0 12t, 16-5-7 20-5-0 i1 3.9.7 3.5.15 3-5.10 0-0-5 1-11-11 0-0-6 3-8-1 3-11-9 Plate Offsets (X,Y)_[3:0-4-0,0-4-8] [10:0-2-8,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.05 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.06 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 480 Weight: 278 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 6 SYP No.2ND REACTIONS (lb/size) 14=4388/0-3-0, 8=2999/0-3-0, 10=3841/0-3-0, 11=6986/0-3-8 (input: 0-3-0) Max Horz 14=-151(load case 2) Max Upliftl4=-2786(load case 2), 8=-1893(load case 2), 10=-2415(load case 2), 11=-4427(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-14=-1588, 1-2=0, 2-3=-3747, 3-4=-3144, 4-5=1705, 5-6=1069, 6-7=-1843, 7-8=-2962 BOT CHORD 13-14=3747, 12-13=3144, 11-12=-1705, 10-11=-1069, 9-10=1843, 8-9=0 WEBS 2-14=-4657, 2-13=-382, 3-13=754, 3-12=-3572, 4-12=6065, 4-11=-6098, 5-11=-1048, 5-10=-1701, 6-10=-3580, 6-9=-1222, 7-9=2253 NOTES (7) 1) 2-ply truss to be connected together with 1 Od Common(. 148"xY) Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 11132) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. •••'••. 3 Provide adequate drainage to prevent water ondin'• q 9 P P 9• P IFlrr i '• 4) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. .• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 14, 1893 lb uplift at joint 2415 lb uplift at joint 10 and 4427 lb uplift at joint 11. t6) Girder carries tie-in span(s): 23-2-0 from 0-0-0 to 20-5-0; 17-0-0 from 0-0-0 to 20-5-0 • No. 4 51 G17) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Ccc LOAD CASE(S) Standard STATETATE OF 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo • p RVert: 1-7=-892.6, 8-14=-20.0 (( • fr. `w&` V' L. rr A WARNING - VerVy design parattseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Instolllna and Bracing Recommendation available from Truss Piste Institute, 693 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1 i1IMP-. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A,• T 0 0 For 4 x 2 orientation, locate plates/ a" from outside edge of a0 trussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTO THE LEFT. MRek/ Gang-Nall Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a. 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40, 10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® PANEL TM CLIP FORM018, 019 mwO t ® NMRO,AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional _ engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421359 R2879D J ROOFTRUSS 6 1 optional ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:34 2003 Page 1 1-0-0 1 7-0-0 I 1-0-0 7-0-0 3 Scale = 1:20.3 6,00 F12 2 1 4 2.4 = 7-0-0 - I 7-0-0 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.30 1 >49 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 480 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2=291(load case 5) Max Uplift3=-310(load case 5), 2=-174(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001: 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 3 and 174 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard B ruQ/ r' No.45161 STATE OF s rr RI D oar. AWARNING - Ver{fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek connectors. This design Is based only upon parameters shown. and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b responsibility of building designer - not truss designer. Bracing shown Is for btetal support of Individual web members only. Additional temporary bracing to Insure stability dueing construction Is the tesponsiblllty of the erector. Additional permanent btbcing of the overall structure h the responsibility of the building designee. For general guidance tegatding tobtl:ollon, quality controL storage, delivery, erection and bracing, consuit OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrb Delve, Madison, Wi 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION re"1'i4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q 0 For 4 x 2 orientation, locate plates I/e"from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. MRek/Gang-Nall Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® . General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. IIIIIIII PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 GANG -NAIL O NYDRO,A/R ® Job Truss Truss Type Qty Ply HORTON 14421360 DR2879D K ROOFTRUSS 3 1 o tional ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:35 2003 Page 1 1-" 5-0-0 1-M 5-" 3 Scale = 1: 15.7 6,00 12 2 1 4 N4 = 5-" _ - 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) n/a n/a M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.10 1 >144 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 480 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=165/Mechanical, 2=327/0-4-0, 4=48/Mechanical Max Horz 2=212(load case 5) Max Uplift3=-218(load case 5), 2=-157(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 3 and 157 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No, 4 5161 hSTATE OF 0 R'1 s ANAL A WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the lesponslbUlfy of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onotdo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachczc other. o J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - ¢jointtX and embed fully. Avoid knots and wane plates 1 /8" from outside edge of o a at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices 4 length(+ 6" fromuCl- u at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. is the responsibility of truss fabricator. GeneralPtY WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate _ without prior approval of a professional _ MiTek® engineer. 15. Care should be exercised In handling, TMJIM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.01V GANG -NAIL ® #fMRO,AZR ® Job Truss Truss Type Oty Ply HORTON 14421361 DR2879D K1 ROOF TRUSS 1 1 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:36 2003 Page 1 5.0.0 5.0.0 2 Scale = 1:15 6 6.00 12 1 3 2x4 5-M 5-M LOADING (psi) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 ' Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2=177/Mechanical, 3=48/Mechanical Max Horz 1=199(load case 5) Max Upliftl=-93(load case 5), 2=-222(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1 and 222 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard l t' No,451F1 ,k STATE OF s 0R11o'' OVAL rr AWARNINO - VerVy design parameter+ and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design void lot use onty with MITek connectors. This design Is based only upon parameters shown, and Is lot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss Mi! designet. Btocing shown Is for loteral support of Individual web members only. AcidBlonal temporary bracing to Insure stability dulling construction Is the tesponslblllty of the erector. Additional permanent bracing of the overall structure Is the tesponslbUlty of the building designer. For general guidance tegarding fabrication, quality control storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-BV Bracing Specification, and HIB-VI Handling Installlna aBracing Recommendation available from Ttuss Plate Institute, 593 D'Onofrlo Drive. Madison. WI5371 V. andMiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® O PANEL TM CLIP FORM019.019 G t ® HYDRO,AZR0 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate _ without prior approval of a professional _ engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Dty Ply HORTON 14421362 DR2879D L ROOFTRUSS 3 1 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 l- 1-0-0 3-M Scale = 1:10.3 6,00 12 2 1 4 T a — 3-0-0 1 3-M LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.02 1 >869 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl = 480 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2=133(load case 5) Max Uplift3=-125(load case 5), 2=-147(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 147 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard B l No. 4 5161 0's 4TATi O RcOA.tr 11 • ANAL A WARNING - Ver(& design parrunwters and READ NOTES ON TRIS AND REVERSE WDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectficatlon, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss I'late Institute, 583 D'onotrio Drive. Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM018,019 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 1. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional - engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421363 DR2879D L1 ROOF TRUSS 1 1 optional) AC U-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 1 3-0-0 2 3-0-0 Scale = 1:10.3 6.0o F2 1 3 3-" 3-" LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deFl = 480 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i REACTIONS (lb/size) 1=130/0-4-0, 2=103/Mechanical, 3=28/Mechanical Max Horz 1=120(load case 5) Max Uplifts=-52(load case 5), 2=-131(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 1 and 131 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard f, No. 4.516151F1 r} STAB E OF O R tOMo.. NA1.' so rr A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. some Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslblllty of the erector. Additional permanent bfbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality conliol, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI5371 V. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. fie J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each Cz C3 other. O WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , Qv " ; ' ; joint and embed fully. Avoid knots and wane plates I/e" from outside edge of o a ' U X at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices 4 length(+ 6" fromceatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. GeneralPN WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional = engineer. _ MiTek® 15. Care should be exercised In handling, PANEL TM ZA1& erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP0 FORM018,019 OANO-NAIL ® MYDRO,AZR Job Truss Truss Type Qty Ply HORTON 14421364 DR2879D M ROOF TRUSS 3 1 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:38 2003 Page 1 3 1-0.0 1-0-0 1-0.0 Scale = 1:5,9 6.00 12 2 1 4 1-0-0 2.4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-1 1 /Mechanical, 2=173/0-4-0. 4=10/Mechanical Max Horz 2=71(load case 4) Max Uplift3=-31(load case 5), 2=-154(load case 4) Max Grav3=31(load case 4), 2=173(load case 1), 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 154 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard i IF ieq t : Mo.451 1 hSTrATE OF O R t0'' ONtAL A WARNING - VerVy design parumeters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and h for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for loteral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllly of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrkatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OS13-89 Bracing Specification, and HIS-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onotrb Drive, Madison, W15371 V. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ,A„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS u JS Cr 0- oUUNO: O a A' UO a ca cY cs 00 BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, Mi! MiTekJill PANEL TM CLIP FORM018,019 HMRO-AIR0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. _ 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421365 R2879D M1 ROOFTRUSS 1 1 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:39 2003 Page 1 2 1-0-0 1-0 -0 Scale = 1:5.9 6.011 12 1 d 3 1-0-0 2A = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 - Code FBC2001 Matrix) 1st LC ILL Min I/defl = 480 Weight: 3 lb LUMBER BRACING TOP CHGRD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2=35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Upliftl=-17(load case 5), 2=-46(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 46 Ib uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard p1E BC Q t ' No, 4` 4..- 5161 ,k w Y SPATE OF oRtoa ANAL rr AWARWNO - VerVy design parameters and READ NOTES ON TBTS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for on individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality conhoL storage, delivery. erection and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC2 other. WEB7C3oS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , Q joint and embed fully. Avoid knots and wane plates from outside edge of o y u 0 at joint locations. truss andd vertical web. 0 o 4. Unless otherwise noted, locate chordsplices I/4 len th * 6"fromceatpanel adjacent joint.) 9 (_ 1 1 ) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPty of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40 0 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek®, engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMPO,A11R Job Truss Truss Type Oty Ply HORTON 14421366 DR2879D S ROOF TRUSS 2 1 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:59 2003 Page 1 1-5-0 5-2-5 9.10-13 1-5-0 5-2-5 4.8-7 4 j9Scale 1:202 a 4,24 12 30 3 2 FE 72x4 II 6 5 3.4 = 2.4 = 5-2-5 9-10.13 525 487 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.59 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0' Code FBC2001 Matrix) list LC LL Min I/deft = 480 Weight: 42 lb LUMBER BRACING TOP CHG)RD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=31 1 /Mechanical, 2=523/0-5-11, 5=429/Mechanical Max Horz2=367(load case 2) Max Uplift4=-369(load case 5), 2=-292(load case 2), 5=-212(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-6=-941 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 lb uplift at joint 4, 292 lb uplift at joint 2 and 212 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard I 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 ;F— 13 Uniform Loads (plo Vert: 1-2=-74.0 • : ` l /i ,• Trapezoidal Loads (plf) G • ' Vert: 2=-4.4-to-4=-183.1, 2=0.0-to-5=-49.5 No. 4.5161 TATE OFOt hQto'0'. Na MEMO rr A WARNING - Ver(fy deefyn parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss Mi! designer. Bracing shown It for lateral support of Individual web members only. Additbnal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the iesponslbBlty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Fsate institute, $83 D'Onolrb Drive, Madison, WI33719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each a other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ,, ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of c) O d ' at joint locations. truss and vertical web. 0 o 4. Unless otherwise noted, locate chordsplices at length(+ 6" fromcrpanel adjacent oint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J, J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without approval of a MiTek®. prior professional engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HYDRO -AIR S Cz A r Li, G ram,=G i-tT C- vmm= 12-8-0 BRG. IN ENTRY 1 8-4-0 1 IwpFrllrl0-: ALL BEARING WALLS TO BE PLACED J L 1 PLY HGR. rICTI('E±! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS 1 PRIOR TO SETTING TRUSSES.. I- - - - - 1. IED DRAWNGS--LOADING--PITCAND E 1VER/HANGSWALLS SHOWN ARRING.. OI3PLYHGR. I SIGNEDAPPROVAL: X - - - - - - JOB NUMBER: DR2879D DATE: 5- 23-01 PITCH:[lullLOAD: SHINGLES 407-321-1440C CU SPAN CUSTOMER: D.R. HORTON 6 BY: T.H JOB NAME: 2879 "D" ELEV. o R A /H. 12" C -Z V 23-2-0 T2-V-= k I j U T 2 w - I w T 219 D i T 2 T 2'- ! I — I FLOOR TRUSSES TO BE o --- T2 8-0-0 B R G . I - 1---- -------- -- = =-_. T244V T2 o I L I O j T 2,q fi r to I ! j = HI T 2 T-- • T2` I I NOTE. PLACEMENT MAY VARY --- DUE TO FIELD CONDITIONS ----- --- --- A/C PLUMBING ECT. w T19 SEE INSTALLATION GUIDE w i I I z Gs y ciZ, mV dL:, j-------= r =' 1 ' S , c C' I— ; o ! n Si Z= x 772, L 19-8-0 TRIM IT FLOOR SYSTEM rllrlOALL BEARING WALLS TO BE PLACED L 1 PLY HGR. NCTIC E! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING ITRUSSES.. I d 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI L— - - — - WALLS SHOWN ARE TO BE BEARING.. - - J ji 3 PLY HGR. L SIGNED APPROVAL: X 1 JOB NUMBER: DR2879D DATE: 7-2-01 CU SPAN CUSTOMER: D.R. HORTONC BY: T.H JOB NAME: 2879 "D" ELEV. Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xls PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 . 2 INSTALLATION DETAIL WM SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 11000 3 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION IFLEX0029 11000 INDEX . MASTER FILE NUMBER 2 _ IFLEX0020 110004JINSTALLATIONDETAILW/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 .. . INDEX!--.' 6 INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0016 11000,1500 & 2000 6 INSTALLATION DETAIL W= SCREWS IFLEX0026 11000.1500 & 2000 INDEX FILE NUMBER 4 " MASTER 7 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0018 1000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 1000,1750 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1760 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,1750 & 2000 INDEX .-MASTER 12 FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS JFLEX0021 1600,1000 2000 13 ISLIDING GLASS DOOR INSTALLATION WITH 98 SCREWS IFLEX0027 1600,1000 2000 INDEX,.'. 14 MASTER FILE NUMBER 8 :. FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 / 1500 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 1000 / 1600 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 11500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES, 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1100011500 21 FLANGE VERTICAL MULLION SECTIONS / DE51GN PRESSURE CAPACITIES 1VMFLG 1000 / 1500 22 - FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 1VMHMFLO 1100011500 INDEX'.* 23 MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGEHORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLG 2000 30 IFINVERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 IFLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLG. 2000 tr> i Page 1 or 1 milemasters.A3 TEST REPORTS Q AUTY WINDOWS BY FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" . X 72" SER.. 1000 SINGLE .HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" .SER.. 1500 SINGLE -HUNG NCTL-210-2318-1 53. 1 /8" X 72" SER. 2000 SINGLE, HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" . -SER: 1000 SLIDING GLASS DOOR XXO - NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY -BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. 80AFTEST CONCRETE OR MASONRY OPENING 3Y OTwE S ONE BY VOOD BUCK BY OTHERS CAULK BETWEEN VINDOV FLANGE L VOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK By OTHERS GLASS (TYP.) SEE NOTES) VINDOVHEIGHT ONE BT VOOD - BUCK BY OTHERS CAULK BETV -N vOOD BUCK t HAS'T, OPENING BUCK VIDTM BY OTHERS SHIM AS REDID. INSTALLATION ANCHOR FLANGE TYPE •1/A. MAX. - 3/16' CIA. TAPCON VINDOV FRAME (SEE NOTES) SHOVN (SEE NOTE 9) JAMS RINSTALLATIONANCMGR 3/16' CIA. TAPCON SMOVN (SEE NOTC 91 1-1/4' MIN. CLASS (TIP.) EMBEDMENT (SEE NOTES) c . it BUCKHEIGHT BY OTHERS I v C CAULK SETVEEM / LY VINDOV FLANGE J t VOOD BUCK PCRIMETER CAULK BY OTHERS VDNOOv vIDTH I 1 STi)CCO ' BY OTHERS CAULK BETVCEN SECTION B—B NAVY. OPENING By OTHERS WINDOW WTH. Is WINDOW HGT. I I K. l ELr VATION VIEWED FROM EXTERIOR SILL STOOL BY OTHERS CAULK BETVECN L1MDOv FLANGE A PRECAST SILL t PR V/£ CaST 'Stu By OTHERS VLLKEN 116 ADHESIVE CAULK Aj OR APROVED E0.• SECTIONION A -A kipp F 2 12002 o B. PRCPARC, Bn PR3MXI L APPLICATION C11 NC:RING. j TAPCON LOCATION CHART CALL TIP TO L AEONS IN HtA LOCATIONS IN JAM UP PY UP TOI PSF TO SIZETIPSOsTOTO5opsPY 022 74 x 36 C.0 C.0 U I,J023 7. X 36 3/0 C.0 B.C.O.E IJ.K.LIJ.K,L D24 7- X SO 6/e C.0 D.E I,J.K,L I . X D 1 .l 033 106 I/. X 38 3/6 I S.C.0 I 3.'.0.; I IJ.K,L •I IJ.K,L alofI/. x • B.C.C'.• 3.0 •.L.F I.J.K,L G...1 -K, T22 11 x 6 I. IJ T23 I11 I 3e ]/! B.C.C.£ 0.? F' UXL IJ.K.I ITaIIIxSO ! B.C.D.£ C.O.E.F I,J.K,L I K u3 120 % 36 3/6 B.C.C.= A ?=.0.£.F IU.KI IJ.N.L IA. X e A:B.C.C.E.r A.3.C.O.E.F G.M 1J.K : I.J K 6020 72 X 24 61 I.J 6030 72 X 36 C.0 B.C,D.; U LJ,K,L 40 7 A C.O B.C.O.E IJ.KA I,J K.l 20 e4A24 1LJ 7030 BA X 36 8.C.0 e I e.C,O.E IJJ(J. 1.J X.L 7040 a• a C...E C.0.E I.J.K1 I.J.K.L 9020 96x 2+ 9030 96 x 36 8.C.0 tB C.O.£ IJ.K U.KL AA B.0 ^ = A.B.C.DE.F I.J.K. 9020 108 X 2A cFIJUK U. X.L 9030 106 % 36 B.0 y'.; 3.C.O.EU.K,L C G r A.B.C.O.E.IJKL 10020 120 x 2A NJ.K,I 10030 I 120 X 36 8.C.: A.B.C.O. IJAA 10040 120 X 48 B.C.O.; A9.C•O.E.IJ.K.L H r 1J B Noes: 1) SHIM AS REO'D. AT EACH INSTA:.LA.T10NANCHOR. w.x. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERLk: ALL'U:NUu Aa.LOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTHL TO ACHIEVE UK EMBEOrNT•OF 1-1/4' INTO MASONRY OR CONCRETE. A) USE SIIICONIZED ACRYLIC CAULK BEHIND WINDOW F64NGE AT HEAD h JAM8S. SILL MUST BE aTTACHE3 TO THE SUSSTRATC WITH VULKEW 116 ADHESNE CAULK OR APPROVED EDUAL. S) USE SILKOMZED ACRr,J.- CAIr.K FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF. EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OuANTITY. USTEO WITH NEXT LARGER SIZL.FOR THE APPROPRIATE DESIGN PRESSURE REOD. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEWS OF ASTM E1300 GLASS CHARTS. e) LETTER CESIG•wTIOhSON THE TAPCON LOCATION CART INDICATE WHERE TAPCON ANCHORS 'ARE TO E£ INSTAL-EO WHEN USING THE EXTERIOR ELEVATMON AS A KEY. 9) ALL FACTORY APPLIED HOLES 7.07 DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W:'.4 /e STREWS OF SUFFiOE.%: LTM. TO PROMO£ MIN. 5/8 IN. EuBEOV;':T IN7,1 WOOD BUCK. 10) APPLICATION OF VULKEV 116 .:HEST/; CAULK AT --RAVE SILL MUST COMPLY WITH SEALAN- LuNU'FA.:TUP£?'S RECOMMEIIDATIOI(S. 11) WHERE WINDOW IS INSTALLED L% MASONRY OPENING WITH A STRUCTUAL TWO 8+ BUCK. USE If 0 SC=£'A'SOF SUFPICIENT _ENGTH TO ACHIEVE 1- 3/8' MIN. EMSEDMEI.T AT A: INSTALLATION FA::ENER LOCATIONS. LLAVVQQ A27 605•0363 I.A. SNEATMIN& CALLK BETWEEN BI CTMERS WINDOW FIN t SHEATHING INSTALLATION ANCHOR •9 SCREW STUCCO OR SIDING BY OTHERS PERIMETER CAULK By OTHERS GLAZING (TIP.) SEE NOt£ 7) VINDOVMEIGMT PERIMETER CAULK Of OTHERS I' MIK TWO BY VOODBEDMCNTr— /- BY OTHERS INSTALLATION ANC1Q'R .B SCREW STU"O OR SIDING BY OTHERS CAULK BETWEEN WINDOW FIN _„J I.NIIyt-SHEATHING SHEATHING EBYOTHERSMBEDMENT SECTION A -A I 1/A- MAX. SHIM SP?LE SHIM AS REQ'D. SEE NOTES, FIN TYPE VINDOV FRANC HEADER WINDOW HEIGHT WINDOW WIDTH ---may MAX — IT rP.) 1 EOUALLY SPACE ANCHORS p ( TYP.) Ml WINDOW WIDtM TWO BY WOOD BY OTHERS SHIN AS SEE NOTES) 1/s• Hux, SHIM SPACE CAULK BETVC--N VtNDOV rim t SHEATHING GLAZING (irPJ J SCE NOTE 7) PERIN£TCQ J. BY OTHERS SHEATHING Br OTHERS FIN TYPE WINDOW FRAME JAMB STUCCO OR SIDING Bi IN, OTHERS ANCHOR •B SC SECTION' B-B 1• MIN. EMBEDMENT I 2U.C. . fIN TYPE MA)L (TTPJ TYPJ WINDOW FRAME 6' MAX. (TTPJ SILLELEVATION VIEW D R a x RtOR WARBLE SILLOO STOOLByOTHERS iAS 17:Hr„=.'. till .'.}.4'. NOTES 1) SHI AS REO'O. ADJACENT TO,EACH INSTALLATION A`.CHCR. MAX. ALLOWAZLE SHIM STACK TO u , Tp T .e l }•- p C- BE FRAME 2) WINDOW rMATERIAL- ALUuwW+ ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFF"NT LTM. TO A:HIEVE MIN. EVBEOuENT OF 1• INTO WOOD FRAME MEMBER. TI/.' jf A C' t !7 `t• jj USE SRJCONIZED ACRYLIC CAULK BEHIND WINDOW FIN A: MEAD. SILL C JA 6S. S) VSE SR)CONZED ACRYLIC -CAULK FOR PER:METER SCAL AROUNO EXTERIOR OF WINDOW FRAME. SPACE SHIM • ----- MAX 6) CLASS THICKNESS MAY VARY PER THE R£C•JIREWENTS Cc ASTu E1300 GLASS CHARTS.. 7) INSTALL INSTALLATION FASTENERS AT 6' MAx. FROM COP.vERSAND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. W 'M ACHOR SPACING AS STAT_O. IS 70.0 PS; FOR ALL AVAILABLE SIZES UP TO 73' x 71 • u-;x. SHIM AS REO•D. SEE N(ITr— TWO BY WOOD BY OTHERS PREPARED Bn PRONXI t APPLICATION C-41WRIK. DIG: M INTERNATIOMAL KVT.. SUIT( 1%. ICA74M. FL3:DA 3274e P10C A:7 (OS-026S FAX 427 3"-131 F SHEATHING CAULK BCTVEEN BY OTHERS VIN S.CATMING INSTALL A ANCHOR as SCREW TUCCO SIDING 8r OTHERS 1 1 GL c VINDOV HEIGHT I• MIN. NGF ]NFNTI INSTALLATION. I IIANCHOR98SCREV STUCCO OR ISIDINGof OTHERS CAULK BCTVEEN VINDOV FIN SHEATHINGtSKATNINGBYOTHERS EMBEDMENT SECTION A -A TvO BY vOOD BY OTHERS 1/4' MAX. SHIM SPACE SHIM AS REO'D. FIN TYPE (SEE NOTES) vINDOv FRAME HEAR VINDOV VIDTM TVO BY VOOD By OTHERS SHIN AS REO'D.—\ SEE NOTES) 1/A• MAX. SHIM SPACE CAULK BCTVCCN VINDOV FIN t SHEATHING 1' MIN. EMBEDMENT I OTHERS SECTION B-B EOUALLY SPACE 1 ANCHORS (TYP-) ors 1) SNmA AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MARBLE SILL 'A 6• MAX. MAX. ALLOwASLE SHIu STACK TO BE 1/4. STOOL BY 24' O.C. - (T YP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061 OTHERS MAX. (TYP.) 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT VX TO 6' MAXATYP.) ACIIIEVE MIN. EMBEDMENT OF I-INTOWOOD, FRAME uEMBER. A) USE S4[ONRED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. L VIO N .) USE SRICONAZED ACRYLIC CAUL( FOR PERIMETER SEAL AROUND WAX RIOR EXTERIOR OF WINDOW FRAME, 1/4' MAX. VIEW 6) GLASS THICKNESS MAY VARY PER THE RMAREMEHTS OF ASTu WM SPACE E1300 GLASS CHARTS. 1 ,r _ A 7 r ram:;" A r' (` / 7) INSTALL INSTALLATION FATENERS AT 6" MAX. FROM OG2rER5 i..L1 .t::.: F..:b. AND MAX. 24' O.C. DESIGN PRESSURE. CAPACITY OF INSTALLATIONS wG,( ANCr.OR SPACING AS STATED. IS 70.0 PSF L"21 FOR ALL AvAMc,E SIZES UP TO 119- X N9 S/8- MAX. 60M,DER i . NIN AS REO,D. cSCC NOTES) MASIZZ N TvO BY VOOD BY OTHERS GLAZING (TYPJ - SCE WTI. 7> SHEATHING vINDOV VIDTH HY OTHERS PER:HETCR 2N' O.C. FIN TYPE VINDOVj CAULK FRANCJAMBBYOTHERSANCHOR 3 S NX' A I STUCCO DR ANCHOR 3 SCRcv II < TYPJ SIDING BY VINDOV HEIGHT I E REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD. FLORIDA1 TITLE: INSTALLATION-DETA!L V/ R8 SCP.EHSHORZ. SLIDING FIN VINDOV xOx CONFIGURATION- SERIE, 1000 i DRAWN BY: BB APPROVED BY: r.•. 1 `Lu c DATE:12/1?/01 SCALE: N. T. S. DWG.: FLExD029 PR[ PARCD lY, PRODUCT a APPLICATION ENGIMECRAG. IK.. i30 INTCRwTICmAL PKvY_ ..ITC tsD. N [.TwRDV. ELNJODA 3Z746 PHONE 407 IM 363 Fu 407 )93-0)66 VOOD ONE BY v0GD CONCRETE DR CONCRETE OR CAULK BETVCCN r INSTALLATION ANCHOR BUCK BY D,HERS 14$ONRY OPENING MASDNRT OPENING BUCK L MAS•Y. OPENING }/I6' DIA, TAPCOM Br OTHERS BY DTHERS BY OTHERS + B.W. 1-1/. M1M BUCK VIDTN) I —'j ENumcAl ONE BY vDDD 1/4' SHIM BUCK BY OTHERS SPACE MAX. C> 1-1/4' MIN. FLANGE TYPE CAULK BEiVEEn EMBEDMENT vINDOV FRAME SS*M AS REO'D. VINDOV FLANGE 4 G JAMS tiff NOTES) t vooD B"rK INS'ALLATION ANCHOR I T 3/16' DI! TAPCDN 1/a' slily SPACE MAX. ; R11,10 VINYL GLAZING BEAD GLASS (TYP.) SCE NOTES) STUCCO O BY OTHERS SHIM AS RCO'D. PERIMETER (SEE NOTES) CAULK B.M CAULK BETvEEN By OTHERS <BUCK vINDOv FLANGE vx t vDOD BUCK v VIMDOv FLANGE TYPE HEIGHT) HEIGHT) viNDOv FRAME PERINETERHEADERCAULK STUCCOGLASS (TYP.) BY OTHERS BY OTHERSSEENOTES) V.V. vINDOV VIDTN) CAULK BETWEENBUCK - SECTION B—B M?SL7. ING NOTES. BY OTHERS RIGID VINYL 1) SH1u AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLEGLAZINGBEADSHIMSTACKTO -BE 1/4'. TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH, 10 ACHIEVE MIN. PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. USEWINDOW FLANGE ATCAULKvINDEEOVFRAMEa) JAMBS. SILL S; UCOMIAEDCRYLIC BE ATTACHED DTO THDE SUBSTRATE WITH VULMKEEw 8 BY OTHERS SILL 116 ADHESIVE CAULK OR APPROAD EOVAL. ' S) USE SrLC SIZED ACRYLIC CAW( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE a 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT WCER SIZE, FOP THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAT vARY PER THE REOuIREuENTS OF ASTM E1300 GLASS CHARTS. CAULK BETWEEN V V a) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE VINDOv FLANGE V WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE L PRECAST SILL - EXTERIOR ELEVATION AS A KEY. ADHESIVE vuLKCAULK PRECASTBYOTHERS SECTION A -A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TA:COM ANCHOR DR ED COL. SHOULD BE FILLED WITH /8 SCREWS OF SUFFICENT ITN. TO-PROvIDE MIN. 5/ 3 IN. EMBEDMENT INTO WOOD BUCK. W.V. 10) APPLICATION OF VULKEY 116 ADHESIVE CAULK AT FRAYS SILL MUST A / COMPLY WITH SEALANT MA.NuFACTuREP.'SRECOuMENDA:ONS. 1I) ONE AWTOxAL FIELD DRILLED O INSTALLED ANCHOF IS REO'0. IN A B C D EACH JAMB ON THE FOLLOWING SIZES: '025- (73 1 62). '026' 73 X: 71).-56M60u•'(65 X 71). B •60u6OM• (71 x7l). PLACE _ ANCHOR BETWEEN ANCHORS 'C AND I' AND BETWEEN ANCHORS H E AND J• / ss PSr ONLY. 12) WHERE WINDOW W BINSTALLED 1N SCREWS`.' OPENING WITH A LENGTH T WL F TWO BY W000 BUCK, US- DM SCREWS OF SUFFICIENT FASTEN TO W.H. ACHiE'JE 1-3/B- ION. EMBEDMENT AT AL wSTALUTICN FASTENER G ' LOCATKXNS. ON SIZES NOTED IN NOTE 1!1 ADO A 710 SCREW I••I ANCHOR 'TO EACH JAMB FOR NOTED DESIGN PRESSURES. B B CAFI''ittA ; FLa L. .Aa.r• I ^' I J MANWACTMU KAM V Fd?/4DfE.tr,Pc/c A ELEVATION '? II VIEWED FROM EXTERIOR - - PREPAAi^_ 51. FR9DI/.1 t A MICATICN Cr 11 CALL TIP TO LVi-AIMJN:) Psr 6- V IN NCAV SOFV V UM AIIUNZ, Iry Jb'V JAMt% OFV SIZE TIP TO TO To To To I TOS- F 7 • S 7 IH2 26 1/2 x 26 C C C GM G.M CM 1.3 26 1/2 x 3a 3/a C C C G.M G.M GM thA 26 1/1 X 50 3/6 C C C G.H G.M GMJ.J 11•45 26 1/2 X 36 1/A C C c G.M G.M CJMJ.J 1H5 26. 1/1 x 63 C C C G.M G.MJ.J GMJ.J IN6 26 1/2 x 72 C C C G,M G MJ.JC h u 1 h M n 23 37 x 38 3/a C C C G.M G... GMMJ 24 37XSO5/3 C C C I G.h G.NJ.J G,.J 2a5 37 X 56 1/A C C CC C C.M G.M G.MJ. i G.MJ. J GJ,,I. J 2526 37x 63 37 X 72 C C C CC.H,I,J C.MJ,J G.eJ. J EF,G. M,I,J I/e X n y,n 33 S3 1/1 X 3a 3/e C B.0 E.0 G. G.M GMJJ a 53 1/3 X SO 5/8 C B.0 C G.H G,MJ.J G.." 3N5 53 / 1 X 56 Sp C B.c 3.0 G.HJA G.MJ.J E.F,G.yJ,J 33 33 Vex 6] C B.0 e.0 G.MJ.J G.MJ.J E.i,G.h.0 6 1/ x 7 C B.0 B.0 G.M E.F.G.M.1,J E.F,G.NJ.J 2 C23 7aX 30 3/9 B.0 E B.0G.H G.M1.J GMJJ 024 7. x s0 5/a B.0 B.0 A.B.C.O GMJ.J G.MJ.J EF,G.n,U 0245 74 X 36 1/4 B.0 B.0 A,B.C.0G.MJ.J E.F.GJMJJ EF.u!M.0 Dig lA x 63 B.0 B.0 A.B,C.OGN.0 E.F.OMJ.J E.F.G.MJJ• 74 x 72 B.0 B.0 BC.O CM.I E.F.GM,1.J El.GM.U• 20Y20Y a x 24 22: 20Y37uX36Cc C C.n G.N G.N 20MACIM 24 X 46 C C I C G.M GM G.M 20Y46U 24 X 54 C C C G.M GM I GM.LJ 20u50u 24 X 60 C C C G.M G.M C.n.0 Y 4 A x 72 C C C G. M G.M I,J M I 3OW20M 36 X 24 C C L N M 3OU30M 36 x 36 C C C G.M G.M 6.M 3OU40W N X 48 C C C C.M G.HJ,J GMJ.J 3OW46M 36 X St C C C G.N GJMJ.J G.HJ.J 30LSOu36 x 60 C C C G.M GIIJ.J'. GM.I.J 3OU60M 36 X 72 C C C C.NJ.J T.HJ.J E.F.G.N,LJ A0u30u 48 X 36 C C B:C G:M GM 4Fr— GM. I J 4Ou40M AS X 48 C C B.0 G.M G.MJJ GMJ.J QuA6uas X 54 C c B.0 GM G.HJ.J G.MJJ GM.I. J 4OU50MAOUGOW 48X 60 AS X 72 C C C C B. 0 B.0G.MJ.J O.M I,J E.F G.H Ij E.F, G.M.0 rremij A Y Y o.E M G.M G.M 46u30u Sax ] 6 •C B.0 B.0 GM GM GMJ.J a5ua0u 5a X as C e.0 B.c cM G.MJ.J G,HJ.J A6w6u 5a X SA C B.0 B.0 C.HJ.J ' C.HJ.J E.i.G,M,U 46us0Y 54 X 60 C B.C. BC G.M,I,J G.MJ•J E.F.G.M.0 A 4 V S• X 7 C B BC H I F HI C 20u X a 8, GM G.n G.n 5Cu30u 60 X 36 C B.0 B.0 GM I GM GMJ.J WM40U 60 X 46 C B.0 B.0 GM G.MJJ G.MJ.J50MA6u 6C X 54 C BC B.0 G.MJ.J G NJ.JEr.G.MJ.J SOuSOu 60 x 60d. C B.0 B.0 Gm.0 G.MJJ EF.G.M.0 s0u60u 60 x 72 C B.0 B.0 G.M.I.J . EF.G.M.0 E,F.G MJ.J56u30u 68 X 36 B.0 B C ! B.C.: T.F.GG.HJJ 56uaoY 66 X as BC' B.0 A.B.C.3 J G.M.IJ 56MA6u 66 K SA BC S.0 !'B.C.: .J E.F.G.MJJ 56u5ou 66 X 60 ex BC A.B.C:: .0 C.F,G,MJ.JS6Y60u66 X 72B.: BC A.B.C.: ..u E r.G.M I,J' Y JZ A d4 ' V. 6Du30u 72 x, 36 B.0 B.0 ! B.C.: G!M G.M GM,I,J 60u4Cu 72 X Aa B.c B.0 ! B.C.: GM G.MJ.J GM,U 60Y464 72 X SA B C BC ! B.C,: G.H.I,J G.HJ.J E.F.G.M,I,J 60/J50M 72 X 60 BC B.0 A.B.C.: O.M.I,J E.F,GM.LJ C F ;.HJ.J Gom6o. 72 X 72 SC B.0 A,B.C.D GM I,J - E.f G N 1a M 1 J• ADDITIONAL_ ANCHORS RE,•D. S=E NOTE It FLORIDA EXTRUDERS INTERNATIONAL, NFo D. FLORIDA TITLE: 1NSTALLATIGN DETAIL W/ TAPCONS HORZ. SLIDING FLANG-'WINDOW - SERIES 1000 DRAWN BY: BB I APPROVED BY: 4,1LDATE: 10/23/O1 SCALE:NTS DWG.: FLEX00=0 i;f4. INC. Z50 INTCR)AATI^ PnvY_ :u1fC ZU. ME.r-:3v. rt:4;DA 3Z746 P-GmC A)7 605.0265 ra W 805.03ji y ONE BY VOOD BUCK BY OTHERS CAULK BETVEENVINDOVFLANGE L VOOD BUCK CONCRETE OR wSONar OPENING By OTHERSr O a CAULK BETVEEN B.V.— FIEDMENT 1-I/a• MIN VOOD BUCK t (BUCK VIDTH) MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE By v00D 3/16' DIA, TAPCON D I BUCK BY OTHERS 1-1/4' MIN. EMBEDMENT INSTALLATION ANCHOR 3/!6' DIA. TAPCON SHIM AS REC'D. RIGID VINYL (SEE MOTES) l/. MAX. GLAZING BEAD (S TYP.) STUCCO J SHIN AS R£0'D; BT OTHERS PERIMETER I/a• MAX. SE£ NOTES) GLASS tiNOTES)SEE NOTES) CAULK BY OTHERS FLANGE TYPE — FLANGE TYPE VINDOV FRANC vINDOV FRAME JAMB CAULK BETVEEN HEADER VINDOV FLANGE — RIGID VINTL L VOOD BUCK GLAZING BEAD L (TYPJ GLASS V.V. OV hII ,/— (TYPJ (SEE NOTES) VINDOV VIDTH) Bx BUCKHEIGHT) CAULK BETVEEN VINDOV FLANGE L PRECAST SILL V/ VULKEM 116 ADHESIVE CAULK. OR APRV'D. EOL. FLANGE TYPE L•mm FRAMEPERIMETERStuCAULK BY OTHERS SECTION B—B PRECAST SILL W.W• FA AlByOTHERS C NOTrc• SECTION A —A 1) SMIM AS REO'O. AT EACH INSTALLATION ANCHOR. ,ux. ALLOIWABLE SHIM STACK TO BE 1/.-. 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE r—T MIN. EMBEDMENT Of 1-1/.' INTO MASONRY OR CONCRETE. A) USE SIUCOMZED ACRYLIC CAUL( BEHIND WINDOW FLANGE AT MEADWITHp@JAMBS. SILL MUST B£ ATTACHED TO THE SUBSTRATE ARAM 115 ADHESIVE CAULK OR APPROvEO EQUAL S) USE Sa CONIZEO ACRYLIC CAULK FOR PERwETER SEAL AROUND W.H. FEXTERIOROFWINDOWFLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN AMCHTR CHART, ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FDR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REWREMENTS OF ASTM E1300 CLASS CHARTS. 6) LETTER OESO"T10NS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WMEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR. SHOULD Be. FILLED WITH IS SCREWS OF SUFFICIENT L7H. TO PROVIDE NM.'5/8 IN. EMBEDMENT INTO WOOD BUCK. A 10) V4 A O APPLIES TOOT E FLORIDAS SINGLE HUNG K SHOWN. THIS ELEVATIONPPoNfALSOAPPLIESTOTHEFEXTRUDERS1500ANDLOOTSERIES SINCL£ MUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE /10 SCREWS OF ' 4UFFICIENT LENGTH TO ACKEVE 1-3/8- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. 1 0 HERS v I/ v NTER 1 CAULK OTHERS CAULK BETVEEN I VOODBUCKLJMAST, OPENINL BY OTHERS CONCRETE OR MASONRY OPENING By OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN 'JAMS SIZE SIZE* 30.9 To AO.V IIIV TO 70PSF 10.v TO 60W A:V TO 7>V 12 16 I/5 x 25 8 B r.G f,G13 IS 1/8 X. 37 3/5 B B r.G f.Gla Le I/6 X .9 5/8 B B r.G r,GU5 16 1/6 L'53 1/4 B B r.G r.Gis IS 1/5 A 62 8 B rc• F.G 15 to 1/8 X 71 B 8 F.G F.GAJ ti 1 1 X A rG K IM- 23 1/2 i 3S 8 B IM3 25 1/3 x 37 3/6 B f.G F.G IH. 251/2 x 49 3/e 8 8B F.G F.GMJIM45 23 1/2-x SS 1/. 9 9 F,c r,GMJ TH5 23 1/2162 8 8 F.G r,GMJ' IMG 25 1/2 1 71 9 9 F,G r.G,MJ 1M7 25 1/2 183. B 8 F,GJ.K F,GJ.A w 1/2 . 2.1z9 1/7 1 25 8 B 11 r, c i,c 301/2 • Se 3/. 20 1/2 . 50 3/8 29 I/2 It 77 3/6 29 1/2 1 49 5/6 8 B F,c F.GJU30 7/2 29 1/2 1 SS 1/. B B F.G F.G F,GXJ F, GMJ 301/2 . 63 30 1/2 . 72 ri 1/2 X 62 29 1/2 x 71. 8 8B 8F.G.Mi F.GJU 30" 1 2. 64 29 1 2 x 63 e B F.GJX r.GJ.K 22 2338 x 25 36137. v,5/6 8 B FA, r.G FA 2a 36 1 .9 B BB erJ; f.c F.GMJ F, cMJ rs25If. 36 = a 1/ 36 x 62 B IS r.GJ(J r.GJ!J 26 36 X 7, B 6 f.G.MJ O.EI.GJV7 36 x 63 B 8 F,GJR r G.MJJ.K A , 2 . 3e 3/e 41 X 23 1 1 37 3/5 tj BB r,G r,6,MJN2 . s0 S/e 41 1 .1 5/5 B B8 Br.G F.G,M,1r.GMJ r, GJLI 42 . Sd 1/. 42 . 63 I 1 53 1/4 1 X 62 B B GX1 O,E..OJ'J 42 . 72 a 1 7t 8 8 rc.MJ O.CI.GJ•J a A N 1 63 r G .K f,cJ1.1J.K 48 26 46 . 3e 3/3 47 X 25 7 X 37 3/0 5 8A.0 A. 0 F.c r.GJ4J 6 . 50 5/3 47 x 49 5/8 B BA.0 A,C c r. GMJ F. crJF. OMJ 48 . 56 1/. 48 . 63 47 A 53 1/4 7i F.cJU D.E.FAl-J 46 . 72 7 X g tic F,O.MJ 0E.F.GJ•J A.. J X e3' r K 32 32 Ve X 25 B A.0 F,C F.G 33 S7 1/8 x 37 3/e B A.0 r.cF.cMJ34 52 1/. X 49 3/6 B A.0 F.G NJ F.cMJ345 52 1/8 x 35 1/. B A.0 r.G.MJ O.EF,G.HJ 35 52 1/8 x 62 B AC F,G.M,1 D.E.F.C.MJ 36 32 t/6 X 71 B A.0 F,G.MJ D.E.F.GMJ 37 53 1/e x e3 B AC F.OJ.K O.E.F.GJ.KJ.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERSINTERNATIONAL. LRIDAAQ , TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS.— SERIES 1000 , 1500 6 2000 DRAWN BY.: BB APPROVED BY: F.:'•'` I a [DATE, scALE:NTS DWG.: FLEX0016 PREPAREO 6': PRODUCT A APPUG7ION EMGMZERWG INC.. 250 PdVtM nOK% FMT- U0C 2%. (4i.ROW. ROAD. 32746 PHONE 47 e05-0363 F. 407 6:s-0366 CAULK BETVEEN WINDOW FIN t SHEATHING INSTALLATION ANCHOR @9 WOOD SCREW STUCCO By OTHERS WINDOW HEIGHT PCRIMETER CAULK B7 OTHERS SHEATHING BTBY\RS GLAZING (TYP) SEE NOTES) PCRIKETER CAULK BY OTHERS INSTALLATION ANCHOR me WOOD SCREW STUCCO By OTHERS CAULK-BETVEEN WINDOW FIN SNEATNING L SHEATHING' BY OTHERS SECTION A -A 1• MIN. EMBEDMENT TWO Br WOOD r— BY OTHERS SHIM AS REO'D. SEC NOTES) 1/A• MAX. SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYPA SEE NOTES) FIN TYPE VWDOV FRAME SIMARBLE SILL STOCKBrOTHERS TWO By WOOD BY OTHERS VINDCV WIDTH 1/4' MAX. SHIM SPACE SHIM AS REO'D. TWO BY WOOD SEE NOTES) - STUD BY OTHERS 1Tl?J,' ' 7Ld j A T T •,• A•Fr y+ 1 I• MIN. JC EMa"Dr MT GLAZING (77P) re.L`S2 FjJ.S ii (SEE NOTES) .— . 1 L SHEATHING' Br OTHERS CAULK BETVEEN L WINeeW 1 v.DTH I A I 8 B 24' D.C. MAX, (TYP.) COUALLY SPACE WINDOW ANCHORS (TYP) HEIGHT A 6tTYP) 6• MAX (TTPJ ELEVATION v1EwED FROM EXTERIOR 1'NIN. - .. EMBEDMENT FIN TYPE WINDOW FIN WINDOW FRAME L SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CAULK B WOOD SCREW BY CTNERS STUCCO BY GTMCRS SECTION B=Q NOTES, 1) SHIN AS REO'D. Al. EACM INSTALLATION ANCHOR. .. YAX. ALLOWABLE SHIM SACK TO BE 1/4-- 2) WINDOW -FRAME MATERIAL: ALUMINUM ALLOT. 6063:•.- 3) INSTALLATION ANCJtOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE LON. EMBEDMENT, Of V INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDCW FIN AT HEAD. SILL 6: JAM°S. ' - 5) USE S41COMIZED ACRYLC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNOOW FRAME. 6) IF EXACT -WINDOW SIZE IS NOT ViTEO'114-ANCHOR CKART• USE ANCHOR OUANTITY USTEO-WrtM NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER IKE REOUIREVENTS OF ASTM E1300 GLASS CHARTS... B) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO TKE-FLORIDA ETRUDERS 15M AND 2000 SERIES SING,HUNG WINDOWS. e.,.• ..s..... I,— r.rm,— v-.c-a.r.rr 1.7 .O .US 'fAr 1E7 -n" r CONCRETE ORNASO131TOPENING BY OTHERS ONE BY VOCD BUCK BY OTHERS CAULK BETVEEN vINDOV FLANC: p VOCD BUCK 1 . STUCCO BY OTHERS PERIMETER CAULK BY CTHERS CLASS (TTPJ SEC NOTES> VxVINDOV EIGHT) PERIMETER CAULK BY OTHERS a INSTALLATION ANCHOR' 3/16' DIA. TAPCON CAULK BETVEEN ACED BUCK & MAS'Y. OPENING BY OTNERS GLASS IT 1-1/4• MIN. ME NOTE$) C EM.BEDMENT cE T J ACt SHIN AS REO'D.Q# 1/4' NAIL SEE NOTES) FLANGE TYPE . vtNDOv FRAME ' IIIIhhh ------ A W.W. RIDGED VINTL •I ^ GLAZING BEAD BOC TBUCKHEIGNT) B B RIDGED VINYL GLAZING *DEAD W.H. .. FLANGE TYPEVINDDVFRANC B.V. BUCK VIDTM) SHIN AS REO'0. 1/a' MAX. SEE NOTES) MUD VINTL GLAZING BEAD rvN• •BN. CONCRETE ORE.)1(da:Nr MASONRY GPENII$ BY OTHERS C> INSTALLATION ANCHOR 3/16' DIA.. TAPCON . . v O ONE By VIED i BUCK BY OTHERS v FLANGE TYPE v vINDOv FRAME CAULK BETvN' PERM -TER . vtN00V FLANGE CAULKLVOODBUCKBYOTHERS CAULK BCivEEn OD BUCK t V.V. MAvY. OPENING By (vin v vtDT10 6T OTHERS STUCCO BY OTHERS SECTION B—B zL (TTPJ 6• MAX.. (TYPO) I A ---* j ELEVATION VIEWED FROM .EXTERIOR a. 1 a CAULK BETVECN VINDOV FLANGE PRECAST SILL V/ VULKEM 116 PRECAST SILL ADNESIVE CAULK BY OTHERS OR APRV'D. EOL. SECTION 'A —A-.,.-,-. T I yuuAS REO'0. AT EACH INSTALLATION AHUIOR. MAX. ALLOWABLE SHc4 STACK TO 8E 1/4 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16" 01A TAPCOH INSTALLATION ANCHORS MUST BE OF SU)FFIOENT LTH. TO ACHIEVE MIN. EMBEDAENTOF1-1/4" INTO MASONRY OR CONCRETE. . a) USE SILCOwZED ACRYLIC CAULK BFM1N0 WIIOOW FLANGE AT HEAD &JAMBS. SILL MUST BE A, TACHEO TO THE SUBSTRATE WTiN BEHIND 116ADNESA: CAULK OR APPROVED EOUAL. S) USE LLICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Or WINDOW FLANGE- S) IF EXACT WINDOW SIZE IS NOT USTEO IN ANCHOR CHART. USE ANCMOR'O"WITY USTEO WITH NEXTLARGERSIZE_. FOR THE APPROPRIATE DESIGN PRESSURE REO'0. 7) GLASS THICKNESS MAY VARY PER THE REOWtEuENTS OF ASTM E13W CLASS CHARTS.. 8) WHERE SPACING BETWEEN TAPCON ADICMORS EXCEEDS Ta IN. O.C.. /8 SCREWS.Or SUFFICIENT LTH. TO PROVIDE uIN. 5/8 IN. Eu°E7uENT INTO WOOD BUCK SHOULD BE INSTALLED. 9) FLORIOA EXTRUDERS 1000 SERIES FIXED WINDOWf IS SHOWN- THIS PRINT ALSO APPLIES TO THE RORIDAEXTRUDERS2000SERIESFIXEDWINDOWS.-- . 10) SEE BACK OF THIS SHT. FOR INSTL'N ANCHOR REOUIREMENTS. 11) APPLICATION Or vULKEM 116 ADHESIVE CA%&X At FRAME SILL MUST COMPLY WITH SEALANT WNAnUFACTURER' S RECOMMENCATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USEI10SCREWS.OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT. I3) WINDOW UNITS CAN BE u;r_.ED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE wULL10nINSTALLATIONSHEETSFORREOUIREMENTS. 11 INTERNATIONAL: INC. FLORIDAEXTRUDERS. sANeoRD..FLORIDA TnU: INSTALLATiON D=TAIL V/ ONE BY BUCK IXED. FLANGE VI_NL W - SERIES 1000 & 2000 DRAWN BY: BB APPROVED BY: 7p02DATE: 10/22/0l (SCALE: NTS DWG.: FLEx0018 S1:EET t D: 2 I/ WArtD BY:'ppDUCT iC0.0.= COW.. Is0 INTENM)K NAL KWY• Su/£ 230. dATHR9A. ROINOA 37746 PMONC 407 605-0365 FAA 407 BCs-:see W. SHEATHING By OTHERS CAULK BETWEEN WINDOW FIN L SHCATHINC INSTALLATION— ANCHOR 68 SCREW ExTER[BY OTIHERS PERIMETER / CAULK — BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 68 WOOD SCREW EXTERIOR FINISH BY OTHERS 1 V MIN. EM2CDmCMT WINDOW WIDTH r 1/4' MAX. VtMD FRAMINGOTHEzINGSwu SPACE A- F. SHINAS CENTRAL FLORMA B SEE NOTES) `13E•. slur JL 1/ 4• MAX. W ! SHIM SPACE t A sj m FUE # Y ++ GLAZING SEE NOTE 6) GLAZING tSEE NOTE 6) FIN TYPE WiDov FRANC CAULK BETVCEN J l•NIN. ` WINDOWFINEM3EOMENTLSHEATHINGSHEATHING BY OTHERS SECTION A -A BUCK HEIGHTFIN TYPE WINDOW FRAME SHIM AS Rf0'D. 1/ A• MAX CSEE NOTES) VDOD FRAMING BUCK By OTHERS HEIGHT EXTERIOR FIN TYPE WINDOW FRAME A -- w' ELEVATION v1EwED FROM EXTERIOR z FL i 04, REPARED B+•: PROOUCT tEC+INOIOGY WOOD FRAMING BY OTHERS SHEATHING By OTHERS ITALLATION N'0.HCR IIB SCREW CAULK BETWEEN vINDOv FIN L SHEATHING SECTION B-B EXTERIOR FINISH PERIMETERCAULK Br OTHERS BY OTHERS NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHUN. MAX. ALLOWABLE SHIM STACK 70 BE 1/4'. 2). WINDOW FRAME MATEFM: ALUMINUM ALLOY 6063. ' 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I• INTO WOOD FRAME. 4) USE SllJCOKIZED ACRYLIC FOR :TER WINOOW SEA ,AROUND EXTERIOR FRAME. 5) vSE •SLUCONIZED ACRYLIC CI1Lu BEHIND WINDOW 6) GLASS THICKNESS MAY VARY PER REQUIREMENTS OFASTuE1300CLASSCHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS'ALSO QUALmEo. ' 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO t THE FLORIDA EXTRUDERS•1500 AND 1000 SERIES PICTURE WINDOW.' B ' 8) SPACE INSTALLATION ANCHORS AT 6" MAX. FROM CORNERS AND MAX. 24" O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITS ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVARABL.E SIZES UP TO 73' X 71' OR 63• x 95" OR IIS' X 37-3/8- MAX• 9) wLNDOw UNIT CAN BE MULLED TO OTHER UNITS VSING ALUMINUM TU?E MULLION. SEE MULLION . INSTALLATION SHEETS FOR RECIREMENTS. l /• 13/Oz ISCALE: N. T. S.jDwG.: FLEX0030 PKw. SLFE 2W LAXE KART. FLORIDA 32746 PHONE 407 E03-0365 FAX F7 E05-03456 r U CAULK BCTVEEN vIMDCv FLANGE L WOOD BLACK CONCRETE GR MASONRY OPENING Hr OTHERS EXTER:E7 FIXISM 97 pt.uRS PERIMETER CAULK By OTHERS MINDDv FRANCMEAD EXTERIOR vINDO•J FRANC SCL PERIMETER CA.:LK BY OTHERS EXTERIOR FINISH — By OTHERS CAULK BETVCEN WDL70W FLANGE L W00D BUCK CAIF.K BETWEEN vOLD BUCK L NwSGN4Y OPEMING IT OT-&RS ON CAULK BETVCEN WOOD B1ICx L MASONRY OPENNG BY OTHHCRS ONE BY WOOD MOM BUCK BY OTHERS 1) SMIM AS REO.O AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. ALLOWABLE SHdM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. INSTALLATION ANCHOR 3) 3/16• DLL TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO 3/16' D:A. TAPCON ACrOEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHJRS 6' FROM CORNERS k 2A• O. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHCRS SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTM. TO PRCNIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD 8(KK. d 1-1/4- WIN. WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY EMBEDMENT BLACK. USE 110 SCREWS OF SufliCIENT LENGTH TD ACKE'/E 1-5/9 MIN. 3. EMBEDMENT AT SAME SPACING STATED IN NOTE 5) USE SIJCONIEED ACRYLIC CAULK WINDOW A: MEAD. SILL JAMBS. r.. 1/4' MAX6) FOMINOUSESRICOwZEDACRrULKFORCARPERMETERSEA: AROUND EXTERIOR OF SEXSHIN SPACE wwDOw FLANwE. 7) CLASS THICKNESS MAY VARY PER THE REOUR(EMEN-S OF ASTm E13M GLASS. CHARTS. SRICLE GLAZING IS SHOWN. wSUpATING CLASS IS ALSO OUAUFIED. 8) BUILD DOw4 AROUND CURVED PORTION OF wU(OCw FRAME TO BE ENGNEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT S-RENGTM TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO TME'S-RUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES 61 2000 SERIES. HIM AS REo•D 10) ELEVATIONS SHDw COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF SECMOTES) THIS PRODUCT TO THESE TWO CCNFK.URATKINS. THIS SWEET APPLIES TO ALL CONFIGURATIONS TWAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW PRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER LWITS USING ALUMINUM TUBE MULLION. SEE - MULLION INSTALLATION SEERS FOR REOUIREAIENTS. ' A GLAZING ( TIP. SEE NOTCS) 4 CONCRETE OR \ WASONR7 . BY OTHERS SECTION A -A WINDOW WIDTH' INSTALLATION ANCHOR 3/16' DA TAPCON WINDOW HEIGHTSHIM AS RCO.0. B B SECNOTES) SHIM AS REO'D SEC NOTES) vINODv FRANK; JAMB GLAZING ( TIP. SEE NOTES) PERIMETER CAULK BY OTHERS ERTERIM FINISH J . BY OTHERS WINDOW WIDTH MIN. EMSEOMENT ONE HY vH-DDBUCK Br OTHERS INSTALLATICN ANCHOR 3/ 16' DIA TAPCON CAULK BETWEEN vx7 BUCK L MAS' 7 CFEN:NG it OTHERS C I I CAULK BCTL:EN WLN] DW FLANGE L WOOD BUCK CONCRETE OR MASONRY O- CNING BY OTHERS FCTICN B-B WINDOW WIDTH A A L 1/: MAX._ EXTERIOR ELEVATION EXTERIOR ELEVATION SHIM SPACE C INTERNATIONAL, INC QMIN. " FLORIDA EXTRti DER.. SANFORD. FLORIDA EWSEOMENfNONE BY WOOD 1 'A it h TITLESLANGE INSTALLATION DETAIL CONCRETE MEADER V/I BY BUCK BLACKBYOTHERSDESIGNER FIXED WINDOW 1000, 1750. L 2000 SERIES DRAWN BY: BB -APPROVED BY: DATE: 02it2/02 SCALE: NTS DWG.: FLEX0035 Hq( r.wj Hn Inxc, fcc 6 . O•. m wuK ?D+ R•/L. t= AL K•H.A:.Y. "mu Y)M A« MY OHO() Hr If1 K:•OM ONE BY BUCK HY CIHERS CAULK BETVECN VIML'J - FLANGE t S-EATHIKG P.Tv00D tTTP3--\ IT CTHERS EXTERIOR FINISH BT OTHERS PER:NE7CR CAv_K BY OTHERS SHIM AS PEED SEE NOTES) VIKCov FRANC HEAD WINDOWIQK?(i CXTERTOR GLAZING (TYP. V— SEE NOTES) V:KWW FRATti- I SILL PERIMETER CAviK SHIM AS REO'D - DY OTHERS (SCC NOTES) EX-ERMR BT CTHCRS CAULK BETWEEN QVINMOFLANGE t,OHE AT VOOD BUGt , CAULK P _T'JEEN VM0 B'..K t KASCPR• OPENIN-VITCITHERS CoNcRET`- OR q 'rTION A —AMASOHG • - - Br,O7,tiS IMSTALLA':ON ANCHOR K:D SCRCv BUILO DOVM By OTHERS un1 ts 10 SILL) : i5 •-1)Si4M AS P.£0'O. AT EACr- INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. A_CwABLC SHIM STACK TO BE 1/:. 2) WINDOW FRANC MATE:hk: ALUMINUM ALLCY 6063. r1_3/B• )(N 3) TAP -ON INSTALLATION ANCHCRS AT Sri w-ST BE OT SUr,CIENT LTH, TO AC. IZA- 1 EvSEDuENT Lm EMBEDMENT OF 1-1/: INTO LLASONRY OP. CONCRETS. /10 INSTALLATION SCREWS AT HEAD & JAMBS uUST SE 0% SUFFC:ENT LENGTH TO ACHIEVE 1-3/5- UIN. EMBEDMENT MTO WOOD FRAUNG AND BUL-1 ODWH wHERE REQUIRED. NSiALLATIO N ANCHGRS 6: SCREWS TO BE P? IkM 6 IN. FROM CORNERS d' 24 N. O.C. USE SLICW M ACRr•IC CAuLx BEHIND •wODw FLANGE AT hEAD. SILL @ AAMBS. 5) USE SL"MZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF I DOW FLAm". 1:•'.MAA. 6) GJSS TKaCKNESS MAY VARY PER Tn£ REOUAEMENTS OF ASTU E1300 CUSS SAM SPACE CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS -IS ALSO OUALFN3. 7) BAD DOWN AROUND CURVCO PORTION OF WINDOW FRAME TO BE ,ENGINEERED BY OTHERS. "-D DOWN MUST BE OF SuFF"N'T STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE S:RUCTUIZE. e) FLCRIDA EXTRUDERS 1000 SERIES OESIGNER WNCOw SHOWN, THIS PRINT ALSO APPLIES TO FLORIDA EXTR'.)OERS 1750 SERIES k 2000 SERIES. ' B) CLEVATIONS SHOW COuuCN CONFIGURATIONS. IT IS NOT INTENDED TO Lae. USE OF THIS PRODUCT TO THESE Two C0161WRATONS. THIS SKEET APPLIES TO ALL CCHFIGURATIONS TKAT CAN BE UANUFACTUREO FROM TKE 1000. 1750. a 2000 S£R1ES DESIGNER FIxED WNDOw FRAUNG SYSTEMS. 10) WNCOW UNIT CAN ALSO BE MULLED TO OTHER U(aTS USING ALUAUKUU TUBE uULUON. SEE MULLION INSTALLATION SHEETS FOR RCOW7EMENTS. BUCKHEIGHT swM s%A_E A EXTERIOR ELEy-TION a 1 L I-1/: M-CENTRAL FLORMA B.O.A.F.' u9EDuEN' 7, V•-OHC it VCOD A AR NAM: eA"+ : DUCK* BY OTHCRS M.C-BY711 -, c• -' A - 7} yx T- FffX INST. LATION ANC' 7 I, r•r V16' : IA. TAPCON J BUCK VIDTM Tv0 By fRAM1NG BT OTTERS SHIM AS PCC'D SEE NOTES) 9 1- 3/6- MIN. EMBEDMENT 1/ 4" MAR. NR/ SPACE CAULK BETvEEn TvG HY BUCK t. C-h'RETEBT GTNERS INSTALLA' IJN AMCHCR co S.RE': v: NDOV /RAKE X I' C." BETVCEN JAKB , vOOv rL.NCE L v D BUCK GAZING ( TYP, SEC # NEST) Q Qw\ CONCRETE OR' M. ASOR TPCRINCTCR CAULK BY CT ERS BYOTHERSVIN: OV VIDTH CXTCR: J FINISH SECTION B—B BY Or CRs WINDCW A WINDOW H( E:GMT B 8 I• A. FX. Trplr•= P-EVATION t.. • mc• rto4s• 'a A .rtwra.a +.. NR H)L K•T..1py. ILP:A• 3YiN roK iI K lt: Ir <> qoN 1' MIN. L•SOiK CAULK REMIND IN SHE•TMING Tv0 BY BUILDITCTMERSDOWNByOTHERS AB :NSTALLATMM I SHIM AS RCO'D. C-102 SCREW (TIPJ I cSEE NOTES) NA' MALSPAD: II EXTERIOR FINISH) E IT OTHERS PER:NETCR CAULK BY OTHERS rLN.rRAME HEADER GLAZING (TIP, SEE NOTES) MN EXTERIOR PERIMETER CAULK BT OTHERS ExTER:OR rNISH -• By OTHERS B INSTALLATION—*' ANCHOR SCREV, (TTPJ SHEATHING By OTHERS rim FRANC SILL SHIM A$ REO'D. cSEC rCTCS) II I SKI SINCE EXTERIOR ELEVATION Tv0 BY FRAMING BY OTHERS CAULK SCMIND FINJAJ J[pIEKi .. SECTION A -A I)1) SKw AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SMIM STACK TO BE 1/4-. 2) WINDOW FRAME uATERw_ ALUMINUM ALLOY 6063. 3) USE SlICONIZED ACRYLIC CAULK. BEHIND WINDOW FA AT HEAD. -SILL @ JAMBS. A) USE SMXOHIZEO ACRYLIC CAULK FOR PCRIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) GLASS THICKNESS WAY VARY PER THE REO•aREuENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. 6) SCREW ANCNORS AT READ. -SILL k 4Au3S SHOULD BE IS SCREWS OF SUFFICIENT LTM. TO PROv10E MIN. I IN. MIN..EuSEDuENT INTO WOOD FRAME, PLACE I6 SCREW ANCHORS.6" FROM CORNERS AND 24' O.C. MAIL. 7) BUILD DOWN AROUND CURv£D PRTION OF wINDOw FRAME TO BE ENGINEERED By OTHERS. BUILD DOWN MUST BE Or SUrICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRIM ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k, 2000 SERIES. 9) ELEVATIGNS SHOW COuvoN CDMFLGuRATgNS. IT LS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS, THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 2000 SERIES DESIGNER FIXED, wINDOw rRAUINO SYSTEMS. 10) WIN00'W UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUXREMENTS. wIT SHIM AS REO'0. — SEE NOTES) FIN rRAME JAMB — GLAZING cTTP. SEE NOTES) r UN' NML 3 INSTALLATION Dy, y,q ANCHOR SCREv cTrP.T Tv0 By FRAMING BT OTHERS I CAULK BEHIND rim L L— r xx CIQD(HNT ki SHEATHING BY CTMG+S EXTERIOR EXTERIOR FINISH BY OTHERS N M_ PERIMETER CAULK B T. OTHERS SECTION B-B WNDOW W;OTM A 1 1 HEIGHT e a A EXTERIOR ELEVATION FLORIDA 'EXTRUDERS'SAENRFORD, FLORIDA TITLE: FIN INSTALLATION' DETAIL DESIGNER FIXED WINDOW•1000, 1750, a 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/14/02 SCALE:NTS DWG.: FLEX0037 Nv'KA " n gbrtop Iw IN k". _n AL .atrL.,. I'M. w'" COMCRET_ OR SM:M AS RE'O'D _ MASONRY OPENING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE i WOOD BUSK CAULK BETVEEN PER1M(:TER WOOD BUCK 6 CAULK'RY PAS-Y. CPENiNG BY OTHERSOTHERS1 STUCCO( By. OTHER V li INSTALLATION ANCHOR 3/16' DIA. TAPCOW INSTALLATION ANCHOR RB SCREV (TIP. WHERE ONE By WOOD TAP:ONS ARE NOT REDID.) BUCK BY OTHERS I 1/6' MiN. EMBEDMENT SLIDING GLASS DER FRAME JAMB 1/A' MAX. 1> r SNIV SPACE 1 lRI4 Fl i INSTALLATION ANCHORRBSCREW (TYP. WHERE TAPCDNS ARE MOT REO'DJ SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT SLIDING GLASS I D.R `SILL I J I D I r .3EDMENT p . • d • 1-1/4' MA _ 11f,VVV111t d d • o LIBERALLY APPLY' •' CAULKING UNDER SILL INSTALLATION ANCHEZ : OR SET SILL IN BED OF CONCRETE 3/16' CIA.. TAPCON SUTIN A -A 2-002 TEMP`ERED GLASS T YP.) PERW..TER CAULK BY OTHERS S.G.D. WIDTH r7 . — 1/A- MAX. SHIN SPACE i l 1/4' MIN. iEMBEDMENT i ONE BY VOOD r BUCK BY OTHERS CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BY OTHERS SM'N AS REO'D. SLE NOTES) Q INSTALLATION ANCHOR3/I6' DIA TAPCON Q CAULK BETWEEN DOOR FLANGE L L03D BUCK, 6 CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING, BY OTHERS / INSTALLATION ANCHOR CAULK BETWEEN 3/16' DIA. TAPCON WOOD BUCK t ' MAS'Y.OPENING BY OTHERS G CAULK B£TVEEN HOOKG GLASS DOER \ HOOK STRIP 6 HOOK STRIP G VCB3D BUCK 1-1/4' MIN. EMBEDMENT ONE BY WOOD BUCK BY OTHERS STUCCO BY OTHERS ., A. B.O. 4,V•TEMPERED GLASS -• • ' . TYP.) .. 1 SLIDING GLASS DOOR r•J"^ k INTERLOCK .. .. MASTER FILE# :,..)• HOOK STRIP.• DETAIL A B B j I) DOOR MATERIAL. ALVQKM ALLOT 6063. 1) TAPCON TYPE INSIALCATION APCMDRS MUST K Or UfFICIENI LENGTH TO ACKCYC KIN. ENBEOCNi IT 1-1/4' INTO MASONRY OR COCRCTC. . . OR77 ' ALTE HATE TAPCON INSTALLATION AnCMS•rROKT TO µCo( IN ALL FRAHC HEKBERS. - _ A) 'IAPCDi ANCHOR CHARY ON BACK Or IHIS SECT. ' 31 USE ULICORZCD ACRYLIC CAULK 6CKHD DOOR rLAHGC AT•MCAD L JANSL - 6) USE SILICEIZED ACRYLIC CAULK r(R PERIMETER SEA; AROIMD'CATCRIOR Or:DODL . 7) V EXACT DOOR SIZE IS NOT LISTED M "CHOR CHART, USE ANC)OR'DwwTITY•LUTCD V:TH M[ST,.• LARGER SIZE: rCR•i)( APPROPRIATC OCSIGM PRESSURE ROOD. - R) TOR POCKET DOOR SECS USC CLOSEST R.PASS DDOI SIZC 6 COf1GARA71ON TO rINlSMCO OPEMIMG PLACC'TAPCDNL IN r2ONT Cr HOOK STR:P AS SHI . SR GLASS THICKMCSS PAT VARY PER RLOUIREMCNTS OF ASTK.CI3W GLASS GUiRTS. ' 10) ALL rACTORY APPLIED MOLES MOT DESIC04ATCO TOR TAPCON AKC)E3R SMOLLD St rRLED'v_ ITH .B SCRCVS"' OF S(frICICNT LENGTH TO PROvIDG NIP 5/r CKSCOKENT INTO vOOD BUCK. . . U) DOOR WIT IS APPROvED USING TCMPCRCD CLASS M SINGLE GLAZED ON INSULATLG GLASS. ' 12) JAMB / SILL CORNCQS ARE TO BC SCALED WITH A SMALL JOINT SCAN SEALER '• ' 13) SHIN AS RLCD. AT CA. SET OF. WSTALL•TIW ANCKORt MAX. ALLOVABLE $KM STACK 1C tC 1/•'., .- 14) ALL INSTALLATION AK-4)RS MUST 6C MA:C Or COARMION RCSISIANT MATERIALS. . 13) •UxERC 'A' RC RCSEN:S MOVING PANEL AND 'P RCPRCSCNTS r1AED PANEL APPROVED , A . CONIWR.TIONS ARE AS LISTED ON ANCHOR CHART ON JACK Cf THIS SKg[i. ' 16) NOT ALL CONIGXRATODNS LISTED ARDVE ARE SMOvN OM'THIS DRAVOYG. NOvCVCR IKSTALLAIIOM EXTERIOR ELEVF":ON SECTIONS -A-AMOD( STRIP •B-Y. L MOSTRIP DETAIL APPLT TO INSTALLATION Or ALL APPROVED. 2-PANEL DOOR S.(OvN 1)) InONS INSTALL ONE TAPCONINCALKPAIR Or fYiOR7 APPLIED M:tALLAl1ON MOLES IPA.LSS MpTLD OMRVISE ON ANCHOp EMART. SEC BACK OF THIS SMELT.' . to) ILORIDA EXTRuDCRS1000SERICSSLIDINGLOSSDOORISSWVKLTHISPRIM ALSO APPLIES TO 20W SCRICS AND 500'SiRIEL' .._ .. .. .' I I I NPIL.IW)L.41 W) I.:-K.K.. ... I--- P• . L 111. 1 w..xn L• w0atr t APPLIGitOK (P(jKQRiKr 0[_ l7R pTERHATµnL M.A-r_ SUITE :50. TC•THGV. fLOMCJ. >Z: K.. t07-R:3-Ox3 IAA KR7-6.-5'03M INSTALLATION ANCHOR -01— DOOR vIDTH /4' MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE*O*D sa sCRcv TvO By v()QD as SCRCV 1-1/8 MIN. By OTHERS SHEATHING (SEE NOTES) EMBEDMENT Tva BY VOOD By OTHERS CAULK BETVEEN Br OTNERS TVO BY VOOD SLIDING GLASSDOORFLANGEByOTHERSDOORrRAmc CAULK BCTVEENSHEATHINGJAMBHOOKSTRIPL SHEATHING SLIDING GLASS DOOR HOOK STRIP 4- MA SHIM AS REO-D. smim SPACE ( SEE NOTES) INSTALLATION ANCHOR 88 SCREV 1/8 CNEEDMEN71-1/6* MIN. TEMPERED GLASSEMBEDMENTTzSS CAULK BETvCENSTUCCO (TYP.) DOOR FLANGEORSIDING - SMCATmINGLByOTHERSSLIDINGGLASS DOOR FRAME 0jR1mCTER HEAD SHEATHING CAULK BY By OTHERS OTHERS SHEATHINGPERIMETERByOTHERS CAULK BY TEMPERED GLASS OTHERS LSTUCCsO (TYPE STUCCO OR SIDING-]%: TEMPERED STUCCO SIDING BY OTHERS'* G•LASS (TYP.) By OTHERS SLIDING GLASS DOOR INTERLOCK DOOR ME IC.4T SECTION B -B HOOK STRI'O, D'ETAT mA cxr-pPvv9EEAk5 SLIDING. GLASS. DOOR FRAME SILL A TiRIAL. ALLPLINM' ALLOY 6"j- . Z- 2) .0 INSTALLATION SCREWS WJSI BE or-WrICit.NT LENGTN TO ACmTCV1C RIK EMXDWMT or .1APCON.TTPE INISYALLAII N ANOORS AT. SILL MST K Or .. . urrictCmT LE141" TO ACKICVC MIN. CNICOW.9- Orl-114'. KO*M=aT 02*COW7TV;:' 3) INSTALLATION ANCHOR CHART ON RACK Or THIS SWEET. - - - - - - : - . 4) VSC MJCCMZED ACMIC CAL&K UK" DOOR fLAMCC At HEAD & -A IL . . . 11 USE SILICONIZto ACRYLIC CALLK rOR KRINCTER SEAL AROL.D.E.TERICIR Or DCCR.- • I 11 Ir EXACT DOOR SIZE IS TOY LISTED IN ANDIOR CkWI. 13C ANCHOR OLWfTITT LISTED WITW000. LARGER SIZE. rOR INC APPROPRIATE DCSIGIQ —'-- WEcKt 71. rep POCKET DESIZES ust.CL=ST gp.SS W SIZE & wIQ^AtM To rINISMCD PLACE WALLAT T" ANCHORS. IN flat Or PTK STRIP AS SMOV'L : 1 : . - 9) GLASS TNICKNEtS MAY VARY PER REOWREMCNIS C7 AST" CQW GLASS WARTS 9) -DOOR WT IS APPROVED USD4 TEWERED.GLAS. IN SINGLE GLAZED OWINTLk"ING 10) owl I'StLt, CORNERS ARC TO BE SCALED VIIk A SNA4A JCITMT.*SCM SCALER . 11) S.I. AS RED& At EA. SET Or INSTALLATION ANCOOM "K. ALLOVAkC %MIN STACK TO . BE 114'. 12) • ALL INSTALLATION ANCm_rRSMST It MCC OF C3RRC1%IC04 7RESISTANT MATERIALS IIIVNERERCpRESEHIS $CvING p&NCL AND -W REpRESCm S rixto PANEL APPROVED CONfWATICTIS ARE AS LISTED 04 ANCHOR CHART ON SACK Or TN SWEET. NOTALLCOWIGLOtATIONSLISTEDAlaVtARE %DV% CNtTWIS DRAvp4.'PCVEVCQ DWSTALLA"00-- SECTtCN' ' A -A* 8-11' L M30K STRIP OCTAIL —_T TO hSTALLATION Or ALL APPROVED ..... EMBEDMENT EXTERIOR ELEVATION CoWIQAATIO;;j A 1-1/4' MIN. 2 PANEL -DOOR SKOVN IS) _.rLCRID^ CITRUDERS SCRICS WOM GLA:S DOOR IS SM" YNIS "INT ALSO APPLNS - TO , 200) SERIES. AND 300 SERIES.. - LIBERALLY APPLY CAULKNG UNDER S LL R SCT SILL IN' BEDINSTALLATION ANCHOR OF-CCIN-- RETC 3/16- DIA I . 7APCON. SECT10W'-, A= A_ 2002 REV DESCRIPTION I DATE IINI F EXTRUDERS. ','. C......L 0RIDAINnT.LE: SLIDING.- GLASS. -DOOR MIALLATION' WITH: # 8 SCREWS''`- APPROVED BY A DRAWNBY. 2B T_ FATE: 12/ 17/01 ;SCALE: NTS jDWG MEXXV -SMT I QFJ W_ 1. 441-on-M r" A07-0*_03" 3 WCt_T1D-, ftV,. =tc na. -catpdcv. ftmbo 321-6. 1000 P.V./DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SKS IX2X•VS. TUBE MULLION SEALANT i vImDW n a KAIMN SE^Am Via' L KULLION Q \-t8 X 3/4 SELFVINDav ' 1000 Sx TAPPING SMS HEAD (TYP.) VEND FLANGES SECTION A —A (1) L NA LIDN . 1000r P.VJDESIGNER SILL (TYP.) • r t8 X 3/4 SELF TAPPING SMSIX27/16X1/B TIYI TUBE kULLION J 1 L-HLLL 18 X 3/4 SELF 1000 Sx TAPPING SMS HEAD (TYP.)' SEALANT BETVEEN SECTION A —A (3) VINDOV FLANGES L KULLMN 1000 P.v./DESIGNER vE ` SILL (TYPE L FRAIMH I8 X. 3/4 SELF TAPPING SMS 1 X 4 X VS I / TUBE MULLION S X 3/4 SELF 1000 Sx TAPPING SNS HEAD (TYP.) SECTION A —A (5) 1000 P.VJDESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS 1X2X3/8 TUBE MULLION7A.- N-- R8 X 3/4 -SELF 1000 SA . TAPPING SMS HEAD (TYPE SECTION '•A —A (2) i000. P.v./DESIGNER SILL (TYPE . 18 X 3/4 SELF TAPPING SMS tX27/16X 3/E F flll / TUBE MULLION / APPLIES TO HEAD do SILL WHERE I' X 4' A IXI Lear Pdo 2' X 4' TUBE MULLIONS ARE USED LATE AI C 6= ADDM04AL AN04=. VN(N REQUIRED) . 0 SHEATHING INSTALLATION ANCHOR IS VOOD LLI> H . . SCREV (TYP.) EXTERNAL MULLION INSTALLATION CLIP.. TVO BY WOOD _ BUCK BY OTHERS 1000 P.V DESIGNER SILL ( TYP. 48 X 3/4 SELF TAPPING SMS 2 X 4 X3/8 TUBE MULLION 18 X 3/4 SELF 1000 S!L TAPPING SMS . FAD ( TYP.)- It8 X 3/4 SELF . . TAPPING SKS SECTION - A—A-(4) loco sx HEAD ( TYPE _ 1000 P.VlDESIGNER SECTION A —A 17) SILL (TYP. _• • FI. A 08 X 3/4 SELF B.Q. TAPPINGSKS1X4X3/6 A kL TUBEMl1LL1gN.TC W o I E R8 X 3/4 SELF 1000 S.M. TAPPING SKS MEAD ( TYPJ SECTION A —A (6) i 4F9b 2002 - MULLION APPLIES TO MEAD h SILL WHERE I- X 2' t I' X 2 7/16'•TUBE YUlUONS ARE USED DETAIL B aiAnmc R INSTALLATION ANCJOR W VOQD• SCREV TYP) FORA. CLIP B' MIN.MBI L IEDMENT.' Km EidiLI AFLORIDA EXTRUDERSRNATIONAr~•INC SANFORD. FLORIDA r. nu:SER:-.,1000/1500'FIN SHEET2._2-: TRIPLEHORIZONTAL''MULL ION SECTIONS ` SEE OTHER SIDE•(SHEET*2`OF.2),';FOR.`: DES I GN PRESSURE, 'CAPACITIES•. DRAWN BY: MSH APPROVED - BY' ' DATE: 2/6/02 SCALE NTS--- - Dxa.:' "1HMFINTR ANT BETVEEN 1000 P.V IIESIGHER TMPi MULLION TO CONCR*i O'JAMB SEALANT APPUES TO JAMB WHERE 1' X 4AFLANGES ' L MULLION 1000 P.VJDESIGNER SILL CTYPJ Ak 2' X 4' TUBE MUWONS ARE USED) Q SD_ l CTYPJ x8 X 3/4 SELF f8X3/4 SELF TAPPING SMS TAPPINGSMSCONCRETE 13R MASONRY BY OTHERS 1x2X 1/8 1X2X3/8 TUBE MULLION TUBE MULLION SEALANT BETVEEN +. ONE BY VOOD VINDOV FLANGES .eNMAL W.HJDA B.O.A.F. BUCK BY OTHERS - LMILLIONr+ 3lo1VU11'AcruiuC LL 1ViUlV . GoRiLb4. A=Fi-3PU R5. _ x8 X 3/4 SELF 98 X 3/4.SELF FM # 1000 SH TAPPING SMS 3000 S.H. TAPPING SMS HEAD ( TYP.) HEAD (TYP3 SEALANT BE vlmwv GMS ' SECTION A —A (1 ) SECTION A —A (2) L MULLION _ 1000 P.V DESIGNER - 1000P.VJDESIGNER 1000P.V./DESIGNER SILL CTYPJ SILL (TYPJ SILL ( TYPJ Q f8 X 3/4 SELF f8 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS 1X27/16 X 1/8 2 4 4 X 3/8 TUBE MULLION TUBE MULLION 4. -1 1/1 TUBE MULLII]N EMBE SEALANT SEALANT BETVEEM VINDOVFLANGESypADOyFLANGELMULLION. L MULLION . _.. _ _ .... ... _ r- A'. N8 X 3/4 SELF 18 X 3/4 SELF \ .A._...-- 1000 SH TAPPING SMS 1000.S.H. TAPPING- SMS HEAD ( TYPE HEAD (TYPJ SEALANT BETVEEM SECTION A —A (31 SECTION A —A (4) = ' ':. _. ' _ . ___ VINDOV FLANGES -_ f8 X 3/4 SELF . L MlA LION IS SMS _ - 1000 P.VDESIGNER SEALANT BETVEEN . 1000 P.V DESIGNER _ SILL ( TYPJ VINDOV FLANGES SILL (TYPJ 1000 SR. L KULLD3N *.-T 4 SELF HEAD CTYP\oT 4ELF ELEVATION 'SMS 1 X 4 X 3/8 ACTION A —A (7) VIEWED FROM. DM R OR 1X4XL8• TUBE MULLIONTUBE MULLION FLORIDA EXTRUDERS- smFo ,!noONAI, me SANFORD,' FLOR>DA 1' iT[.S: SER. 1000/ 1.500:- FLANGE. 'SHEET 1 - OF.*. 2 TRIPLE- HORIZONTAL 'MULL -ION SECTIONS_ . -. SEE - OTHER SIDE ' < SHEET 2: •OF'„ 2) ;FOR 3i4 SELF fe x 3/4 SELF DESIGN,:PRESSURE CAPACITIES.;•_ TAPPING. SMS ` TAPPING SMS I000 S.H.`--. 1000 SJ•Lis BY. - HEAD TTPJ .HEAD (TYP-) DRARN HY:%i$iI. APPROVED DATE: 2/6/02 SCALkNTS.: . Dtrc.: ",1HMFEGTR' 9 1000 P.V./DESIGNER 1000 P.VJDESIGNER SILL .(TYPJ SILL (TYPJ nn R8 X 3/4 SELF 48 X 3/4 SELF II TAPPING SNS TAPPING SMS 1 x 2 x 1/8 TUBE MULLION SEALANT BETVEENVINDOVFLANGES MULLON . SEALANT BETVEENJ U \-08 X 3/4' SELF i MmDav DES 1000 SH TAPPING . SMS HEAD (TYP.) SEAEENLANTBFLwEM SECTION -A—A (1) MULLION . 1000rP.VJDESIGNER SILL ( TYPJ I 18 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULUON ES •• SEALANT BETVEEN VINDOV FLANGE LIdN SEALANT BE VINDOV FU L• MULLION 8 x 3/4 SELF SH' TAPPING. SMS 48 x 3/4 SELF 1000 . SH TAPPING SMS HEAD ( TYPJ HEAD (TYPJ SEALANT BETVEEN SECTION .A —A (31 SECTION A —A (4) ' VINDOV FLANGES N: • MUL.L1aN 1000 P.VJDESIGNER • SEALANT BETVEEN SILL < TYPJ vlN v FLANGES, 1000 P.V DESIGNER SILL ( TYP.) ' I L IULIO LN98 X'3/4 SELF ' TAPPING SMS TUBE MULLION N8 X 3/4 SELF TAPPING SMS TUBE 4 MULLION R8 x 3/4 SELF TAPPING. SNS _ HEAD ( TYPJ .. SECTION ` A=A (5) F. N8 X 3/4 SELF 1000 S.N. ' TAPPING SNS HEAD '( TYPJ . . jECTION A —A (6) Ix2X3/ 8 TUBE MULLION AUXILIARY PLATE TM ADDITMXAL ANC14=. VHEN RCOUIRCW i vo TVO BY .VOOD K BY OTHERS 1_ 1000 SH •TAPPING SMS ; HEAD'< TYP) 4A OUJACTUR..R 21AM SECTIONA —A (2) APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING o:- INSTALLATION ANCHOR 08.VOOD SCREV CTYPJ EXTERNAL MULLION INSTALLATION CLIP -- MULLION sl iLi P EstGNER 88 X 3/4 SELF 1000 P.V./DESIGNER 1JEtelLG N—A - TAPPING SNS SILL (TYPJ TUBE MULLION 08 X 3/4 SELF TAPPING SMS 2X4X: 3/8 -- TUBE MULLION 1 1/8' MIN EMBEDMEN _ VIEWED FR04 EXTERIOR- 1 DETAIL B'• 'APPUES TO HEAD & SILL`MHERE• I- X 2- 1' X 2 7/16'.TUBE-UVLUONS'ARE USED•. 88 V=.SCREV M) •. . HDRm R8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION -A—A," 7 HEAD ( TYPJ EINBEDPOT FLORIDA EXTRUDERS S OR 0. ORIDA Tnu SER.-- .1000/1.500 FIN -SHEET • 1 OF ,2_.. _ HORIZONTAL MULLION -SECTIONS- SEE OTHER SIDE ('SHEET 2 OF 2) • FOR r DE -SIGN.. PRESSURE .CAPACITIES F • WVN BY: MSH = _ ,APPROVED'. BY: DeTE: 2/6/02 SCALE:NTS' Iiwc.: 1HMFINTu B VL4;,h7V FLANGES L MW-10N I0 0 F.1.'./:)ESIGNEi41SIL1 (TYR) t8 X 3/4 SELF TAPPING SyS C X2XI/? TuS= M'VL,-!GN SEALANT B:TVicey WIT1^_V FLANGES- L MALI-'- a6 X 3/4 SELF I090 Sw 1A°PING SMS AB . Y.-.) seALFhT aET'.=='r vIN>7v F _A.r:ES 5•-_CTION A —A (i ) s .:JLL1D r 1000 P.V./DESIGNER j SILL (TYPJ ' T 06 X 3/4 SELF TAPPING SMS X 2 7/16 X 1/6 I'—W1 / TUBE MULLION SEALANT I L MULLIGN It6 X 3/4 SELF iW0 S4. TAPPING SMS HEAD (TYP.) SEALANT ?£TVEEM SECTION A —A (3) VIN'DV FLANGES - t MULLION I'JOO P.V./DES:GGNER' SEALANT BEi`F-E'v SI^MLL (TYP.) VINW FLANGES d6 X 2/4 SELF t Ml1LICx — TAPPING SMS I X 4 X 1/8 J]L •NVLL!YI4 1 t8 X 3/4 SELF TAPPING ShS -- lac-0S!i HEAD (TYPJ SFCT!,)N A -•A (5) JC.. L P DESIGNER I TYPICAL MULLION TO CONCRETE 0 JA1ABisI.(AFFUES TO JAMS WHERE I' X 4' I SILL (TYP.) ' do 2' X 4' TUEE MULLIONS APE USED) Q yG X 3/4 SELF I TQPFINL SNS YNCtETE OR MASL•NRY B 1 Y pT:;ERS y3_2m. _ 3/ 7. I 1 1 I BUC:.< BY OTKERSMANUFACT. 1. CENTRAL. FLORWA. L r? 6 X 3/4 GEL" 09 MN• 1C7r St, TAPPIN'G SMS . DETAIL a L4S' ALLATIGh ANCHUR,3/16' DIA. TAP.-: P, SCREW EXTFAN4L. KULUC-N LNS TALLA'10i CL:P. , Sr CTiOh A —A (2) i + U bC- FAW./DESIGNER I00 Q.W /7ESiGNER - I SILL (TYP.) SILL fIYPJ 56 X 3/4 SELF a TAPPING SM_Sa6 X 3/4 SELF . 1 X 2 7/16 X 3/a TA., SMS IF - all (rffavF-vn TTUEE MULIaN2X4X3/8 Lam..1 1/4' MIN.. r ExaEaa4E+:7 SEALANT BETWEEN V7XDCN FLANGE L MUL-ION c8 X 3/4 SELF Coo S.1•i TAPPING SMS HEAD ( TYP.) SECTION A —A (4) r-! CC0 F.V./DESIGNER SILL ( TYP.) 08 X 3/4 SELF TAPPING SMS 1 is 4 x 3/8 ADC .... 06 7( 3/4 SELF OOC S.H. TA?PING S.4SHEAD ( TYP.) ACT! ? A_°• ,F._. a8 X 3/4 SELF TAPPING SMS, I^ uC3S.H. HEAD ( TYP.) SECTION A —A (7) MULLTDN •-• ELEVATION VIEWED FROM EXTERIOR I Tmz: SER:...1000/'i 500 FLANGE ..SHEET 3 OF• -i_ .: 41 TW II N ,HORIZONTAL MULLION • SEC7T I ONS ' , S L v l.HER J: LC .SHC-C 1 2 Or C% 'FGR J l3ESIGN•PRESSURr CAPACITIES.-,,._• ill BY. MSH ''• : 'APPROVED HY: -. .-.... FE 1.5 7 2 .DATE:2/4/^2' SCALE:'NTS DWG.:' ' , HMFLGT'' 1000 P.VJDESIGNER 1000 P.VJDESIGNER AUXILA_RY PLATE APPLIES TO HEAD & SILL WHERE 1" X 4' SILL.(TYP.) SILL (TYPJ *'OR AUTT04AL ANCHOR& VrEN REOU1REq,... & 2* X 4' TUBE MULLIONS ARE USED 0 t8 x 3/4 SELF 48 x 3/4 SELF AI TAPPING SMS TAPPM SMS SHEATHING . 1X2x 1/8 0 — IX2X3/8. TUBE MULLION TUBE MULLION • 1a.lLD>H — INSTALLATION'ANCHOR t8 VDODSEALANTBETVEEN VINDOV FLANGES. O / - SCREV.(TYPJ t. MULLION EXTERNAL MULLION - INSTALLATION CLIP sEALANr. BETvEEN X 3/4. SELF` 4'.EIV"i.i L FLOITUDA B.O.A. '0 BY VDOD " vDt)Ov FLANGES TAPPING SMS 1000 e8 X' 3/4 SELFDLANUFACTURER' N l K BY OTHERS L MULLION 1000 S.H.TAPPING SMS HEAD (TYP.) HEAD..(TYPJ ' SEALANT BETVEEN FLANGESVINDOVSECTIONA -A (Z). oR/.t17P MULLION . t HULLIO SECTION A -A (•1).• Y_i+s1sR :I!' w, # 6 r1000,.P.WDESIGNER 1000 P.V./DESIGNER SILL (TYPJ SILL (7YPJ ` j / -- r 68 X 3/4 SELF t8 X 3/4 SELF 1000 P.vJDESIGNER /~ A TAPPING SMS TAPPING SMS SILL (7YPJ ` 1X27/16X 1/8 ix27/16X3/8 / 1-- ' TUBE MULLIONMULLION TUBE. MULLION t8 X 3/4 SELF TAPPING SMS TllHxE 4X L3I `.: SEALANT BETVEEN VINDOV FLANGES- MULLION O' ' _ t8 'X 3/4 SELF 1000 S!i .TAPPING SMS HEAD (TYPJ SEALANT .BETVEEN SECTION A -A (3) VWDOV FLANGES G MULLION 1000 P.V./DESIGNER SEALANT BETVEEN SILL (TYPJ VINDOV FLANGES L MULLION 08 X 3/4 SELF TAPPING SMS IX4X1/8 I I . TUBE MULLION L_J t8 X 3/4-SELF l000 S!L TAPPD(G SMS HEAD CTYPJ..- SECTION" A -A (5) U SEALANT BETVEE! VINDOV FLANGE L MULLION 08•X 3/4 SELF I000 S.K . TAPPING SMS HEAD (7YPJ SECTION A -A (4) 1000 P.VJDESIGNER SILL' RYPJ - - IS X 3/4 SELF - TAPPING SMS 1 X 4 X•3/8 TUBE MULLION U` ` t8 X 3/4 SELF loco S.H. TAPPING SMS' HEAD•(TYPJ SECTION A -A (6) 1 1/8, MIN. EMBEDMENT ' " BiYAT10- VIEWED FROM EXTERIOR DETAIL a NPPUES TO HEAD ,& 9LL• WHERE I' X 2, 1' X 2 7/16'-TUBE: MULLpNS ARE. USED-': s Au.ATmN-ANCHOR :. NmuL CLIP 48 x 3/4 SELF TAPPING SMS 1000 Sit SECTION A -A (7) HEAD (TYPJ 1 LIB MDi ' EMBEDMENT' . -• _ • •-. . S°FLORIDA -EXTRUDERo A 2' T TIE: SER... 1000/1500 FIN:-.' SHEET 1-':OF,'2 HORIZONTAL' MULLION SECTIONS SEE OTHER SIDE ( SHEET 2. OF 2),; FOR DESIGN PRESSURE.CAPACITIES DRAWN BY: MSH - APPROVED :BY: DAm- 2/6/02 ISCAL&NTS DWG.: 1 HMF I N IC 000 F.V./DESIGNER SI'_L (TYP.) Me ,Y, ?/4 SELF TAPPING SMS 1)fP xvP• U3c NULL_V SEALA;iT 3ETVE'_\ W,Nxv %ANuES' i SEAL m 3ETVEEFJ VINIV T° FLAUGES EAPFinX 3; SSMS_" L r.LLmn \--::cDSi: EAL. (1 YF.) SEAL:.tiT 9ETV7EN vIN OV FLAN;: SECTION . A -A i 1) L )ti) LLi GOO P. V./DESiGNER r SILL (TYP.) Oe X 3/4 SELF TAPFING SMS t X 2. 7/16 X 1/8 f ___uU1 , TUBE MULLION SEALANT BETVEEN V1N -V FLA<ES' L MULLION . MB X 3/4 SELF IOGO S. H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A Q) WINDOW FLAKc- r L MV- LID?I 0 r F.V./DESIGNER SEALANT BETWEEN SILL- (TYP.)' WINDOV FLANGrS - 06 x 3/4 SELF L MLLIIi,N TAPPING SMS I l X4X1/8 n rV — 1I1m / IUBi MULLIUN I TYPICAL MULLION TO CONCRETI;. C JA)Ae (AcPL:ES TO JAUe DEAL WHERE I' X 4' —j— T I L 2' X 4' ^,'9E MULLIONS A.RE USED) Q CONCRETE OR MASONRY I BY OTrL'RS II i INSTA'.ATION ANCMC7 3/I6' DiA r TA? CGM S_ ZV ANCrtR :TYr.) EXTERNAL' MULLION ONE. BY VOrD—_ ` , INSTALLATIDN CL1^1 CFNTRAL'::F. LORMA .• B. O. _A _. F ao X 3/ A St: URERTAPPIh SMS' MtNUvi r..L:CN ...... NAME: I ' HEAD (TYP.) COR/DA FX 7- RuD ERS ! I t SECT'Oi' A -A ! 2XWrXR FUSE 6Ir r1DGc v.v./DEsiG:R i . I SILL (TYP.) Q! N8 X 3/4 SELF1090P,V DEVCNER —y`--' TAPFTN3 SINS I x 2 7/16 X 3/8 $ILL (TYP.). TUBE MULLION I 1 I/ 4' MIN. B. X 3%4 SELF EMBEDPENT TAPPING $N$ 2X 4 X3/ 8 TIIBE MULLIGN SEALANT BETWEEN Il TE AI! 8 VINDOV FLANGEr-- Aoex 3/4 SEL% I _ u TAPPING SMS ` L---A I000 `— S _ HEAD (TYP.) SECTIONA -A ( 4) _ . •,I , 1003 P.V./DESIGNER ' SILL ( TYPJ #6 X.3/ 4 SELF 0#8 X 3/4 SE'_F TAPPING SMS ' FVATIO TAFP;NG $rs \ V cY1EC FROM EXTERIOR 1 X 4 X 3/8 —1000 S1;. SECTION A —A !7) IF ir.: FLORIDA EXTRUDERS'AfwTI° A . Tnu: SER. -.1000/11500 FLANGE SHEET., 'I OF:-2 H^uR I ZONTAL MULLION SECTIONSO I S-F- U I T'iER S 1 D:' l S.HF_EOF . FUR 08 X•3/4 SELF xe x 3/4 SELF i DESIGN PRESSURE. CAPACITIES I TAPPING SMS TAPPING SMS I' 1D00S.K... - CCO S.H. _ ... HEAD (TYPJ - HEAD (TYP) (DRAWN BY: tfSH - APPROVED HY: :•;• c_CTiO'-'4.A-A.i51. :. SF'T'^" F (4 _._.___....._..._.._... n_5:20e2. 1DA1E:2;4i02 _ SCALE:NTS.: DWG.: 1HMFl_G 1000 P.V./DESIGNER SILL (TYFJ rR x 3/4 SELF TAP?: NG SMS ix Zx3i6 S 1000 Sx 1 X 2 X 1/8 IWO S.M. 1 X 2 X 3/8 TWO BY WOOD DETAIL CJAMB (TYPJ TUBE MULUON JAMB (TYPJ. TUBE MULLION—L BUCK BY OTHERS t8 X 1/2 SELF t8 X 1/2 SELF 1 1/8, MIN. TAPPING SMS TAPPING SMS EMBEDMENT I— 1 2 X 4. X 3/8 \ SHEATHING. TUBE MULLIONSEALANTBETWEEN INSTALLATION ANOiaR IS WOODSEALANTBETWEEN - WINDOW FRAME VINDavMULL FRAME MULLION F i MULLION SCREW (TYPJ t8 X !-V2 SELF Vas X G S SELF INSTALLATION CLIPTAPPINGSMSTAPPINGSMS SECTION A (1) SECTION :A —A .(2) MULLION A I'X 2 7/16 X 1/8 1000 SR APPLIES TO HEAD do SILL -WHERE I' X 4' 1000 Sx TUBE MULLION 1000 Sx 1 X 2 7/16 X 3/8 JAMB (TYPJ & 2• X 4' TUBE MULLIONS ARE USED JAMB (TYPJ. JAMB (TYPJ TUBE MULLION 1. 1 APPLIES TO HEAD Gc SILL WHERE 1 X 2'• I- X 2 7/16- TUBE MULLIONS ARE USED t8 X 1/2 SELF 08 X 1/2 SELF t8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR TAPPING SMS TAPPING SMS AI 18 VOOD'SCREV TYPJ. SILL CUP SEALANT BETWEEN 1 ' ' - ••' - 1000. S.H. JAMB (TYPJ t8 X 1-1/2 SELF WLMXYV FLANGES 1/8"117ALWtNDGV. FRAME TAPPING SMS L MULLION l EMBEDMENT. L MULL10N SECTION A -A (7) SWArMD6 _- S .X 1-1/2 SELF. TAPPING SMS DETAIL C . vmn `; SECTION A -A ('4) AUXIUAR(• PLATE 1 X 4 X 3/8 j,1C• (FOR ADDITIONAL.ANCHORS, WHEN REpUIRED) TUBE MULLION B•• r - A A URIDA O O1000S.H.— JAMB (TYPJ $ 08 X 1/2 SELF t8 X 1/2 SELF TAPPDVG SMS TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN VINDOV FRAME WINDOW FRAME L MULLION L MLILIUN t8 X 1=V2'SELF-., . t8 X.Ir1/2 SELF TAPPING SMS " TAPPING-SMS SECTION- A -A (5) SECTION' A -A (6) SEALANT BETWEEN VINDOV FRAME L MULLION a8 X 1-1/2 -SELF TAPPING SMS SECTION. A -A- (3) IX4X1/8 TUBE MULLION 48 SELF -TAPPING \ SMS gYPJ . ` DETAIL H MULLIQN VIEWED FRO M EXTEEXTERIOR ' FLORIDA EXTRUDERS.S INTERNATIONAL, i A :. TrrW- SER. 1000/ 1500 FIN SHEET. .1. OF 2 VERTICAL' MULLION SECT IONS - I SEE OTHER S I DE ( SHEET 2 -OF -2): FOR . DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/6/02 SCALE:NTS DWG.: *1VMPIN, y JAMB 'TY.=.) 1610 S-Li jAmB CTYP.) ONE BY VOOD QUAIL 3UCK BY 07HERSL CONCRETE OR MASONRY BY GTk5s EMBEZMENT j 6-1 NVrALLATln.N -ANC:10Q. VIS' ',:A. 3PCrN SCR7V-AKCwGR C_ Ey. -ERNAL' TuBE tl.LL.0% !NS-o; _ATIGN CLIP7. I —Z:CA,-- ML!L!A-N TO 'CONCRETE '0 HEADILr', L; W"ALIES TO i4ZA3- & SiLL: WR7 c 'I 4 rueE. muLLions'Aii USED; JAMB (TYP.) HTML tl Oe X 1/2 SELF INSTALLATION ANCHOR Z6 x !12 SELF R8 X '12 SELF 3/i6' TAFCON3'D1' IA TAPP,_NC SMS YAPPING SMS SCAREV AINCWOR.(TYP-) SILLSILLwasp CILIP.:% 48 i !-1/2 SELF SEALANT BEIVa SEALANT BET' ZN SEALANT FE-WEEN TAPPING SMS - v!NDn-v rLANCSS MiKKILLIONVINMVFLANGESVINDGWFLANGE'S L EKBELMD(TKULLICN .a MULLION ............ x 1-112 SELF 42 !-!,2 SELF SECTION L-A-M TAPPING SMS- TAPPING -ISMS DrTAIL r RECAST SILL Br OTHERS SEC110N A -A (S) EQ0N A -A cR Pj.ATF- ADDITIONAL ANCHORS, V.-EN RECUIREb). X 4 X 3/5IX :4 X 1/6 A TUBE MULLION TU3r_ MULLIELS .0. -T VL A Ee)o7. . . S.K l000- S.H. - JAM TY'.) JAMB (TYP.) . SMS (TYP.) r,;TAT:- B Ir Amll_ c ELEVATIC e X tL1/ 2 SELF #8 X 1/2 SELF I MEWED FROm, EXTERiOR L I mmn- TAPPING SMS - TAPPING SMS u' T'lp-lAT'o"uic TLORIDA -EXTRUDERS SANFORD.- FIORIDA Tnu: SER. 1000/15M-FLANGE" . SHEET 1, 0 F, =2 VERI- IC-AL Mu! LIL-NiSECTIONS SEALANT BETWEEN "ITHER SIDE -(.SHEr' L1WiNVOVRANGESWINWIVI"LANC-:S SC L ULL. ICN .,'L PJLI-Mm ET 2" Flp.".,uf DLSIGN. PRESSURE: CAPACI-TiES' - ------ ieX -!/2'SELF Its X !=U2 SELF: TAPPING' Skq_ -.TAPPINGSMS FB 1T*DAWN H .* rTION-A - c--APFROVO BY: 1. DATE: 2/1 /0. DWG-- 1. V.IIFLG I X 2 X 1/2 loco SA T--'E--- MU'_L'U N JAMB (TY;:.) eX !/2 SELF IA.=7-; N." SMS S!:-LANT MU LLIZ; N TAPP,N_ SMS SECTION A - A X- c 7/i6 )i :,,6 TUBE - MULL. UN I X 2 X 3/8 rJ!---- MULLION 08 X 1/2 S7-,-F TAPPING SMS SEALA..:! !ETWEEN S PIE - X i-J/P SELF SNS E,'_' Ti0N' ' A -A (2 1 X 2 7"16 x 3/6 1"lle S I-LTUBE MUI-LION 4' jAM3 (T Y.) ao law S.'r. I x 2 X 1/E IDCC SJti.— i X 2 x 3/8 14TJEEM _LLN -.Am 4, P.`, ; TU37 Ntr_0 E X LSELF Bx / SELF 2 X a X, .3/6 A= SMS Av?iNG SMS TUBE r T4 S:e:•' a:0.'F:ES — A '-I/2 SELF L TA?ci\Ti SNS c SELF SECTION A —.A ii p h_ c _CT.QN_ A -A (2 i X 2 7/16 X 1 /9 lve Sa. JAMS CTYP.) TYPICAL NERT;CA TO HCri'ZONTAL MULLION TO MULLIC:4 I OR 2X V:P_L l i INTERNAL CLIP TA. P:nc•SMS ! 4 - !X -.OR X' MULL (Ty?.-) X27/16X3/E T.;, MUZ L.G:: / - % iNSTALLATIu: A.46 C L.= S.;i JAM? (TYF3 a8 x 1/2 SELF TAPPING SMS a8 x 1/2 SELF TAPPING SMS SEALANT B_TVKN V;V FLANGES ` #a, x i-!/2 SELFNDD\ ii r 3/15 DIA TAP SCREV ANC:K.R LTYP; t !°JLL10N .TAPPINC SMS SECTION A=A (7) SILL Czar •. SEALANT BETVEEN S'A 'avT BETVEEN y VINDOW FLANGES VL`iD4V FLAl*_rS A8 X 1-1/2-SSLF t MULL16v - L W:LLION TAPPili3 • SMS .. so X 1-L/2. SSL= E TAPPM SMS. SECTION A=A (4) L X < X L/E —I X< X 3/8 TUBE MULL ION TU.- taN 1aDD s M. loee S.r. — f , T..:, JAwn ar ) a6 x 1/2 ScF E-TA X 1/2 SELF TAPPING SMS PING SMS SEALANT BEiVEEN SEALANT BETV=EN WINDOW FLANGES VIN v'F'_AKa:S 98 X 1-112 SEL L KULLMN ""L'NU LION TAPPING SY.Se8X1-112 SELF TAPPING SMS : r` i 1•. 1cECTIONA—A (5—A(5 S" T 0 `A-P._ . I U FcB 15: LGN2 Y`\ ElrEcptENT PRECAST-SILL BY HERS' AUXILIARY' PLATE • - 4 •.`R A=':ITIDNAL.. A.`CHM. WEN %CGULREV. i • 3 —J RICR FLORIDA EXTRUDERS.mARD.' FLORIDAINCSANFORD, • FO Tmu SER i.dOd% 15du FLANGE SHEET. I 'OF' VERTICAL MULLION .INTO HORIZONTAL: SEE OTHER' S I DF (.S. tEET",2. OF 2) --c OR'' DES •16N:` PRESS,U cE •CAPAC,I.T'I ES .. DRAWN BY: M SH= : " - APPROVED' HY; : - .....:. DATE:2 Jr 1 SCALE: \ T S DWG.: 1 VMHMFLG.. 3/ SEALANT BETVEEN APPLIES TO HEAD do SILL WHERE 1' X 4' VImMv FLANGES AUXILARv PLATE AI 2' X 4' TUBE MULLIONS ARE USED L MLLL10N • 2000 P.VJDESIGNER OMW ADDITIONAL ANDOM -y1EN R[GUW= 2000 P.VJDESIGNER SILL (TYPJ SILL (TYPJ 0 a8 X 3/4 SELF 08 X 3/4 SELF SHEATHING' TAPPING SMS TAPPING SMS ILLI OIX27/16 X I/8 TUBE MULLION 0 I X 2 7/16 X 3/8 TUBE MULLION INSTALLATION ANCHOR 08 V®D SCREV. (TYPJ SEALANT BETVEEN 0VIMDOVFLANGES L MULLION EXTERNAL MULLION INSTALLATION CLIPTVOBYVOOD BUCK BY 'OTHERS 8 X 3/4 SELF a8 X 3/4 SELF 1000 S, TAPPING SMS 10W SX TAPPING SMSMULLMM HEAD (TYPJ HEAD (TYPJ 2000 P.VJDESIGNER APPLIES TO MEAO ' SRL MatERE 1' x 2' SECTION A —A (1) SECTION A —A (2) SILL (TYPJ V x 2 7/is7 TUBE MUUJONS ARE V= DETAIL B': ae X 3/4 SELF TAPPING SMS 2.X 4 X 3/8 TUBE MULLION WSTALLATMN ANGOR 8 vmD SCREV FLOR v Y ,g SEALANT BEJvEEN FLANGE NaRa CLIP. 1rUy ,1vA11' W — V D S 4MuuO 1/8'. HIM. EMBEDMENT—' OKBEDM"uMrt LTATLL SEALANT BETVEEN SEALANT BETVEEN vINDOV FLANGES 18 X 3/4 SELF TAPPING SMSVJNDOvFLANGES .' NULLIOI L MULLMN 2000 P.V./DESIGNER SILL (TYPJ • . r Sri2000P.V DESIGNER HEADSILL (TYPJ HEAD (TYPJ a8 X 3/4 SELF TAPPING SMS 1 X4X1/8 ae X 3/4 SELF SECTION A —A (5) TAPPING SMS 1 X 4 X 3/8 1 TUBE MULLION TUBE MULLION FLORIDA' '.EXTRUDERS ° A Tm-E:SER. 2000.FIN SHEET 1 .,OF.'-,2,;-,- - fii I l H R I ZONTAL .MULLION SECTIONS - SEE OTHER SIDE (SHEET' 2. OF;8) FOR I a8 X 3/4.SELF 18 X 3/4 SELF DESIGN _PRESSURE4CAP..ACITIES: =.,.zTAPPINGSMS "' TAPPING SMS1000Sll. 1000.511 HEAD (TYP.)" .-. --- c -HEAD (TYPJ 1 EB200? DRAWN Br:MSH - . APPROVED SECTION A —A (3) ::' SECTION A —A (4) DATE:2/6/02 kAM NTS' DWG.: ' •2HMF INTR j Jk TYPICAL MULLION TO CONCRETE'o JAMB APPLIES TO JAMB WHERE I- X 4•. DETAIL 8 do 2' X 4• TUBE MULLIONS ARE USED) Q 2000 P.V./DESIGNER 2000 P.V./DESIGNER SILL (TYPJ rSILL'(TYPJ CONCRETE OR MASONRY: 08.X 3/4 SELF r 08 X 3/4 SELF BY OTHERS TAPPING SMS TAPPING SMS 1 X 2 7/16 X 1/8' 1 X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DTA. TUBE MULLION - TUBE MULLION TAPCON SCREV ANCHOR (TYPJ ONE' 8Y VOOD ' EXTERNAL: MULLION INSTALLATION CLIP BUCK. BY OTHERS SEALANT BETVEEN SEALANT BETVEEN v - VIND(1V FLANGES VINDOV FLANGES L MULLION f. MULLION 2(J00 P.WDESIGNER-- NUlL1CN i8 X 3)4.SELF R8 X 3/4 SELF'. SILL CTYPJ - 2000 S.H. TAPPING. SMS 2000 S.H. TAPPING SMS HEAD (TIPJ HEAD (TYPJ' 8,X 3/4 SELF SECTION A —A (I) SECTION A —A (2) TAPPING sMs _ ' '.` 2 X•.4 X 3/8 ^..`'QTUBEMULLIION I SEALANT BETVEEN 1 .1/4' NON CENTRAL MD0VFLANGEEMBEDMENT...... e naJftC • MILLION Ntr UE ? 08 - X 3/4'SELF SEALANT BETVEEN TAPPING SMS vINDOv FLANGES L MULLmN 2000 SH 2000 P.V•/DESIGNER 2000 P,V./DESIGNER SILL ( TYPJ - SILL:(TYPJ HEAD ( TYPJ-' _ x 5) 8X3/4 *SELF i8 X 3/4 SELF .SECTION A=A • .. _-•- -_ . LA L. A . TAPPING SMS TAPPING 'SMS `i';-.. r. ,: ::'_;•l:i'i ' IX4X1/8 1X4X3/8- TUBE MULLION TUBE MULLION t VIEWED _.FROM 'EOCIERIOR SEALANT - BETVEE" FLbRID '.' EXTRUDERS UnTRNATIONAL, INC vDmLL FLANGES - _ _ SANF'ORD, FLORIDA a MULLION . . __ ._. ... TrrLE: SER:•_;.200.O;:FLANGE SHEET 4'ri TRIP- LE.'H RLZONT.AL. MULLION/_SECTIONS: 8 X 3/4'SELF - #8 X 3/4 SELF TAPPING SMS 2u0o sx TAPPING SMS SEE OTHER SIDE < SHEET- 2 OF _,2) FOR tamS.H. .. HEAD ( TYPJ _ _ .,'HEAD TYPJ ESSURE'CAPACI'TIES" DESIGN':"RR SECTION A=A (3) SECTION'A—A (4) Y' - 1002 DRATTIQ BY. MSH . , .. to!m a>! ,a r - _...... _.._ _... ... _ _ . DATE: 2-/6/02._:.. scALE TS:-:v DIG:::•-2HMFLGTR--- 2000 S.H. JAMB (TYPJ QETAIL C . 1 X 2 7/16 x 1/8 2000 SA 1 X 2 7/16 x 3/8 TYPICJ L VERTICAL TO HORIZONTAL MULLION TO MUWON TUBE MULLION JAMB (TYPJ TUBE MULLION 08 X 1/2 SELF i8 x 1/2-SELF TAPPING .SI4S _ TAPPING SMS JNSTALLATD]N SCREV INTERNAL CLIP 1X OR 2X MULL e 2,X 4.X 3/8 d - - TUBE MULLION 08 X 1 1/2 SELF 2000 S1i.SEALANT BETVam `•- WDW FLANGES VINIm1/, - TAPPING'SMS JAMB (TYPJ' t-MtJi LTdN a8-x 1-1/2 SELF 1X. OR 2X MULL TAPPING SNS.: DETAIL 8 •• _ . _:.._...... i8 X 1/2 SELF SECTION A -A (I SECTION A --:A (2) TAPPING sMs•. . 131A. APaw Mv ANom aw.) 1 X 4 X 1/8 1 X 4 X 3/8 _ - - SILL 0_IP TUBE MULLION TUBE MULLION SEALANT 2000 S.M. 2000 Sal VDQ0VTAPPING- _ JAMB (TYPJ .JAMB (TYPJ - - B' F1.ANGES : I, SMS SELF fMBEIY(E7(T Muu.®+• PRECAST SDJ. 8T N8 X 1/2 SELF #8 k 1G2SMS :: -- 6IIR ADDI ITIONAL ANCHORS VHE?N REgJMM TAPPING SMS - ol/ SEALANT:BETVEEM' sEAuu+T.BEiVEEN Y8 X 1-1/2 SELF vu(mv.FLANGES VINDOV FLANGES TAPPING S14S i 1 TAPPING SMS. - SECTION A -A (3) " " " SECTIONA-A (4) 118- SELF TAPPING SNS RYPJELEVATIO VIEWED, FROM WEOXTERIOR _ INTERNATIONAL, INC :. FLOODFLORIDAEXTRUDERS ;SANFORD;_>rl,oRrDn I CT SER...20 0 FLANGE HEET_.1 r F. VERT ICAE--MULLION I NTO • HOR I'ZONTAL-=:..:` aiq SEE THER 'S.I DE'° CSHEET+'.2:::OE DESIGN - PRESSURE' "CAFAC I T=I ES:_?=r.. 18 z,2002 DRAWN By. : JBH ai ovID sY:-*-;`•. ' ... DATE 2/2/02. sCALE:NTS. DWd.:- _2Vt4Kh FLG S APPLIES TO HEAD. & SILL WHERE I' X 4' AUXILIARY • P A & 2' X 4' TUBE MULLIONS ARE USED G1ili't-g.%'=a1G1:••• ome ADDTID)W L AlQ 2S. vNp R[OUDtEm DETAIL CO k.Q'TU!liER N5 SHEATHINGmAmff.. 2, wefok Dt n4 uD_ SEAL4W BETWEEN pn'l+ o_ o WL4DOy 1 u .INSTALLATION ANCHOR #8 WOOD a MULLION K<LL10N. :.SCREW (TYP.) 2000 P.VJDESIGNER 2000 P.V DESIGNER SILL ( TYP.) SILL '(TYP.) e8 X 3/4 SELF t8 X 3/4.SELF'_ EXTERNAL, -MULLION TAPPING. SNS INSTALLATION CLIP TAPPING SMS. TVO BY V00D i BUCK. BY. OTHERS.. X 2 7/16'X I/8 l X'2 7/16 X 3/8 -'. . TUBE MULLION TUBE MULLION MULLION SEALMANT BETWEEN .. ..• WINDOW FLANGES a MULLION D ran 2000 P.V DESIGNER WTAIL C ' A SILL ( TYP.) - A r8 X 3/4 SELF N8 X 3/4 SELF 3000 S.H. "TAPPING'SMS 100p SIL TAPPING SMS r8 X 3/4 SELF - L_ A / HEAD ( TYP.) HEAD (TYP.)TAPPING SMS SECTION A —A (1) SECTION A —A (21 TUBE MULLION" L 1 1/8' Ml EMBEDMEN SEALANT BETWEEN :' 'VIEWED`Mom EXTERIOR WINDOWFLANGEDETAILAPPLIESTOMEAD.&•.SILL WHM I' X 2' t'NULLB7N &4'_X-2 7/I6'4USC MULLIONS ARE USED SEALANT BETVEEN •SEALANT BETWEEN NDOW FLANGES -,to voaD SCREW ALLATTDN ANtJ t WINDOW FLANGES 'WI a, MULLION'a MULLION - .• .. .. awi 2000 P.wDESiGNER 2000 P.WJDESIGNER p8 X 3/4 SELF ~AIL CLIP r SILL (TYPJ' SILL (TYP.) j TAPPING SNS — r8 x 3/4 SELF / 08.x 3/4 SELF TAPPING SNS TAPPING 1000•S.H. SECTION A -A (5) j I L"r KIK . 1.X 4 X 1/8. 1 X 4 X 3/8 HEAD (TYPJ EMBEDNE„T TUBE MULLION TUBE MULLION INTERNATIONAL, INC FLORIDAEXTRUDERS, :S„RD; FLORIDA Tnu: SER. 2000 FIN ' '.SHEET 1 :OF .2., .. ,:. I1 I • : y TWIN HOR I-20NTAL MULLION :'SECT IONS---: SEE OTHER SIDE < SHEET..2 OF .2)•• FOR . a8 X 3/4 SELF $8 X •3/4 SELF DES, I GN PRESSURE CAPACITIES TAPPINGSMS. TAPPING $NS ; :.f. r. ••. :n r.. . .i l000 sx tcoo S.H.f' E8 20V HEAD ( TYP.) HEAD (TYP.) DRAWN BY: MSH -APPROVED. HY:: SECTION A -A (3) SECTION A —A (4) DATs:2/6/02 SCAU:NTS,:•: D$G.:•:.2HMF:INTW- 7 SEALANT E VENDOV FI L MULLION I 2000 P.V DESIGNER - SD_L (TYP.) R8 X 3/4 SELF TAPPING SMSIX 2 7/16. X 1/8 TUBE MULLION . SEALANT V N t MULLION 48 X 3/4 SELF- 2000 S.K TAPPING.SMS HEAD CTYPJ SECTION A ---:A (1) TYPICAL MULLION TO CONCRETE m JAMB" WPUES TO JAMB WHERE I- X 4- AI Q2' X 4' TUBE MULLIONS ARE USED) r2000 P.V./DESIGNER SILL (TYP.) r 08 X 3/4 SELF. TAPPING SMS1X27/16X3/ TUBE MULLION 118 X 3/4 SELF 20'00 SJN.:TAPPING SMS HEAD (TYPJ_:. r, . SECTION A -A (2) SEALANT BETVEEN W ND W FLAME - I JFACTUMER Nam: FGOR/Da A6-AS SEALANT BETVEEN ._ . VINDOV FLANGES I, MULLION 2000 P.VJDESIGNER 2000 P.VJDESIGNER SILL CTYPJ SILL (TYPJ 8 X'3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS I X 4 X 1/8 1 X -4 X 3/8 1 ('I / TUBE •MULLION TUBE MULLION SEALANT BETVFiN VDVDOV FLANGES t MULLION 8 X 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS 2000 20M SJL HEAD (TYPJ HEAD (TYPJ SECTION A=A (3) _ SECTION A -A (41 . CONCRETE OR MASONRY'' BY OTHERS' INSTALLATION ANOW 3/16' DIA TAPCON =tEV AN04CR CTYPJ AL MLLLIaN 8 :.ONE BY VOOD' INSE TALLAArMNCCU BUCK BY. OTHERS MULLION 2000 P.V DESIGNER SILL (TYPJ _.. _ _.. -... 08 X 3/4 SELF. TAPPING SMS 2 X':4.X 3/8 TUBE, MlJl.LIO4 Q _ EMBEDMENT EIAIL _ _ A 8 X 3/4 SELF _... _\ L— ATAPPINGSMS 2000 S.M. - HEAD (TYPJ -. SECTION A -A (5) - ELEVAMOri.: MEWED 'FROM••.EX ERIOR FLORIDA EXTRUDERSMEDIAL, A r USER.; 2000.FLANGE:-'-SHEEN-J. TWIN 'HOR IZONTAL' MULL I ON' `SECT IONS SEE OTHER SIDE ( SHEET` "2 OF ;2) FOR DESIGN - PRESSURE-. CAPAC 1 F B M. bRAWN EFY: MSH _ APPR0VED?9lr .Z? DATE,2/_4/02,• ,. SCALE NTS :r nRc:: .2HMFLGTU A KID=uRY PLATE APPUES To HEAD do SILL . WHERE 1' X 4' CFM ADDUTMMAL ANDOM V," REWIREW k 2' X 4' TUBE MUWONS ARE USED OQUAIL 10ErfrRAL FLORMA B. ®. A, F. may. SHEATHING _ 1lUit h LJ1<' AYE P QJiF R NAMIE : FL oR/p} gt fZuDtRS — - • • SEALANT BETVEEN MUctM FELE # INSTALLAT113N ANCHOR' r8 VD vINDW FLANGES O SCREV (DOTYPJ . t MULLION "'2000 P.VJDESIGNER ( TYP2000P.V DESIGNER SILL' J _ _ SILL (TYPJ .EXTERNAL MULLION r8 X 3/4 SELF r8 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS, TWO BY WOOD BUCK BY OTHERS : • ... .. .. : >. - .,... .. 1 X 2 7/16 X vs%TUBE MILLION '. _... .. .:- .. .. ... ` .. TUBE MULLION ` MaLIDN SEALANT BETVEEN VINDOV FLANGES t MULLION EIE>LS., 08 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYPJ SECTION A —A (1) SEALANT BETWEEN SEALANT BETVEEN MOLvINMFLANGESL FLANGES L MULLION MULLION I 2000 P.V DESIGNER SILL (TYPJ r8 X 3/4 SELF TAPPING SMS 1X4 XI/8 f1f1T-1 TUBE MILLION t • r8 X.3/4 SELF. TAPPING. SMS.' . iooUi sx HEAD (TYPJ PrTInN A —A (3) A 4. 2,00000 P.V./DESIGNER L (TYPJ L_ J r8 X 3/4 SELF A 1000 S.H. TAPPING SMS 08 X 3/4 LF TAPPING SMSHEAD.(TYPJ 2 X 4 X 3 SECTION. A —A (2) :..- TUBE MULLION 1 1/8'. MIN. •'• EMBEDMENTFLEVATIO SEALANT BETVEEN VIEWED FRON;EXTERIOR VINMV FLAMM DETAIL$ AppUES TD HEAD's: 9LL•M61FItE 1' x 2'• L MILLION :.. • .. .: . - ..' 6: I' X 2 .7/16'• TUBE. MULLIONS ARE. USED .. . ' AWITIOH ANCHOR . .. SECTION A —A (5) - so V= Scmvr'CTTp.) . . -. - NORtZ CLIP2000P.VJDESIGNER re x 3i4 SELF SILL (TYPJ TAPPING SMS 98 X 3/4 SELF TAPPING SMS —1000 S.H. 1 MI'K 1 X 4 X 3/8 HEAD (TYPJ EMBEDNiJ•T BE MULLION FLORIDA. EXTRUDERS A oNAINc SANFORD, . FLOD RIDA TITIZ: SER:' 2000 f IN - •SHEET -1: OF- 2, HORIZONTAL` MULLION- SECTIONS SEE OTHER S I DE ('SHEET 2, OF 2). _FOR re x 3/4 SELF DESIGN PRESSURE _.CAPAC I T;I ES,' TAPPING - SMS 8.2.,; lowS.H._ . HEAD ( TYP.) DRAWN BY:M$H _ APPROVED_HY:..- SECTION A —A (4) DArE:2/6/02 scAu_ NTS DWG:: -2HMF s SEALANT BETVEEN SEALANT BETVEEN VIHDOV FLANGES VINDOV FLANGES a Mu _LmN 2000 P.V./DESIGNER 2000 P.V DESIGNER SILL (TYPJ SILL CTYP.) 08 X 3/4 SELF' 08. X •3/4 SELF TAPPING SMS TAPPING SMS' 1X2 7/16X 1 X 2 7/16 X i/8TUBE MULLION TUBE MULLION 08 X 3/4-SELF 08 X 3/4 SELF TAPPING SMS 2000 S1{'TAPPING SMS2000SH HEAD (TYPJ -HEAD (TYPJ. VUCUV FLAN*- a MULLION O.A.'. . FIR Nit% SEALANTSEALANT. BETVEEN .: VINDW FLANGES VO OV. FLANGES t MULLION t. MUJ-[ON 2D00 P.V DESIGNER 20M P.V DESIGNER SILL (TYPJ SILL„(TYPJ :._-: 08 X 3/4 SELF. 08 X 3/4 -SELF TAPPING SMS NAPPING SMS 1, X .4. X 1/8 TUBE MULLION 1 X 4. X 3/8' TUBE MULLION X 3/4 SELF09X3i4 .08 TAPPING SMS TAPPING SMS 20D0'SJi. 2000.SJL HEAD (TYPJ -": MEAD (TYP) SECTIONSECTIONA —A '(3) A —A (4) TYPICAL MUUJON TO CONCRETE 0 JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL 8 2' X 4' TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRYBYOTHERS INSTALLATION ANCHOR 3/16' DIA TAPCON SCREV ANCHOR (TYPJ ONE BY VOOD EXTERNAL I LDON 3/8 MSTALLATDON CLIP BUCK BY. OTHERS ' 2000 P.V DESIGNER. NULLDIN SILL (TYPJ _ ..... 88 X 3/4 SELF TAPPING SNS 2. X4' 3/8 TUBE MULLION Q I+ 1 1/4' HIM. EMBEDMENT A 48` X 3/4 SELF :. L.A.. _ TAPPINGSMSHEAD QYPJ • SECTION A —A •(5) c• ELEVATION ' VIEWED FROM EXTERIOR INC FLORIDA. EXTRUDERS , FWNA4 MA SANFORD, FLORIDA 111u: SER. .2000 tFLANGE.- A•'.•, HORIZONTAL MULLION SECTIONS• SEE OTHER SIDE (SHEET22: OF' 2).::FOR DES IGN`` PRESSURE,CAPAC.TTIES G=p'Ej' ' DRAWN BY: MSH DATE: 2/ 4/02-1S•CAI2: NTS- - DWG.: •2HMFLG _- ,_ ._ . ay 2000 SA . 2000 S K JAMB (TYP.) I X 2 7/16 X VS JAMB (TY.) TUBE MULLION C 8 X V2 SELF c TAPPING SAS I X 2 7/16 X 3/8 TUBE MULLION. - 2 X 4 X 3%8 TUBE MULLION as X * Iii SELF TAPPM.,SmS 2000 SA JAMB (TYP.) SEALANT BETWEEN WINDOW FRAME SEALANT BETWEEN WINDOW FRAME L MULLION L MULLION 08 X 1-1/2 SELF' 08.X 1-1/2 SELF TAPPING SAS TAPPING SAS SECTION A —A (I SECTION A —A (2 CENTRAL' A. FL(jR[IDA 8.-0.' F.- DUNUFACTURER NADEE: I X 4 X 1/8 '1 3/8 TUBE MULLION -'iUBE M, II ON 2000 S-K .2000 SitJAMB (TYP.)I n. 'JAMB '(T*YP.) 8 X .1-1/2 TAPPING SAS 0NOBYVO II DETAIL BUCK BY C)THERS 1 1/8, MIN... EMBEDMENT SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW CTYPJ EXTERNAL MULLION INSTALLATION CLIP MOVES -TO "HEAD &..SILL WHERE I* X 4* 4-TUBE MUWONS ARE USED2* X'. 48:X 1/2 SELF08' APPLIES HEAD &. SILL WHERE I X 2- TAPPINGTAPPING SAS TO I' X 2 7/16' TUBE-MULUONS ARE USED INSTALLATION ANCHOR DETAIL OOD SCREW rp SILL CLIP SEALANTBETWEEN VINDGV,FLANGES I ve, HIM. MULLION EMBEDMENT MCATHi,G f wnnn nUKne. DETAIL C .• 8 SELF TAPPING 08 X 1/2 SELF. -C 8 X 1/2 SELF SM, S dyp.)... rr :.EITAPPINGSAS7A I .. 4F:, SEALANT BETWEEN I SEALANT BETWEEN WINDOW FRAME VINDOV FRAME t KAL113N & MULLION 8 X.-IL-1/2 SELF__ 48-X 171/2 SELF TAPPING. SKS, YAPP.M.,SMS SECTION A-- SECTIOWA—A (4) AUXILIARY' PLAIE- A FOR.ADbiTI&Ai:-Af6MS4VHEN REQUIRED) 0' FLORIDA-IIA4 INEXTRUDERS.m"ROA" F o c ' SAMIM, LOM A mu: SER." 2000" F I N SHEETI'0F2 VERT I CAL .MULL I-ON--,SEC;T I QNS'-- SEE OTHER. S I DE ('SHEET -2) _-TOR DESIGN-PRESSURE:, CAPACITIES. M DRAWN BY.SH 7APPROVED*BY. DATF-2/ 6/02 ISCALF-NTS' .- IDWG.-.: -2VMFIN 2000 S-K /-1 X 2 7/16 X 1/8 - 2000 SR I X 2 7/16 X 3/8 Q (TYP.) TUBE MULLION- -JAMB (TYP.) TUBE MULLION 8 X 1/2 SELF TAPPING SMS SEAI:AMT BETVEEN VINDOW FLANGES MULLION a X 1-1/2 SELF TAPPING SMS SECTION A —A (1) I X 4 X, 1/8 TUBE MULLION ONE BY VOOD DETAIL BUCK BY OTHERS CONCRETE OR MASONRY• 1 1/4' MIK. 4Y OTHERS EMBEDMENT 14 4 C8 X t/a say TAPPING SMS INSTALLATION ANCHOR 3/16' TAPCaN SCREV ANCHOR Crypi. INSTALLATIONEXTERNAL MULLION CLIP 2:X 4 1 3/8' m SEALANTBETWEEN - .TUBE MULLION VINDOV FLANGES qMULLION2000'S.H. iM- -"-'iJUWON TO.'CONCRETE 0 HEAD a . X 1-1/2 SELF JAMB - :.. _Lm (AP TO HEAD' & - SILL -WHERE I' X 4' TAPPING SMS CTYPj .. V do 2 _X,4.jU8E-MUWON .S;ARE USED) SECTION A=X-J_Z) C C 08 X 1/2-SELF E TAPPING SMS INSTALLATION ANCHOR 1 X 41 3/8. ANCHOR 3/ 16' DIA. TAPCGN i TUBE MULLION SILL CLIP SEALANT- 3 8X1-14' SELF TAPPING Sl ISETVEEN A L MULLION .1 1/4' KIM. 2000S.M. 2M S.K4B ( TyP.). .IAMB (TYPJ SECT] EKBEDMENT DETAIL C_ PRECAST -SILL-BY-UTHERS 7_11 BY -OTHERS 08' X 1/2 SELF #8 X 1/2 'SELF TAPPING. SMS TAPPING SMS L— A SEALANT BETWEEN' SEALANT BErVEEM VINMV FLANGES VUCGV FLANGES MULLION AIt. MULLION - . . #8 SELF REQUIRED) 8 X I iS U2 SELF MULLIO N L/2SELFX.117 SMS:CTYPJ . \L TAPPING.TAPPING SMS DETAIL R sms ELEVATIOSECTIONA - A (3) SECTION A-4 U 4 VIEWEDFROM EXTERIOR. _ F Ric FLORIDA.', - MTSAMIM. -FLOldb;(- MANUFACrCUIER NAME - 2000 .-F. U NGE-- S -.-I_OF`2 TnU: SER. HEET z, v% VERTICALMULLIONSEdT-f OKS`- 7 FSEEOTHERa1.8 DESIGN PRES-SLJRE., 3-20JBH ..qoq - BY. 7- ErY. -11-APPR OVED' I MIAMI.OADE MIAIVII-DADE COUNTY, FLORI METRO-DADE FLAGLER BUILDI' BUILI)MC CODE COMPLIANCE OFF1 M1371'110-DADE FI.AGIdiR BUILDI 140 writ rLActizit 5ntarT, surnf I MIAMI, FLORIDA 3313U-1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)37s•2 Premdor Entry Systems cotvrMC.'rott LICENSING SE TI 911 E. Jeferson, P.O. Box 76 (303)373.252.7 t'AX(30$)373-: Pittsburgh ,KS 66762 cav'rttAc:,roa t:i`rourratrwr mvisi 305) 373.19" VA% (103) 37S-: PRODUCT CONTROL un•I, 303) 37s-27o2 VAX (3us) 3724 Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, Itas been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under *the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, SCCO may revoke, modify, or suspend use of such product or material inimediately. BCCO reserves the right to revoke this approval, if iI determined by BCCO that this product or material fails to meet the requirements of (lie South Flor Buildi.n(v Code. The expense of such testing will be incurred by the manufacturer. c~- ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raw tcoangticz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONINIITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above. tI l' PRO1% C D: 06/05/200 i Francisco J. Quintana, R.A. Director Miami -Dade County Building Cock Compliance Oflir Premdor Entry Systems 1. SCOPE ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designedto compiy-with.the South Florida Building Code (SFBC), 1994 Edition for Miami-t County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E Inswing Clazecl Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that the ang!e between the edge of canopy or overhang to sill is' less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area me designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, P' •olcction systern. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIREtMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co. SFBC) in order to properly evaluate (lie install ion of this system. Manu I Pcrci, P.E. Product CoC Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of; product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this 'Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acccptancc as %vcll as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspcciioti at the job site at all time. The engineer nerds not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP" i\NCE Manu Pcrcz, P.E.'Product Contr :scam Produ ' ntrol Division Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangemeni1 2'0" 2'6" X 2'8" 2'10" 3'0" 3T lhff 1 1 COP-WL-MA0141-02 tl' OCCO 02-0419.08 Application filed) t•Rating 52.0 1. NO Not Listed Not Listed rranoement X0, OX, OXO 10" Masonile1 COP-WL-MA0143-02 t.l' t 02-0419.08 Application Filed) r• 1 52.0 1. To NO 2'8" + 1.2" 2'10" + 1'0" 2'10" + 1'2" 37 + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'O" + 2'8" + 1'0" 1'C" - 3'0" + IT 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 r NO 2'8" + 2'8" 210" 12'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 218" + 2'8" + 2'8" + 2'8" 1 2'10" + 2'10" + 2'10" + 2'10' 3'0" + 3'0" + TO" + 3'0" Notes: 1: Door arrangements using fewer panels than what is shown in The above chart also comply under the product approvals shown. 2. Assembly details are available from Me Masonile International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (w.vw.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local building codes specify the edition required. 5. Masonile International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, A202 8 PAK3. Oakgraff -" 1 • 1 111 V,MLI.AtS ., n'1'It Y•11onM nb".I ..rNe4r 4s, O.r, D PREA10^.^.C,/.,1 Wl .. e29. ?M? . o.. ., o.... 0., co.b ym.a.maws.nmlyo-tmemluussoctd";O'ns.deignmamomm Masonite International Corporation 0614 -. hiW 10 chVW WOO Mite. COP-M-MA0100-02 FIBERGLASS DOORS Clued Units 6'8" Height — Outswing 27 2'6 _ 02-0418.03 X 2'8" COP-WL•MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0" TV Not Usted Not Listed — — I r X0, Ox OXO 28 +10" COP-WL-MA0163-02 02-0418.03 Application Fled) 55.0 NO 2'8" . 1'2" 2'10" + 1'0" TIT + 1'2" 3'C" ; IV' 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Fled) 55.0 NO i 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 17 + 2'8" + l'0" 1'0" + 3'0" + IV IT" + 2'10" + 17 1'2" + 3'0" + 1'2" 26 ,26"-26" 2'8' + 2'8" + 2'2 2' 1 C" + T 10" + 2'l0" j 3'0" + TO" + 3'0" XX. OXXO i 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 21" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + TV + 2'6' COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 I NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 3'O" + 37 + 3.0" + 3'0" Notes: 1. Dccr a, rengements using fewer panels than wha! is show'n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite 1n!arnationat website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design b geographic location is determined by ASCF 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. Oak _aft A ,M' t.,..ri: .1<i KNCKY VOOR.t-.4-"F4-'4.. 4h O.:.: -, - ou K n02 •. o.. .. o.... O.a c&`M-16 v Pooum of aaw Avro"mrcm macs wciticaiwn. oaipn W amiss Masonite 4MW ;eixi M chv" ..dnora rotor. - Glared Units x X.;. Ox, ^x0 COP-WL-MAOIOD-02 FIBERGLASS DOORS 8'0" Height — Inswing 2'0" 2'6" 02-0423.01 2'8" _ COP-WL-MA0146-02 (Application Filed) 40.0 2'10" 3'0' 3T Not listed Not Listed — 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'D" COP-WL-MA0148-02 02-0423.01 Application Filed) 40.02'10" + 17 3'0" + 1'0" 3'G' + t'2" 1'0" + 2'8" + 17 I COP-WL-MA0149-02 02-0423.01 App;ication Filed) 40.0 T - 2'10" + 1'0" — 1.2. + 2'8" + 1.2" 1'0" + 2'8" + 1'0" — 1'0" + 37 + 1'0" IT + 2' 10" + 1'2" 1'2" + 3'0" + IT 2'6" + TV + 2'6' 2'8" + 2'8" + 2'8" 210" + 2'10' + 2'10" S'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 2'61' + 2'8" 2'10' + 2'l0" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Appfication Filed) 40.0 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 210" 3'0" + 3'0" + 3'0" + 3'0" NO NO NO NO NO Notes: 11. Door arrangements usicg fewer panels than what is shown in the.above chart also comply under the product approvals shown. 2. Assembly details are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. Insia:'anon ins!rections are Ullila5le from the Masonite Internaticnal website (www.masonile.com) or from the technical center. 4. Actua: C=sign pressure requirement for a spaci'ic cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak af. f r.. r ".. AR EK 1•I"1.Krr,A{{ /iN7hf nfI(lltt Hs.l..u...M.p.ut r [inn C,, 20^ Imrwrcwcv1'UK71c; :r.1ofoloG.xt 4coroancm Tt10rroc:a:::cn, « syr.::.;rJ;;:l Masonite International Corpora ion J. SJ WI M *:q^ Wole : Wke. Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing r 2'0" 2'6" 2'8" COP-WL-MA0166-02 2'10" 3'0" X I.r• 02-0423.03 Application Filed) op Rali. 47.0 r NO TV Not Listed Not Listed Arrangement X0.OX, OXO Multiples (Width) 2'8" + 1'0" masonite internationai COP-WL-MA0168-02 Miami -Dade 8CC0 02-0423.03 Application Fled) DP RalingImpact'Raled 47.0 NO 2'8" + 1'2" 2'10" + IV 2'10" + 17 TO" + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 17 1'D" + 2'8" + 17 1'0" + 3'0" + 1'D" 17 + 2'10" + 17 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 • PA202 & PA203. 0 O akcraff AR_jEK" corn`• ur Masonite International corporationO+srinp propnrn a poaw imorovcmern makes speWkaom. Orsipn rrW OroOuct Otui sugen W VI.W WOW nace. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing 1'Singles1 X 2'0" l • 1ff COP-WL-MA0101-02 01-1031.01 76.0 1 M., NO 2'6" 2'8" 2'10" TO" TV Not Listed Not Listed ArrangementM, X0, OX, OXO 2'8" + 1'0" COP-WL-MA0103-02 PITIMS 02-0109.10 Application Fled) t 55.0 1. , NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" TO" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 17 + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 37 + TO" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 37 + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 Oakgraff AR EK'" 6`I141iNCLASS ENTRY ,BOONS 0-1-lMrN"e-own a Ao'e29• ow com~v popnm o, woala anproeVr'm males somd"t)ns. onvn and podun Masonite International otud wo en to cnanpe wdrq oo,te Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing Singles1 X 2'0" I 1 COP-WL-MA0121-02 11' • I t• • I 01-1031.02 76.0 1 I NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed ArrangementI(width) X0.OX, OXO 2'8" + 1'D" 1 IMiami-Dadet COP-WL-MA0123-02 02-0109.09 Application Filed) t•Rating 55.0 1. NO 21" + 17 2'10" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" IT + 2'10" + 1'2" 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2T 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. I O akcraff OOONt AR EK" m f IMI:II OI.A[t I:NI'eIY Nr`Trr,.IwAr 4+ry Or. o'/29• 2MMasonite International Corporation Om com+rwq Olopum of o duce i1nD101'lmelf mite sDKif"W . Oeyn ano On oia olW kola to Cnaw .Mewl nolim Opaque Units FIBERGLASS 'DOORS 8'0" Height — Inswing 1 1 COP-WL-MA0106-02 t l• I 02-0109.08 Application Filed) I• • 1 70.0 1Mi. NO 1Singles1 X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" I Not Listed Not Listed ArrangementI X0, OX, OXO 1th) 2'8" + 17 Riasonite internationaltl COP-WL-MA0108-02 BCCO 02-0109.08 Application Fled) I• Rating 55.0 1 1 NO 2'8" + 1'2" 2'10" + 17 2'10" + 17 37 + 1'0" 3'0" + 17" 17 + 2'8" + 17 COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 1'2" 17 + 2'8" + 17 1'D" + 3'0" + 17 1'2" + 2'10" + 17 1'2" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. Oakcraff AR EK" N ....,1•c...n cJ sIM1 Mfi .* •T Y•DOOMS rY••T•.W fNtY"twlOw., d 29.2002 Qr tamnl V Drov m DI OrooDO n Orav mem macs sDRiI"J s. Desv. am vmdu onH suo" totnanpe wffw D t. Masonite International Corporation Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing X Single$ (width) Masonile International 2'0" 2'6" 2'8" COP-WL-MA0126-02 2'10" 3'0" 02-0109.07 Application Filed) 70.0 NO 3'6" ' Not Listed Not Listed Multiples X0.OX. OXO width) 2'8" + 1'0" Alasonite International COP-WL-MA0128-02 Marni-Dade BCC0 02-0109.07 Application Fled) OP Rating 55.0 impact NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 37 + 17 17 + 2'8" + 1'D" COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'D" 1'0" + 37 + 1'D" 17 + 2'10" + 1'2" 17 + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 21" 2'10" + 210" + 2'10" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 TV + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 210" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 6CC0 protocol PA201, PA202 & PA203. 0 0ak xaff AR EK'" f Mr:NGLASN M.NTI Y DOOMS NewG•vn..MeYu lNr. Oea,. bA 29. 2002 Our taairk"q"gram ofpraduo kwomms MAn s md"iarrs &so saa"do Masonite International Corporation dnad $WWO Ia ChxW W&WA rrW[t. X Unit N6' TYR I" UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" t t SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSUBHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 April 29. 2002 0...,, o.... " Ow Corn V P(Mam 01 Wodua mVroremetn Makn sMcb[a10ns. M a s o n it e international Corporation atsgn am D'ooua dcua supra to canoe ninaa noke. XO or OX I I I Unit SINGLE DOOR WITH 1 SIDELITE 6- TYR 6V UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYR CountMinimumFastener 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t / f .I t r Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. n111d29 2?32 Masonite International Corporation h. CW.t.+-.^ J041 'AW60,R - '—.H" .Ntn tt,tCJSA9"S. dnq. 1K YOC.0 omd S.W to CN"Qt d.OW f0cc. , 0x0 Unit SINGLE DOOR WITH 2 SIDELITES 0 t/ t t t f t t t t 6- TYP. 6'8" UNIT 8'r UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. PREM0a1,111w,> April29.2op2 Masonite International corporation Oir cawa.q muar" u: waa..:. :s•v+emw uwn aucc+tno..•. anq" +ro wwua ocu+ SW W m :—W " -&A nwu. oxxo 1111 I Unit DOUBLE DOOR WITH 2 SIDELITES 6 T6' P P TYP. TYP. TYF Vir f II II 1 II II I It II 1~ 13- UNIT 87 UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count Rough Op•O 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored property to transfer loads to the structure. 0 Aptd29.2OO2 Masonite International Corporation Om coMko M d.opM of d•odua r^ao.emao m kn SW4fam. dng. a^d aodun dMd S OKO fo Ci . W .dh fi ^ofKe XX Glazed Inswing Unit APPROVED ARRANGEMENT: y Fah. COP-WL-MA0142-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Maximum unit site n 6'0- x 6'8- Design Pressure 52.0/-52.0 Umited water unless special tMeshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistard requirements for aspecific budding design and geographic location is determined by ASCE 7-rational, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and, MAD-W L-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 go as 00 00 U00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series12 RA-. 23 RIL, 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be useo in tilt following door style: Eyebrow 5-panel with scrollOak raft AR k EK" r.r,....... ,.nT w.. o.l. r• n 're .. arcd VIUL' RGLASS L''NTRYDuo.., nbn.r..n rMNr E—D— /ar C,, MA' a t-AC/",Wa3 11—,,w Or. r o• April29. 2o02 Masonite international Corporation Our Coat w`o Wob`37 a Woeun vnWoveaea Ot nlateSspeCAKalgnS. SQ" and WodW deue swleer to C"t -trm1A nave ' XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as as rya 404 Series 410 Sexes 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0akcraff AR 4 EK" ,..I..,..I.I.a_ W ...d.R..,n '1.•Iur•I I:IUI'M.:LA N.i LN I'ItV Ill III ON IW.w4.ol•1flwtl,u t—, D— ao-. Aprd29.2002 Masonite International Corporation ow cWtou O wo0nm of product mpro+ cm mlun swiliwiwlt, deign and product drud SUDIM to C"e - rtoU mu. XO or OX l t t Glazed Inswing Unit r APPROVED ARRANGEMENT. 0 0 FIBERGLASS DOORS ` Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 1 Sidelite NWrdmum unit size . 6'0' x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: oa as ° a0 as as an 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: Ll no on as na as as 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 RA.. 24 R/L 107 Series' 108 Series 304 Series Series' This glass Yn may also be used in the lonowing door state: Eyebrow 5-panel with scroll Oak raff W .....I r. a.n AR k EK- r..l....., .. IIIUL'MI c A.l l'r'I'M1' 1)rlllM. Nnw4.rrN r—&. I—, D— April 29.2002 Masonite International Cbrporation W c—.; —9— of 0ro011 n.pO.mlrnr nU1K WKJ4-1. ongn lM Yw0 - ftw t.A11CC1 lc Cf ^f -4hN 1 n01". XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: Da as' 404 Series 410 Series 109 Series 1 t4, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIOELITE STYLES: F Crsfsi ry'' a t5`ek 129 Series 200 Series 12R. 12L 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" , laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. ' Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAM1-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O, ak,.raff AR 4 EK'" r..,..,..r, , • F_.. t.", 0— April 29. 2002 Masonite International Corporation 0. som.rrn4 0.00.m 01910" •o010+emem mxa smairAons. 0esgn 300m0eua xw sl>^i W rh^C r,410A nmce Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: f4 o k:t?1L Pt4 aY itib':: Wd It III Single Door with 2 Sidelites Maximum unit size • 9,0- x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. COP-WL•M{10144-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure andimpact resistant requirements for aspecific building design and geographic location is determined by ASCE 7-national. state or loaf building codes specify IN edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: ann0 ao 00 00 0 0 00 100 Series 133. 13$ Series 136 Series 622 Series 1/2 GLASS: 0 00 OD ° 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 WL. 23 RA- 24 RIL 107 Series' 106 Series 304 Series Series' Tlus glasskit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raff AR k EK'+ 1'I1)1:M1iLA\1 L'M'I•w1' VOOKS rau.•a•w•.a FMpufwrOoe.. a Aord29.2002 Masonite International Corporation 0. Co —Q aooyam ap00W -.0- -em mikes soccaicaom. ange and aoauo a[4a SlAwt 10 C". wan" W41. G|8Z8d |OSVViDg Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: wwSe^es ^.00wes | /09 Series x^.m/o /oueri= /mSerie. *m,edm Series APPROVED 3IOELITESTYLES: 13 129 Seties 200 Series 12R. 12L 23R. 23L 450 des 152 Series 149 des 109 sedes 120. 122 Sales 3W Sedes ies CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number Ramesh Patel, P[/8O284 Unit Tested inAccordance with Miami -Dade 8CCOPA2O2. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted inurigid plastic lip |itesurround. ` Frame constructed o/wood with onextruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED TN ACCORDANCE WITH COMPANY NAME CITY. STATE To the best of my knowledge and ability exterior door unit conformsmmthe requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State ofFlorida. Professional Engineer Kurt Ba|thamr,PE.— License Nombm/6G533 Ow cominump program ol product mprovrrrc" Man specifcoions. design and product OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: i-::,rat. ti1ii:,'.: i'yA N 7;: iii'1• ram". •c.. O ry'u t4•, E. iY.J 1 Y r 0 Double Door with 2 Sidelites MaArnum unit size . 12'0' x 61' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resisUrd requirements for a specific budding design and geographic locatlon Is deterndned by ASCE 7-national• state or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: a0 00 con 00 an an 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 n0 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 FtA- 24 R/L 107 Series' 108 Series 304 Series Series' This glasskit may also be used in the totlowing door style: Eyebrow 5-panel with scroll Oak raft AR k EK" r..1....1,1... 12111L'NCLASS ENTRY 0009S r 4•1 C-, 0— April 29. 2002 Masonite International SorporationdwC"W%WV oroo,W 01 O,OeW fnare.e,11en1 rlwn SMIIKrtom. onyn ane paean at4+]aWacl r0 C.^. .. M .. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 77. q130 00 k i! 404 Series e10 Series 109 Series 11e, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: tao 129 Series 200 Series 12R, 12L. 23R, 23L, 450 Series 152 Series 149 SMes 109 Series 120. 122 Series 300 Series 2eR, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8", laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O; ak raff AR k EK' y I:InL'NI:LA.\\ LNI a April 29.21M Masonite International Corporation Ou commlrwptwopam oIpraoutt nlpMCffKrt maatt SDtCItr Q9M 0tW1 andor1101KtOtU4 SU*C1 to C"t "hm noic'. XX Glazed Inswing Unit 8'0-9'. FIBERGLASS DOORS APPROVED ARRANGEMENT: T 0 i 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0'*. Double Door Maximum unit size • 6'0' x 8'0' Design Pressure 40.0/-40.0 limited water unless special tWeshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is detennined by ASCE 7-natiorul• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 404 Series Om oa 00 822 Series ED 108 Series Oakcraff ARTEW VIUCKCLA." CNI'XV UOURS L—, 2= April 29. 2M Masonite International,Corporation W C"Auec 3.0vim 01 C"O" ;MX0•enwo MACS "ecdics-ofts. design am plooR OEW SUIWCI 10 C"t *00A MXt. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). r / &EX 5_ State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak! raff AR EK" A•e...n 1'I0LMCL.1.1 LN 1 M1 ,1111.IN.\ W T.•e.w tnvr April 29.2002 Masonite International Corporation01nCCM+ V VOWa of ao" .nplo. CM lmkn se ACNoos, eeSo 2nC wo" A swrca roawge .aroa eelct XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0148.02 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Single Door with 1 Sidelite Madmum unit size - 6'0' a 8'0• Design Pressure 40.0/-40.0 United water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE ]•national, slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: ' Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: am 00 00 822 Series 1/2 GLASS: 00 404 series 108 series 0 Oak raft AR EK" r..l-.i..lr l.a• I:I111 •N (: L:::. 1: `.'1'M\• nn..M. .b+r..v.lr..p.n tnsr Dow. a A Ap.d29.2002 Masonite international Corporation gv COmu.on0 p.op.rm 01 pO0uC . Wo+ ,M Uke$ $OKd"J. OtW JM 1.00W XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: H 1 0 - 810 Series 300series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" ' wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO AA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 9, NO _' W/mr"iWimm; IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK" t..,....r,r.._ n Ow• • 0.• April 29.2002 Masonite International Corporation Ow tar.0r.n0 0ro0nm 01 aodW .na0 Cnj makn Wo d"om. oeson and pr00utr OtY. %.*^, ,o CM.9t _." n e. Ox0 t , , J , Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 1$ O 1.. UW41-11-11 L;.-14j;, 1 •i Single Door with 2 Sidelites Maximum unh site . 9'0' a 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or total building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 1111111 0o 00 822 Series 0a 00 404 Series 108 Series 0 O akrraff AR k EK" t.tl....a, l.• FIDLRULA.C1 LNT—' 1J-1M] rV.u.ew.rM.r... t.vr Doer April 29.2= Masonite International CorporationOWCMCrIWVMdd•Jm or ,100W f1Met l nWrs SWd"Om. deWn JW WOOKI drud SU*0 to crWvt •dMW ro -Ct. oxo I I I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r?Yi 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 series 1110 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). V-A F' ' Lod Mn4' IState of Florida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 O akcraff AR EK" FIUI:NOLASS L'WYN1' UUONS ewTvawA Nae"oro••.. a April 29.2002 Masonite International,Corporation 0. cont-mp proprem of pooua inprovaMfo melees specd"iMn. aesir ene no" d"'Nen to cnsge wCOA notice. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: jttj n'1. i1` 4 O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Mapmum unit sin . t 2'0- z Sr Design Pressure 40.0/-40.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actualdesignpressure and impact resistant requirements for a specific building design and geographic locationIs determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 old 822 Series 1/2 GLASS: EJ 00 404 Series 108 Series AR 4 EK" O ak"A 1'1tl L'XGLASS Lwr"v vooms ea.U.—, re.p.o E...pOo Apra 29. 2W2 M af O n l te International CorporationOu. com.n..q moenm or orooun ."mo.emem mates soeearcalcns. Oesyn a'q orowcl dead soMect to mope -U0A nonce. Oxxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: sue, a a10 Series 300 Series APPROVED SIDELITE STYLES: a - 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE120224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" ` wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft AR EK" t:Itlt:N(:LA%N L'N ".n• 0011-C IAU..../rrpr.bv, D_ U',VIA n .r Aprd 29. 2002 Masonite International Corporation ow corn k q o opr— of woam +.•D, two owes sat acoom. anion aw pfowct dw surnmtocft vp _rWA Wl t XX Glazed Outswing Unit APPROVED ARRANGEMENT: 0 0 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door MaAmum unit size • 6'0- x 6'8' Design Pressure 55.0/-55.0 United water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geograptde location Is determined by ASCE 7-national. state or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: no n aass as na 101 as 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: Eln [i ou 00 11 an an an an as an 105 Series 106. 160 Series' 129 Series' 12 WL• 23 IUL. 24 RA. 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the IOIW0 V door style: Eyebrow 5-panel with scroll Oaks-raff AR k EW 11II I: Nf:IA.\.\ lnl'M 1' Uf VM,\ brL•rnO.Mr(pu fob, l?s•n April29.2002 Owcdn +rJ+le vwp or Modw ,"xo,eme r maces soecnenwn, designer10 oforlu(r Masonite International Corporation W SuplKl le C-ne .~ n,04, XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na as 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer IKurtBalthazor, P.E. —License Number 56533 Oakcraff AR k EK'" r..l.,..1...._ 111VL•K(;LA.%S Lr+fK\' UU/INS rbw.i..a"N r"..C."Gv, Dar. M/r' 9 April 29.2002 Masonite International Corporation W COMMUM raoram o1 o.oame arwm.em m "wn soeca"imn. aesgo ma moaw Oe1UA yaa1K1 m clwpc ra11o1K rote XX Glazed Outswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Madmum unlit sin . 6'0- x 8'0- Design Pressure 47.0/-47.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•natbut. state or bat building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. , MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: a as 404 series am an ao 822 series 0 108 Series a AR 4 EK` r l.elef..tlr lrenOakcraff Wr.•A•ra.n 7. eA 1'1bLKGLAN5 L'N'1'Ml''000KS lbwa.....•Igra..r r.v.C)wf M a s o n i t e International Corporationowcon—jme aoeram of a00uc1 mao+emem naafi sacrtulam. aupn aee aooucl au+ w01ee1 a Cnrge wW. M r 4, i 1 7 RY:i•'i e: lI TALI R: 1RI C n-,WN" - 1imirm 3 aAOICSNE VIDtCUtIEAO)0011. A III I. • III"k "kIII III"k \,k II I I II \k 2 1 1 REVISIONS NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION 1 --- 62--- II/00 — MWW I OTT' (1) WAS (2) FOR TRACK SOLT 71W71 IL I HORIZONTAL TRACK SUPPORT ITT m GA wal. De snucs ATTACKED m DOOR DOOR wS'ALL" (To wo SIGNWITHPArEKEDroGi-LOG SYSTEM OOP. DOTOM t CD(IER). g u" C&v. Sfm "Ac w'*w 3) S%Re 0000 LAG AmnSCREWS. LISTED Im Dam TRACK CONFIGURATION WIN W.-CRO0M IS AVAtAHE AS AM OPTION VIEW Y HENiR F Y CALVE on TRACK t. woL TRACT tlWnaEss: Deo' LOCK POSITION p Q TYP 2-1/2'.I2 CA CALV. Sim TRACK WACKIT. TmMOTH 1O0u10 '®• 4 (4) TRACK &4 RA SIX ry 8p UW TOP 9UG2T REPORT# 9606C ^ Pl m MINTS orW A ` OPTIONAL OUTSIDE IRYtD LOCK POSITION MAIL DOOR WIDTH - 14'-W INSIDE - EVATvwa eT I. 1 d LAG SCREWS ON TS C[ITIERS. 1 OA MOL OY- 0' IWWCONSIST aF {) SECIpNS (ygWN1. FRONT TUNE WITH U.V. EAREQUIRED LAe SCR13 NAY BE OOIMOtSUHK ODORS LIPto00R5OADIY-0' IOWCONS6i OF ( SECIIOrC (1bi S>eMN). COATING ON WIME SURFACE (OUT IIDT ISDIIYSD) m TN10.17[ APUI91 NOIN}01O ACE 1( ORIIDIRK M11m 00 NOT IRAIBEA lOe. n n 2m YF11A PPE 'MAR° i 1- 2' THICK SB 4A53 011 OPIIONIL (0 SCKW 23 G MIN. Sim sm COATD IT" C-4D mXL CALVAKUWG. BM®- 001 PRIMER, AND A 9VED-ON P0.TESIER TOPCOATAPPLIEDTOBOTHSODOF STm sm. SIP TAP JOOC 3' TALL U-EAR 20 GIN GALV. SM MIN. Yaw SIRENCM: 50 1-I 3• I- 1-1/ S r SECTION A - A (SIDE 4 1 llflBE. IBECK LDW KAAI(A'Y(uOPfldl SHEET METAL SCREWS 0 0 T/{ a' SIIP T SCREWS. 24cA dD NNCE4 (e a wrr amun Hwrx Yhl!_$ Nd Y• fW MOULDING er DOOR INSTAUER CIO S M m u 10L C%v. Srm De STE 2D a C& V On WM STU M/° ACRTut LIR 9LtrEt E MOLDED w510E 51>.- a TI TOE ft- EMPER ow'. PANW,40 SCREW 12G "v. Sim IF" SS/I FASTENED D/S• SOO.M lo SCROV9PERLIMa .. AM10((S CN 21 Cwm (C-W PER TRACK BRACRT. SNAP WEN Da N' CDODB ( z000 PSI MN, N1K%1 Oa OCA(LS 1/ 4'. • rN Vg011R SpCRl19 CM17-1/Y CEATETO (2,000 7/1E" ID. IIOUIe t 12 G OALv. STEEL TOP wm vFRTCK TtKN. SI EE wOe16, 1' oD9 I ul. R WEASTE. (aSTNEmPEAIOOUEIRO) 1. a CALLY. HINGE STEEL TRACK FASTEXED TOCH,ro t EACH SIDEOFDOOR. CKDOOR. I2 CA CALV. STEEL TRACK ORACKrm E{ASILIO f0 CO SIBSEVLlI w/(.) II. 0 51[LT METAL SCREMS. ROLLER [RACKET. EACH ONE5YRiFJtBRACKETATTACIIm /(4) wPRWDE511EIAd/S" SHEETHELLgamREGI6ED) m A IIUCJ( ATTACHED ro EACH 9MOET /14.5 q SHF TMETK SCROR NO No152CTAt mm 00 110TWITHo(E 1/4•4/3• 80LF t NUT (q I/i a3/a SERF rMPNC SSRDRS PER00 IOICE A(=, TRANSFERLOAD. OR T101/ 4' W RVER. OUTSIDE KEYED NAIaE V. STEM IDODIDEND2' OW SIem-SIOK 10 WILL Sim ROLLER. S1 HINGE.EACHSIB SCONFX ,: DOH MARK WESfQIMD. PE FASTIM m F0O INTER, SIU Pf"ARATION OFAMINS BT OTHERS SECTION c-c FLORIDA P.E. 146495 I.d/e' 1HAADLENOWNCMQPN PE / 25552 1) SIB t (L) 1/ 4'.3/4" SELF OUTSIDE KEYED LOCK LOCK OW TATNOe SCREWS. SILAP ( I( ON Ww a pyl,q y DESIGN LOADS: +24.0 PSF & —24.5 PSF oLrrsIDE HANOE EACH SIDE v(ATi BE TIE RESPONSBEfI'/ OF ENE MnEssIONN of TEST LOADS: +36.0 PSF & —37.0 PSF OF DOOR RECORD FORTHESUIDICORSTRUCTUREANDINACCORDANCEVU . 10 a W.v. STFEl u-BMS FTe w A 2-1- 2-L PATTERN L TWO U-SARS STIR SIDE BOLT LOCK Or - ACES WITHCRRHT MALODOC COOES FORTHE LOADS LISTED ON — O W W w„m . EUWTHIS DRAWING. W —aAwawa >u O WOI3. PART NO.: - ON goSECTI011. OIQ u-" ON NOR ErcJ. FAW U-W ATUOIED WIM I a•a/{• SETT rAPPOe SORWs INTO VERTICAL TRACK. ONE LACK DN Tm U1— SlatW OtlIM W TOLERANCES 3121" A Sub I= IDEAL u,GroIO1I oR4520EPEALOGf10N. E OF' DOOR.Am wem.a .tea eiPPe.(.A m. 0 - t.03 rd. R, I-iEs-. al-4mo LWA.00007oEWL Fm Ib. 1-513-7E2-3519 wur V EfF rvI( r tom OPTION u eoTOM eET. WITH EP METAL SCREWS. SHEET wesi R. F....L Fri.. My,. 114 n.v.. •r apt 1. E.eEn w .... .r wwan 00 t •015 000 t. 005 0000 t. 00E DESCRIPTION: MODEL 6RST W4 16- 0 N 8-0: 24/-24.5 DESIGN LOAD oR4wN eY: BMM DATE: 4/ Is/00 SCALE: TUTS owc. R ATTACHED (2) #I{d/° A1Degrees . 11/7 CHECKED BY: Mww GATE: 4/16/00 SHEET I OF I S1ZE L t .ant n&d a LAWaa Stow OUAv.1.{ 1«t:orl T1O1F.N90RAREwDWG. NO.: 102138 REV. NO. I J C 0 A 4 s MODEL: 6RST (25 GA. STEEL SKINT MODEL: 4RST (24 GA. STEEL SKIN) LISTEDaP,pNw ose CLASS OR 1 B• ACRYLIC UTES AVAILABLE SECTION B-8) 1) INTERMEDIATE STILE ATTACHED W TOG-L-IAC (T0P MIN. END STOES ATTACHED TO DOOR ANDUADHESIVE (ALONG CENTER)ABOTTOM ITH PATENTED TOC-L-IOC SYSTEMwp- k CENTER). O REPORT#9606C r" ffilr7m Rr"m 25 CA MEN. CALV. / LOCK STEEL SKIN COATED BOTH Soo) TWO POINT LOCKING ANDAHBgAKED PNOIYESTER TOP APPLIED SIDESOF STEEL SKIN. MAX. DOOR WIDTH 9'0- fI4x5/ 8• SHEET METAL SCREWS TALL x U- BAR (50 KS) 00R SECTION. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTIGL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION NOTE I DOORS UP TO 7'-0' MGM CONSIST OF 4) ACTIONS (SSHOWN). DOORS OVER 7•-0• HIGH CONSIST OF (5 SECTIONS (NOT SHOWN). 1 1 REVISIONS DATE: ECN N0. APPVD: DESCRIPTION 11/ 00 - MWW I OTY (1) WAS (2) FOR TRACK BOLT 2• nXX 3• TALL U-84R 20 GA GALV. STEEL I - 7/8- T HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT D 13 GA. GALV. STEEL FLAG BRACKET. Is U uLv. STEEL1OvROL EACHEACHFASTENEDTOWOODJAMBWITH3) 5/16'xl-5/8• WOOD LAG SCREWS. BWACKETA3) 1 H8/E• 9ELT METAL UPIL' DOUBLE TRACK TRACK CONFKXIRATION LOW HEADROOM I5 SHP LAP JONR O AVAILABLE AS AN OPTION 14 CA EmE srta i ? S r a 14d x DOOR HEIGHT 1- 2• GALV. STEEL TRACK. 8 _ MIN. TRACK THICKNESS: .060• 6 J l,/ I 4 i 1/1 Yli V TAPPPq SOtl3r3. 6-I 6B O C 3' tALL . m G GALV. Z rsl[a U-auL ONE U_ w TYP. 2-1/2%12 CA. GALV. STEEL TRACK BRACKET. 4) TRACK BRACKETS PER SIDE. FER FAGH u-ew ATIAcmw 6 1 4SELF Y m CL S=WSSUUXATIW1/0LNR TOP BRACKET LL DOUBLE HORIZONTAL TRACK FRONT FRAME COATING ON WITH U. V. \\ OUTSIDE SURFACE DOUBLE TRACK O p 13 G GLv. SRa BOItOY LOW HEADROOM OPTION 1 /4• x3/4• SELF I 2 x3• IALG SCREWS ON 24 CENTERS. I. O.D. MIN. J1 'SHEET & n , ^ OPTIONAL f0 SCREW TAPPING SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK AIJAM u O(YRUSION SSB CLASS OR WINDOW LITE BUT NOTREQUIRED) TO PROVIDE A FLUSH MOUNTING a VINYL WEAniRSW. 1/8• ACRYLIC LITE SECTK)N B-B 14 GAENDHINGES1BCAINTERMEDIATEHINGEJam• HORIZONTAL JAMBS DO NOT TRANSFER LOAD. MEW 'S VIEW C STOP MOULDING BY DOOR INSTALLER (TO 2x6 YELLOW PINE JAMB-,_ /-20 GA MIN. GALV. STEEL END STILE 20 GA GALV. STEEL INTER. 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16•xl-5/8• LAG SCREW PER TRACK BRACKET. SECTION A - A VERTIM JAWS ATTACHMENT (C-90 BLOCK OR SUIT SIDE VIEW) 8x3/4• PAN HEAD SCREW 10 SCREWS PER LITE END 251 MIN. CONCRETE MOLDED INSIDE STILE ON 24N 38x4SLEEVEANCHORSON24xCENTERS (BOTH LITERETAINER INTER. C-90 BLOCKOR2,000 PSI MIN. CONCRETE) OR 1/414• TAPCON SCREWS ON 24• CENTERS (2.000 SNAP LATCH ENGAGES STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONTO VERTICAL TRAGIC. ONE SNAP LATCHAONCLOCKBARSLEEVE ANCHORS, 1. 0.0. MIN. WASHERS REQUIRED EACH SIDE OF ODOR. ENGIN AGES WITH TAPCONS. ANCHORSMAYBECOUNTERSANKINTER. STILE TRACK ON OUT NOTREQUIRED) TO PROVIDEARUSHOUTSIDEEACHSIDEMOUNTINGSURFACEHORIZONTALJAMBSDONOTHANDLEOFDOOR. TRANSFER LOAD. OUTSIDE KEYED HANDLEt18CACALM. STEEL CENTER HINGE END STILE l I FASTENER TO OTTER. STILES W/(4) I14x5/8 SHEET MEGL SCRLIV$ 2• GALV. STEEL TRACK FASTENEDTO - L I OUTSIDE KEYED LOCK LOCK BAR LOCKING 14 CrL GALV. STEEL ROVERHINGES12GAGALV. STEEL TRACK BRACKETS. FASTENED i6 END $TILES EACH W/i4) TRACK TO INSIDE F1PIlDLE ATTACHEDEACHBRACKET 14x5 B• SHEET METAL SCREWS AN BOLT RI NUT 4) 14• x3/4' SELF TAPPING SCREWS PER ENO HINGE WITH ONE ITWO OUTSIDE DESIGNLOADS: +25.0 P.S.F. h -32.0 P.S.F. KEYED LOCK TEST LOADS: +37.5 P.S.F. h -48.0 P.S.F. 1 4 OR TWO I / 4. OIARIVETS. SNAP LATCH LOCK OPTION PREPARATION OF JAMBS BY OTHERS. Amttm rA romans. PART NO.: -VA JAMB CONFIGURATION r aonAreuAmm m T0L Stator oEmS-'a. 31Ci2'dl' ONsub 1600 TOLERANCES «. SECTION C-C t. r ••+ ar .v r a• d+d.••4 a•A aper.4, Fe No. 1-513-361-3519 0 t.03 Wx 1tt140mAfLFeNaI-SIS-762-SSI9 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE / P.E. UzC nL WITH CURRENT BUILDING CODES FORTHELOADSLISTEDON / b° p&r e m a°"" °i1ieOvinq""ie ° x' b, 1""O" 'r m. a..n'.. AO . t. 015 DESCRIPTION: M000. 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD 000 t.009 DRAWN BY: BMM DATE: 4 18 CO SCALE: NT$ 0000 . t.001 / / DWG. oegr«x . t I/2' R P.E.a 95 THIS DRAWING. / / i Arl* CHECKEDBY: MWw DATE: 4/te/00 SHEET 1 OF 1 SIZE L NORTH CAROLINA P.E. /23832 l Pro*„ + - u _ St w Oth m. ONEMS06 ANE a moEs. DWC. NO.: 102137 REV. NO. 1 4 3 2 YronASoor I _ ^ lIN1•rif a D PERMIT # ril0 A redA 161 CONTRACTOR REVISIONS DATE Cf, PH # #P? `?57 TBI FAX # lle-'XS0"%ZZ0 DESCPRITION OF REVISION: UTILITIES FIRE 1"86-003