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170 Magnolia Park Trl 03-1541 SFRPERMIT ADDRESS CONTRACTOR ullwo,mv PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER '( - 1 ELECTRICAL CONTRACTOR —S, , 1 MECHANICAL CONTRACTOR c.,:�LN N . L PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE d H CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 170 MAGNOLIA PARK TRL for which permit 03-00001541 has heretofore been issued on 4/15/03 has been completed according to plans and specifications filed in the office of the Building Offi ial prior to the issuance of said building permit, to wit as complies with all the building, plumbin 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 DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled ct) Ck-TL- Inspected VU ZONING: Inspected UTILITIES: Water _ Sewer Lines In ,Zw CLV r Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage 9'Q-Coo vL bs Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Z{Q (�'j +I�� Lights Storm Sewer rveway Street Work DESCRIPTION 1 PWq DAM DATE AMOUNT WATER -SEWER IMPACT FREES 601-APPL�C'1TN � �.�171 5/1�UO3 D1 -A.PpL= FEE -BUILDING 4/15/03 r2 QL ApPliCTX FEF.-PLUMBING 5/13/03 22v0.00 L, uv 1000 10.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 170 MAGNOLIA PARK TRL for which permit 03-00001541 has heretofore been issued on 4/15/03 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 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 4/15/03 279.61 4/15/03 91.93 4;/15/03 13.83 4/15/03 847.00 4/15/03 13.84 4/15/03 1384.00 4/15/03 650.00 4/15/03 1700.00 OWNER BUILDING OFFICIAL DATE . 4 . CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: cl'7�- ADDRESS: 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 Y appreciated. /ngineering 7 Public Works Utilities Fire 0 Zoning K" 1.j\ Licensing (� iVI. f\ CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: A PERMIT #: (1 - ADDRESS: CONTRACTOR: � �QACor-,, 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 7Public Works tiliti rxx�- :]Fire rl I J) Zoning 0 (A Licensing (� ( A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: C'\ - dS - PERMIT #: C>�,Sy \ ADDRESS: CONTRACTOR: Pk V�a C � 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. jEngineering Fire fl � J) tQ ublic Wor O S ping 0 (.A �] Utilities 1Licensing ('� I A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCYNo. NATIONAL FLOOD INSURANCE PROGRAM O.M.B. De ember 31, r: Expires December 31, 200,. ELEVATION CERTIFICATE Imaortant: Read the instructions on aaoes 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insrearim 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 170 MAGNOLIA PARK TRAIL DRIVE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 13, MAGNOLIA PARK BUILDING USE (e.g., Residential, Non-residential, Addttton, Accessory, etc. Use a Comments area, N necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( W - #9 - ##.AW' or ##.#####° ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAIVE I FLORIDAB3. STATE CITY OF SANFORD 120289 SEMINOLE B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, of lloo ft) 12028901)45 E 4117/95 4/17/95 A,X WA B10. Indicate the sourced the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined [9 Other (Describe): SEE SECTION' E' ON 2Ne PAGE B11. Indicate the elevation datum used for the BFE in B9. ® 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. Bulking elevations are based on: ❑ Construction Drawings" ❑ Building Under Const dim* ® Finished Construction 'A new Elevation Certificate will be required when conshdoon of the building is oompiete. C2. Building Diagram Number 1(Select the lwil itng 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 AW, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIAl-A30, ARIAH, ARIAO 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 _ ConversioniCorrmts _ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes 0 No o a) Top of bottom floor (including basement or enclosure) o b) Top of next higher floor o c) Bottom of kA%wt horizontal structural member (V zones only) o d) Attached garage (top of slab) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) NIA. ft.(m) WA. ft.(m) WA . ft.(m) NIA. A(m) NIA. ft.(m) NA. ft.(m) o g) Highest adjacent (finished) grade (HAG) WA. R(m) o h) No. of permanent openings (flood vents) within 1 It. above adacent grade 0 A Total o d all t flood 15 ' C3 h 0 area permanen openings ( ven ) . _sq. In. (sq. crn) E 2 Z .21 y d 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 date available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME; AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH PTjE7jA qjtE.180 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE f 9/29M (407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding infonnatlon from Section A. ForInstranoe Comer Use: BUILDING STREET ADDRESS (Including Apt, Unfi, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Pdky Nrrritier 170 MAGNOLIA PARK TRAIL CITY STATE , ZIP CODE Company i7 Number SANFORD FL' SECTION D • SURVEYOR, ENGINEER, OFtmcw CT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUc ompany, and (3) buildrg owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C ❑ Check here I 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), complete Items E1 through E4, 9 the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number 1(Select the build'irg diagram most similar to the buildng for which this oertificate is being completed — see pages 6 and 7. If no dagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is .71 ft.(m) _in.(an) ® above or ❑ below (check one) the highest adacent grade. (Use natural grade, N available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the buildng is _ ft.(m) _in.(cm) above ttre highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platkx m of machinery and/or equipment servicing the building is _ k(m) _I .(cm) ❑ above or ❑ below (check one the highest adacent grade. use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the cor nm unitys floodplain management ordnance? ❑ Yes ❑ No ❑ Unknown. The l W 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 comrmnity- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E ere oonecf to the best of my knowledge, PROPERTY 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 cormmunitys floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) 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 oertify elevatioi information. (Indcate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E fox a buildng located in Zone A (without a FEMA4ssued or co m unitymissued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided fox community floodplain management purposes. G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ct tine building is: _ _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the buildng site is: _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Cj Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FCIRNISHED) LOT 13, MAIGNOL!h PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 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). TRACT "E" MAINTENANCE & ACCESS 60.00' S89'31'41 "E .yqA 10' SCREEN WALL EASEMENT ---------------------------in- N LOT 13 1 W O QT 9.2. ONE STORY DO CONCRETE BLOCK LOT 1 Z to N RESIDENCE i. FINISH FLOOR .- ELEVATION=41.50 O #170 MAGNOLA PARK TRAIL Z a0 COVERED EN TRY i0 6.3, i, 5.0' 'L S9� - 5.0' O 00 O N trj o� 0 — �9 N 5.0' LOT 14 ,' = 30' 1 GRA�PHI �SC� ALE^ 0 15 30 ..3' G W: 1 ,CONCRETE.: —,DRIVEWAY,, » ------------------- WALK 10' UTILITY EASEMENT WALK IS 1.0' OFF '16.0'.:"� 1.0' OFF 60.00' rI� IN JysW $; 1 300.39' PT S89'31V1"E 953.24 — - V— - PC MAGNOLIA PARK TRAIL CENTERLINE OF TRACT "A" RIGHT OF WAY 50' RIGHT OF WAY CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. — . — . — . — BUILDING SETBACK LINE FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE - - CENTERLINE LB #4671 (9/22/03) SET/FOUND ON 9-22-03, UNLESS OTHERWISE RIGHT OF WAY LINE EXISTING ELEVATION O SET 1/2" IRON ROD AND CAP LB #6393 (9/22/03) SHOWN. _91,14 CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE CONCRETE L� DENOTES DELTA ANGLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LB LS LAND SURVEYING BUSINESS L DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH MAY PRM LAND SURVEYOR PERMANENT REFERENCE MONUMENT C.B. PC DENOTES CHORD BEARING DENOTES POINT OF CURVATURE AFFECT THE TITLE OR USE OF THE LAND. PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION (P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN (M) FND MEASURED FOUND PT TYP DENOTES POINT OF TANGENCY TYPICAL LOCATED EXCEPT AS SHOWN. C/W CONCRETE WALK A/C AIR CONDITIONER 5/W SIDEWALK COW CONCRETE BLOCK WALL 5. NOT VALID WITHOUT THE SIGNATURE AND THE C CS CONCRETE PAD CONCRETE SLAB RP OHU RADIUS POINT OVERHEAD UTILITY LINE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED C CHORD LENGTH ID IDENTIFICATION SURVEYOR AND MAPPER. RK PARKER RADIUS KALON PC POINT ON LINE POINT OF COMPOUND CURVE POC POINT OF CURVE 1 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 BOTH ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN & ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 13 AS (FIELD DATE:) 5/14/03 SCALE: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM40442 DRAWN BY: REVISED: FINAL 9-22-03 CKB FORMBOARO 5-30-03 CKB 11FLOOR LEVATION 5-7-03 JML AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. ILJILA ' L JIV •r I WILLIAM R. MUSCA TELCO JR. PSM H{928,DATE IL "-:: h*, ., .. '3wv'Ry �a `i'•.tZ a�"7r'F �� n};� ±3�c 1�r�� :�� .�) '. e CITY OF SANFORD PERMIT APPLICATION Permit # : Job Addrt Descriptie Historic D Zoning: Permit Type: Building Electrical Mechanical ✓ Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of PS Addition/Alteration Change of Service Temporary Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W ter 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 (ht:lter than %) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: �� _jtY) Phone: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: License Number . D Pk n 191Q pCWO 32448 40,7 s,96,3ect Phone. Fax: Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has comn-rcnced prior u, the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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 d ne in construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO ENC TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FiNANCIN CONS ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional re this county, and there may be additional permits required from other governmental Acceptance of permit is verification that I Nell notify the owner of the property Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Flonda Date Owner/Agent is, Personall, -�noN�n to Me or Produced ID AI1111-K Al ION APPROVED BY: Bido _ Zoning: :Ir nia &Date; �accia! Conditions: anee with all apphcabk: iavls rq. 'wating r MAY RESULT fN YOUR 1 J,1'11JG ITH YOUR LENDER OR AN Tie found in the public records of state agencies, of federal agencies. 713. ,Si6awreofConnclor/Agent_, -"".. Date. k6aCt Q OeA o � s� P t Contractor Agent's me Signature of Noh'-Slatc of Flonda D e Contractor/Ace-.::; Ve"_ Personal,, Known to Me or Produce.'.. (Initial & Dale) Initial fi Date—� RINDA C. TURNER ,.X �: -row-eatuiMlssioNrr��2as ----- w EXPIRES: June 14, 2007 BmM Thar Hoary Pubk Underwrften -06-203 7 : 09AM H ROM M41i!S a-Y ✓/..-•1 .. .,r.�f,Y!v1Y,11./'r Y:I N....•,�r SI .��. �'.... ,`,., .....,. ...��. ":.: •-. CI-rY OF SANFORD PERMIT APPLICATION Permit p : Date. Job Address 1 —7d KtO��i'Y� DC$Cription of Work: A'Y` t C G. 1 jt�►u{orl� pia{rlctl ?.taalt�y: Value of work: i Permit Typci Building_ Electrical . V/ Mechanical Plumbing __ Firc Spnnkler/Alarm Pool Electrical: New Service — p of AMPS 150 Addition/Alteration Change of Service Tempot8fy Pole _ Mechanical: Residential ; Non -Residential Replacement New (Duct Layout & Energy a1c. Required) Plumbing! New Commercial. A of Fixtures # of Water & Sewer Lines # of Gas lines _ Plumbing/New Residential: # of Water Closets Plumblag Repair — Residential or Commercial Occupancy Type- Residential l" Commercial Industrial Total Square Footage: _ Construction Type, # of Stories: tS of Dwelling Units: _ flood Zone: • (FEtsfA form required for other than X) Parcel a Owns-ra i` Contractor (Name ea nvvraw . Phone & Fax: YU-7. ,4 N 2.7 y/6 hate Liecnse Numher UU ) '�5 a� 1 Contact Person Mu,.� t e Phone: Donding company Addrac .. — Morigage Lender. — - Addrrll: ArchitcedEngineer'. AdJrtss: Phone Fax Application is hereby made to obtain a permit lu do the work and installations as indicated. I certify that no wink or installation has conunenced prior to the issuance of a permit and that all work will be porformod to meet Standards of all laws regulating construction in this jurisdiction. I vndentanJ that : scparete permit must be secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS. HEATERS, TANKS, and AIR CONDITIONERS, cte. g\VSER'S AFFiDAy 1T: I certify that all or the foregoing information is accurate and that all wwk will be done in compliance with all applicable laws t•cguianng consvuction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFsN'f MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCD40, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE RkiCORDRJO YOUR NOTICE OF COMMENCEMENT NOTICE: in a4ditiom in she rcquircments of thin permit, there tray he additional restrictions applicable to this property that rtuy be found in the public rc;:otds of this county, and there may be additional permits required form other governmental cnnoca such a$ water management distnets, state agencies, or federal agencies. Acceptance, of permit is veriricution ih�i I will notify the owner of Iht property of the requutmen f n0ri Law, 7 113 Signature of Ownci Agent Date Signaturt of Contnetor/Agent Dart 0�a I V-i-y) , ._. Ck P S Print Owncr/Agent's Name Print CuntraciortAgcnt's h'amt ) Signature of NuUtry.jrar of Flnnda f)alc $iGnat re of Nviai tt n! r!onu� v' t) :c �)wn�r/n Q�M ie .._ Ye�iunPlty Known lu Mel tat (,bntraelnf/A �CnI t> _�Yrr:nn;}Jv Known W Mr P YruJuCttt Ir1 ...__ Prnduc rd II> ._. ..._ APPLI� A!10\ AIIYROV 1,I) Ily illdl (Initial d: I)aro) (Im iai a: Dwc).. ilnaw� a I)alc) (Uwual S Ua"c eararanaraa�raa,rq #p "4° ,MARIE A. ZETTLEMOYER MY COMMISSION # CC 855100 ��DrSti�P� FXPIRE:S:Jul 15.2003 7-80P3NO;uF, =is. Notary St^A e & 13ontAng Co. a...am:.. '�:.+.4nw.. V .5 ( J—q- ( Ifell is11111oil 11all a11111all 1sall ofIts aall noff 11m1tool THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYMNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04761 PG 0402 CLERK'S # 2003062467 RECORDED 04/15/2003 10r 027 AN RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT (Prepare in duplicate) CERTIFIED COPy MARYANNE MOFW ,, CLERK OF CIRCUIT COU" INOL N FLOWN j. Pi T rt pRir APR 1 5 2�0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Descript*inty, roperty: Lots) 4agnolia Park Phase Plat Book , Page(s) Public Records of SeminolFlorida 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 #: Cr Contractor: D.R. Horton, Inc. Phone #: Fax #: r 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 designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Ho on, I 0 by: o awson, is ant ecretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of r� ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a I3eaware Corporati , on e a o the corporation. He/She is personally Gown to me. Notary Public, State and County Aforesaid A—RY SliAL PATRICIA COULTON NOTARY PUBLIC STATF.OF FLORIDA COMMISSION NO. DD134330 MY COMMY-71!0n1 I-Yn 1ULY 26,2006 Notary Seal e -emu- i Wy5 u:.-) i t-N r KI.JI" I CITY OFSANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Vy� Date:4C%r The undersigned hereby applies fqr a permit to install the following electrical: owner's Name: Address of Job: Electrical Contractor o�b ( Residential: Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. 00, . cant's Si re $fate License Number M/25/2803 15:31 407-850-6871 SIQNATJRE POIS PACE 01 c!f T OR $WPM PIMMIT AITUCATiOK Pormh o :Qf Daq• JN AAdraN: i W L DeoeMptNe d WoHtt l 3•CSC) L'i'�t. ._r�___ Nkm% Diewlet: toeing: Vain of WoMu =. Q-- Permit Typ.t BuNitA 6l+orr{cgl Machat}al PIUA*ittS _ - Ffi a Sgi ItIWAUltm zleetNeRL New Service — 0 of AMPS _ _AdditioNAlwntlon (fir of a re�poe�y Pole Mwheelalr ResblestHU Nea.Reddrpdal Rapleaatent Now (Dtwt LaYWA &.Pmv MO. Reties) PIwwMRS! Nov COMMOrelttls 0 ofPbMM 0 of Water t Sower Liave,.N crow Lieu Pletltb wNew Ruldatw: a of Wolof ciooele^_ Phabttq R*pW— Ruidndo) or Cetr MVW 4. �. (MWMMeY Typo Residetstdal OotmneroW LtduMal _ Tou1 Sgearo Reetyw Celleh$d" TYW N of i llwiee: N W DWdIIq Uelte: hoed a -a t (nMA hm n"I red Sir etew taea m Pow M Fi • �Ci� 3 _ _ _ C� 1;3.5� (Aa.dt,...k.rottet.ritpat,e�t � Owae Name • •ddrmse k) 3 Moe#: Cee"oeMr Neese dt Adtker: sU �413J ' cxxz 5 1 r. e AJY Stet* Llaer %nester C f phone • /a:S �' Coeget Fert*e: PMea:. BottAeg cempsay: /'j Addtwe: Mertpp L sed*r: ArshlgatR 4"Oo ; Anew' Appiiesdow U bwrby mods to Obt*}w • pmewdt d 10 des rworlt and !ne>titlaaoas ss lndioawd I M%fy dwt eo water MKINOon bea eaanweosd prior to on isomme ere p*tmtt ad tba all werlt aril be prdterwd to seem staedark of all laws tegpistirlp c xtetntowa in dds jtriadladta. I uadwand stet a egew o ~ VINIS b* *seined &I BLBCMICAL WOM PI NDINQ SIGN% WELLS, POOLS, FURNACES, BOILERS, MMTTM1Ar TAMIiAr ad AIRCONDmONSU, em. 1 owtdb Wt sil stidw 36wSodttp inlbrr+rtian is etxutaoe sed that ail wont wUl >» detw it MIPMeeoe with al! w kw t�dsting ea►ettumdpa tltad t ol�ot�o, WADIM TO OWNER: YOUR FAtuAc TO it13= A NO•rx2 OF COl1a/AIICatIiNT MAY RUM IN kYOUR TAYwo TWXI PM MOROV1114O Ti TO YOUR FROMM. IF YOU MUND TO OWAM POi^WM OONSULT WrM YOUR LENDER OR AN ATTORNEY MMRA 11100RDINO YOM NOTICE OF C0MM.RNCMaWr. 10=+:n additlen w We retwbwrww stab than maybe additlonel raftiedons appNeeble 0 tray ie Nle plt�tle wespde dtb sounb. end dwe way adslie ) perstits ban odwr poauea m al entldee much w or hdersi ttgoaci c ` Awe pesrer veei 1 6 tlN mama O! taw Flops jt the uirmewan of jiea 7I A �� S' Of m t 1 [rite r H w P i ZZ to i3 a1 AeNtt't�17 � TTtnl000n+l;�saN1 P Dt ; S ro c i '2 �° �c ��0 A P Owur/Agent is ZpWoully Knows► to M* or ContrMor/Apmt s o Produced Ip _.-- _ hnduwd ID �ftwwy Known to Me or PPLICA'flVNAPPRGV(jUBY:5v4z `Y_q_+ 1_qz ling:_ Utililks: _PD; (6tidal ♦ Date) (Initial $ Da14) (Intt41 A Usls) (k*41 * Derr Spucisl Comillonr _ POWER OF ATTORNEY STATE OF FLORIDA COUNTY OF ORANGE Known to all men present, J. Michael Malagian, of Signature Pools, does hereby nominate, constitute and appoint 11) a�A tt2rt elf- n e �4-o --v Lz as his attorney in fact for procuring swinuning pool permits t: J.Michael Malagian Before me, the undersigned authority, personally appeared J. Michael Malagian, who is known to me . .f �..m'MM r A3 WC n Cc- 91,57724 a $nCa%'CdPtS3da&V .� 1 �i. l'G`mKedXmatl":�i;xa.:*.yauwsam pus,`.°"' • a; y ;� , ��s•`v'�S'`C� �`ats`.. iv3 3 s n CITY OF SANFORD PEkMIT APPLICATION Permit # :_ Job Address: Description of Historic Distr Zoning: Value of Work: Date: U DL �(` 0—�5 ,0 r , r ti 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 Ca1c. 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) Parcel #: t e-kJ � l ` _ - - - - _ l I Q (Attach Proof foof�Ownership & Legal Description) 5 Owners Name & Address: �J • Q - 4r, ti Tri fi3 �� /'r'>'� 7� �f !/vim /L )9_7 - Contractor Name & Address: E>US , Hsi �qtn Zemt l_'s11 k _ Phone: License Number: } Phone &Fax: 0 (0 Contact Person: f�"�� ii_�- Phone: �� f _p�=_��(� r '- Bonding Company: Address: Mortgage Lender: Address: g T( Architect/Engineer: sneer: L: Phone: Address;,I C J/�-C./<,io," ST ('4t— I Fax: 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. 1 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 repidating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR NAY ING 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 applicab�*\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 yfatel management districts,gte agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldl�lF 9_Z E ]a Zoning: (Initial & Date) Special Conditions: i ire me o I Lien La rt Si a f Contractor/Agent ate erl- int Contractor/Agent' Name /`l gnat ts%Notapt6ND&Ao*GRAVE Date * MY COMMISSION # DD 164280 t EXPIRES: November 12, 2006 Ewded n9r �O 3 rdt6Y/4 gentTh to Me or Produced ID Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) POWER OF ATTORNEY ELECTRICAL PERMITS STATE OF FLORIDA COUNTY OF ORANGE KNOWN to all men present, "Robert M. James, of Bob James Electric does hereby nominate, constitute and appoint PET-de-leje- i-p- ST&V4aT,.;_ ezx5lp , as his attorney in fact for procuring Electrical Permits at: �,� �� (� PA4Z 4 -. 'TP- (Job Address) Robert M. James Before me, the undersigned authority, personally appeared Robert M. James, who is personally known to me. State goo CC 957-7' ' PLOT PLAN DESCRIPTION: (AS FURNISHED) A PARCEL OF LAND LYING AND BEING IN SECTIQN 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 2C SOUTH, RANGE 31 EAST; THENCE N89'31'41"W A DISTANCE OF 490.06 FEET TO THE POINT OF BEGINNING; THENCE S00'28'19"W A DISTANCE OF 115.00 FEET; THENCE N89'31'41"W A DISTANCE OF 60.00 FEET; THENCE NOO'28'19"E A DISTANCE OF 115.00 FEET; THENCE S89'31'41"E A DISTANCE OF 60.00 FEET rO THE POINT OF BEGINNING, CONTAINING 0.16 ACRES t. NOTE: TRACT "E" POINT OF WE DO NOT ACCEPT RESPONSIBILITY FOR MAINTENANCE & ACCESS COMMENCEMENT ANY ERRORS THAT MAY OCCUR FROM THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE USE OF THE UNRECORDED / PROPOSED 60,00' NONTHEAST 1/4 OF SECTION PLAT THIS PLOT PLAN IS BASED ON. 110 18-20-31 S89�31 41 E N69'31'41"W 7, �--------- 13, X 30, {' 5.0' 13,3' SOVEREO' . .0\)- POINT OF 2s.0 BEGINNING 9.2 PROPOSED C)) CA . 0 216Y FINISHED 0 t` NISHED FLOOR: PROPOSED o 00 9 ELEVARON.41.69 is 00 o PROPOSEDLOT 12 n 'V asuo' o ENTRANCE 1_ Q L O T 1 4 1p' >e 30' 2' 8.3' 1, .N � 1 SCALE '0.7' 0 15 3G 0 m .u' 5.0' 7OT21VE --------------------- \° \0 �• 10' UTILITY EASEMENT }q�� N89'31'41 "W 60.00' r; pIN AlA zs2.e5' I Too.39' _ PT V -"-" PC MAGNOLIA' -PA K TRAIL CENTERLINE OF Rip`1 WAY TRACT "A" OF PROPOSED MAGNOLIA PARK CITY OF . 50' RIGHT of WAY BUILDING SETBACKS FRONT: 25' REAR: 2C' SIDE; 5' CORNER: 15' 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 PROPOSFO HOUSE. REFER TO HOUSE PLAN ANO 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 BOTH ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN do ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 1.3 AS BEING S89'31'4.1"E PER PLAT. (. IELD DATE:) REVISED: _ SCALE: I" v 30 FEET-��__�� APPROVED BY: SJ - JOB N0. ASM40442 LEVATION 5-7-03 JML DRAWN BY: _„- --___—.._, ,OT PLAN -1 -0S JML LOT T '3 CONTAINS 6900 SOUARE FEET t hTHIS STRUCTURE CONTAINS 2578 SOUARE FEET 3 TOTAL CONCRETE 718 SO. FT. t TOTAL $OD 3604 SO. FT, t LEGEND -- -- --- -- BUILDING SCIBACK LINE MLW MINIMUM LOT WIDIH - -----'--"—•- CENTEALINE POB POINT ON DOUNDARY ------•--- -- — —••--- RIGHT OF WAI L-NE POL POINT ON LINE POINT Or COMP UND CLIk VA iLIRE x.2x PROPOSED ELEVATION -C POC POINT ON CURVE l�yY =� PROPOSED C-RAINACE F',OW OR PD OFrIUAL RECORD PLANNED DEVELOPMF.NI CONCRETE G DENOTES DLLTA ANGLE L DENOTES ARC !.ENGTH LB LAND SURVEYINC DUSRJESS C.D. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE I"M PERMANENT DEFERENCE MCNVUMCNT PI D:NOtES POINT OF INIERSECTION PCP PERMANFNT _UNIROL POINT PAC OCNOTES POINT OF REVERSE CURVATURE (P; PER PLAT PT DENOTES POINT OF TANGENCY (M) ME AS'VRFD TYP TYPICAL ,.CALC) CALCULATED A/C AIR CO'JDITIONER FND rf)/ND CBW CONCREIC KOCK WALL !W CJNCRETE WALK RP RADIUS PORT S/W SIUEWkiK R RADIUS CP :ONC KIr. PAD CS CONCRETF SLAB PU PLAT BOOK C CHORD LENGTH I+AGES R/W RICHI-d--WAY NC NATURAL GRADE ORB Orr1CIAL RECURDS BOW( SO rT SQUARE rEET 32601- (407) 426-7979 I. THE SURVEYOR HAS NOT A8STRACTEO THE LAND SHOWN HEREON FOR EASEMENT$, 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 VALID WITHOUT THE SIGNAIURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. fOR IHE EMORY E:. CO . PSM N4403 DATE SCREEN DATA: NO SCREEN SCALE: 1•- s' + CITY r r LOCATION MAP Magnolia Park it Industrial Area i :t S. Sanford Sanford Ave. - -------.-._---- Ave. .6 °o 1 S.R. 422 0Fr L< --- ---- ---- - `\ r y ,i *1792 J O P BY PREPARED FGR �1�� ADDRES Jeff & Lisa Reuscher V�, POOLS, INC. 170 Magnolia Pk. Tr i t LO LO r ----- SPECIFICATIONS ------► POOL DIMENSION . J Size _ 13 _.-_.. X _ 30 Depth--* X .- � hater Surface area: _3.N8 ..__ Sq. Ft. Perimeter 79_.-__ Sq.Ft. Filter- Type AC._FAR-* CART, Size_ --_._-- Pump- Type _PAC_ FAR_--_-_._._- Size Return Inlets_ No, TI3I3EE._-__ Skimmer No. Heater Type h0B.T-u. NO.. _ Gas Line and / or Tank INst.ailation and hook-up is the responsibility of the Buyer. Chlorinator- Type IN LINE ---- Other Plumbing PLUMB-FQB .C-LEAN .' STt 13__.LP AT_ E_t UiPMENT Perimeter Fence by Oth 17 LF of Safety Fence by Signature CITY PREPARED BY SANFORD, FL BYRON MADDOX 32773 Water Line Tile- Type CERASt[C; Color Step Edge- Tile Type Color Color Coping- Type -CA.NTiLE11E1-__.----__.; Color Diving Board NOSize N1A___- Color N1A- _ Grab Rails & Recessed Steps NQ__-; Hand Rail _1YQ`___ Love Seat - Size Additional Seat, L. Underwater Light YES; Lens Automatic 'rime Clock Health Spa:Q- -- --' - - - ------ --- ------ Therapy Jets Jets No. SiQ; Air Booster Pump Seat Edge Tile -ND-------; -_____; Top Dam Wall SpaLight _IYO__------------------------- --- Brick Paver Deck:Sq. Grey, Broom Finish Deck _YES__; Sq. Ft. Deck Pilaster L. F. NO -----__---; Height__ -_---_- Deck Steps--Q----- --------------- -- ----- Deck - 0 - Drain Color Color Drain Pipe _� L. F.; Footings Control Joint Color Raised Beam NO Retaining Wall _NO --_----------_---___-- ----__-__-- SIGNATURE POOLS toremove on day of excavation: Stumps - No. _NO______; Concrete / Asphalt Sq. Ft. NO - Uprooted Vegetation and Other Debris _NO_--.--_--_-_ Total No. of Loads to Remove Double Dirt Handling QICa__12I1QP, Pump from Street. YES__ BUYER : to have following located, rerouted or removed, as required. Septic Tank Y_ES_-----___.; Gas line Water line __ YES --------__; Sprinklers YES -------- Telephone Line YES; Power line,YE,S. Sewer LineY15_ Access: Right ( J Left ( I Rear [ I Permission over driveway N1A_ ________ ___ Additional Grading NO Est. Cu. Yds. NO Water source Plot Plan Obtained YES ------------ ------------ DIAMOND BBITE_ - INTERIOR FINISH__.__-____,___________.__-__ 17 LF OF CHILD SAFETY FENCE LEGAL: LOT 13.-._-- _--._ _------ BLOCK ------ ------____.....-- -__-.-.- SUBDIVISION: �dAGN UA-PAW.---_--------------..... _------ .-......... - - ----- ------ -- PHONES: HOME: (4-0-T) ' 75-85$ _ ------------ WORK: R8442-827-7138 -------- -- — PLAN & SPECIFICATIONS ___ __-._ . 19 APPROVAL DATED X... ----- -- ...... - -- NOTES t i 1. FOR RESIDENTIAL POOLS UP TO WATER DEPTH OF W-O'. #3 REBAR 12' O.C.E.W. OVER 8'-O'E SPECIAL ENGINEERING REQUIRED AND IS NOT A PART OF THIS DRAWING SPECIFICATIONS. WALL THICKNESS SHALL BE SUCH AS TO PROVIDE CODE COVER OVER REINFORCING. FOR OVER 8'-0', SPECIAL DESIGN REQUIRED. 2. CONCRETE COVER OVER REBARS MUST BE 3500 LB. PER SQUARE INCH AND COMPLY WITH ALL BUILDING CODES. THIS POOL IS NOT DESIGNED FOR POSSIBLE HYDROSTATIC UPLIFT FORCES. THE WATER SHALL NEVER BE REMOVED FROM THE POOL STRUCTURE UNLESS ALL HYDROSTATIC UPLIFT FORCES ARE TOTALLY REMOVED. 3. REINFORCING BARS SHALL BE D-FORM STEEL BARS AND CONFORM TO ASTM-A15-58 T AND A305-58 T. 4. OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER TO COMPLY WITH 424.2.17.1 - 424.2.17.10. ADEQUATE PROTECTION SHALL BE GIVEN AROUND POOL DURING EXCAVATION. 5. ALL PIPING SHALL BE PVC SCHEDULE 40, PIPING SYSTEMS SHALL BE PRESSURE TESTED TO 35 PSI PRIOR TO COVERING PIPES. 6. THE WATER SUPPLY SYSTEM SHALL BE EQUIPPED WITH A BACK FLOW PREVENTOR. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED. 7. THE MAXIMUM VELOCITY IN SUCTION SHALL BE 6 FEET PER SEC. THE MAXIMUM PIPE VELOCITY IN PRESSURE PIPES SHALL BE 10 FEET PER SECOND. B. FLOOR THICKNESS SHALL BE MINIMUM OF 6' WITH CODE REQUIRED COVER OF REINFORCING. FLOOR REINFORCING SHALL BE #3 BARS 2 12' E.W. 9. WHEN THE DISTANCE FROM THE FOOTER TO THE POOL IS CLOSER THAN 1 FOOT MORE THAN THE DEPTH OF THE POOL AN ANGLE OF REPOSE LETTER WILL BE REQUIRED FROM THE ENGINEER. 10. THE QUANTITY OF UNDERWATER LIGHTS, SKIMMERS, WALL INLETS, ETC. MAY VARY. HOWEVER, THERE SHALL BE AT LEAST 1 SKIMMER PER 800 SO. FT. OF POOL SURFACE, 3 WALL RETURN INLETS, AND 2 MAIN DRAINS WITH A HYDROSTATIC RELIEF VALVE, AND ATMOSPHERIC VENT SYSTEM OR VSE. 11. PLACEMENT OF THE FILTRATION AND PUMPING EQUIPMENT SHALL COMPLY WITH ALL LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS. 12. ALL BUILDING, GAS, MECHANICAL, PLUMBING AND ENERGY TO CONFORM TO FBC 101.4 THRU 101.4.12, 2001, ELECTRICAL TO CONFORM TO NEC 1999. 13. THE SOIL BEHIND THE POOL WALL IS AN INTEGRAL PART OF THE STRUCTURE AND MUST NOT BE REMOVED WHEN THE POOL IS FULL OF WATER. 14. SWIM -OUTS AND/DR LADDERS WILL BE REQUIRED IN RESIDENTIAL POOLS AND WHERE DEPTH EXCEEDS 5 FEET OR MORE. 15. ALL GLASS LOCATED WITHIN 5 FEET OF THE POOLS EDGE SHALL BE CONSIDERED A HAZARDOUS LOCATION. GLASS SHALL BE GLAZED OR PASS CPSC 16-CFR, PART 1201 OR COMPARATIVE TESTING. 16. TEMPERATURE AND TIME CONTROL DEVISES SHALL COMPLY WITH E.C. 612.1.ABC.2.3. 17, PRESSURE AND LEAKAGE TESTS WILL BE REQUIRED BEFORE INSPECTION. 18• ALL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH ANS/NSPI-4 1992 AND NSPI-5. 19. AT CONTRACTORS OPTION EITHER DUAL DRAIN VENT SYSTEM. MDX DEBRIS REMOVAL SYSTEM OR VACUUM SUCTION ELIMINATOR, CAN BE USED TO COMPLY WITH FBC 424.2.6.6 12 MAN DRAWS APPROVED SWIMMING POOL AND WADING POOL DUAL MAW DRAIN ATMOSPHERIC VENT ARRANGEMENT COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING CODE mw Y ME// No MAX MAM GRAN I I - TEE TO BE CENTERED BETOM4 DRAMS - MAX DISTANCE TO J wy� 11E SUE % L 1/2' TEE NNT TOE CCHNE.CTM T 1 1/Y wNT PP ( �� YABI SUCION PFMOsm WX U010MATER LOOM OF NNT PIPM 30 PUT 1WL OF IS FEET CANTILEVER EDGE CONCRETE TILE BACK 6' TILE PLASTER FINISH ANSFORFER CIF LOW LTAGE) (MOUNT 8' ABOVE 3L HIGH POINT) 44 CONC. DECK `-1 03 BEAM ROD M/FIBERMESH CONTINUOUS 2' FROM TOP OF BEAM. UNDERWATER LIGHT WITH LOW WATER CUT-OFF 13 REBAR 12' O.C.E.W. CF13R WATER DEPTHS ;Tz_�UP TO 8'-01) STAINLESS STEEL LIGHT NICHE WITH GROUNDING PER N.E.C. 3,000 PSI GUNITE OR SHHOTCRETE 8 28 DAYS WATER CURE FOR 7 DAYS MIN. OF 2' OF CONCRETE COVER OVER ALL REBARS 13R AS REQUIRED BY CODE, WHICHEVER IS GREATER. WALL SECTION N,TS. COPING OR BRICK DECKING MIN. 2' BARSS AALL.L - 6' TILE '.1ri•4• 2 03 BEAN BARS �45' ANGLE CONTINUOUS 2' FROM TOP OF BEAM - 5' SHELL BEi1N BRICK 1 BRICK BEAM FINISH DETAIL NRNL A DOME -W PVC 1EE-ARRANLELDIT tY ADM GRADE PROTECT I E CM ND Or TIE WR I M A t"MAD WIT COWL MODEL !L-101* (OR EWAAL) 10 PREWR M OCKAO[ BY DESIES owa PSESTAIIW om PLOW TER YGR19OE.000AL CONTAMMAIIDL A EASEL SIALL BE PLACED 10 PREVENT TAINFlum R LABEL VEN11 ' POOL SaM DEVISE - Do NOT NANMr t0 MAN DRAMS M TO COLHPLY LM711 AN9/ASNE A 112.1EL AS MANLKACTIAtED BY HAYWARD POOL PROOUCIS, NC OR EQUAL ALLOWABLE FLOW RATES 94ALL BE AS FOLWR& Ma MAX FLOW RATE MIN. PIPE SZE - A NFDUCDL SIU41 BE UM *00f 1EMO TD Com ECT DRAM TO SUCTION LINE .UAOL BEAM O,PF df VDDGTY LESS MAN B FT/:;= DUAL DRAIN AND VENT PIPING IITE ALL METHODS AND MATERIALS SHALL �• �'1•iL'��iF� ANTI -VORTEX rJuaL�=:an1T#�� aRHmi�a 1#H►- Ly�FIIyE�� f31R�i:�:YSiyI- ..CHIzr,:Ie.! 7C.yI- tvmcle•s•1a•n CSEE RESTRICTIVE NOTE) SUCTION DRAIN MAY BE SUBSTITUTED FOR DUAL PORT SKIMMER is' MN. ...... - ...,a... - THE MAX VACUUM WIN ONE ARM+ PUMP PLUGGED AND A BODY TRAPPED ON THE OTHER VALL NOT DICEED 4.5 NCHHES OF MGMURY N 7 SEC. EQNVALENT LENOM OF STRAIGHT PIPE FOR 2 1/2' VARKRF . FUTINCS REDUCER PIPE 92E 1.1 2' (TF REQUIRED) 9Q' ELBOW I SD' 10, 46' ELBOW LD' is COMPLY WITH THE FLORIDA BUILDING CODE SKIMMER VENTS SIDE INSIDE WATER LEVEL MARK T NOTES: 1. PUMP POSITION HAS NO EFFECT OR LIMITATION ON THE VSE 2. PUMP HORSEPOWER HAS NO EFFECT ON THE VSE 3. A VSE IS REQUIRED FOR EACH PUMP PLUMBED TO A MAIN DRAIN 4. THE VSE MUST BE INSTALLED SO THAT THE WATER LEVEL MARK LINES -UP WITH THE POOL': WATER LEVEL, TO ACHIEVE GRAVITY FLOW 5. COUPLINGS WILL REDUCE THE MAXIMUM DISTANCE THE VSE CAN BE FROM MAIN DRAIN (SEE MANUFACTURES RECOMMENDATIONS) #3 REBAR CONTINUOUS AROUND P013L SLOTTED VENT COVER VENTS TOP VENTS UNDER AIR TUBE GRAVITY FLO FROM MAIN DRAIN LINE INNER FLUID PIPE OUTER PIPE SCHEDULE 40 PVC CRITICAL DIMENSION WHERE AIR ENTERS FLUID PIPE AND REMOVES ALL SUCTION VACUUM SUCTION ELIMINATOR A B C D POOL SECTION N.T.S. / INSTALL A DOUBLE -W PVC TEE -ARRANGEMENT MIN. 12' ABOVE GRADE PROTECT THE OPEN END OF THE VENT RLTH A HAYWARD VENT COVER MODEL $P-1019 (OR EQUAL) TO PREVENT PUMP BLOCKAGE BY DEBRIS INSECT INFESTATION OR FILTEP MICROBIOLOGICAL CONTAMINATION. A LABEL SHALL BE PLACED TO PREVENT TAMPERING LABEL VENT: ' POOL SAFETY DENSE - DO NOT HANDLE' TO APPROVED SWIMMING POOL, SPA AND WADING POOL DUAL MAIN DRAIN ATMOSPHERIC VENT- ARRANGEMENT COMPLIANT WITH 424.2.6.6 OF THE FLORIDA: BUILDING COCE MAN DRAIN SUCDON PIPING e ' (SEE MAW DRAIN PIPE 92E CHART)* U 0 0 .; 3 3 5' - Jl t ZJ03 `1 1/2' VENT PIPING \ R ��J •� MDX DEBRIS REMOVAL SYSTEM �� ,� rJ (2001) ►^� IN T. TRAM, P.E• #55359 -AUCTION LINE AZE X I W O o V = ¢ � BD J � n J O 0 n n ¢ ¢ W F F � a Z O i a Z < E LcG w p Z J O lu IL F IL= C p O N O Z W O i CL W ?GK e E. DRAWO tH ate. KLP OATIP JANUARY2002 1CA1.! CAD MAN& SCHAT.DWO JO# @- NOT@- 1 a 1 .EDT. Ut 1 101W KWWE NORSE, CLERK OF CIRCUIT COURT MINGLE COUNTY 8K 05061, PG L 3 79 CLERK'S # 2003159053 WXOM 09/09/2M 93s12:31 PN RECMING FEES 6.09 WXOM BY N Nolden Permit Na Tax Parcel Number NOTICE- OF COMMENCEMENT St I* of Florida Prepared by: Byron Maddox for Signature Pools, Inc. 09f" Caulily:r S,=L4- �nl . ,LC 2318 Homewood Drive Orlando, F132809 The UNDERSIGNED hereby gives notioe than imprrovemvnt will be made to curtain real property, and in acaordanoe with Chapter 713, Fladd& 9b►tates, the foiiowing in%rM&jian is provided in ads Notice of Commencement 1. Description of Property:. Metes & hounds (Lot 1 Magno is Park) Sininol 'onnL- 170 Magnolia Park Trail, Sanford, F132773 (Legal deeariptipn of the proinny, a no area addrena vavenebt!_i 2. Garverat de$oatiption of imprevemeM. INGROUND SWIMMING POOL & _ :SCREEN ENCLOSURE 3. *water infronnation: a. Name and address D. R. Horton * 6210 Hazelton National Drive, Orlando, F132822 b. Interest in property i'-E Si rYA'p LA r a. Name and a ddress of fee simple titleholder ____ JAJ' In oew than owners 4_ CORtMOte . (name anti address) Signature Pools, Inc. OHLM.00, FL 32$08 a. Phone number C4Q71859.8035 Fax number j7)aSO.11 e a 1 S. Surety: a. Name and address - _--,J/ CA" b. Phone number I 1 Falc number ( ) c. Amount of bond; .00 S. Lander. Name and address a. Phcno number I )-- - _- _ -- Fax number( ) T. Persona within the State of Florida designated by Owner upon whom notices or tattler documanis may be served as provided by Section T1:h 13('1}(s)7., Florida Statutes: a. Name and address ?J (4 b. Phone number( ) Fax nuanber ( I 8. In addition to himseif, Owner designafe to receive a copy of the Liertor's Notice as provided in Section 713.13('l)(b), Florida I fetttdes. a. Phone number f t Fax number( 1 9. Expiration data of Notice of Commencement (the expiration date is I year from the date of retarding unless a tiiflfet+6nt darts la specm , .�2rst .---1 / , i� 4"Yyeo% Signeh+re of Owner ` Print Name of Owner STATE OF FLORiI)i4 COUPY; F Affirmed and subs d before me this "day of ier by ��'ii1 i—��^ o is perso HI► kF1 im SEP 9 2003 (type of 10) as Identification. Pa OM04 Na. Cc 067M OW6;� ytwr 1101"ft.6: C£RtIFIED ()Pi �-_-_— MARYANNE MOOSE brio ate of Flo► F"nL Type or Stamp Nerve of Notary CLERK O> CIRCUIT COURT 'otartat scat &MINOLE COUNTY. FLORIDA CITY OF SANFORD PERMIT APPLICATION t Permit No.: Date: Job Address: I / ' Permit Type: Buil4ing Electrical Mechanical Plumbing Fire Alann/Sprinkler 'Description of Work V,0n +r U } Q s F R- Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service 0 of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: ✓Residential _Commercial _ Industrial Total Sq Ftg: 2 _-7Value of Work: S Type of Construction: B LDC-k Flood Zone: Number of Stories: I Number of Dwelling Units: -- — Parcel No.: l8 - 20 3 / —300 — 0020 D2CO (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: '/.fr/ Contractor(, State License Number�5�� Contact Person: ,%Jao Cole D; l �, 2cf6 Phone & Fax Number.'fD� A 5�7- 4/O/ /�aC �57 Title Holder (If other than Owner): OA Address: Bonding Company: /vA Address: Mortgage Lender: N/A Address: Architect/Engineer C> P Phone No.• h' 7 — % ? ` '(-OD '7, � Address: 443 / Aj :Sz 4 T . Y).5 // 7 kLw an to ��pri Fax No.: -40 2 - 77 q - LIZ) 72 Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFMAVI I : I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR ZIPROVEN>EATI'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TI : 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. Accep of permit is i, 3�� Signatbre of Owner Ro A. Print q / gent' NF Signatureof Notary-Sta that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSIONNO. DD134330 Date of Contractor/Agent Date �1/2D B ,ADD Date Print fCon14¢toTiAgent%f Name PATRIc]A COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSIO-N_EXP. ULY 262M LOwner/Agen�t is J Personally Known to Me or Contractor/Agent is /personally Knoum to Me or Produced ID Produced ID APPLICATION APPROVED BY: Date: Special Conditions: . a c 'e�1cck ., ✓- is t o .ram 61e t . CITX OF SA.NFORD B � '�DTNG AIVISION S Fop' �, ENTIAL BUILDING PERMIT SU BMITTAL REQUZREMENT, , boundary and building location surveys showing setbacks 0 1TNvo (2) recent lines for permit for structures (not fences) from all structures toproperty 2 complete sets of construction design drawings drawn to scale, 0 2. Two () Complete sets to include: a. Foundation plan indicating rooter sizes T illbearing eainwalls. Provide side view deta s 0 of these footers with reinforcementreplacement- b. Floor plan indicating interior �vAll partitions and �msimok� detector, O room dimensions, door, window, and/or opening location(s), landings, decks and stairs. Bathroom fixtures and 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) 0 C. Elevations of all exterior waller s Engineering Department oh and south. rntsh floor elevation height P subdivision plat. tIons to be used In the st I ructure. Bearing 0 d, Cross sections foAll W Ixtee or. Show all components f wall section. non -bearing InAnd e Framing plan for floor joists where conventionally framed. Plan to 0 Indicate span, size and species of materials to be used. o f, Engineered truss plan with details of bracing. Engineered beams for spneing openings to carry and support trusses. D g, Stair details with treadd riser r d s and guar stringer size, methods of attachment, placement of 0 h, Square footage table showing footages:( S.F. Garages/Carports S.F. Porch(s)/Entry(s) P atio(s) I S.F. Conditioned structure Z I (0 -7 S.F. Total (Gross Area) Code Forms (Form 600-A-97) 0 3, Three (3) sets of completed Florida Energy 0 4, Soil analysis and/or soil compaction repot If $Oils nested by the Rppeftr to be nstable or if structure to be built on fill, a report y q Building Official or his representative. 0 5. Other Sabmiott l Documents*.' oval hen p+�h1l4!wnter supply and/or sewer system o y letter connection to be made. 1I fl 0 b. Septic tank permit to be obtain- R in Seminole County Health Department att. 400 W Airport JvZanford, FI (407) 66S-3600. p Contact the c. Arbor permit when trees to be r moved from property. City Engineer for details regard ie arbor ordinance and permit. Ilcation to be completed th ghly and signatures provided by a 0 6 A pp licensed and Insured contractor. OWNERBUILAER MUST APPEAR IN PERSONS TO SIGN liceOPLtCAITIN AS R se numbers by A STATE STATUTE 489. Subcontractore 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- tie beadns - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE _ SIGNATURE (Dy Owner r Authorized Agent) Limited Power Of Attorney I hearby name and appoint: Craig Coulton, G each agents of D.R. Horton Inc. I To be my lawful attorney in fact to act for me and apply to The Building Department of: The City of Sanford For a residential permit for work to be performed at: Lot # . Subdivision: Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number r r �"j ... .. Signature of Contractor This foregoing instrument was acknowledged before me this tY .1, day of Aa,003 By Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of County O I Ali NCTA PATRICIA COULTON NOTARY PUBLIC STATE OF Fl,ORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26 Notary Seal *APF-x PERST C OT7,TRQl.. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name �.�• ClU�1�� "�'Di'� Address3� Cite/State/Zip Wt.�011 32Z� Phone & Email INSTALLATION ADDRESS: Le) ( --'> SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: — . MMt Quarterly Payment Amount.. (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. • �! IL u! s a Name Address City/State/Zip Phone & Email 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 GO VEF N .TRE RELATIONSHIP OF THE PARTIES. j :apex Representative Signature Date Customer 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 Statlons for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and a. 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 Sentricon Pretreatment Plan may maintatned for the LIFETIME of the identified property subject to the terms and conditions of this agreement for er quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each 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 area(s) 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 and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under the area(s) batted. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex In areas where any of the conditions described in'thls Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex for negligence, 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. I SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it Is the responsibility of all family members, visitors, essary guests, and/or other temporaryanent occupants to consult it to notify Apex In writing not lesscian thinitwoc(2) days priorng any affects the totreatment regarding Any allergy nt may have and erns is their responsibility senslttvlry concerning odors, dust, pollen, respiratory Illness, or other condition that maybe activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS tands that the general terms and conditions are hereby made part of this contract an By specific reference hereto, the Customer unders appiy without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All componen s of the Sentrlcon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the e, or modify the components In any way, other than the right to their use as Components, and the Purchaser may not alter, remov Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relation ship (note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite infestations of certain structures. In such event Apex of be Able to offer f er a different (Parties) form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customagree 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 to the Customer an amount equal to the fee paid for services not yet received, and; (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) Identified 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 location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may Vold 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. are while performing any work hereunder Inp avoidance of damaging any part DAMAGE RELATED TO SERVICE Apex will exercise due c of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located It Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex ma, without notice, terminate this Agreement and pursue Ali other available remedies, which shall be cumulative, and (2) Interest shall accrue a the highest rate allowed by law during the period of any delinquency, and (3) Customer Agrees to pay all costs and attorneys fees Incurred b 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 i held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force an effect. CHANGE IN LAW. In the event of it change In applicable law As It pertains to the services promised herein, Apex reserved the right revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfillir Its responsibilities under the terms of this Agreement by Any reason of delays in transportation, shortages of fuellor materials, sttik( embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apc Apex disclaims Any liability for special, incidental, or consequential damages. This Agreement does not cover And Apex will not responsible for; (1)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alteratior (3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have be repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereund Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all 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 seq. I proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida At the offices of Apex or designee. The arbitrator will have the complete power to determine ail Issues of fact and taw, and any determination of the arbitrators be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual ba 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 parties ; no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thlrty-six) months from the Initial date of installation, terminate this Agreement and relleved of any liability hereunder If Apex determines, in Its sole discretion, that it Is unable to prevent or stop further damage to Prop. 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 writin The Apex Corporate Office. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the Identi Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the Inspection was reque by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After Initial 12 (twelve) month period, Customer may transfer or Assign this Agreement with a M transfer fee payable to Apex withi (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 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221.2847 800-929-2847 888-764.2847 877-459-2847 04/07/2003 21:35 I 9042395950 BRISKEY AND sCC) PAGE m % r- m < a2 to p a+E¥ u 1 \ < a 2 a , p 4A km m �ƒ �$�Vk < 7 7 %A p ■ �n � �■ �%�o � a$ w� @ \ I \ p E �f an 03- Q \� °°m ® § 7 $] aoo o to $ �I o �p n o— — TI 3 of 44gg § 7�M� _ a g7 o vw < P 4 'MIt � Q. � 4+ p � 5 vi 7 . � tA � < 0� PLOT PLAN DESCRIPTION: (AS FURNISHED) 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 NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST; THENCE N89'31'41"W A DISTANCE OF 490.06 FEET TO THE POINT OF BEGINNING; THENCE SOO'28'19"W A DISTANCE OF 115.00 FEET; THENCE N89'31'41"W A DISTANCE OF 60.00 FEET; THENCE NOO'28'19"E A DISTANCE OF 115.00 FEET; THENCE S89'31'41"E A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.16 ACRES t. POINT OF & NOTE: TRACT "E" COMMENCEMENT WE DO NOT ACCEPT RESPONSIBILITY FOR MAINTENANCE & ACCESS *4 ANY ERRORS THAT MAY OCCUR FROM THE NORTEAST CORNER1/4 OF TH rHE NORTHHWEST HE USE OF THE UNRECORDED / PROPOSED 6000' NORTHEAST 1/4 OF SECTION PLAT THIS PLOT PLAN IS BASED ON. , 18-20-31 ' S89'31'41 "E ° _________L'___"� N89'31'41"W 5.0' 10' SCREEN WALL EASEMENT ________________________ _L_OT 136RAINATGE TYPE I _.PROPOSED Np OINT OF -- 5.0• BEGINNING t33•,CO.RGHvEREN zzo' O •�P'! � � �.. IyJ ..:.9.2' 50.00' PROPOSED _....... -_.. ._.. _ --"" 43- PROPOSED 00 2162 .- FIn"SHE LOOR 6 ELEVA ON=47.30 0 0 0000 O PROPOSED Eo LOT 12 o 6s.00' u; O .— L 0 T 14 .� co ENTRANCE 1., = 30' O GRAPHIC SCALE o. T 0 15 30 pry 7 0' � I 20 5.0' 1 t' ..-DRIVE • -' JJ / 1 U99 ------------ - �- ,�' 10' UTILITY EASEMENT � O Id PT J\ BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' N89'31'41 "W 60.00' NI YI SIN I V 652.85' � 300.39' _ S89'_31'41"E 953.24 Z/�l PC ARK TRAIL CENTERLINE OF MAGNOLIA P RIGHT OF WAY TRACT "A" OF PROPOSED MAGNOLIA PARK 50' RIGHT OF WAY LOT 13 CONTAINS 6900 SQUARE FEET t THIS STRUCTURE CONTAINS 2578 SOVARE FEET t TOTAL CONCRETE 718 SO. FT. t TOTAL SOD 3604 SO, FT, t LEGEND - - BUILDING SETBACK LINE MLW ------------ CENTERLINE FOR PREPARED FOR: RIGHT of WAY LINE PC PCC D.R. HORTON %%%%% PROPOSED ELEVATION FOG PROPOSED DRAINAGE FLOW OR vu 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE ° PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS L C B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC (P) PER PLAT PT IS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (M) MEASURED TYP ILY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (CALC) CALCULATED A/C E PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION FND FOUND cew iT FOR CONSTRUCTION. C/W 5/W CONCRETE WALK SIDEWALK RP R L BUILDING SET BACK LINES SHOWN HEREON IS PER DATA CP CONCRETE PAD CS RNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES PB PLAT BOOK C ILY. THIS IS NOT A SURVEY PGS PAGES QUF R/W OR" so FSARELELT°E THIS IS A PLOT PLAN ONLY 1 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 BOTH ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN & ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 13 AS BEING S89'31'41"E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM -- AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L5p6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 MINIMUM LOT VADIH POINT ON BOUNDARY PGiNT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELIA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 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 VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM40442 DRAWN BY: 'LOT PLAN 3-12-03 FOR 03 TFTE FIRM N K. BELL PSM y4 24 DATE FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2162. Builder: DR. HORTON Address: 1 `7U 01 Jt Permitting Office: City, State: Permit Number: Owner: 7J.Q , N 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: 48.0 kBtu /hr 3. Number of units, if multi -family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (H=) 2161 ft= c. N/A 7. Glass area & type _ _ a. Clear - single pane 399.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SVbC - single pane 0.0 ftz _ HSPF: 8.30 , d. Tint/other SHGC - double pane 0.0 ftz b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 252.0(p) ft _ c. N/A _ b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, lnt Insul, Exterior R=4.2, 1755.2 ftz _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 242.0 W b. N/A _ c. N/A 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, 2227.0 112 _ 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: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.18 Total as -built points: 31776 PASS Total base points: 32003 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:� DATE: 03 0z I hereby certify that this building, as designed, is in compliance with the FI ri a Energy C OWNER/AGFT -- DATE:, S' Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: rsion: FLRCSB v3.2) FORM .600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2161.0 25.78 10027.9 Single, Clear E 1.0 7.0 28.0 59.31 0.98 1633.0 Single, Clear SE 1.0 7.0 14.0 56.64 0.99 781.1 Single, Clear NE 1.0 7.0 14.0 43.65 0.99 602.1 Single, Clear N 1.0 5.2 19.0 27.96 0.97 513.3 Single, Clear N 1.0 3.0 12.0 27.96 0.90 303.4 Single, Clear S 15.0 9.0 44.0 44.66 0.51 996.8 Single, Clear W 1.0 6.2 32.0 53.47 0.97 1665.9 r Single, Clear W 1.0 9.0 64.0 53.47 0.99 3402.0 Single, Clear E 1.0 7.0 39.0 59.31 0.98 2274.5 Single, Clear E 6.0 13.0 20.0 59.31 0.76 904.4 Single, Clear E 6.0 15.0 7.0 59.31 0.81 334.5 Single, Clear E 6.0 8.0 4.0 59.31 0.61 143.7 Single, Clear NW 11.0 6.2 16.0 37.74 0.57 343.1 Single, Clear N 10.0 6.2 12.0 27.96 0.66 221.6 Single, Clear N 15.0 8.0 13.0 27.96 0.64 234.3 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear S 1.0 6.2 16.0 44.66 0.95 680.8 Single, Clear S 1.0 5.2 13.0 44.66 0.93 537.4 Single, Clear S 1.0 6.2 16.0 44.66 0.95 680.8 As -Built Total: 399.0 17085.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 242.0 0.70 169.4 Concrete, Int Insul, Exterior 4.2 1755.2 1.16 2036.0 Exterior 1755.2 1.90 3334.9 Frame, Wood, Adjacent 11.0 242.0 0.70 169.4 Base Total: 1997.2 3504.3 As -Built Total: 1997.2 2205.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 28.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2227.0 2.13 4743.5 Under Attic 19.0 2227.0 2.82 X 1.00 6280.1 Base Total: 2227.0 4743.5 1 As -Built Total: 2227.0 6280.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM �600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab Raised Base Total: 252.0(p) -31.8 0.0 0.00 -8013.6 0.0 -8013.6 Slab -On -Grade Edge Insulation 0.0 252.0(p As -Built Total: 252.0 -31.90 -8038.8 -8038.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 2161.0 14.31 30923.9 2161.0 14.31 30923.9 Summer Base Points: 41214.8 Summer As -Built Points: 48485.4 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap X Duct X System X Ratio Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Cooling Points 41214.8 0.4266 17582.2 48485.4 48485.4 1.000 (1.087 x 1.150 x 1.00) 0.262 1.00 1.250 0.262 0.950 0.950 15103.3 15103.3 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM-60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 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 2161.0 5.86 2279.4 Single, Clear E 1.0 7.0 28.0 9.96 1.01 280.7 Single, Clear SE 1.0 7.0 14.0 8.34 1.01 118.5 Single, Clear NE 1.0 7.0 14.0 12.00 1.00 168.0 Single, Clear N 1.0 5.2 19.0 12.32 1.00 233.5 Single, Clear N 1.0 3.0 12.0 12.32 1.00 147.2 Single, Clear S 15.0 9.0 44.0 7.73 2.17 738.1 Single, Clear W 1.0 6.2 32.0 10.74 1.00 344.4 Single, Clear W 1.0 9.0 64.0 10.74 1.00 687.0 Single, Clear E 1.0 7.0 39.0 9.96 1.01 391.0 Single, Clear E 6.0 13.0 20.0 9.96 1.05 209.8 Single, Clear E 6.0 15.0 7.0 9.96 1.04 72.7 Single, Clear E 6.0 8.0 4.0 9.96 1.11 44.4 Single, Clear NW 11.0 6.2 16.0 12.23 0.99 193.7 Single, Clear N 10.0 6.2 12.0 12.32 0.99 145.9 Single, Clear N 15.0 8.0 13.0 12.32 0.99 157.9 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear S 1.0 6.2 16.0 7.73 1.01 124.4 Single, Clear S 1.0 5.2 13.0 7.73 1.02 102.2 Single, Clear S 1.0 6.2 16.0 7.73 1.01 124.4 As -Built Total: 399.0 4455.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 242.0 1.80 435.6 Concrete, Int Insul, Exterior 4.2 1755.2 3.26 5722.0 Exterior 1755.2 2.00 3510.4 Frame, Wood, Adjacent 11.0 242.0 1.80 435.6 Base Total: 1997.2 3946.0 As -Built Total: 1997.2 6157.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 72.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2227.0 0.64 1425.3 Under Attic 19.0 2227.0 0.87 X 1,00 1937.5 Base Total: 2227.0 1425.3 1 As -Built Total: 2227.0 1937.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCS13 v3.2 FORM-60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 252.0(p) -1.9 Raised 0.0 0.00 Base Total: -478.8 0.0 -478.8 Slab -On -Grade Edge Insulation 0.0 252.0(p As -Built Total: 252.0 2.50 630.0 630.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 2161.0 -0.28 -605.1 2161.0 -0.28 -605.1 Winter Base Points: 6638.8 Winter As -Built Points: 12647.8 Total Winter X Points System = Heating Multiplier Points Total X Component Cap X Duct X System X Credit Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) = Heating Points 6638.8 0.6274 4165.2 12647.8 1 12647.8 1.000 (1.078 x 1.160 x 1.00) 0.411 1.00 1.250 0.411 0.950 0.950 6178.4 6178.4 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM-60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I 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 17582 4165 10256 32003 15103 6178 10495 31776 PASS 4 THE STglBo� Ir9l .ii �� 1 • �c0D n WE EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 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/sq.ft. window area; .5 cfrn/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 comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; 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. RA-22 OTHER PRESCRIPTIVE MEASURES Imust 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 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.7 The higher the score, the more efficient the home. l . 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 (ft') 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. Slab-6n-Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, hit Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New a 12. Cooling systems Single family _ a. Central Unit 1 _ 4 _ b. N/A Yes _ 2161 ft' c. N/A 399.0 ft' 13. Heating systems 0.0 ftz _ a. Electric Heat Pump 0.0 ft' _ 0.0 ftz b. N/A R=0.0, 252.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=4.2, 1755.2 ft' R=11.0, 242.0 ft' b. N/A _ c. Conservation credits (HR-Heat recovery, Solar _ DHP-Dedicated heat pump) R=19.0, 2227.0 ft' _ 15. HVAC credits _ (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 48.0 kBtu/hr _ SEER: 13.00 Cap: 48.0 kBtu/hr HSPF: 8.30 Cap: 50.0 gallons _ EF: 0.86 PT, _ 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) �4T1iB sT 13P in this home before final inspection. Otherwise, a new EPL Display Card will be completed �Y ,� 1, < based on installed Code compliant featur . " ` SP Builder Signature: '5Date: Address of New Home. ✓- City/FL Zip: Cp *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTudesignation), your home may gaalify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2162-2163 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: DR. HORTON Notes: MODEL 2162-2163 Design Inf• • Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 47111 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 47111 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 2161 2161 Volume (ft3) 20716 20716 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 242 138 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1600 cfm 0.034 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 34243 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 35013 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 4081 Btuh Total latent equip. load 7673 Btuh Total equipment load 42686 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 Bold/ttalk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.047 cfm/Btuh 82 % C TM 5.0.64 RSR26016 2002 Feb 28 19:34:49 W'IgHtSC>ft Right-SuHe Residential AM E:\Ffles\DR HORTON 2002\216312163.. Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2162-2163 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: (in to. 1 Name of room Entire House LIVING WIC MSTR. BTH 2 Length of exposed wall 252.0 ft 40.0 ft 7.0 ft 11.0 ft 3 Room dimensions 12.0 x 16.0 ft 12.0 x 7.0 ft 13.0 x 11.0 ft 4 Ceiings Condit. Option 9.6 ft heat/cool d 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (W) Htg I Clg OF) Mg Clg (ft') Htg I Clg (ft') Mg Clg 5 Gross a 14B 4.6 2.1 2154 "" "" 376 '"' "" 66 "" "" 103 •». "" Exposed b 13C 3.2 1.2 260 «" ''" 0 '«. "" 0 "" 0 »» '»• walls and c 12C 2.9 1.9 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 37.0 258 9536 "" 56 2070 "" 0 0 "" 19 702 '•« glass doors b 8C 37.0 108 3992 "" 0 0 "" 0 0 "'• 0 0 •"' Heating c 9C 38.7 33 1278 "" 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 22.2 82 "" 1812 13 "" 269 0 "" 0 3 '«' 58 glass doors NE/NW 39.4 201 "" 7919 0 "" 0 0 "" 0 0 0 Cooling E/W 54.4 14 "" 762 14 "" 762 0 0 0 "« 0 SE/SW 51.6 99 •"` 5099 25 "" 1188 0 "•` 0 16 "'• 766 South 30.4 4 "" 113 4 «" 113 0 "" 0 0 "" 0 Horz 0.0 0'«' 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 18 340 229 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 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 1755 8088 3614 320 1475 659 66 303 135 84 389 174 exposed b 13C 3.2 1.2 242 762 283 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 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 2227 3777 4957 192 326 427 84 142 187 143 243 318 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 22A 25.9 0.0 252 6532 0 40 1037 0 7 181 0 11 285 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 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 20.41 6.6 417 8524 27401 56 11451 368 01 0 0 19 3881 125 13 Subtotal loss=6+8..+11+12 ."' 42829 '•" "" (M2 «" "" 627 "•' "" 2007 «" Less external heating »» 0 "'• "•• 0 "" "" 0 "'• •"• 0 »» Less transfer ,»• 0 •«• •••• 0 •«• ».. 0 •••• •••• 0 ••'• 14 Duct loss 10°/ 4283 "" 10°/ 605 «" 10% 63 '«' 109r 201 «" 15 Total loss = 13+14 «•' 47111 "" «" 6657 "'• "" 690 "" '«' 2208 16 Int. gains: People Q 300 6 "" 1800 0 "" 0 0 "» 0 0 «« 0 Appl. Q 1200 2 •'•• 1800 0'». 0 0'». 0 0 «" 0 17 Subtot RSH gain=7+8..+12+16 "" "« 31130 "" '». 3787 «" "« 322 «" •«` 1441 Less external cooling '«• •"• 0 »" '». 0 '•'• 0 "" "" 0 Less transfer "" "'• 0 "" •"' 0 "" 0 '». •••' 0 18 Dud gain 10°/ "" 3113 10 "'• 379 10° "" 32 10° •"` 144 19 Total RSH gain=(17+18)'PLF 1.00 "" 34243 1.00 ."' 4165 1.00 "" 355 1.00 "" 1585 20 Air required (cfm) "" 1600 1600 ."' 226 195 »« 23 17 "" 75 74 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsoft RigMSuite Residential'"' 5.0.64 RSR26016 2002-Feb-28 19:34:49 E:\Files\DR HORTON 2002\2163\2163.rsr Page 1 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2162-2163 8.31.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room MSTR. BR FAMILY FOY/DIN UTIL. 2 Length of exposed wall 46.0 ft 10.0 ft 28.0 ft 7.0 ft 3 Room dimensions 13.0 x 18.0 ft 14.0 x 20.0 ft 18.0 x 14.0 ft 7.0 x 12.0 ft 4 Ceiings Condit. Option 9.4 ft heaUcool 9.4 fti heaVcool 11.0 ft heat/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig (ft) Htg Clg (W) Htg I Clg OF) Htg I Clg OF) Htg Clg 5 Gross a 14B 4.6 2.1 432 "" "" 94 "" "" 264 "" "" 0 .- Exposed b 13C 3.2 1.2 0 "" •«' 0 ",• ••» 44 "» »•• 66 "" •«, walls and c 12C 2.9 1.9 0 "" "" 0 0 0 partitions d 0.0 0.0 0 •••• •••• 0 •••• •••• 0 •••• •••• 0 e 0.0 0.0 0 "" "" 0 "" "" 0 "" 0 ,«, .... f 0.0 0.0 0 »., ,... 0 .... .,» 0 ..» ».. 0 .... 6 Windows and a 1C 37.0 44 1626 "" 0 0 50 1848 "" 0 0 glass doors b 8C 37.0 44 1626 "" 64 2365 "" 0 0 Heating c 9C 38.7 0 0 "" 0 0 "" 20 774 ++ 0 0 �� d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 "" 0 0 "" 0 0 "" 0 0 t 0.0 0 0 "" 0 0 "" 0 0 "" 0 0 "" 7 Windows and North 22.2 4 "" 77 0 "" 0 21 "" 571 0 "" 0 glass doors NE/NW 39.4 76 '��i 2994 64 .... 2522 0 'N. 0 0 �� 0 Cooling E/W 54.4 0 0 0 0 0' 0 0 '+ 0 SE/SW 51.6 8 "" 390 0 0 49 "" 2756 0 " + 0 South 30.4 0 "" 0 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 18 340 229 b 11A 18.9 12.7 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 148 4.6 2.1 344 1587 709 30 138 62 194 894 399 0 0 0 exposed b 13C 3.2 1.2 0 0 0 0 0 0 44 139 51 48 151 56 walls and c 12C 2.9 1.9 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 2.2 234 397 521 280 475 623 316 536 703 84 142 187 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 22A 25.9 0.0 46 1192 0 10 259 0 28 726 0 7 181 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 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 20.4 6.6 88 1799 5781 64 1308 421 701 1431 4601 18 368 118 13 Subtotal loss=6+8..+11+12 "" 8228 «" "" 4546 "" "" 6,W - "" 1183 "« Less external heating ,•« 0 «•• •••• 0 "" •••• 0 •••• ••» 0 "" Less transfer ... 0 »•• ••« 0 - - 0 •»• ••» 0 •»• 14 Duct loss 10 °/ 823 "" 10 °/ 455 - 10 DA 635 '«' 10 °/ 118 15 Total loss = 13+14 - 9050 «•• "" 5001 "" "" 6982 «•, - 1301 •••` 16 Int. gains: People 300 1 "" 300 4 «'� 1200 1 300 0 0 Appl. Q 1200 0 0 0 0 0 .». 0 1 600 17 Subtot RSH gain=7+8..+12+16 "" "" 5569 "" "" 4827 "" "" 5242 "" "" 1191 Less external cooling "» ,•» 0 "" ••» 0 .- - 0 »» ••» 0 Less transfer "" •`•, 0 •••• «•• 0 "" •••• 0 •»• «•• 0 18 Dud gain 10 OA "" 557 10% «" 483 10° 524 10°/ "" 119 19 Total RSH gain=(17+18)'PLF 1.00 "" 6126 1.00 "" 5310 1.00 - 5766 1.00 "" 1310 201 Air required (cfm) "" 307 286 "" 170 248 "" 237 269 "" 44 61 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t� wrr+ghtsoft Right-Sulte ResiderdialTM 5.0.64 RSR26016 2002-Feb-28 19:34:49 ,4M E:tFilestDR HORTON 2002\2163\2163.rsr Page 2 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2162-2163 8.31.01 MANUAL J: 7th Ed. 1 Name of room KITCHEN NOOK BTH3 BDRM2 2 Length of exposed wall 0.0 it 12.0 ft 17.0 ft 27.0 ft 3 Room dimensions 11.0 x 15.0 ft 14.0 x 8.0 ft 10.0 x 7.0 It 12.0 x 13.0 ft 4 Ceiings Condit. Option 9.4 It heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft 1heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft') Htg I CIg (ft2) Htg Clg (ft2) Htg I Clg (ft') Htg CIg 5 Gross a 14B 4.6 2.1 0 "" 113 "" - 160 "" "« 254 "" '«' Exposed b 13C 3.2 1.2 0 '..• '.'• 0 - "" 0 '"" "" 0 - «.. walls and c 12C 2.9 1.9 0 "" "" 0 "" 0 "" "" 0 "" «" partitions d 0.0 0.0 0 "" "" 0 "" "" 0 «" "" 0 e 0.0 0.0 0 "" "" 0 •••• •••• 0 •••• ,••• 0 f 0.0 0.0 0 .,,. .... 0 ..., .... 0 .... .... 0 .... «.. 6 Windows and a 1C 37.0 0 0 '"' 28 1035 "" 0 0 "" 16 591 '•" glass doors b 8C 37.0 0 0 "" 0 0 "" 0 0 +� 0 0 Heating c 9C 38.7 •' 0 0 0 0 13 503 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 22.2 0 "" 0 28 "" 571 13 "" 265 0 "" 0 glass doors NE/NW 39.4 0 "" 0 0 "" 0 0 "" 0 16 "" 630 Cooling E/W 54.4 0 "" 0 0 "" 0 0 "" 0 0 "" 0 SE/SW 51.6 0 "" 0 0 "" 0 0 "" 0 0 "" 0 South 30.4 0 "" 0 0 "" 0 0 "•' 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 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 01 0 01 0 9 Net a 14B 4.6 2.1 0 0 0 85 391 175 147 676 302 238 1096 490 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 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 2.2 165 280 367 112 190 249 70 119 156 156 265 347 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 22A 25.9 0.0 0 0 0 12 311 0 17 441 0 27 700 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 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 20.41 6.6 0 0 01 28 572 184 131 266 85 16 3271 105 13 Subtotal loss=6+8..+11+12 "" 280 "" "" 2499 "" "" 2005 "" "" 2979 "" Less external heating •"• 0 •'•• «'• 0 "" •"' 0 "'• •••' 0 "" Less transfer "" 0 "" "" 0 •••• ,••• 0 •«• «•• 0 "" 14 Duct loss 10 9A 28 "" 10 °/ 250 "" 10°/ 200 "" 10 °/ 298 "" 15 Total loss = 13+14 •"` 308 «" '"" 2749 "" - 2205 "" "'• 3277 16 Int. gains: People @ 300 0 "" 0 0 "" 0 0 "� 0 0 "�� 0 Appl. @ 1200 1 1200 0 0 0« 0 0 0 17 Subtot FISH gain=7+8..+12+16 «" "« 1567 '"" "" 1179 "" "" 81W "" "" 1572 Less external cooling ••,• «« 0 •'•• •••• 0 «" •••• 0 «« •••• 0 Less transfer ,••• «« 0 "" •'-, 0 "" "" 0 «,• •••• 0 18 Duct gain 10 "" 157 10 OA 118 10 - 81 10 -A 157 19 Total RSH gain=(17+18)'PLF 1.00 "" 1724 1.00 "" 1297 1.00 - 890 1.00 "" 1730 20 Air required (cfm) "" 10 81 - 93 61 "" 75 42 "" 1 111 81 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�gl-�tsoftt RigMSuite Residen ial- 5.0.64 RSR26016 2002-Feb-28 19:34:49 .. E:\Files\DR HORTON 2002\2163\2163.rsr Page 3 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2162-2163 8.31.01 NWIVVAL J: /Vr t0. 1 Name of room BDRM3 BTH2 BDRM4 2 Length of exposed wall 12.0 ft 6.0 It 29.0 It 3 Room dimensions 12.0 x 13.0 ft 11.0 x 6.0 it 13.0 x 13.0 it 4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heaVcool 9.4 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Mg I Clg (ft') Htg Clg (ft) Htg Clg (ft') Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 113 "" "" 56 '«' «"' 123 ""' «'• ""' "" Exposed b 13C 3.2 1.2 0 "" •,•, 0 "„ •••, 150 '••' •,,• »» •«• walls and c 12C 2.9 1.9 0 ""' '«' 0 "" "" 0 "`• partitions d 0.0 0.0 0 •«• »» 0 "" '•» 0 ""' •»' •••• •'•' e 0.0 0.0 0 .... .•.. 0 ••.. ..". 0 .... .... •••• .•.• f 0.0 0.0 0 .... ..,. 0 .... .... 0 .... .... ..,. »., 6 Windows and a 1C 37.0 16 591 "" 13 480 ""' 16 591 "** «" glass doors b 8C 37.0 « 0 0 "" 0 0 "" 0 0 "" "" Heating c 9C 38.7 "" 0 0 "« 0 0 "" 0 0'». '•« d0.0 0 """` 0 0 "'" «" e 0.0 0 0 "'"' 0 0""' 0 0'"" f 0.0 « 0 0 "'" 0 0""' 0 0 "" 7 Windows and North 22.2 0 "« 0 0 ""' 0 0 "" 0 '•" glass doors NE/NW 39.4 16 ""' 630 13 «"" 512 16 «"' 630 Cooling E/W 54.4 0 ••'• 0 0 •••• 0 0 ,••• 0 •'•• SE/SW 51.6 0 •••• 0 0 •••• 0 0 •••• 0 •••• South 30.4 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 11A 18.9 12.7 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 97 446 199 43 200 89 107 493 220 exposed b 13C 3.2 1.2 0 0 0 0 0 0 150 473 176 walls and c 12C 2.9 1.9 0 0 0 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 2.2 156 265 347 66 112 147 169 287 376 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 22A 25.9 0.0 12 311 0 6 156 0 29 752 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 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 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 20.4 6.6 16 327 1051 13 266 1 85 16 327 105 13 Subtotal loss=6+8..+11+12 1940 «"' "" 1214 '""' '«' 2922 •`•' ••"` '"" Less external heating '•» 0 »•• ••» 0 - 0 '«. "«• »•• Less transfer »'• 0 ••'" •••• 0 '». 0 "`• ... •»• 14 Dud loss 10 194 '"" 10 OA 121 •.. 10°/ 292 "« o� »•• 15 Total loss = 13+14 "" 2134 "" - 1335 '«' «•' 3215 16 Int. gains: People rQ 300 0 «« 0 0 »» 0 0 "" 0 Appl. @ 1200 0 "« 0 0 '•"' 0 0 •... 0 «« 17 Subtot RSH gain=7+8..+12+16 "" "" 1282 "« '"'• 834 "" "" 1508 "" Less external cooling •»• •»• 0 ••« ••» 0 "" •»• 0 •»• •»• Less transfer "'• «,• 0 •••• ••,• 0 ».. »•• 0 •"• «"• 18 Duct gain 100/ "" 128 100/ "« 83 10°, "" 151 ° "« 19 Total RSH gain=(17+18)•PLF 1.00 «« 1410 1.00 '•'" 917 1.00 »» 1658 "« 1201 Air required (cfm) .•« 72 66 "" 451 43 »« 109 77 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C RigtoSuite Residential TM 5.0.64 RSR26016 2002-Feb-28 19:34:49 1455K E:\Files\DR HORTON 2002\2163\2163.rsr Page 4 RIGHT-! WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2162-2163 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 3274"208 Phone: (407) 831-2885 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 LIVING a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 28.0 2.9 a n w a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 54.4 14.0 0.0 a n s a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 30.4 14.0 10.3 WIC MSTR. BTH a n -se a c n 0 d 1 1 90 1.0 1.0 1.0 4.2 47.4 19.0 2.9 MSTR. BR a n Se a c n 0 d 1 1 90 1.0 1.0 1.0 2.0 47.4 12.0 3.8 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.2 39.4 32.0 0.0 b n nw a c n 0 d 1 1 90 1.0 15.0 1.0 8.0 39.4 44.0 0.0 FAMILY b n ne a c n 0 d 1 1 90 1.0 1.0 1.0 8.0 39.4 64.0 0.0 FOY/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 39.0 4.1 a n sw a c n 0 n 1 1 90 1.0 6.0 8.0 7.0 76.4 7.0 1.8 a n sw a c n 0 n 1 1 90 1.0 6.0 6.0 2.0 76.4 4.0 4.0 c n sw a c n 0 n 1 1 90 1.0 6.0 6.0 7.0 76.4 20.0 10.8 UTIL. KITCHEN NOOK a n e a c n 0 d 1 1 90 1.0 11.0 1.0 5.2 54.4 16.0 16.0 a n se a c n 0 d 1 1 90 1.0 10.0 1.0 5.2 47.4 12.0 12.0 BTH3 c n se a c n 0 d 1 1 90 1.0 15.0 1.0 7.0 47.4 13.0 13.0 wrightsoft Right -Suite ResideMialTM 5.0.84 RSR28016 2002-FW28 19:34:49 /m E:\Files\DR HORTON 2002\2183\2183.rsr Page 1 BDRM2 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.2 39.4 16.0 0.0 BDRM3 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.2 39.4 16.0 0.0 BTH2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 4.2 39.4 13.0 0.0 BDRM4 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.2 39.4 16.0 0.0 wnghtsoft RigttSulte Resider(alTM 5.0.64 RSR26016 2002-Feb-28 19:34:49 )m E:\Files\DR HORTON 200212163\2163.rsr Page 2 3' both duct .o roof [op, /fon A z 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL .AN 3' both duct to roof cop ./fan 4' both dY t to roof Cop NOTE: 1•ELEV'A'-1H6-Si ELEV'8'-1H6-SH ARCHED TOP 2. ELE V'8'3366-SH ARCHED TOW . am .9 o is auumml w_e we E IS-4' wG SQJ r. cats. s 1ST FLOOR 2161 SO. FT. GARAGE 418 SO. FT. ENTRY 34 SO. FT. C. PORCH 154 SO. FT. TOTAL 2767 SO. FT. Must have a nininun clearance of 4 inches around the air hanciler per the State Energy code. All duct has an r=6 insulation value. Rating fl'i" J Q qq- Q 1� y ti v S N m 0 to OU 9 O LLJ Q 0) o nil z n Ltd �i 00 A OU Ob i o } Lu > z o z a w >- a 7 J O 7 Q O= ODD_ JOn00 1, i ENGINEERING PACKAGE )Ak. BUILDER: -D. PROJECT: MODEL/BUILDING: Vafiousl)'11' 5L,(5 a l lob REVISION DATE: cilal(pIU3- CD(Y-) NEW LOAD: CARPENTER CONTRACTORS OF AMERICA, INC. 3900 AVENUE G. N.W. N WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 5D 'tvl%S DeEiC►P �ASM 'rH 1- 199 7. 61"J'A"WO 8JiLniaC COM WD IAgI!o 5aJW FeloA $u1LOIN4 Cool: WrrN A6CE-9 GbH�+�NrfaRY� I o M Ply w 1 p O. vEwc n-f r J�aQ! u&M. 0 ZY-4 5.Q #ZN 10P For. 41 NON, NGEL IML6 5.f. #ZN 70 C,,n 'I iL%AlAJAGCLpl I (`W a a 1f 11 ..Rii; .• Qf r/0MAL 4 'A f? IVAi4ER'._ a Mf?Y ,BE NRI,.F-D 'W1 i S) /!o oR uN iV,�t i /s IL ER DETRI �, _ 3 _+�d -%F- A.JAILS Rxza 1 A,,}}r•;; . Ns -ra 7 3-16d�s�►i1.5 o,�a CU+�cNE-D • ' J vLZ �� •-1 u=3aa* "Ax. MID NORRIS ENGINEERING 112 COLMAN RD. WINTER HAVEN, FL 39000 2WI048 f N I — 11 2•I6d-��. N�� R= 7(of` !•r YL MIM OF -T C , tom.. = 15 P6GCl1.aG��d.�. 13C..OL zlo F16P WEB L3RAC.l-;, SUBSIT-ITTION THIS MrrAll. IS 'f0 DE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTE.-) ) THIS Dl:I'All. IN ONLY APPLICABLE FOR CIIANGING THE SPECIFIED ('Ili NIRIWN ON SINGLE: PLY SEALED DESIGNS TO T-BRACING OR SCAB III(A('ING. ALTERNATIVE: BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM AlITIMATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE HUMAN(; WEII 11E1,1Bla1 SPECIFIED CLB ALTERNATIVE BRACING SI'LE: BRACING T-BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 I-2X4 2X:i Olt 2X4 2 ROWS 2X6 2-2X4 2X1i I ROW 2X4 I -2X6 zX6 2 ROWS 2X6 2-2X4(*) LXII 1 ROW 2X6 1-2X8 [Xtf 2 ROWS 2X6 2-2X6(*) 1'- I IMT AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BE.1`I'L•:I( TIIAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SE AIED DESIGN. (4) CENTEI( SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FAVE OF WED. T-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE A17ACII WITH 16d NAIIS AT 6" O.C. BRAI;E Is A MINIMUM 00% OF WEH MEIMUER LENCI'll SCATS BRACING.: APPLY SCAB(S) TO WIDE FACE: OF WEB. NO MORE THAN (1) SCAB PER FACE:. A'17ACII WITH IOd NAIIS AT 6" O.C. SCAll BRACE 13 A MINIMUM DOZ OF WEII MEMBER LENG'YH THIS DRAWING RULACES DRAWING 579,640 ••VARNING.. TRUSSES REOUIRE EXIRE.NE CARE IN FABRICATING,, HANDLING, SHIPPING.. INSTALLING AND BRACING REFER if, H1B-91 UTANDLING INSTALLING AND BRACING), PUB.ISICD BY iPl (TRUSS TC 1-1. IISI 12L1 CIA SUBS111. AIE INSTITUTE, 583 D'140B RU1 DR. SUfTG 200, MADISON. vl 53719) FOR SAIETY PRACTICES � •RIUR ID PERTIJRHING IIESE FLMICTIONS. UNLESS OTIKRVISE INDICAIED, LIB, OVOID SIIA11. HAVE � ""ti:�/ TC III. PSI DA I I ()() /.3CJ /fl9 -ROPERLY ATTACHED STRUCTURAL PANELS MID MOTION CHORD SHALL RAVE A PROPERLY AIIACHED RIGID �'�y_f0.ilfl� _.l _L CILING.. •IMPORTANT•. FURNISH A COPY OF THIS DESIGN 10 IIIE INSIALLAI1011 CIBnRACIOR / Ib, �* 8C DI_ PSI IIR1J(i 13KCL13SUI3OFi99 ALPIANY ENGINEERED PRODUCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION fkdm THIS BEStGN, Y FAILURE TO BUILD THE TRUSSES IN COhi'ORIIANL'E y11}1 iPli OR FABRICATING, '— E._._ ` . • -4ANDLING, SNIPPING, INSIMUNG AND BRACING OF TRUSSES. DESIGN CONFf)RMS WITH APPLICABLE , R BC I.L PSI 11,16 MI II/hAR :RnvISInNS [K NDS (NATIONAL DESIGN SPECIFICATIONW181p BY 11E AMRICAN ffIEST AND APCR AND P}INC cINNCIRS ARE MADE Fit PI U e06A ASIH A653 W40 GA1V. S1ff1 t3' 6TATEOFXCFj� 1111.1 11. I'11" AS NfIIED. APPLY CIMINIEIIIRS 1O EAEII FACE O' (MUSS AND. 11NIISS HIIEkVISE IIN:AIfD IIN P"ft�, 't!' IIIIS DESIGN. PEISITITIN CUNNEC IIYLS /'iR OIAVINGS 160 A-1 UIC SL"A1 FIN IRIS 0kAVING 1t1OICAll's RID'=V''1 I)I I{ZI ill. ACCEPTANCE Of PULIFESSINA} 1:1Xi1NCERiNG RESPONSIBtLIIY ilk .f LY FIIR lid: TRUSS CNWfX+ENI /�� tip A._. _._.__._.. .. _..._._.. fis IfDESIGN SHOP N. aIE IYIITABLLITY ANp USE Of GTIIlR CfIPONFNI FOR 995 PSARCICLA.AR BUILDING —'•AL....... VShf>`(,IN(1 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Tim Nick Carpenter Contractors 3 900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Tim: This is to confirm our conversation earlier today that a 2x4 utility grade Spruce -Pine -Fir may be used in lieu of a lx4 43 Hem -Fir, for continuous lateral bracing. If we can be of further assistance or if you have any questions, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. Yj) - Walter P. Finn, P.E. Senior Chief Engineer 08/25/1998 10:53 19412943329 CCA PILRM PAGE 02 K7. : ;David''::t��orris EngineeMon, ' ' Etigneriiig an... d Drafting Services ak Exis. • bwpwd w • PamMing • SMw6ftinj in •cam bepign iz.cb Rv.a, wbifer Haven, FL 33880 t Pb m (94#299-1048 29; 4905- ;: TO 'W'8QM 'IT' MA-T. CO is r This' Yatte� is tended to address the issue of defI�ctiola in •roof trusses: X .•ate to fact off' physics;. roof •trusses irsi ailo"d: A dsf4sot up to a specified amount, whild still . mee#ng:defl&cti.on,criteria requirements. "Altliough •ma iv -factors contribute to the amount of deflection. ' it}' a spe�ifc'.russ =design, the difference in deflection amount's• •pf trusses 6ftatni.r. 'different .desiczi conditions' -may pose. an }•„�, aesthetic' ptobl�m' in'• the • ceiling and/or roof plane . • ' ; Oh®' procedure that may minimize the appearance of 'noticeable •� .. f deflectioni .difference would be the installation of• .112" i 141},''APA.CDR'46r OSB) strongbacks staggered throughout thw wrwi •• mf `nonnarn ,. prior to applying any dead Load:: The ply clod 'strobghacke. should be nailed to each truss with ' (8 ), _ 1 b 1 *4i xi ctackecl • throughout the 16" , height of. 'the sttir,ghAc lc'. .In:-Ii.ou bf :plyi000-ttrongbcacks,. 2 x 8 02 South*3la pirxae', st46xigbacks may be iasec] or 2 x 8 #3 S.P. with no • knots or imgarfFeat^iona. j�a the bottom surfaos. The 2 x 8 iLtrongb*ckst :should::be nailed .to . each truss with (3) 16d nails 'into 'eaofi " •Yithar• chojoe' Af• .etr6ngbaoka ahould tic tho truesee .,to'gethtxr. 'arid' provide a; ieore uniform deflection in the area.: of: trans#:ion 'The 'atrongback bratirig material is in addition' tQ iLfiy! permarien • , huildi:ng bracing, spai fi ed by building designer . anal•/or• truaa' . " malltifaeturer, : and' Will not • adversely affect the performance , of L•tae ,ruuc r Ir;imsei. '1�Y a.ity wdy ". If --'you Basis bLnyquestions, plea*e feel Zrec Lo u6iiLmL;L' Bu' . Xk6h&elis: it. dixpentoz Contractors of America, Inc. (813 } 294-• ' IS DavP.,.'. .FI'::: # ' 321.6.E �• • 19422943329 08'-25-98 11 i 01AM ',P002. #04 This Is A Dangerous Condition �— 511euhkg ' 'ro PR>;vl:rrr 'rues FAI LURL•', ANCHOR RESTRAIN THE wtDn. an4.fter — Duckling. LATERAI, BRACINGI CuRlinunl1a 1610161 IrSCIIbq USE METHOD SHOWN AT malnlalns W"11 1. but Q (P) b 0, OR ANOTIIER parmlls Igloo buckilag STRUCTURALLY SOUND of an web mambo I slt ME1'II0D SPECIFIED BY ohs sense Ilona. PROFESSIONAI. ENGINEER —boulomglortoo"@* OR ARCHITECT. 2 ANCHORAGE BY BUILDING DESIGNER (Other anchorage provisions for Other types of walls). r-- Shsa/hlnsy saga (by building nil into Solid slow! •lellralons isles) no, blssreby prevenlinyl D.w:klirg. ANCHORAGE OR RESTHAIN'r OF LATERAL BRACING The drawing, below shows how to restrain the CLI3 (}3) nueded in trusses (dxwg. shores I+XMWLF, TRUSSES as SCISSORS STYLE) when the adjacent trusses have a different configuration (FINK shown here.) The Lateral Brace restraining members are 21L4s8 {,t`•i?•), the ends of which are attached to TOP G BOTTOM chords. The diagonal brace may be attached to the CLB or the web opposite the CLB. Use the some nailing shown in 3A. Alpine Standard drawing 137 shows various types of anchorage or resuailus for continuous lateral bracing. Among them is a case where the nvcb lalcral bracing is anchored by a diagonal brace at 43 degrees from a horizontal plane. A 5 degree deviation is sttuetllrally acceptable. if the deviation is greater dm 5 degrees, a p p H second diagonal brace shall be provided such also make an 'x". 111e CL6 as well as bah ell& of this diagonal brace shall be anchored with 2- 16d common nails. 3 A DOB TRUSSES 'TRUSSES DIAGONAL BRACE RESTRAINT (SCISSO & WITHIN WE UNIT (31A 3B) STYLE) sinuous Issanal bracing. Canlreulon tA++U • / Gulag oLagonsl Uses Ray traysrsa Jaose than 2 trusuad, depanrlLng on truss haighL. shoathLg coSlpreasion web-SIDI or Vertloal, or web aeedlnl bsacin/. Continuous Iatgod Iraca 2wa /1 or st11d yr+c niayunal brace nailed to opposite side of ads {rev Wares movalnenl gold Mr be sapaaled at ry/proalrns 2e 1001 Isle/Vale. Altt►C11 with 12)-164 at each end to rhos and to Sligo of web Continuous laLsral O )i It I MPORT ANT)l V,"LPIIE EN611EERE0 PRODIICTa 'NO WARN I NGI1'O"La "EQUINE EAINENE CAE REF O O != O O SHALL HO1 OE IESPOI6IUt FOR ANY IN iW01-Hai. EREc1ION Ain DEVIA110H FROM THIS DESIGN 00 11115E SPECIFICATIONS, OR ANY eaAC1146. SEE 111a-91 NY IPI, SEE THIS DESIGN iER P DATE 10/06/94 O O O O FAILUK 10 0UILD 101 TRUSS 10 CpFWWAHCE NIIH aSlee NY 1Pi. FOR A131111110NAL SPECIAL PENIWEIII aRACItb RE 71FiGL,y f [� O I= C ALPIM CaFWEGFORS ARE MADE Of 206A 6ALV. Sl1El IE111116 ASIN OUIREMMIS. 11LESS 01M WISE 11nICAIEO. 70P V ilp "7 (L*: DAW 1 T i IEPT AS uOTED, APPLY AIERALLY o pALPIN O q IRISS Ain INL SS O11ERM161 LOCIrI�Er ll$DESIGN, P05111W1 t10 EWI FACE Of L$111A13ED PLISMALL K LNOOD SIEAJIIIJa,�.ODDIIDH Ii1ORD JAR 2 'fir Ft--ENSWLB— COlNELIORS PER DRAWINGS I30, fOa L ISOA-F. DESIGN S/AInAR05 WITH I'MOKILY AIIACILO 8I610 CLIL114 -- 511E 0' I;TA1E O TG l'.DNF0R11 H/APPLICAOLE PHOV161On5 Of IDS L IPI. All ENI EER'S ALPitE IEGM N/IM tP1E t IF/1/9tl too 1F"'fi�OF RUSS SEAL RAN 011 11115 DIIn APPLIES 10 I111 COIIPOHLIII DEPICIED IIEF4 DAYYALL AI4-LICA11011. IIIIiU11til A COPY OF 11116 .� O O O O C=3 cm III OILY. Aull SHALL Ia11 e1 PELIED UPON III Alit a111R NAY. DES101 10 111 IWfS IILCIItr1 LOIIINACIUR. fAL S A--TPI - /INKS PLATE INSIITUIE. 105 - 1901 NAY101W. DESIGO SPECIFICAIIO/1 FOR WOOD CYa510161t011 -- -- PAGE 26 ea Ylea Hepalr ue[al 11115 DRAWING SPECIFIES REPAIRS 1`011 A TRUSS Willi CRACKED VERIICAI. $ DIAGONAL WEDS. (R1) WARNING: T11IS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS OF 2X4 SIZE AND N3 SO. PINE GRADE. IN ADDITION, A 14AXIMUM OF I CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. (B) = DAMAGED AREA. 0" MIN• to 12' MAX. LENGTH OF CRACK IN WEB. (S) = (2) -2X4 SO. PINE 03 SCABS. MINIMUM LENGTH OF SCAB 14UST BE THE GREATER OF: 1. 6B" + LENGTH OF DAMAGED AREA (B). MINIMUM OF 34" ON BOTH SIDES OF THE DAMAGED AREA or 2. 80% OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4' O.C. STAGGERED. REFER TO NAIL. SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. 110d NAILS: DOUBLE ROW STAGGERED) BACK FACE I ' "� I 0 " FRONT FACE 71PI .0 2• �- + -t 0 + 0 + 0 + o jo J 'A o + o + -0 + 0 +_ _.(__.__ NAIL SPACING DETAIL (RI) I1/5/97 ABE UI PLT. TYP.: ALPINE WOODLOC ALPINE HS TRULOX DESIGN CR T TPI Rev 17.2m NOT TO SCALE 0 0 0 C o o WH IMPORTANTURk" E EIG1"'ENED FRwmis. '"' WA(INING'Ru55Es pEDU19E EXTREME CARE TC LL - PSF CRACKED WEB DETA1 SHALL 101 BE RESPONSIBLE FOR UNY IN HANDLING, EHECIION AID nA—,TRUSS DEVIAIIDtN FROM THIS DESIGN DR THESE 6PECIFICA71016. 0R Allf BRACING. SEE NIB-91 BY TP). SEE ►HIS DESIGN ( TC OL —PSF DATE 09/02/94 FAILURE TO BUILD IE TINKS IU CONFOM1AlCF WIFN 05108 01 IPI. F04 410111OWL SPECIAL PIRHANEUI BRACING RE ALPINE COIAECIDRS APE MADE OF 2O6A GALV. StEEL NEEIIIIG ASIR 0109*1IFNIS. tLESS UIERMISE 1HDICAIEO. TOP C%BC DL PSF O11W HC25094073 4446 60 B EMCEPI AS IGIED. APPLY CMECTF/p TO EACH FACE OF UD1D SOUL BE LAIEfALLY BRACED 11I111 PNgPER *� ND• I__lF HIMS AND UNLESS OIIERNISE LOCATED dl TMI8 DESIGN. POS11ION lY AIIACYED PLYWOOD 9fEAIMIY, BOTTOM a1DRD R � BC LL _ � - PSF FL-ENG CL 121L-3COIAECIORS PER ORAWIUGS 130. 130 G 1SOA-F. DESIGN SIAIDARDS WITH PROPEfLY AI IACIIEO RIGID CEILMG -- SEE TOT.LD. PSF C0 FOPM M/APPLICABLE PMV15101N5 OF IDS G 7P1. All EIGIHEER's ALPINE IEMIICAL US'DATE 0/1/9fl FOR PROPER �` STAGE0E-' SEAL Oil PHIS DRAM11G APPLIES 10 TIE COHRI1ENI OEPICIEU HERE tAfHALL APPLICAIIUN. FWM75HI A CDI T OF THIS ,�Dwt. OUR.FAC. SSEONAI III OILY. AID SHALL fDl BE RELIED IDOH IN AIIY OTHER MAY. UE51pN TO THE iR1/55 ERECTION CGIiRACTOR. U L =+ O f_7 O F= A --UPI - TRUSS PLATE INSTITUIE. IDS - 1991 NATIONAL DESIGN SPECIFICA71 1 F COtISTOWTI -- , --, SPACING 24.00 PAGE 50 fOR LOADING, PLATES AND OTHER DATA NOT SHOWN HERE. SEE ALPINE DESIGN DRAWING USED IN CONJUNCTION WITH THIS DETAIL. NOTE: DETAIL FOR BEARING NOT LOCATED DIRECTLY UNDER VERTICAL WEB. (NOTE: THIS DETAIL APPLICABLE FOR LOAD BEARING SUPPORTS ONLY. DISTANCE REQUIREMENTS SHOWN 00 NOT APPLY TO NON LOAD BEARING SUPPORTS, NOTE: THIS DETAIL DOES NOT IMPLY THAT ALL LOADV ARING SUPPORTS REQUIRE A VERTICAL WEB FOR LOAD TRANSFER. REFER TO THE TRUSS ENGINEERING SHEET FOR ALL SPECIFIC DESIGN INFORMATION. CENTER LINE OF VERTICAL WEB. i NOTE: DISTANCE "A" MUST NOT EXCEED THE DEPTH OF THE BOTTOM.CHORD. PLI IYP. iPI-95 Design Criteria: TPi STD ••YAOOINi•• IlOsfff l[tWll 11tItM[ u[ IO iA►lICATIOY. IA�1UI1. SNI/flt8, U11TAllt/f AN /AACIK. IIFS/ 10 116.11 iIAORMS INIIALIIK ANN /1AC1161. FROMM[I IT ir1 11/11611 FLAff INSItiNTt, so, o'011itll OA_- s0119 Iq. NANISOI, Ml 1111►►, f01 SAFIiY 11AC11CC1'1AlO1k 10 fEtfOt"iAi 111111E fNrplOos. MM Oflflglit I111CATIr, to/ CMA11 SNAtt NA$ 016FIAIY AiIACI[o /to*ClNAAL rANILI. NOTION SKAI uAlt MASS A rtNTAfr AITACrt1 /1611 cotter. ••1Nf0ITAIT•• FN/NISM A C0/Y OF 1NIs Oi11fU 10 11t INslattallot Cutla"ION. At IIM1 IM/IMl111A ►rOOMCif. IK. SMALL Not II ISst"s11ti lot AST Iff"T 1OM FAO" INi$ 416190; ANY fAltgt to /NII11 iN iIr11A91 11 114FSANAKt rill If$. as FAOAiCAIIK. NAtNl116. sgll►isi. INSIAttIK AtI /ACIr6 of 1/rllis. iNI1 IEs16M COgf0Atl1 Milk AI/IICAItf ►NOSISIONS OF oof IMATIOMAL 111161 ALPINE I $Pic If 1OILISMf1 19 111 ANISICAN 1041111 Ago FA►11 ►s1oclAlt011 Aio 1?1. Will contcl0A1 AAI Mill OF feu AHII A167 61/1 fur. stiff, IlCfrt Al glltt. a►►LT cotl IAN FACE OF IANIS. AM NItISS 0141119lu loC►Iio ON jail IIS16g. ►oslltog Fla [ctal IO COlply10q lcl OAAIIKi I/1 PI. . 1st ft i. 0s Isis 1/4116 IMMIC►IIS ACCIr1ANCI Of rAOFEISIONA1 INGINHIIN6 A Ipina iulgiticc4cd 1AfoJuaU. Inc. 1[1►OA11I It11Y S/111g fo1 1Nf 1WSS C1"►Orf/i Nt/16N 1WriN. lAf SVIIA111111 Art S$f Of lots Ilwtte.('d , rl. Ilr�d COMr"141 1o1 A41 1AA11fMIAA NOU 11N6 IS Irf ►iS10MlINllltt sw INI rtlltlt6 Ofllsall, ►11 Y Arilltrl l nAA llclllg F C�P� �R "OFF 1 Y:16 fTOM CHORD DEPTH Ha REF RO81--0 DATE 04/17/00 DRW HCUSR081 00108236 HC-ENG /S8 SEQN - 18603 o,F�A4:+ 01111gW 1950 Marley Drive • December 3, 1997 ALPINE ENGINEERED PRODUCTS, INC. Haines City, Florida 33644 • (941) 422-8685 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Dave, As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128" x 3.0" nails for 16d common nails, increase the number of nails by 20%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. The following table lists appropriate nail spacings for the connection of girder plies. SPACING OF 16D COMMON NAILS SPECIFIED IN DESIGN 2" O.C. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Please note that 2-ply girders need to be nailed from one face only. SPACING OF 0.128" X 3.0" PNEUMATIC NAILS 1.7" O.C. 2.5 3.3 4.2 5.0 5.8 6.7 7.5 8.3 9.2 10.0 10.8 11.7 12.5 13.3 Note: The nail spacing of 4" o.c. for web bracing to be the same for 16d common nails and for 0.128" x 3.0" pneumatic nails. Sincerely, AOter. NEERED PRODUCTS, INC. W, P.E. Senior Chief Engineer r ►r SCAR OVERHANG DUH111- - 55 PSF @ 1.33 OUR.FAC. OR 50 PSF @ 1.25 OUR.FAC. 47 PSF @ 1.33 Own.FAC. Oil 37 PSF @ 1.25 OUR.FAC. 2X`l IIAXIi11111 OVERI1A1lrl LENGTH 2XG 11AXIiI1111 OVERIIAIIG LENGTH 2X4 IIAXlrlllll OVER111111f: LEIIGTII 2XG IIRX111011 11VERIIHIIf, LE116111 GRROE 2 PSF 10 PSF GRROE 2 PSF 10 PSF GRADE 2 PSF f0 PSF GRADE 2 PSF SOFFIT 10 PSF SOFFII SOFFIT SOFFIT SOFFIT SOFFIT SOPFiT SOFFIT q2 11 2-0-C 2-0-0 12 11 2-O.J 2-0-e-. 02 11 2-0-c 2-0-u 12 11 a2 2-d-0 2-0-0 12 2.0-0 112 2-0•-0 2-0••1; 112 N2 OII 2-G•T; 2-8-0 12 oil L u••o -0.0-0 N2 DII 2-0•-0 2-8..0 12 fill— 2•„ - 0 .: YI 11 2-0-0 2-0-0 It If 2-0 ii YI if -t1 2-e-Q I 11 2-G'0 2-0-0 rt u-.% 2-0.•J al Z-J-G ;?.J v1112-0 NI DII I O11 2.o-G Q.p..p if Oil 4 J.y L-y'J NI OII �.4j-Q 2 v'-� --- ll. SS Z-pie. Z u•41 �— If. SS Z O-C 2-J-G 11. SS Z-O J Q-J-: I1. SS 5S >_J D �? C!"ci SB Z-U'J 2•:J cG SS 2-J..J ` 011 GG ^ -v`v 2':/-A1 Oil SS 2-J 'y 2-u -o OII SS 2.a •A — i'-il •�: DU SS 2��) J ----�-- THIS SCAB OVERHANG DETAIL MAY BE USED IN CONJUNCTION WITH ALPINE STANDARD DESIGNS IN COMPLIANCE WITH TiIE FOLLOWING BUILDING CODES: ASCE 7.93 AND SBCCI FOR MAX. OF 110 MPH WIND SPEED, 30 FT. MEAN ROOF HEIGHT, WIND MiN. TC DEAD - 5.0 PSF AND BC DEAD LOAD - 5.0 PSF, SEE APPROPRIATE ALPINE DESIGNS FOR LOADING, BLDG. CODE, WiND SPEED, UPLIFT, LUMBER, PLATES AND OTHER DATA NOT SHOWN HERE. NOTE: 2001 ADDITIONAL UPLIFT CONNECTION TO BE ADDED TO THE UPLIFT SPECIFIED ON THE APPROPRIATE ALPINE DESIGN. I ADD SCAB TO ONE FACE OF TOP CHORD WITH 16D (0.128"0.00) GUN NAILS AT 2.0" O.C. STAGGERED. SCAB OVERHANG SIZE TO MATCH THE TOP CHORD SIZE, AND MUST BE OF SOUTHERN PINE THE GRADE BEING EQUAL TO OR BETTER THAN SPECIFIED ON THE ALPINE DESIGN. 1=3 1—"7 f=7 o ra o 0 &:-,3-! �Al_PTN To 0 1� (� RUSS o 1-1 G rr 1.2 _ SCFlQ LENGTH2 TO 12 F5 nil- -- —©I L ) ly TRUSS ef'I1II —_ OVERi-iMIG I_EiJGTII(21OIMhx.) 1RU5SE5 N[UUi1 e, t1111♦tMt 1.Ame In rwony�w, aw. .N ^ 1EFER TO HiO-91 111ANOLiNG INSIALLING AND URACINGI. I'ta1LI51rD by 7P! (TRUSS DESIGII CRIi: TP= uTE 583 O'ONOFRIO OR. SUT1E 260. NADiSON, WI. 53i191 FDA SAFETY PRACTICES F6&INU i19SE FUNCTION§. UNLESS 01HERNISE INDICATEO, TOP CIIOHD SHALL HAVE AND VTNSTALLLAATION CTONTRACTOI. i� �h y � --- 1C 11 rI1FORTANTill FFUURNISH ASCOPY OFT11111i15 DE�SIGtN TO TI 1111�S EERYED PRODUCTS. INC. SHALL NOT BE RLSPONSIBLE FUR ANY DEVIAITON FNON MIS FAILURE TO BUILD THE TRUSSES iN CONF011MANCE Willi TPf; OR FABAiCATING *j AL ��yy iC 0L Ila P: F IPPING. INSTALLING AND BRACING OF TRUSSES. DES1GN CONFORMS Willi APkICABLE #R �O- UC DL .() ATiWU fANOiPpi�yALPINE CPDNENEe1COR5)ON A111E N UE 0206A7 S�TM A663 CAi06ALVA15IEEL 8TA'IEOF 101.LO. SEE wBOVE � — �_ TPO$ ItAt414 LOHNE IOAS�PEAODR WINGS lUlL1TACki FACE Of Z01JENSEF 71 H MISS C PO►1 NI, uN1.fiSS OTHERWISE CATEB SNOiNEERiNB RE �, * 011q P PAUDN S9TDNAL Tiri SUITAOIJTY AHU U6E DF TNll COHPONENT �OR ANY PAgiCU1.AA BUILUg16 .....n.. ..0 e..�, n,�,e ncn,/_„ nCG ♦,.Gti Oi —...x C I`7iNl 1 ----- SI'I1Clllr. 2'I.0" n.-P EF off W114 I I /D r-EHr. V 13 0 P Sr.RO 11.11. Ilk 1 N l 1. fnN�ull ! LIIIS. Si�e.la PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED UPLIFT 155 PLF DRG.LOC (FT): OVER CONTINUOUS SUPPORT UPLIFT BASED ON 10 PSF TOTAL DEAD LORD. [SBC) 111NU SPEED a I10 MPH. MEAN HEIGHT l UP TO 30 FT. ENCLOSED. (RI) 1 FOR VERTICAL LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 NOOOLOC. • SPLICE, PERK JOINT, RHO HEEL JOINT PLATES TO MATCH COMMON TRUSS. ALL CHORD GRADES TO MATCH COMMON TRUSS. GABLE END WILL SUPPORT THE LORD FROM 4'0" OUTLOOKERS WITH 2'0- OVERHANG (DROPPED HEEL GABLE) SPACED 24" O.C., OR THE LOAD FROn 12" PLYWOOD OVERHANG (NOMIIIRL HEEL GABLE). HORIZONTAL VINO LOADS MUST BE TRRHSFEREO INTO THE ROOF AND CEILING OIAPHRRGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DE S I GII, CEILING AND ROOF SHEATHING D I RPHRRGM CONNECTIONS, RHO ALL TRUSS TO HALL CONNECTIONS. ovfa1u11c Gt1Au IIICLUOf5 1 1PNUSSES AI_�/' FASCIA r 1 " - 7/16" MINI►uM APA 1/," _ . _� RA SHEATN1NG 1 •fAOOER III IN - 111 TALIEO Willi LONG 01HEIts 1(III STEPS Y 24" O.C. PERkElI01CULAR TO fits\\ C2XII OR HORDS GREATER MZU p R yL+�RTs. R2 T 2X4 WEBS -- R 18. EFER TO GRADE. SPACING, RHO BRRC I NG 111FORIIRT I ON a 9LT.�.GAE3l.F S11AP•F.;; ES f Itia T L F - - STUD SPACING / BRACING a MAX HUH STUD LEHGTN III TIf BRACE(S) X'I (i) 2X4 (2 > 2X4 ( I ) 2X6 < 2 > 2X6 0.PIHE DEFLEC— NO .1. "L" "LN BRACE BRACE BRACE BRRCE BRRCE TUO CRITERIA tR) <B> (C) (D> PJ�.1JT� L/240 3' 10" 7' 7" 9' to. 12, 3" 111, 0" 2,1 „ L/120 11, 5" 7' 7" 111' 3" 12' 3" f'I' 0" L/2110 11, 1. 9' 2" 10' I I" I'I' 0" 111181 16" L/ 128 5' 6" 9' 3" 12' B" 1'1' 0" 1'1' 0" NOTE : L/248 a STANDARD BUILDING CODE REOUIREnENT FOR BRITTLE FINISH (STUCCO). L/120 n S1191-I0RR0 BUILDING CODE REOUIREIIENT FOR FLEXIBLE FINISH (SIDING). (A) (1) 2X4 13 50. PINE "L" BRACE. RTTRCII III TN 0.128" D1AnETER X 3" NAILS 2" O.C. IN END ZONES; '1" O.C. BETIIEE14 ZONES. (0) ( 2 ) 2X'I 13 SO. PINE "L" BRRCES. AT TRCH EACH III TH 0. 128" DIAMETER X 3" NAILS 3" O.C. 114 ENO ZONES: 6" O.C. BETWEEN ZONES. (C) (1) 2X6 12 N SO. PINE "L" BRACE. ATTACH IIITH 0.128" DIAMETER X 3" NAILS 2" D.C. I END ZONES; 'I" D.C. BETIIEEW ZONES. ( D) (2) 2X6 12 11 SO. PINE "L" BRACES. HYMN EACH 111111 0.128" DIAMETER X 3" NAILS 3" O.C. III ENO 201JES, 6" O.C. BETIIEEH ZONES. CONTINUOUS Gam' -- R3 BEARING I TPI-95 P T TYP - RIP NE **I HPORTANT * ;u"' IJARII I NC"'ul�;�!at:11111181l L w` p o o © cI p :rri`Nu1NL��`u�:aM��ueL;o� O Q O C::3 OlNIA110N LOON IMIS s111Su OC IN11[ SPICl/ICAIISNI. Os ANY IAAC INS, UI NIN•01 IT Ira. sit lull 01016Y O o t= C= taltull is suite 1"1 t■ufa Is taw'"AA,KI main ilia• al Irl. in aeU1lewm. 1r1NaL ILAIW,LNI 01"1" at l� . -• Izz) p ALrImA 96—IC10A1 All b"I sr MA Laos. $PILL A11I11,6 Alin fulataLitio. UNtll# OiNltntal IMOICaits. l01 l= C7n O O A/TS SA a 11"Irl As Ms/oa.. MILT COIw419/1,41 Is tACN TKI aY CNONO SMALL aI tAMALLY "AC11 111114 /OOftA p I I1 NE. LP I 1 1 p INUII AM WAL111 61MIn"lll LICA110 mM lull pill"I691110N LY AIIACN14 /LYu00m WAINIMS. s0110N [Nall. p p '11—c' a rimmoo"Amcs tib If/ a UII•t, "It" "A"A"s w1N raauLY AlIACMAa AT&T* C11LIK •• ILL p 91OV044 N,N►LIC"LI rAIYISIa"S ar Mel 1, Oil. AN INSIMCIa'1 ALr IMs 1191NI9AL W AIC /1 will rsA 1am/Im 0 IRUJS seat IA toot HAMIN6 Af►tits 10 IMP twieut.l Derails$ Most 84154"1. AIrll4allsu. /WNltu a Corr So lugs r' r-, o [= p o IN SKI. Ao0 SMALL IIII at Attila Iron all ANY mines WIT. sta1SN 10 1ne lauts IneCile" CONtaAClsa. 114111111 ►LATI INITITOII. 1101 , 1061 NATIONAL 011111411 1►1CIfiICA1111N fill 1R3 REV f=L-A 9- tl -48 RZ A P REy I z 1�f�196 RI Revls.J AP 11/17/95 f fit CUIsi111NN110N1�ltIlAOLMVl1Yl' REF CABLE DATE 011/17/5S nRW Cr-002 60 PSF 1 .25 FL -EFIf, 1-11it1 n\*\. _JOB: *xCLGxx NOTE:- SEE APPROPRIATE ALPINE DFIAWING FOR LUMBER, PLATES AND OTHER DATA NOT SHOWN HERE. GABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. SEE CHART FDR SPACING OF GABLE STUDS. (++) ** 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. ALL ** GABLE STUDS REQUIRE "T" BRACING, "T' BRACING MUST BE TOENAILED TO GABLE STUD WITH 100 NAILS AT 4" O.C. PLUS A CLUSTER OF 16D TOENAILS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. + PLATE AS REQUUIRED ON APPROIATE ALPINE DRAWING. PLYWOOD SHEATHING TRUSS HAS BEEN DESIGNED FOR 110 MPH WIND SPEED, ENCLOSED BUILDING,. 30.0' MAXIMUM MEAN HEIGHT. STANDARD BUILDING CODE. SIDE 2X4 Alpine, or 24 Woodloc. VIEW or 3X6 Trulox TYPICAL (++) ALTERNATE LOADING: TC LL 20.0 PSF J '�* TC OL 20.0 PSF ** + - BC DL 10.0 PSF TOT.LO 50.0 PSF ** DUR. FAC. 1.25 SPACING 24.0" ** VARIES ++ TRULOX NAILS: 0.1205'X1.375' TRULOX NAILS OR EQUAL. (4)- GABLE STUD SPACING NAILS PER MEMBER ARE REQUIRED ON EACH FACE OF EACH PLY. SEE ks40O. DRWG. 142 FOR TRULOX INFORMATION. 2C• MAX. SEE ABOVE --- SPAN REQUIRED OF GABLE = x=(STUD MUST BE ATTACHED TO 'TOP AND DOT CHORDS ONLY) _ = GABLE STUD SPACING 14AXIMUM LENGTH = = 2X4 50. PINE #3 24" O.C. 3'-11' _ = 2X4 SO. PINE 43 16" O.C. 4'-5" _ 4'-10' _ = 2X4 SO. PINE 03 12" D.C. =cacX: c Facccacaaacaaaa=zcacaa=aznc==aacac==aa=c==aaac==caaaac --------------------------- _ ** (STUD MUST -------------------------------- BE ATTACHED TO CHORDS AND DIAGONAL) _ "T" BRACE REQUIRED SPACING MAXIMUM LENGTH a = 2X4 SO. PINE 03 24' D.C. 5'11" = 2X4 = 2X4 SO. SO. PINE PINE #3 N3 16" 12" O.C. O.C. 7'3"" a 8'-0_ = 2X6 SO. PINE :2N 24" O.C. 10'-3" _ a 2X6 = 2X6 c== a aeQa a z SO. SO. -caaa PINE PINE a c as I12N #2N a s axaca a 16' 12" s AREA n O.C. D.C. acasa 11'-a" a =c a a a ca c c z v c n c= n c =_ c a a CEILING O.H. 4 .f a- (++l lx3 AI�PIEr 1iTyTE OR 13 WOODLOC PLATES MAY BE USED FOR * STUDS 3'O" PL TYPE_ AL I P FURNISH A COPY OF THIS DESIGN TO ERECTIO ALPINE EN67NFENED MDOUCTS. IIt, 1NUSaS FECUIRE EXTREME CAFE 1= o r__j o * * I MPORT ANT * * SHALL N01 DE RES OWDLE FOR ANY WARNI NG IN NOaLINS, ERECTION AM C=3 C/ _ C=3 o DEVIA110" FRM T/E6E SKCIFIUT104 OR ANY DEVIATION FP04 0MCIN6.5FE Ht8-91 wn�cIN0 wm INAUS« O p O O 7NIS DESIW on ANY FAILURE 10 bU1LD THE TWIGS IN CONFOF*UWL N.O"WARY A/Q IECNNENOA71Oi-XiPII. SEE O r� O O W17N fit `DFALIIY SIAIWFD WIN' BY TPI. ALPINE CONECTORS 710E DESIGN FOR ACU71301KL SPECIAL PER" - ARE NAmx"TINED INN ZD 6416E SALVANIZEO STEEL UNLESS NENT DUCAT IEOWIEHF "S. IILE6S OINERNISE C� OA(�P1N O [= OIIEINFIGE SHOW MEETING REOAIE,ENIS OF ACDN Alfa SRADE A. GIIOK TOP C3N0V WALL BE LATERALLY BRACED L1 IE`I APPLY LOFIEC10R6 70 /D7'N FACES A7 EACH JDII/7 AND LOGAIE AS M1 iN i'W'EFaLY A/74?ED RT1100p 61EA71N111Q TRUSS l� S"�. SEANNS NI07HO ARE 4' PIWINAL UNLESS OTHERWISE SONI/, Do7TON RHOFIp Nt TN AlS10 CEILIM ON BRACING OESI611 S7ANUUM COKOIM VIIN APPLICADLE PRDVI6101i OF AS SPECIFIED ON RESIGN. DD NOT LEE THIS O [= AIpY AND rTP1 IPCII. DESIGN III7H FIRE FEIAFpWW T TREATED LDER. G7 O H= L-3 O O N__IPI " TillBS PLATE II>B131N/1E, MDS " NATIDLAL LEDIGN SKCIFICATIDN FOR WOW COOTA491I0N (4) 16D NOTE: TRUSS ERECTOR IS RESPONSIBLE 'OENAILS FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. NOTE: GABLE HAS BEEN DESIGNED TO SPECIAL TRANSFER ALL HORIZONTAL WIND LOAD IN GABLE TO THE FLOOR & ROOF SUEATHING DIA- ?END PHRAMS. CONNECTIONS & DESIGN OF THESE TRUSS SYSTEMS ARE THE RESPONSIBILITY OF THE :BUILDING DESIGNER. 2x4 "T" 2x6 "T" (4) 16D � BRACE BOTTOM BRACE TOENAILS VIEW GABLE STUD 11TOENAILS 4) 16D 116D REV. WLB 10-6-94 (4) TOF OR BOTTOM REV. CLR 12-8-93 TOENAILS CHORD OR GABLE REV.CLG10/1O/ TRUSS REV. CLG 9/15/89 REV. CLR 5-3-96 REV. CLG 8/29/8 ACTOR S. SCALE - 0.3750 CRIT TPI REF STUDDED _DESIGN TC LL TC DL BC DL TOT.LD, 30.0 15.0 10.0 _ 55.0 PSF PSF PSF PSF DATE 08/07/89 DRWG 876,719 HC-ENG CLG O/A LEN. VARIES DUR.FAC. 1.33 PITCH VARIE: SPACING SEE ABOIE f TYPE COMMON AN — 1,,. IX4 CONTINUOUS LATERAL BRACING WITH 2-80 NAILS, OR 2X4 WITH 2-160 NAILS, SPACING AS SPECIFIED ON ALPINE DRAWING, ATTACH AS SHOWN TO EACH TRUSS SUPPORTING PIGGYBACK. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. LUMBER TO BE 13 HEM -FIR OR BETTER. + 2X12 02 SPRUCE -PINE -FIR OR BETTER -PIGGYBACK. R7. ALTERNATE LOADING:im TC LL 20.0 PSF TC DL 20.0 PSF BC OL 10.0 PSF () AC , 10_..0_PSE �1.25 SPAC NG 4.0 ALTERNATE -PEAK SCAB DETAIL 2- 0- 0 -I MAX. 2X4, 2X6, 2XB, 2X 10, 2X 12 -AS NEEDED, 1 02 SPRUCE-PINE-FIR,02 HEM -FIR OR i2 OR 02 PT SO.: PINE OR BETTER, ATTACH TO ONE FACE OF TRUSS WITH 16D (0,128"X3.0") GUN NAILS @ 4" D.C. THROUGHOUT WEBS AND CHORDS. R5 THIS DETAIL IS ONLY FOR THE PURPOSE OF ATTA.CIIING PfGGYBACK TO ALPINE DESIGN DRWG. USED IN CONJUNCTION WITH THIS Ill_IAII_ PIGGYBACK AS PER DRAWING 634016. (i34017 011 A625376. ATfACI1 l'0 TOP CHORD OF SUPPORTING TRUSS WITH 1uD C-011 NAILS (0.135"�i1�•1. g" O,C. OR AS SPECIFIED ON ALPINE DRAWING. + ALTERNATE LUMBER - 2X6 OR GREATER 2_11EM FIR, SPRUCE -PINE -FIR, OR #2 SO. PINE OR BETTER GRADES. �R2j TNIS DETAIL IS DESIGNED TO BE USED Oil RN ENCLOSEb BUILDING USING TI-IE STRNORRD BUILDING CODE. DESIGN HIND SPEED IS I10 nPN AT 30-0-0 HERN HEIGHT. IZq- 2X4, 2X6, 2X8, 2X10, 2XI2-AS NEEDED /2 SPRUCE -PINE -FIR. #2 IIEM-FIR OR #2 OR #2 PT SO. PINE OR BETTER SOLID BLOCK. ATTACH TO TOP CHORD OF TRUSS WITH (2)-(0.126"X3.0') GUN NAILS TOENAILED @ 24' O.C., TYPICAL (mm) . R7 1I-1/4" MAX. _I_- It ALTERNATE PEAK DETAIL ')YRACK � 7 A REV. tVlp 99 9.L v13RN 31S93 fi5 AP, j- 5%b y17 V 4- A1' /)r j1 4-%i/�I�t -- Rs 4! ICE✓. 2114/,'14- . M REVISED VD 1/19/94 REV. FED 12/4/89 Rl AP REV, 8 PLT T%& T P T CIS SEON-- 14315 FUF1NISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.3.0 SCALE - 0.0808 ALPlW6 6r1011rE6me P1101111C1s, INC.u"ws "Ecume E1iPEWE cARE DESIGN CRIT:TPI qS REF 52503-ROB I l=3 * *IMPORT ANT X X IRIALL Wol "E WESPOMSIOLE FOR A"1 WARNING I" &WOLIIN. Erltcrron AND - . - eoAT..."' eo ocvfA116" Fear 1"E6E 6PECIFICAIIas n A"1 DEVIATION Fr1o" 6a.Cib6.6E6 ii19-91a"ACf"� �°°° 1 6"[6 P. A� TC LL 30.0 P5F DATE ] 9 /30/89 r�1 1WIS DE6lD" al Al" FAILURE lO DWILO n1EMVI, iW casaw."Cc CO" wAll1 uo AECONBV,DAII04-.IPiI . SitLTC DL IrJ.0 PSF DRWG r",�3U ul lWlilt -OVAL III 61ANDAR0 OSIDD' D1 IPI. ALPIIIE CpuFCfaq 11116 MENU" FOR AC011I011AL SPECIAL PEIWA- y1TA" Wu 0&nuocO FI:ON 20 6Aoo6 DALVANIJED D1EEL "/i1:66 lif"I Im"C"rl IEwuIE"fAns. u1LE .DIIIEWrsE NIL BC DL '1_90.0 I bF Fl_-ENG WED 1.-,_I'Of AYIM AIJO 6RAlY A, siKRAI lOP CIKWSI 91llll 0E l.A1t11ALlT OMCED AMVCa6frclo"6 IO DDT" FACES Al EACn uOU11 AND LPCAIE AS Willi Pfla'i11.1 AIIApkO MiW0al SIEAIWIND, R55.0 PSF O/A LEN.Sj".6EARIin WIOT"s ARE E' JMfWAL IDSE6W O1101WIf6E 61aA+. 00110" uDWWI Willi It1610 Ct11 IWo M WiACLK �+ QF I=' olslrai s1AWr1ARDs coWFD1w WTI" Am.1"tat ~vIsiba. nr As siviclFlc" ar a:sll+i fill MI ADZE fins OUR.FAI;. ].33PITC11 ---- � AWIb FWD ►iP) IPCII. DESICII Willi FUZE AffAillull 11WAItO I.IDOIEW. S A I=) � m � 11 r_I ._.IPI - 111M PLAIE 11PJ111UIE, 11119 - FIAII161A1. CrS116f NIECIF►CA1101 Foil WIYWI rarillilir111W1 SPACING TYPE P . RACK DET PIGGYBACK SPECIAL PLATE. ATTACH WOODLOC PORTION OF PLATE TO PIGGYBACK AT TIME OF PIGGYBACK FABRICATION. ATTACH TO SUPPORTING TRUSS WITH (4) NAILS ON NEAR FACE, SAME NUMBER REQUIRED ON FAR FACE. USE 0.1205"X1.375" 11 GAUGE NAILS OR EQUAL. PIGGYBACK SPECIAL (+) 0000O O O O 00 p p O O O 0000 0 0 O Op O p O O Bit" EITHER ONE OF THESE PLATE LOCATIONS IS ACCEPTABLE • 2x4 13 NEH-FIR OR BETTER CONTINUOUS LATERAL.- BRACING AT 24- ON CENTERS MAXIM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16D NAILS. BRACING HATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. RI PIGGYBACK SEE 634.017 - 634.016 OR A625A376 12 -v VARIES PIGGYBACK SPECIAL PLATE IS TO BE ATTACHED TO BOTH FACES OF PIGGYBACK AT EACH VERTICAL. SPACING OF PLATES RUST NOT EXCEED 4.0. ON CENTER. + / SION TO [RECTION CONTRACTOR fzI IRp-vi - TPI-95 fn UNISH A Copy Of THIS DE� ►t ATt T7Ti R p�1GN CR17 ALPu� e/6ueeno P"IM"Ic sic, mmIMPORTANTHM s1uLL Will ICE OESPOIn1KE FOR Aln 1nlsses DEOUIIIE ENIOEME tole WARNING III IWOL110, [nEC11Uo Apo SEE NIO-91 DY 1VI. SEE IUIS DE5160 �¢wili, j p TC LL: --- PSf PSF AIE' 8/20/86 847,045 e DEVIAf IDM f111W 1111$ LICSIG/1 on 11lESE V fiCIEIC/.ItaB, MI A11V FAILUNE to BUILD 14 In"ll III CD1lon1410E off" 061" DV 1, AL►siiE CONECIMS ADE NAINE " MA GAIV. 51EL4. 11EE111IG A51N 10 eAGI /AEe I"'' VACIIIG. fop AODIIl011AL SKCIAL PEfWW.E111 BOAC114G 111 WUKIrtnIS. tM&ESS ofrfWllSE 1161CA1EU. 10P (1NYn S/1ALL L K AILIIAf 11 IYUCEO "Sill - *,+ tb ":* _ f1 TC DL: BC DL: - --- ---- KF ,. CLG ._-.-- GMI AS IN11E0. A/ Eo1N[C""`5 AAA$ GI A e$PIL AIf ACo1L0 PLIIIIIW b11A10114 0811101 Elm" TQT I P' -�-- PS EN• 111DsS AIM) IIr11.165 0111EMMINE IOLAIEO 011 tolls OLSIWL PUSIIIINI fso C NA-f. DESIGI slA1N1Aw1$ PLB 6/141111A.$ 120 IE LI Nllfl WNNI/II.I A11ADA111114ID LLILIIf. -- SEE ALPHA.' 11CIVIlclt. WI I. 11/11911 Ito# 1,101" STATE OF OR ---- -S --------------- TRUSSCINVILclu"s cow 011`4 "/APPI ICApIE 1410VIS1010 III 101 E I'll, All 111S11►WAS yCAL al fill$ 011A111rIB A1'111L5 to WE 1.".04"1 ULPIC19D IE"C 101B5. V. AINI tJlAll tVll lot It, II II IN'lMl 111 All( UII{N NAY. D11f11ALL Al"'1.1[Alloll ftANllS11 A C01•1 of sills DESiWI 10 t111 IINRS IIS EI siN! CIN110AG- ' SPACING 24` O.C. MAX TYPE; DETAIL A--1Pf - 1"1Kti NAIL 115:111111L m% -_Pr/t WotiN/p IW:a01 97"tAf II:AI IINI fIN1 W.K. C/"1111VA:/ItV1 (itirJALK lot 1AIL - IYrILAL III ['JALK/KINGJACK) 11115 I)Wli 1'R11'ARI II I RINI LUHI'IIII N IRI'111 (I IfAII.I 6 111111 113111p�j 11- 11 — .., . TOP CHORD 2x4 SP #2 N 801 CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SBC UPLIFT CHART MEAN IIE IGII_T 30 _ WIND SPEED OEAO LOAD LOCATION 0.0' 9.83' 1(i0 10 320�_ 31_01 30 100_ 15 2501 2701 30 110 10 4809 5 Dj_ 30 I10 1 15 330/I_ 3299 ENCLOSED BUILDING, 30' MEAN HEIGHT MAX. ASCE 7-93 IIbj. FT CIjART MEAN WIND DEAD LOCATION HEIGHT_ SPEED 11 LOAD 0.0' 9.03' 30 1lD 10 600� 6Q0� FHCIOSFD BUILDING, 1-1.05. EXP. - C PLT TYP. Wave TPI-9 7 4--�-t3 Alpine Engincc#ed P#oducls. Inc. l INIIMS E'i1y, f!. 33ff9� IIIPJACK SUPPORTS 7- 0- 0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. •• IN LIEII OF BEARING WALL, PROVIDE 3.160 TOENAILS OR PROVIDE A HANGER ON BOTTOM CHORD FOR 8190. 111 REFER TO DRAWINGS A104/R FOR OVERHANG DETAILS I W3X4(A1) im 4-2.9. 15—J R-695 W-2.00' MINIMUM 5 Deslnn Criteria: TP H STD 'YANMING— INNSSIS 414UIII 121111111. CAYI IN (AMICAIION. NAMING. SHIPPINA. IISIAIIIN, Alb 104ACIY6. 1111111 10 all YI INANUIINL INSIA111116 ASb 14AL14G), POUIISNIO Of IPI (INNS$ PIAII 14$111u"• SY1 O'UYu1UD b/., $YII( 100. "1".. YI 6l#14), (OA SA1lis 14AC11CIS P41OA 10 11s#"a.. iNoSl IUNCiiOil. 9U ISS OIY14VISI 1401CAI10, Io► CUOAO SNAII MASS 1AOPU11 AIIACNID 1I41C1n A4 PANIIS, gallon CNO41) SNAII sA11 A I4o►IN11 MACKIN 11111111 C111116. •111vU111Ar1• #nulls A CU►1 of to$$ OIS164 to out 11SIA11AIIU4 COulNAC.1VA. AI ►1►l Inc l411 R1U ►AODUCIS. 141, SrA11 Y01 It 4ISP04ulAfl 104 A►1 0111A118% IAO4 INIS DISILN: A41 IAIIUsi to &Vila 1N1 INUSif$ 1% COYf64NAact Nils 1►1: ON IA IR ICAIIY,. NAN41146, SNII►IN4, 14SIA111N6 AND &RACING of 12SSIS. This D1S161 C611oANt sots 31,11 ll1 11D11StaNS of NOS INAII&NAI Df3164 SPICIIICAII60 ►YN111N10 81 1NI ANINICAY 104161 AND ►A/14 AS$U1:I AIlO4) Abu III. ♦l ►141 CU4NICIONI AAl NAOI Of MA ASIN AM 61160 641. 51111, I2C1►1 AS suit O. A►►11 C6441CIOAS 10 (AC1 IACI Of INUSS, A►0 b111SS o1NIAVIS1 IOCAtIo all INIS aIS1GN, ►oSo110N C04YlCI0AS /fR DNAY1661 160 A 1. 101 11A1 ON INIS DAAr1s6 14D1CAIIS ACC#►lAKI 61 ►NUIISI1ONAt 1461NIIAIN6 AIS1o4sSN11111 Smlll l04 INl 14YSS CON1o1IY1 DIS16Y IN., INI SUIIANIIIII AYO USE Of INIS C"Pablul #OA AN1 /A111cot" sustain, U 111 A/6►OIYSIs1f 111 of out NuIfDUG 0111611A, fIA ANSI/Ifs 1 I&N SIMON 1. 19.Oa9 — TOP NAIL BEARING �Sl BOTTOM HAIL BEARING AI.IF.RNATE NEARING WALI. R-819p W-2.00- MINIMI111 Fl./10/3/-/-/R TC Lt. 30 OR 20 PSF TC DL 15 Olt 20 PSF 8C DL 10 PSF BC LL 0 PSF TOT A-D. 55 OR 50 PSF FAC. 1.33 OR 1.25 R1 AP 11/18/99 Scale-.375N/ L. REF 11081--40960 DATE 03/17/99 DRW 11CHS14001 990/6001 HC-ENG JWC/AP SEQN - 16212 FROM SFP TOP CHOIIO ?X,I SO, PINE d2 H DOT C116I11) ,_'X4 SO. PINE P2 11 RI WEBS 2X4 SO. PINE #3 NO WANE, KN11T ;, SKIPS On OTHEn f1FFECTS SHALL OCCUR IN 111E PLATE CONTACT AREA 011 SCAHFLD AIZI-_'A OF WEB MEMIIERS. AI_I. PLATES ARF TO HI: CE:N1ERf.I) ON 11-11: JOINT, LEFT TO RIGHT AND TOP I'll UOTTOM, EXCEPT WHEN LOCA'iE0 DY CIRCLE OR DIMENSION. S1:L DHAVI1NG 130 FOR "PLATE LOCA1 TONS ON TYPICAL JOINTS." PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT 4809 32011 R2 BRG LOC 0-0-0 7-0-2 UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. 14EAi-1 HT-3oFT. ENCLOSED. ISBC) RB ALTERNATE UPLIFT CONDITION PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT DSO d 251:W 8RG LOC 0'0" -1'0" UPLIFT BASED ON 15 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN HT-30FT. ENCLOSED. (SOP) Ra /1L..Te1,NRTE VPwFT co1a1>1TI01'-1 (1i5� 1'ltOVN)i?i)i'1-if'l'('ONNI?CI'IONSA'i'11NA1iiN(iSASINDICATED. lll'1_II !' e5o w 2 00 1t 11116 LOC: O. 0 -I.0 l N'1.iG'i' BASED ON 10 PSF1'OTAL D1ID I.OAD. WIND SPEED= 1110 A11111. MEAN I IEiGI fl'=3o1.1'. FiNCLOSED. (SIIC) RB (ITS) REV. AV 1a31 14 NNIN LIEU OF A BEARING WALL, PROVIDE 3-160 TOENAILS OR 3-160 (0. 128'X3.0') GUN NAILS, „ ., N TC X-LOC L-11: 0.29 6.72 BC X -LuL L-A: 0.29 6.72 5114GLE CUT WEB U-2 ENDS: 1 THIS HIP JACK IS MSIGNED TO SNPPOIIT A CORNER SET WITII 5' SEfBA'C1( FnOM BOTH SIDES. CORNER JACKS HAVE NO WEBS. REFER TO DRAWINGS Ajo4/R FOR OVERIIANO,OETAIL, 11 SLOPE MAY VA11Y F011M 2 . i 2/ 12 T11F1OUG11 Ei . 6F1/ 12 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 200i 2000 BRG LOC: 0.00 7.00 Rat WO MPH WIND, 30.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG WIND TOTAL DL -15.0 PSF. ALTERNATE LOADING: TC LL 20.0 PSF TC OL 20.0 : R OUR. FTC-1. -- ----- 7-0-2 OVER 2 SUPPORTS R-5950 W- 4.95' PLY, TYP.-ALPINE TPI-95 FURNISH A COPY ��IMPORTAP1T1111 aw► Nnl�� lE6PONa1d�E FtlI lull OENIAIIINa FNON I#ILSE 614:4:It IL•A1iWAt va AAIV INEVIATION FNNN 1016 96611Da CJ ANY FAT/IAX 10 IWILO Iaati Ift," IN C01A-C41NNCE M/IN II! 'DIALIIV aIA40491 4'I&W' ET II•I. ALPINE CQIfQCffl NNL• NA149AC1Waf0 1111N1 L'0 I:a161 1'W ll"IlTN DTEIL t11A.CTi6 01111111116E 610111E 11EE11110 Ilk111111111111116 I11 Atalll A440 MAIL A. AM'Lt 13NN&UNWS IN NON FAt7:li At E411:1 -N1Nli ANN LIWAIL AS t.ruNl. 11t AlIAM NIIt11N A11E 4' 1NLIINAL 11AISN ONII011I1: 31NIW1. tN511of SIAN1a41N1a L' MA NION wilt, AP14 11:AIN:E IMNayl6lnaS 11f -Adis 011 1111-1 Iltill. +--TP1 - HIM 11AIr 1te1111111i. 1114 - NATIta"L RES OF THIS DESIGN TO ERECTION TINAIUS W1110W 9XINH1Na CAM YARNING IN IWILINIX INECII1Nt un tlNu114-fit 1415-91 an.Clta; Now lam"S: C"C14INIT ANN fE.CO1aFJDA7/INtl-•IPII. ati 11115 M31611 FOR ACUITIWLIL SPECIAL PEIaIA- VENT 1N1ACN111 Mall rilwa1N. aN/.Nf:i OTIMINWTIE SIMI. T11P C11fSr1 0441. t1E tAlEr"U.LT 11MACIO Willi POINL/l.T Ali-13Lu I1."UNN1 L1A111.1116, INIIIQM MIND Willi 111'.1N 1XII.I110 on WIACTNG AS 51'ECiFItU at I:ENa .I. 110 TNT USE ]Nil 111S1011 NIIN FINE NEIAJJIA1.1 NIL'AIE" LINWEN. It SWIFICAT1131 Fill Wt1011 CriciMaCTtINI 055 fLIo AP jeo✓ 51,a1-7e Rg Rcu FA.-x to - 23- 97 EiB REV F1-A R7 REV FLA 10-14-97 ALTERNATE BEARING WALL A? ,eel' 4-%I/4". K3 -AP (LE1) 2I1411w R2 REVISED FED 12/4/92 "P2" IM RI REVISED WLB 5/8/92 �. R5 AP UV. 6b"M7 1� RP3841 W- 3.50' REV. FED 1/5/9 lk OR 1 R6 AP IZI 7�'wilI DESIGN CRIT:TPI REF 46965-ROBI TC LL TC 01- 13C DL TOT.LD. 30.0 J5.0 10 -0 55.0 PSF PSF PSF PSF DATE I0/ 17/89 DRWG 1,157 , 931 FL-Ew FED 0/A LEN. 7-0-2 _ i .33 PITCH 3.5/J2 `DUR.FAC1 SPACING SEE ABOVE TYPE 1-11 PJACK .- _ 042k_ _i?U PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 2500 2001 BRG LOC: 0.00 7.00 R 1 0 100 MPH WIND. 30.00 FT MEAN MGT. SBCCI. ENCLOSED BLDG WINO TOTAL OL -10.0 PSF. PLT 1'YP WAv E__3 r -1 =3 L) L-I . _I L 3 CC] rl L-J 1_-] c: ] r-::) 1=-1 c:3 G7 C=3 C _I 1� C7 CI 1'_I ALPIN 1-I 1.0 IL•, TRUSS 173 ..1 [: 1 .) JOR: •JAMES H. JACK 7• TOP (;HORf1 2X4 SO. PINE 12 11 Olt 2X6 12 11 tlOT CIiORi) 2Xa SO. PINE #2 it Rl .NOTE: FOR i'0' AND 3'0" JACK ALL LUMBER MAY BE 03 SO. PINE. Qll. ALL PLATF!i ARE TO RE CENTERED ON TIME JOINT, LEFT TO RIGHT AND TDP TD 110TT01•1, EXCEPT WHEN LOCATED 13Y CIIICLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." ALL NAILS SPFCIFIED ARE COMMON WIRE NAILS. NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. + PROVIDE (3) -16D TOE -NAILS OR (3) -16D (0. 128"X3.0-) GUN NAILS AT TOP CHORD. ++PROVIDE (2) -16D TOENAILS OR (2) -16D (0. 12B-X3.0") GUN R16 NAILS AT BOTTOM CHORD. PROVIDE I))'[-II'I' (,ONNI'iCl'IONS A'r Ill?ARINGS AS INDICA'17131) lJ1'L11'i' 42Da 280a 111t(; LOC: 0-•0-0 7-0-0 I)PLIVI'llASIA)ON101'SP-117!'AI.DFA1)LOAI). WINDSI'Itl?D= R5 III) Ml'11. MIAN I11i1(il rr=3o1' I'. I:IVCLOSED (s1lO Rio PROVIDE 111'1.11'I'CONNIX 11ONSA711IIARINGSASINDI(:A'110. I)III.lf'I' : 3001/ 250N. BRO LOG: UPLIVI'DASl'1)ON15PS ' �rAI.DI?ADLOAD. WINDSPr?PD- 110 Mill L MEAN Iil?!()l rr-30 171. R.NC.I.OSRD. sRc) 2-TIIRU 8.00f _ R7 1Z 10 NOTE: JACKS UP TO AND INCLUDING 4'0" SPAN MAY HAVE AN B" CANTILEVER AT LEFT END. Re NOTE: 2X4 13 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CFinno DRAPING N 24` MAX. D.C. REQUIRED. ATTACH Wf.Til 2-i6d NAILS BRACING IS NOT REQUIRED IF A 11IGfD CEILING IS ATTACHED RIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPOPT BY ERECTION CONTRACTOR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 2000 2000 BRG LOC: 0.00 7.00 R 10 100 MPH WIND, 30.00 FT MEAN HST, SBCCI. ENCLOSED BLDG WIND TOTAL OL -15.0 PSF. 5-0-7 / 1 2-0_0_ THRU 1 -w--- .1 7-0-0 OVER Z S11f'f'Ufll':) -G'•' u R-5530 W» 2 MIN. R+353A W- Z MIN. 11 TPr - 95 (R12� FURNISH A COPY OF 71IIS DE5160_TO ERECTION CONTRACTOR QI) A1.v111L yWOWllurro Pmmf;f9, tic. n�Far l IL/Y1a: LMI/D:,1E cA11E X-XIMPOR'f ANTXX slw.t 1M11 DE IYtsvIW151ue r.on maWARNING IW IW/l:fG, l.fClloll Illy ,NVt A11DW r/in lll[SE SKCiF1CAl1/M15 CUT AUI IIEVIA11011 FIM D/YCIfG.SEE MlB-9-i 6NArl•4 InYY) 11MS5E5' 1111i 9WIllAl On ANY F►IIAXW 10109ILD Ilrt IIYISW IN COIYLY"uN:E CM1041AAT ulD IL,:N.f/*IYHIIUr•-.IYII IiEE ��g-F''R'-P'.` NAM Willi SITE 'MALIIY SIMMIAIMI 05109' UY IN. ALPINE COMMOM lut$ DESIGN FOA A01I1lioui. so.ciAL &.,nKA- "' Any WAIn1FAC11111ED FIYM " UAI,GL DALVAW111D STEEL ISLE" 11Cl/T D11ACI110 1l:17•Il11El41lIW. U411" 01*04.SE 11II3FAMISE GIMYDI. lCEf11111 IIE01"It HrIA19 DI AIIIN Al.W GIIAM A. 51911IL ISM' CIMMMI S1Wl. IlL tAiilw J.Y hllAlfA AR AMIT ClUNAE11MY1 11)INIII FA17.5 AI LAlal .101111 A1Q IDCATE AB WI111 IMYMLN.Y A11 A1;f 1!O 11.w No *%A11111Y)• „33y/�• 1f I'MINI, Ne All1D; IIID/IO ADL 4' IYIWIWAI 19111:1. O NM1141;,. &E141. 111111414 ClMffll TV"f 111W111 041.1/N11M1 lMuc111G Ill Y1Wl 01,1A1.WY15 MWIMYI W1111 AMMACAUE 1MM)VIS1116 III AS W-LCUIL11 IMI ILAIUI 19)1111 1rE 111111 STATE OF / ..IMI! A1M1 •1111 BM:1) . 1C91D11 Willi F fit It IG/,A111 If% A111t 11MIM111. tp _. _ _. • II'1 - IIMIMM 14111• IIFIlI ltill In • 1PI IIWI9 14 W MI 1041 11 11 1111r1 11Y1 UVY) NovillMM 11141 ALTERNATE LOADING: TC LL 20.D PSF JC DL 20.0 PSF -BC DL 10.0 PSF TOT . LD__�50.PSF ovic- AC�1_2R _ P4 'SPACING 24.0" J ( R►'3 Kv VPi 3 -II -98 Key 2-26-99 AV 4197 RI1 RR✓. RP 11 /b/97 ,II IRlo ReU FLA l0-23-57 R9 RE . TG0 7113/94 (r �J R8 A? RE✓ (°/4�j4- . CJ3 Q? A-P V_6.v 4.1.1.4_9 pP RLe v r-likl94- /r R4 REVISED TCE 4/12/93 4 R3 REVISED FED 12/4/92 R15RP 2E✓ 51is%9;' III REVISEI) r[r) 2/4/92 R2 REVISED WL8 12/3/92 REVISED 1.1PF 1/11/9 �� REV FED 12/7/90 IIEV 15.:1.2 SCALE o 0.I'i00D DESIGN CRIT:TPI REF 57512-ROB I TC LL 30.0 PSF' DATE 01/04/90 TC DL J 5 .0 PSF DRWG 1,1511, 677 BC DL 10 .0 PSF _ FL-ENG FED i TOT .I_D. 55.0 PSF O/A LEN . 7-0-0 DUII.FAC. 1.33 PITCH 6.0 92 _ �il'Af;1M(i-�;,•I 0�__ _ IYPf; _..11A(;I�..__ ..., PEAK MODIFICATION OF STANDARD TRUSSES FOR HIP USE FLAT SECTION NOTE: Flat cut should not nterfere with peak plate location. Contact Alpine's Engineering office for special cases. 0 0 0 0 0 0 0 0 o-STRNMRD= o 0 �E A O I A O oALPT EA 0 o a c o TRUSS PITCH 12 MAX. FLAT SECTION 2X4 TOP 2X6 TOP 2.5 151' 2511 3.0 1311 2111 3.5 -1.11119 4.0 1711 • .L 811 1311 7.0 711 1211 M.- �g REPINE ENGINEERED PRDDUCTS,INC. P.O. BOX 2225 POMPRNO BERCHIFLORIDR 33051 -05-781-3333 HAW DETAIL, DWG.a/wi16 5/18/79 -PAGE T-31 i ;I December 12, 2002 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: • 100 mph fastest -mile wind speed • Residential construction • Enclosed building do meet the wind loading requirements of the Florida Building Code for: • 120 mph 3-second gust wind speed • Residential construction • Enclosed building • Exposure B If you have any questions or if I can be of further assistance, please call me. Sincerely, 12-1 -02 Walter P. Finn, PE Senior Chief Engineer WA43 .` • No- 22839 STATE 4F r ' XIN Al �''11„1110,*\ ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, FL 33844 • (863)422-8685 • (800)755-6001 JI►111 .N 1. 11/ Jt.%I n 2K6 OR LAIIGEANO. a12►1 SOUTHERN PINE VALLEY RAFTER. VALLEY DETAIL ii 2X4 110. -it SOUTHERN PINE CRIPPLE. �` 2X4 NO.il 3 SOUTHERN PINE CRIPPLE. — (1 AIDGF RAFTER SAME SIZE OR LARGER THAN VALLEY RAFTIR riE BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 210" O.C. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO F EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-16d COMMON r OR 5-0.1281lx3" GUN NAILS. VALLEY --_ SEC^_':GN E-E RAFTER CONNECT END OF RAFTER TO RIDGE BOARD WITH 3-16d TOENAILS. — —/Tf O 16d NAILS OR 3 GUN NAILS (TYP) THRU CRIPPLE INTO RIDGE E — ' — — I- F BOARD. I A1dA. II —1 11 (31 16d COMMON OR 14) 0.128•x3• GUN NAILS CLINCHED. TYPICAL DEIAIL OF VALLEY RAI`ItRS SLI Al 24" O.C. III III TYPICAL ATIACHHENIS AIID SUPPORT 11U1uIRE1•114IS I C01 04ON 1111 SSE R11 GE AFT .R �5 _. , env —� E A —_ C0Mt10N TRUSSES THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING THE STANDARD BUILDING CODE. UPLIFT CONNECTION GOOD FOR UP TO 110 MPII WIND SPEED AT 15'0- MEAN HEIGHT. (2) 16d COMMON OR (3) 0.128-x3• GUN NAILS Tv-P. 1 � (3)ibd nails 4-0.0 4-0-0 —'rnex, typical / (2)16d toenails typical DECKING: CONFORMING WITH PS-2 SPEC,IFICAtIONS (3)16d toenails W=7"12 (5.5"@45') ' 4X2X2'0' 03 OR BETTER SO. PINE BLOCKING REOUIRED Iff, DOE NOT BEAII DIRECTLY ON A SUPPORTING TRUSS AS SIIOWN. Ar)X II BLOCKING TO DECKING WITH BDORG01JNATLS@)2"0.l:. 1`14 1---- (3)16d toenails titre cripple Into illywond LmaXi713" NO BRACE REQUIRED ON CRIPPLE(S). LIIIaX=,i7" 2X4 T-BRACE OR SCAB BRACE REQUIRED ON CRIPPLEISk SP 93, FULL LENGTH. FASTEN WITH 16d COMMON O 4• O.C. OR 0.128•x3' GUN NAILS Ia 3. O.C. R7 ALTERNATE LOADING:' TC LL 20 , 0 PSF ft2 TC DL 20.0 PSF AI.I. CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARD SPACING 24.0 (1;(1AVI IY) AND UPLIFT (WIND) LOADS. (STRAPPING NOT REOUi(lEO) R7 PI-RTE TYPE--RLPINF 7PI-95 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTDR 1-"16 AEDIISE-[x1AEn1 CMI t (3)16d toenails SECTION F-F ?7 AP OV 10 Rf-AFRE✓.112 I/Iltt. R1 REV. Sf) CLG 1 1 6/4 REV. CLG /3 2 /ue REV. SLO 6/30/87 G 11101 Q 5 Ar aFll Q 4- AP RiV K3 VG RE I<Z— AP RENlll DESIGN CRIT TP I - REF 1ID91--ISCO._ TC LL 30. D PSF MITE 1QU5 TC DL 15.0 PSF DRUG 834,070 _ 11C OL 10.0 PSF IIC-ENG SLD7Ci:H� TOT. L.D. 55 . D PSF O/A LEN. 5-0-0 BUR.FRC. 1.33 PITCH 3.0112 SPACING ' 211.D" TYPE VALLEY N1 (37576-5114 2162A - B4) 1111S DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N :T2 2x4 SP 2400f-2.OE: 110 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC OL — 5.0 PSF. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: y1 HIP SUPPORTS 7- 0- 0 JACKS WITH NO WEBS. TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. , DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X6 - W4X8 z W3XB(81) m W3X8(81) 1-0-0 1.0-0 1_ 7-0-0 I 6-0-0 I 7-0-0 1- 20-0-0 Over 2 Supports R-1501 U-990 W-8` R-1501 U-990 W-8" PLT TYP. Wave TP1-95 R Desi n Criteria: TPI STI = ZALPINE --- - Alpine Engineered Products, Inc. 11Nirl�w C.i1y, FI. 3)w1a WARNING" TRUSSES REQUIRE EXTREME CARE IN fABR (CATION, MARTIN,ING. SNIPPING, INSTALIING AND fillAC ING. 0.[f tR 10 N18 91 (RANDI ING INSTALLING AND bRACING), ►Dbl ISHtO by 1P1 (INUSS PLATE INSTITUTE. 587 O'ONOfN10 ON „ 5 U1Tf 200. MADISON, HE 63719), FDA SAf ITY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNIfSS OI HEM SC INDICATED, TOP CHORD SNAIL HAVE PNOPERIT AIIACMED STA8C7UAAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPI)RTANT" FURNISH A COPY Of THIS DESIGN TO THE INSIAILATION CONTRACTOR. ALPINE ENGINEERED PROOUCIS, INC. 5HAI1. NUE Of RESPONSIBLE FOR ANY DEVIATION FROM INNS DESIGN; ANY IA M1RE TO 88110 iNf 19USSIS 10 CONFORMANCE. RIIN IPI: OR )ABRICAf ING, NANNNING, SHIPPING, INSEAIIIN6 AND GRACING Df IAOSSf S. THIS DESIGN CONEIIANS W11H APPLICABIE PROVISIONS Of NOS (NATIONAL DESIGN SPfq fICA11ON PUBLISHED Of THE AMERICAN FOREST AND PAPER ASSOCIATION) kill)TPI. A+PIN1 CONNECIORS ARE MADE Of 2OGA ASIN A653 GIIAU GA/V. STEEL, EXCEPT AS NOTED. APPLY CONNICIORS 10 EACH fAct Of TRUSS, AND UNLESS OINERBISE (OCAIED ON THIS DESIGN. POSITION CUANECIORS PER DRAWINGS 160 A 1. ifit SLAt UN THIS ORANING INDICATES ACCEPTANCE Of PROFESSIONAL FNGINIINING NISPUNSIB11III SDitIT EDA 1N( 1NUSS CBMPUNINI RFSIGN SHOWN. 1NI Sul IAN11III AND Ust III 11f15 COMPONFNI FOR ANY PANIICUTAN 1101101116 IS 101 NISPUNSIB11111 UI lilt NUIIIIING 1)15I11NIR, PIN AN1.1/1P1 1 1995 SfC11UM P. Ob2 9-4-0 FL/1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24,0" Scale-.25"/Ft. REF R081--57893 DATE 04/28/00 D R W UCUSROBI 00119131 HC-ENG JWC/WPF SEON - 10693 FROM JRH 41310-9T79 ZlbZA - U3 IRIS DW6 PRLPARLO fROM COMPUILR INPUT (l OADS 6 OIMt I(INS) SUBMIIILU BY MINN Mt R. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00- OC, W 4 X 6 - 144X6 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/360,00 LIVE AND L/240.00 TOTAL LOAD. W4X4(A2) m W4X4(A2) s 1-oa 10-0 Yip H 9-0-0 12 00I 9-0-0 I 14 20-0-0 Over 2 Supports R-794 W-8' R=794 W-8' PLT TYP, Wave TPI-95 R Design Criteria: TPI(STD 19.Ob2 •'YARNING•• TNUSS[S REOUINE E1IRIHE CARE IN FABRICATION, HAM ING, SHIPPING, INSIAU ING AND 80.AC ING. REf[R 10 4)U 91 (HANDLING INSIAII ING ANU NNACING). PUNT ISHID BY 7P1 ()Russ PIAIL INSTITUTE. $83 D-UNOfN10 DN., SU1Tf lDO NADISON, YI 53I19), FOR SAFIIY PRACIIC[S PRIOR 10 PE f Ef ORMI 86 THESE f IICT10Y5. SYIE SS 0 HENYI Sf IMDICA7ED, TOP CHORD SMALL HAVE PROPERLY ATTACHED P. F SIROCISRAL PANELS, $01108 CHORD SMALL HAVE A PROPfttY ATIACNfD RIGID CEILING. _N�.�y' 1�•� ••IMPORTANY— FURNISH A COPY OF ]MIS DESIGN TO lHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMAII NO BE Of SPONSIBLE FOR ANY DEVIATION FROM 1015 DESIGN; ANY FAILURE TO PCr L' BUILD THE TRUSSES IN CONFORHARCE YIIN TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND *j 7ALPINE RRA[ING Of TRNSSES. THIS DESIGN COMf OHMS YIIN APPLICABLE PROVISIONS Of SOS INATIONAL DES16N/ SPEC if )CATION PUBIiSHfO BY IHE AME R IC AN FOREST AMD PAPER ASSOCIAIION) AND IPI. ALPINE Al6 CONHfC10N5 ARE NAOE Of ZOGA ASTM A653 GRAD GAL Y. STEEL, EICEP7 AS MOIED. APPLY CONNECIORS TO ry; F ACX fACf OF TRUSS, AND UNI ESS UI UfRMISt LOC AlEO ON INIS DESIGN. Pfl51710Y CUNNECi011S PEA STA� 1., DRAWINGS f60 A-E. TH( SI AL ON THIS DRAWING INDICATES A[Cf PIAMCL Elf PROf ESS10N Al fN41NEERING �.t� Alpim 1 ngiiwoucd Produc►s, Inc. Bf SPONSiBILIIY So1ElY F(W 1N( floss COMPONENT Bfsl&m SHOWN. )HE SUIIAHII III Alto USE Of IHIS �o/QNAL flamiesilly,F1, 33K-14 COMPUNf MT FOR ANY PANIIA:UTAN 00IIDIN6 IS INF RFSPONSIBII ITT Of IDL NM1101114 DISIGNIN, PER AN::I/Ihl 1 199s SICIIUM 7. .� 9-4 0 FL/1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale—.25N/Ft. REF RO81--57892 DATE 04/28/00 DR W IICUSR081 00119130 HC-ENG JWC/WPF SEQN - 10688 FROM JRH (17516-514 2162A - BI) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC ® 24.00' OC W4X4 = 1111S IING PRIPAREO FROM C.OMPIIIER INPIII (LOADS E DIMENSIONS) SUDMITTED BY TRUSS MfR. 110 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WIND BC DL a 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4(A2) = W4X4(A2) = o 0 1-0-0 << 10-0-0 I 10-0-0 i -- 20-0-0 Over 2 Support R-794 W-8" R-794 W-8" T TYP. Wave TPI-95\R Design Criteria: TPI(STD ALPINE - Alpine Engineered Prodacls, lite, I Illil"� Lily, l�l. 31844 ••YARNING" TRUSSES Rf OUIRE EYTREMf CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND—� BRACING. REFER 10 Rib 91 (HANDIIN6 INSTALLING AND BRACING), PUbIISNtO by I1-1 4111USS PLATE IN"ITUIE, 663 O'UNOfR10 OR.. SUM 200. MAOISUN. YI 53719). FOR SAf LTY PRACTICES PRIOR 10 � /fN( ON" ING THESE FBNCTIONS. UNIESS OTHERWISE INDICATED, TOP CHORD SUALE HAVE PROPERLY'AIIACH£O S IRUCIURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATIACMEO 01610 CEILING. I MPOR TAMT'• FURNISH A CUPT Of THIS DESIGN TO THE INSIAtLATION CONTRACTOR. ALPINE ENGINEERED PRODOCIS, INC. S"ALI H01 Uf RESPONSIBI.[ FOR ANT UE VIATION FROM 1015 LIESIGN; ANV FAU URE 70 bB110 INE 1RU SSIS IN CONE ORMAMCf YIIN 1P1: UR 1AUNICAIING. DANUIING, SHIPPING, INSTAILING AN0 :RAC IN6 Of TRUSSES. 1N15 DESIGN CONFORMS WITH APPLICANIE PROVISIONS Of NUS (NATIONAL. DESIGN SPf CIFICATION PUBIISNED BY IN( AMERICAN FOREST AND PAPER ASSOCIAI.ION) AND 1P). ALPINL CONNECTORS ARE MADE Of TOGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS 10 EACH FACE Of TRUSS, AND UNIESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A - I. THE SE At ON TO IS DRAWING INDICATES ACCEPTANCE Of PNOMSIONA1 FIIGINEINING RfSPONS1111111T Solf1Y TER IN INUSS C11NP0N1N1 U SIGN SHOWN. IHf Sol1ABl(1ll AID USI III THIS COMPOYTBI IOH ANY PAN 111:111 AN oil II DING IS till NI SPUNSIH 11 11 T 111 IIII Hill TANG DI �11;N1 A. 1•IR ANS 1 f 11 1 1 199b SI 1:1 hIN 7. 19.Ob2 +9-4-0 FL/1/- TC LL TC OL BC DL BC LL TOT.LD OUR,FAC. SPAC, I NG / r / / 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 24.0" NOV Scale a.25"/Ft. REF R081--57890 DATE 04/28/00 DR W HCUSROSI 00119125 HC-ENG JWC/WPF SEQN - 10670 FROM JRH (17576-5114 2162A - B2G TOP CHORD 2x4 SP #2 N BOT CHORD 2x8 SP 2400f-2.OE WEBS 2x4 SP #3 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 5.0 PSF, WIND BC OL — 5.0 PSF. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC THIS GIRDER DESIGNED TO SUPPORT A 46- 8- 0 SPAN HIPSET WITH A 7- 0- 0 SETBACK SYMMETRIC #1 HIP FRAMING TO THE BOTTOM CHORD AT 7- 0- 0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2'0" SPLIT LOAD. W3X8(A3) W3XB (A3) 1= �3604# 146X8= IUIS DNG PRIPARIII FROM f.(IMPIIIIR INPUI (LOADS 8 DIMENSIONS) SUBMITI[D BY TRUSS MFR. 2 Complete Trusses Required -� NAILING SCHEDULE: (0.128x3.0_g_nalls) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: l ROW @ 3" o.c. WEBS : 1 ROW. @ 4" o.c. USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS 1N EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. ;A3) h W3XB(A3) m 1— 10-0-0 1 10-0-0 1 0-0-0 Over 2 Supports R-5381 U-3490 W-8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD ••HARMING•• TRUSSES Bf OUIRE fFTREME CARE IN FABRICATION, MANDL ING. SNIPPING, INSTALLING AND BRACING. R(ffN TO NJ 1, 9I (HANDLING IYSUIIIYG .4 BNAC ING), PUb115tl1U By Till ([MUST PL Ait INSTITUTE, 5B3 O'ONOf RIO DO— SGIII 200. MADISON, WI S1719I, folk SAFELY PAACI[CfS PRIOR TO PE THESE FUNCTIONS. UNIESS DThfBN KF INOICAIf D, TOP CUORD SgAll NAYS PROPf RIT AILACNEO S1RUC7tllkAl PANELS, BOTTOM CHORD SNALL HAVE A PROP£RIV ATTACKED RIGID CEILING. '"IMPORTANT•- f4RN1 Sq A COPY OF 1N)$ DESIGN 10 THE IIISIALIAIION C01172ACTOR. AIPINI INGINfIN(D PNOOUCIS. INC. $HALL NO1 Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO a',ILO THE [BUSSES IN CONfORMANCL NIIN TPI; OR fABRICAIING, HANDLING. SHIPPING, INSIAII.ING AND BRACING OF TRUSSES. THIS DESIGN CONEOlkMS HIIN APPIICABIE PROVISIONS Of NOS (NATIONAL DESIGN ALPINE SPECIf1CA110N PUBLISHED NV INE AMERICAN fOAf SI AND PAPER ASSOCIAIION) AND TPI. AIPINI COMNE [TORS ARE MADE OF YOGA ASTM A663 61140 GAtV. STEEL, Ef CfP1 AS NOTED. APPLT COARECIUNS 10 f ACx FACE OF 1R1155. A40 UNIESS DINE WISE IOC ATIO ON 7NIS DESIGN. POSIIION COHNLCTORS PER DRAWINGS 160 A 1. 1BE SEA( ON INIS DRAWING INOICAIIS ACCIPIANCL Of PRW 1SSIONAI FIGINELR/NG A1�lineLn�iilCCrC(iPlDliucls,It1C. R(SPUR$IBIItIT Sol (IV IOR 101 iRBSS (011PUNINf BE SIGN SHOWN, Of SUIIAD1111T AND BSI of uus IINIngitz ted ] uct .1.1- 111111 TUN ANY PANIIC,4IAN MIIIIBING I] IUI HI :P111hi"11111 NI IUI NU11111N/: NIJIt:NiN, PIN AM�.IIIPI 114�IL 41111HN 7. 19.Ob2 R-8409 U-5470 W-8" FL/1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOTAD. 37.0 PSF DUR.FAC. 1.25 SPACIN& 24,0" ma 9-4-0 Scale a.375"/Ft. REF R081--57891 DATE 04/28/00 D R W HCUSRD81 00119129 HC-ENG /JWC SEON - 10685 FROM JRH (37576-5H4 2162A - A9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T1 2x4 SP #2 N: 2 Complete Trusses Required BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 NAILING SCHEDULE: (0.128x3.O_g_nails) TOP CHORD: 1 ROW @ 12" o.c. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD: l• ROW @ 12" o.c. ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS : l ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO IN EACH ROW TO AVOID SPLITTING. BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. RIGHT END VERTICAL NOT EXPOSED TO WIND. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. CALCULATED VERTICAL DEFLECTION IS 0.63" DUE TO LIVE LOAD AND 0.54' DUE TO DEAD LOAD AT X = 23-4-0. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W5X8 = W4X4 - W6X6 m W2X4 III W6X6 = W6X6 a W3X8 = W5X8 W2X4 ,T1 6 r W4X8(B3) 3-10-3 t* — — W4X4 = HS512 = W4X4 = HS412 = W4X4 = HS412 = — W5X8 = 9-4-0 W4X4 #I 1-0-0 I 7-0-0 I 39-8-0 _1 OE 46-8-0 Over 2 Supports R-3623 U-2330 W=8" 11=3712 U=2350 PLT TYP. High Stren th,Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 HI 1 E - Scale—.1875" Ft. ALPINE -WARN TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H16-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING INESE FUNCTIONS. UNLESS OTHERNISE 1RD1CAIfD, TOP CNOAD SHALL NAVE PROPERLY ATTACHED S /A UCI URAL PANELS. BOTTOM CXOAD SHALL HAVE A PROPERLY A11ACHfD RIGID CE li IMG. ""IMPOREAN T"" FURNISH A COPY OF THIS DESIGN EO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNA" 001 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND:y�p BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICA170N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNf C70A5 ARE MADf OF 20GA ASIM A653 GR XO GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACDRAWINGSFACRZ. AJOEUSEAL ONT HI SI DRAWI NGI INDICATESACCEPTANCEPROFESSIONAL 160 ASS OOF T LR ENGINEERING �p yT'1Yq' Pn F �.S•-•.iy �"(�+yjt,'!P"� % W2M ^w " sTx T C L L TC DL BC DL BC LL T 0 T . L D . 20.0 P S F 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF R E f R 08 1-- 7186 DATE 0 7 / 1 9 / 0 1 — - DRW HCUSROBI 01200220 HC ENG VB/WPF S E Q N - 2016 D UR F A C 1.2S FROM RA Al /XLC I%ICCIC(I 1'ruduclN, IJIC P HainesCity, FL 33844 RESPONS IB It 11Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1996 SECTION 2. - . . SPACING SEE ABOVE (37576-5114 2162A - AB) IIIIS OVIG 14011ARID IROM COMPIIIER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS HfR. TOP CHORD 2x4 SP #2 N :T3 2x4 SP #J Dense: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 T2 2x4 SP 2400f-2.OE: (A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL — 5.0 PSF. (A) OR SCAB -BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH Of WEB MEMBER. ATTACH WITH 0.1280" GUN NAILS @ 6` OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W6X6 o W5X8 = W2X4 IM W6X6 s W4X4 $ W3X6 = W5X5 as 111)V A 1 FVAA I r:�2 W4X8(B3) W4X4 T@ W4X4 = W6X6 m W3X8 = W4X4 = W6X6 = W5X5 W2X4 III 1.0-0 x (, 9-0-0 _I 37-8-0 6-8-0 Over 2 Support R-1792 U-1020 W-8" R-1715 U-990 4-10-3 9-4-0 in PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 Ft 1 E Scale a.125" Ft. • I:ACINGpG'REf(0. TO fill 91 (H NDLRING INSTAILI GLAND BRACING). PUBLISHED BY i I NG.I (TRUSSI PIA ED TC LL 20.0 PSF REF R081 - -57880 I SfifUfE, 593 D'ONOFNIO DR., SUITE POD, MADISON. NI 53119), foil SAFETY PRACTICES PRIOR TO PERfol"ING IBM FUNCTIONS. UNLESS OTHERWISE 1NOICATIO, TOP CHORD SNAIL HAVE PROPfRIY ATTACHED TC DL 7.0 PSF DATE 04/28/00 SIRUCIURAL PAYE[S, BOTTOM CHORD SHALL HAVE A PROPERIV ATTACHED 11410 Cf IIING. "IMPORTANT" fURNISM A COPY Of THIS DESIGN 10 ]HE INSIALLA110N CONTRACTOR. ALPINE ENGINEkRLD j '(IFICq�,.�. BC DL 10.0 PSF DRW HCUSR081 00119150 VlODUCIS. INC. SHALT N01 BE Rf SPOMSIBIE F00. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10•�•`fi'. BUILD TN[ us is IN COtliM.MNCE N11N 1P1: OR FABRICATING, HANOlItlG, SHIPPING, IYSTA111MG AND *1 �' 1* BC LL 0.0 PSF HC-ERG JWC/WPF A L P I N E BRACING Of TRUSSES. TNIS DESIGN COMf O0.MS WITN AP PI ICABI[ PROV I$10YS Of NOS (NAIIUYA! DE516M gipp SPf CIf I[AIION PURL ISNFD B1 1Mf AMf RICAN folk IS, AND PAPER ASSDCIAIIOMI AND TPI. ALPINE CONNECTORS Ali MADE Of YOGA ASTM A653 GR40 GAIN. $TEEL, fVCEPI AS TIDIED. APPLY CONNECTORS TO WWW'�� 1st TOT.LD. 37.0 PSF SEQN - 10602 EACH fACE Of 1RUSS, AND UNLESS DIMERNLSI LOCATfO ON ]MIS DESIGN, POSITION CORRECTORS PER G� S� -M OF � 1.25 DRAWINGS 160 A C. To SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING i�8 �n•� D UR . FA C . 1 . 2 5 FROM JR H RESPONSIBILITY SOtEL1 fog THE TRUSS CUMPON(Nf DESIGN SHOWN. THE SHIIA811III AND USE Of INIS 5 Alpine EO!S Clay, , 348CIs, Inc. AONI►1 Iblbl.�c,Iy,FI. ]3H-04 AlMYDMfM) 10l ANY PARTICULAR Uu11DING IS IME NISPIIMSIUIIIIT Of I11f NU II DING 1IISIGNIR, YEN p ANSItlei 1 1995 SICIIUM Y. _., �-... SPACING 24. D . ... .. ...... ..... .. . .,.,. ... n,. ,..�.. o.,rrn ,..nui .. n.nr • nlu[u[Inn of cllaulTTCn aV Taller ura t-1/D/0-.7f14 LInLA - A/ TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 214 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WINO TC DL = 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/360,00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES, SEE "WARNING" NOTE BELOW. W5X8 m W4X4 m W6X6 s W4X4 = W5X8 ma W04 10 6L �r1 W4X8(B3) 1-0 0 142X4 N W4X4 1a W6X6 m W3X8la W6X6 w W4X4 = 142X4 W -0-0 _1- 24-8-0 6-8-0 Over 2 Support R-1783 U-1020 W-8" 11-0-0 9-4-0 W4X8(B3) — R-1724 U-950 P� 09Q, PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 E - - Scale —.125" Ft. "WARNING" 1RUSS(S R(OUTAf EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TC LL 20.0 PSF REF R081 - -57877 8RACfll R(FfR 10 1118 91 (YANOLIN6 INSIAIIING AND BRACING), PUBt ISH(U UY 1P1 (TRUSS PtAlt _ INSIIIUIE, 5 07 O'ONOf R10 UR., SUIIC t0a, MADISUY, NI S7)19). FOR SAf11Y PN ACTT CIS PRIOR 10 �p PI Rif1RMiNG INE SI IUNCiIOMS. UNIESS OINERWIS! INIIICAICO, iDP CHIHIU SHA1l hAYI YNUPI Rl7 All Al'NfD P•P TC DL 7.0 PSF DATE 04/2$/00 s IRUCTOAAI PANELS, 801 TOM CHORD SNAII HAVE A PROP(8il AIIACBEO RIGID CEItTNG. .Ni�j��P• ^I.f%Ilr ';IMP"IMPORTANT" fURNISN A COPY OF This DESIGN 10 THE INSTAIIATION CONIRACION. ALPINL f11GINfIRfD AS "lr'� BC DL 10.0 PSF DRW RCUSR091 00119149 ORTANT". INC. SHAt, BUT Of Rf SPONS18Lf TOR ANY O(YIAIIUN FROM fills DESIGN; ANY IAI(UR( TO BUIID INC TRUSSES IN CONFORNANCI RIIR III; OR tAbRICATING, NARDIING. SHIPPING, INSIAIIING AND B C L L 0. 0 P S F H C- E N G J W C/ W P F 7ALPINE 8R AC LNG Of 1RUSSE S. lYlS OI SIGN CUNT ORNs YIIN APYI ICAtlIt PNUY ISIONS Uf NU5 (N AIIUNAI f/f SIGN SPCUfICATION PURIISULD U1 IN[ AMERICAN fORt S1 AND PAPER ASSOCIATION) AND IYI. WINE [DNNE[IORS Al1E MAOf Df TOGA AS]" A653 GR40 GAIN. STEEL. EXCEPT AS NOIID. APPLY CONNECIDNs To T 0 T. L D. 37.0 P S F S E Q N - 10594 EACH FACE OF TRUSS AND UNIESS UIBERYISf IOCA)(D OR IRIS DESIGN, POSITION CONNECTORS PER `�9T/'l r DRARINGS 160 A l WE St AI ON THIS DRAWING INUICAIIS ACCEPTANCE Of 9ROF(SSIONAI (NGINIERING :2 N(SPDNSIDILIIT SUIEIY IDN 1Nt 1N11SS CUMPONINI DI SIGN SNUWR. IN( SUIIADIIIIY AND USE 01 IRIS 5 ° D U R . F A C . 1.25 FROM J R H Alpine Engineered Products, Inc. CDIIPOHf NI f0R ANY PAN/ICUTAN UUil D1RG IS 1 0 t Nf SPOYslelt Iff Of WE 81111DING Of SIGNIR, pill T ■ 11nin:s(*i1y,F1. 33844 ANsilm 1 1995 SICIIUN P. SPACING 24.0 (17576.5114 2162A - A6) 1111S DWG PRIPARED FROM COMPUTER INPIII (LOADS A DIMENSIONSI SUOMIITED BY 1RUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :142, W9 2x4 SP #2 N: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00- OC. W4X8(B3) m W4X4 = 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG. NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W6X6o W6X6= W4X41= W6X6 9-4-0 W6X6 m W4X4 = W6X6 = W4X41= W4X8 (B3) 1-0-0 I, 13-0-0 I 20-8-0 ! 13-0-0 I 46-8-0 Over 2 Supports R-1783 U-1010 W-8' R-1724 U-940 z*j m-1 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 - E - Scale —.125H Ft. WARN ING•' TRUSSES REDWINE MOM CARE IN fARRICATION, HANDIING, SHIPPING, INSTAIIING AND UNAC IN6. NfffX lU U1U 91 (MANUI IN6 INS1 AlllN6 AIU{ BN ACING), PUtlI ISHtU WY IF[ (1RW5S P1. Alt TC LL 20,0 PSF REF RO81- -57813 INSt IIUIE, SB3 U'ONOfR10 DN., SUITE COD, HABISOR, W1 53719), FOR SAf/17 PN ACTIQ 5 PRIOR 10 PIN; OWNING THE S[ fuNCI IONS. UK I ESS OI RENNI SE INDICATED, TOP CHORD SHAII HAVE PROPERLY AIIACRfD � ? � TC DL 7.0 P S F DATE 04 / 2 8 / 0 0 STRUCTURAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATIACNED 11610 CEILING. '•IMPORTANT— FURNISH A COPY Of THIS DESIGN 10 10E INSTALLATION CONTRACTOR. ALPINE ENGINEERED .�SyeS,:,q�. Y BC DL 1D.D PSF DRW HCUSROtll 001191�8 PRODUCTS. INC. SNAIL N01 of RESPONSIBLE fog ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _` f7w_-� (^ BtlIID iNf TRUSSES IN CONFORMANCE 111111 IP1; OR FABNICATIN6, HANDLING, SHIPPING. INSIAtllN6 AND *f 1I0.y��]RJ ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (IIAIIONAL DESIGN �f Tj( BC LL 0.0 PSF HC-ENG JWC/WPF 7�� SPE C If 1CAT 10R PUBt ISHfO WY THE AHtAICAN LURE St AND PAPER AS SOC I A I I DN) AND IPI, ALPINE CONNECTORS ARE HADE Of TOGA AS IH A663 GNAO CAIY STLEL LICCPI AS NO1L0. APPLY CUNRECIONS 10 Y' T 0 T . L D . 37.0 PSF S E Q N - 10590 EACH FACE Of 1RUSS. AND UNLESS UIHIRWISE 10CA1E0 ON IHIS DESIGN. POSIl10N CDNNECIONS PER $TA DRAWINGS 160 A T. I11L SIA1 ON )HIS DRAWING INUICAIES ACCEPTANCE Of PROIESSIONAI flIGIRAINING •. () AlpincEMginecrcElProducls,Illc. RISPONSIBIIIII SOIEtV IOR Ilff TRUSS CUMP0NfN1 DESIGN SHOWN. INf SUIIAHII III AND usf DI IRIS s jptipy DURF.FAC. 1.25 /� FROM JRH 11O11N^.if:lly,1.1. 33B4a CUMIONENI fU0. ANY PANIIC111,1 WAR UNiIUING la 1Nt RISPUNSItlIIIIV U/ CHI' NUIIHINf. UISIGNIN, YIN SPACING 24."" _— ANSIfIrE 1 19vS SI f.l llltl ). - . I (37576-51-14 2162A - A5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T3, T4 2x4 SP 2400f-2.OE: 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WEBS 2x4 SP #3 :W2, W4, W6, W8 2x4 SP #2 N: WIND BC DL - 5.0 PSF. (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE SUBSTITUTE (1) SCAB FOR (1) CL8 AND (2) SCABS FOR (2) CLB'S EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% BE SUPPLIED AND AT-TACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. ERECTION CONTRACTOR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BRACE ALL FLAT TC @ 24.00' OC, ALL BC @ 24.00' OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. W5X8 o W6X6 - W5X8 ft T3 T4 W6X6 W6X�6 a 6W 6 (A) (A) W8 9-4-0 W08(B3) W2X4 M W6X6 = W3X8 = W6X6 = W2X4 M W4X8 (B3) _ 1 0-0 e I_ 15-0-0 _I_ 16-8-0 _I_ 15-0-0 _I 46-8-0 Over 2 Supports =1783 ua1003 w=8' R-1724 U-935 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 HI 1 E Scale-.1875" Ft. ALPINE '•WARNIMG'" TRUSSES REOBIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TD NIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1NSIIiUIE. 583 D'ONOFR IO DR.. SUITE 200. MADISON WI 63710) FOR SAFETY PRACTICES PRIOR TO P£Rf ORM1 NG iHESf FUNCTIONS. UNLESS OT HERNI SE IMD1CA"., i0P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED"""�f�`t+ PROOOC1S, INC. SNAIL NOi BE RESPONSIBLE FOR ANY OECVIATIOII FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE MITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IF ICA110N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNEC TORS ARE MADE OF By ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 f *; �j♦� Y AA'jE `.)f T C L L 2 0 . 0 PSF TC DL 7.0 PSF BC DL ].O.O PSF B C L L 0.0 PSF TOT L D . 37.0 PSF R E F R 08 1 - - 7183 DATE O 7 1 9 0 1 / / DRW HCUSROEil OIZOOZI9 H C E N G U B/ W P F S E Q N - 2011 Alpine Engineered Products, Inc. HBinesCity, FL 33M EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RESPONSIBILI1Y SOLELYTFOR HE SIRE EAL TRUSSICOMPONENT DESIGN S DRAWING 1SHOWNES `EPTATHE SUITABILITY NCE OF DAND NAL USEIOFETHIS COMPONENI FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 'Q(e'•0 8 i - . D U R. F A C. 1.2S FROM RA SPACING 24.0" (a7576-5114 2162A - A4) fills DWI; PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY 1RUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W5, W6, W7, W8, W9 2x4 SP #2 N: (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W4X8(B3) 1= W2X41A 100 x -0-0 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL a 5.0 PSF. (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING, SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280" GUN NAILS @ 6' OC. IN LIEU Of STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W,2Yd m W6X6 ;: W4X4 = W6X6 -� 142X4 IG W5X8W4X4= W4X4= W5X8- 12-8-0 1 IE 46-8-0 Over 2 Supports R-1783 U-1000 W-8" -49-4-0 W2X41N W4X8(B3) im 17-0-0 _I R-1724 U-930 PLT TYP. Wave TPI-95 R Desi n Criteria: TPI STD —HARMING' TRUSSES AEOUIRf EIYIf Mf CAAE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BAAC1116. NfIfN 10 OIN-B1 (HANOI ING IMSIW ING AND BRACING), PUNT ISHE D NY IPI ()MUSS PIA11 INSTIIYIf, 683 D'UN0fl10 DA.. SUITE 200. MADISON. MI 63119). TOM SAf11Y PNAC'IICIS ?AIDS 10 P[Nf OMMIR6 INf SI FUNC110N5. YY/f SS 01Nf NWISE INDfCAlf O, TOP CNDAD SNAII HAVE PROPf Ull AIIACNfO STNUC1YRAL PA11E1 S. 80110M CDOAD SMAII NAVE A PIOPE RIY Al1AC HEU A1G10 CEILING ••IMPORTANT•• FURNISH A COPY Of )HIS DESIGN 10 1ME IMS1AI[A110N CONFAACION. AIPINE LNGIMIIAIU YNOOUC IS, INC. SRAI1 MUI of RES►ONSIBIE FDA ANY DEVIATION FROM LUIS DISIGM; ANY IAIIYRE TO "OTIO INE IN 115 Si 10 CORI ORMANCt NI 111 1 P I ; 09 1ANNICA] IMG. NANDIIMG. $111 PP MG, IMSI All IMfi AND ALPINE BRACING of INUSSES. 11115 Of SI GN COMI URNS Y1111 APPI ICAVII PNUY I S I ON Of NOS (M AI IUMAI Ill SI&M SPECIEICAI)ON P1IBI.ISMED MY lilt AMEMICAN FOAL SI AND PAPER ASSOCIATION) AND IPI, ALPINE COMNf LIONS ARE MADE OF 10GA AS1M A6S3 6940 GALY. Sll El, f1C[PI AS NOTED. APPLY CONNECTOR$ 10 EACH FACE Of TRUSS, AND UNIESS UIN[RWISf LOCAIfO OM THIS OESIGN, POSITION CONMt CIORS PER ONANIHGS 160 A-1. THE SEAI ON THIS DRAWING INDICATES ACCEPTANCE Of PADIIS'IONAI ENGINtINING {, ^,1 Products, AISPONSINIII,Y S(IIIV IDN 1111 IYUSS f,I1MPUAlNI DISIf,N SIIIIYM. Jul SUIIAUIIIII AMII USf YI I1115 Alpine l,ilglET'medProducts,Ill(',. %MPOMIII FOR ANY PA01lCUTAN foul 1111MG IS INI 91 ;P.Ims 18 11 11 Y III IHI MUI,II101; 1114IGNIA, PIN II"t11cN('ily,)•"I. ll&14 ANSI/IPI 1 I�/,D 51CIIDN "!. 19.Ob2 FL/1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC, 1.25 SPACING 24.0" Scale—.125"/Ft. REF R081--57867 DATE 04/28/00 D R W IICUSR081 00119146 HC-ENG JWC/WPF SEQN - 10578 FROM JRH (37576-5114 2162A - A3) 1111S DWG PRf.PAREO FROM COMPUTER INPUT (TOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #2 N :W1, W2, W3, W11, W12, W13 2x4 SP #3: (A) 1X4 J3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EOUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. W5X8 iF- W2X4 III W5X8 izi 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL a 5.0 PSF. (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W4XB (B3) = Wzx4 III W6X6 W4X4 = W3X8 = W6X6 = W2X4 M W4X8 (B3) W4X4= 1-0-0 I— 19-0-0 ( 8-8-0 i 19-0-0 I 6-8-0 Over 2 Support R-1783 U-990 W-8" PLT TYP. Wave TPI-95\11 Design Criteria: TPI(STD A Alpine Euginmed Products,10c. IHines City, Fl. 331144 ^WARNING•• TRUSSES REOUINE ETTRf ME CAME IN FABRICATION, HANDt IR6, SNIPPING, INSTAtt ING AND BRACING. Nf FIN 10 111 91 (HANDLING INSTA11106 AND BRACI, G). PUULISNID UY IPI (1NUSS YI AIL INS 111Ulf. 583 D'ONOf R10 W . SUITE 200, MADISON. H1 A3719), FOR SAFETY Pp AL'T ICfS PMI OM 10 PE 4f 00.MIN6 THE Sf FUMCI IONS. UNI ESS O7MEMWtSf INDICATTD, TOP CHORD SNM L HAVE YNOY[R1.Y ATIACNED SINUCIURAt PANELS, B01 TON CHORD SNAIL HAVE A PROPERLY ATTACHED 41610 CEILING. '*IMPORTANT" FURNISH A COPY Of INIS DESIGN 10 THE IRSIAIIAIIOM CONTRA[ -TOR. At PIN£ ENGINEERED PRODUC IS. INC. SMALI N0T BE M,FPO MSIBI[ fOp ARY DEYIATION fMON IRIS DESIGN; ANY FAIIURE 10 BUILD 1NE 1RUSSfS Is CORTORMANCf HIIN IP1; OR FARM ICA T It fi, MARCHING, SNIPPING, INSTAtIIMG AND BRACING Of IROSSf S. THIS DESIGN CONFORMS HIIN APPIICANLE PROVISIONS Of NOS (NATIONAL Of SIGH SPE C If IC AT 101 PUBI ISHED tlI TILE AMINICAR FOREST AND PAPER ASSOCIATION) AND TPI, AIPIME CONN(C10115 ARE MADE Of 20GA ASIM A663 6240 GAE1. SIf EI. ELCf PT AS MOTTO. APPt1 CONNECTORS 10 EACH FACE Of TRUSS, AND UNLESS O)MERHISE TUC AT ED ON THIS Of516N, POSITION CONNECIORS PER DRAWINGS 160 A 1. IN E SE AI ON THIS OMAU ING INDICAIES ACCIPTANCI OF PROFESSIONAL ENGINEERING RfSPONSIDItIII SOIEIT fOR 111E TRUSS CONPDNENI DISIGM SHOWN. IRE SUIIAS11111 AND USE Of Tt115 CDMPUMINI 102 ANY PANTICUTAM BUIIDIMG IS 1Nl NISPONSIRI111Y Of 1111 01111DING DISIGNIN. Pltl ANSIIIPI 11995 SICIION 2. R-1724 U-920 Ob2 . .J 9-4-0 U FL 1 E - Scale s.125" Ft. TC LL TC DL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081--57863 DATE 04/28/00 ORW HCUSROBi 00119145 HC-ENG JWC/WPF SEON - 10573 DUR.FAC. 1.25 FROM JRH SPACING 24.0" (3,7576.5144 2162A - A2) AILS DWG PRIPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MfR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W5, W6, W7, W8 2x4 SP $2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME S11E, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280" GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W6X6 a W 5 X 8 W4X8(B3) "`A-1 1N woAo� WJAV3_ W4A4f= 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC OL 5.0 PSF, WIND BC OL - 5.0 PSF. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. wbxb w WLX4 Ill W08 (83) Is )O-O 1-0.0 I_ 21-0-0 14 8 0 I 21-0-0 I 46-8-0 Over 2 Support R-1781 W-8" U-980 +9-4-0 R-1781 W-8" U-980 69) PLT TYP. Wave TPI-95 R Design Criteria: TPi STO 19.Ob2 FL 1 E Scale -.125" Ft. ALPINE C_ od AIp1AC ! R�HICCy'll.red 3i944 '111C• I1NulLic;ly,1l. 33a4a '•WARNIMG•• TRUSSES Rf OO+Af EITREMf CARE IM FABRICATION. MANDI INS, SNIPPING, INSTAIIING AND BRACING, AEff11 10 "Itl-91 (HANDLING INSTA 06 AND BNACING), PI+BLISOLD BY TPI (TRUSS PLAIE INSIITUIE, S83 D'U"DFRIO DR.. SUITE 200. MADISON. WE 63710). FDA SAFETY PRACIICES PRIOR 10 PEAT DN"INS 711E StiBMC11 ON$, UNLESS OTHERWISE INDICATED, TOP CHORD SNA11, HAVE PROPf ULY ATIACNED S7AUCT#Rkt PANELS, BOTTOM CHORD SRAM MAYA PROPEALY ATTACNED AISID CE111NG. "IMPORTANT'. RN 150 A COPY Of THIS UES16Y 10 1WE IDSIAtIAT10D CONTAACTOD. ALPINE ENGINEERED PMODOCTS. INC. SMALL 401 BE AE SPONSIBLE f0A ANY Qf M iAT1011 fAON IBIS Df S16N; ANY FAIL UAE TO BD110 IMF TRUSSES IN CONFORMANCE NIIN TP1; OR FABRICATING, "ADDLING, SHIPPING, INSIAILING AMD BAACING Of 7AUSSES. IWIS DfSIGM CEL f0A1+5 NN APPLICABLE PAQYISIONS Of THIS fMAY10MAl DESIGN SPEC If ICATION ►WBL iS"EO NY i"f AMfA1CAN fOAE S:,AND PAPER ASSOCIATION) AND 7P1. ALPINE CONMECIOnI AAf MAOE Of 21GA All. 1113 GAY.... . ITT.. EICEPI AS N01E0. APPLY CONNECTORS TO E ACN FACE Of IAUSS. AND UNLESS OTHERWISE IOCATfO ON THIS DESIGN, POSITION CONNECTORS PER RING RESPONSItl1111Y SOME fOASTHE TRUSS EAT ON ICOMPONERI DISIGNS DRAWING ISHETW%.PIAINI SUIIASIIIII ANO HSfNCE Of PROFESSIONAL lOff1NIS COMPONENT FOR ANY PAAIICUTAR BNIIOING IS INC NISPONSIBII I'll 00 INC AOIIDING DISIGNIA, PEA ANSI/TPI 11995 SECIIOM 2, �p P F ",lv _aT�,A'�IF 1 "YJ *t N.• ' ? .p,STATE Fig +2 �t� TC LL TC OL BC (1L BC LL TOT.LD, 20.0 7 .0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081- -57855 DATE 04 / 2 8 / 00 DRW NCUSR081 00119143 HC ENG JWC/WPF SEON - 10564 D OR . F A C , 1.25 FROM JR H SPACING 24.0" 37576.5H4 2162B - AlA) TOP CHORD 2x4 SP #2 N :T1 2x4 SP #1 Dense: :T5 2x8 SP 2400f-2.OE: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2, W4, W5, W6, W7, W8, W9 2x4 SP J2 N: :RL Wedge 2x6 SP #2 N: CALCULATED HORIZONTAL DEFLECTION 15 0.26" DUE TO LIVE LOAD AND 0.22` DUE TO DEAD LOAD. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. (1) 2x8x 5- 6- 0 SP 2400f-2.OE SCAB AT RIGHT END. ATTACH SCAB TO FACE OF CHORD WITH: Wfifiyyfifi 0.128x3.O_g_na1Is @ 8" OC, PLUS ADDITIONAL NAIL CLUSTtRSW BRG.: (5). HEFT : fl11 IIt T C DAXICI . L`71 W3X6 IIIIS DUG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. NEGATIVE REACTION(S) OF -746# MAX. (SEE BELOW) FROM A NON -WIND LOAD CASE REQUIRES UPLIFT CONNECTION. 110 MPH WINO, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 V SF, WIND BC OL — 5.0 PSF. (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0,1280" GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00 OC, ALL BC @ 24.00" OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE W6X6 _ BELOW. W8X12 a 1-0-0 4-6 - 10 - 0----J 3-1L 1-14 ) 21-0-0 4 8 0 17-0-2 35-0-0 D( 5-8-2 46-8-0 Over 3 Supports R-369/-747 U-180 H 8�61 U-1510 W-8" 0-4-3 *9-4-0 R-1293 U-720 W—B' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 - "WARMING" TRUSSES REOUIRE EXTREME CARE IY fABRICATION. NANOLIYG, SNIPPING, (YSTALIIN6 AND I:AC1Y6. Rff" 10 NIO 91 (RANK ING INSIAILING AND URACIRG), PUB[)SNIU NY 1P1 ORUNS Pt Alt T C L L P15I1ITUlf. 563 D-ONOfR1O OR., SUITf 200. MADISON. W1 63719). FOR SAft1Y PHACIICIS PRIOR 10 % fut1YG THESE fUNC1lONS. UNLESS OfMfRYISf INDICATED, TOP CHORD SMALL. NAPE PROPERLY AIIACREO ' P. T C D L S IROCT ORAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERIl ATTACRID RIGID CEILT46. /.�:cv"L`� •IMPOR CART— FURNISH A COPY Of THIS DESIGN TO THE IYSIALIA110R CONIRACIWI. ALPINE EN6 DEER{U p M� •PpOtluC1S, INC. $MAIL NO] tlF RE SPOHSIBIE FOX ANY DEVIATION fROM IRIS DISIGR; ANY fAILURf 10 �* B C D L BUILD IOf TRUSSES IN CONfORMANCE With TPI; OR tABRICAIING, MANOR ING. SNIPPING. INSIAILING AND ALPINE * ND BRACING OF 7RUSSfS. TUTS Uf516N iONfoRNS Yfltl APPl1CitUl£ PROVISIONS OF NOS )NATIONAL DESIGN /0 B C L L SPCCIT ICA11 ON PUOtISNtO BY 1ME AMERICAN fORt SI AND PAPER ASSOCIATION) AND IP1, Al ►INf ((J( C// 33 , CONNECTORS ME MADE OF 20GA ASIM AG53 fiRA0 GA1.V. STEEL, EXCEPI AS ")ED. APPLY CUHNECIONS 10 STALE `JF j� TOT . L D f ACN fACf Of /BUSS, AYO tlMII SS 011{ERWI SE LOCATED ON THIS DESIGN POSITION CONNECIONS PER '"(i'.4� Of DRAWINGS 160 A 1. THE SfAI ON TMIS DRAWING ;VOICAIIS ACCEPTANCE Of PRDI{SSIORAI fNGTRl1NIRG C AlpinCEngin=cdProd11c1s,Inc . R£SP0RS1811111 SOIEII TOR THE TRUSS COMP011111 1ASICR SHOWN. Ix[ YUIIAH1111Y AYD USL Or uuS $aK ►ate DUR.FAC. I)aifles City, Fl. 33944 [DMPONf HI FW ANY PARIICUTAN OOIIQIRG IS IMf NISPORSIRIIIIY OI IMI. UUIIOING OI116YIR, ell ANSI/IPI 1 )995 SIC11oR :. '' SPAC 1 NG /E/-/- 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 24.OR Scale—.125"/Ft. REF ROBI--56844 DATE 04/28/00 DRW IICUSROBI 00119160 HC-ENG JWC/WPF SEQN - 10558 FROM JRH ktI43U-�U7 41b4A - AIA) Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2, W4, W5, W6, W7, W8, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 3X( inia unu raL—Lu rnUn wr FLA J11V tLVMUJ c UJnE"JJUno7 JLYOMJ1LU of InUJJ nr n. 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL — 5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6 X 6 =— 6X6= 3X4 {U Sxd=_ bx1Z= 6X6--- 6X6= *9-4-0 R=-158 U-180 W-8" R-1442 U-850 W=8" 1-0-0 1-0-0 6-10-0—� {_ 21-0-0 _{l 4.8-0 �- -- 21-0-0 _I 35 0-0 zoo 5 O 0 2 0-0 2 a u i {` R-2277 U-1181 W=8" 46-8-0 Over 3 Supports _{ v PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale=.1875" Ft. "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 0 8 1-- 9 7 8 9 3 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �p T C D L 7.0 P S F DATE 0 2 / 2 6 / 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHAI.I. HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THI5 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .>%LQtir%�:� BC DL 10.0 PSF DRW HCUSR081 03057422 PRODUCTS. INC. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1b. BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC L L 0.0 PSF H C- E N G V B/ WP F ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE -- CONNECTORS ARE MADE OF 20GA AST" A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TD y"iATE JF T 0 T . L D . 37.0 P S F S E 0 N - 1512 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTDRS PER � F DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM J R H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU17ABILITY AND USE OF THIS a aT. Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER FL Certificate of Authonzatiou#567 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF 1SOM081.._Z52 (61230-5U5 2162A - A18) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N :B1 2x4 SP #1 Dense: Webs 2x4 SP #3 :W2, W4, W5, W6, W7, W8, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 3 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC OL = 5.0 psf, wind BC DL = 5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets,L/360 live and L/240 total load. Creep increase factor for dead load is 1.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= 6X6= 3X4 M .,— - oA1C = 5X8= 5X8= 6X6= 9-4-0 R=616 U=419 W=8" R=1392 U-670 W=8" R=1554 U=694 W=8" 1-0-0 1-0-0- 7 - 9 -11—� �E 21-0-0 _— 4-8-0 _I_ 21-0-0 35-0-0 12-0-05-0-0 _1-0-oT 2-8 o - 46-8-0 Over 3 Supports 0� PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI 1 - E - Scale=.1875" Ft. "WARNING" TRUSSES REOUIRE EXTREME CARE 10 FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 0 8 1-- 9 7 8 9 4 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, S83 D'ONOFRIO OR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7.0 PSF DATE 0 2 / 2 6 / 0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R161D CEILING. '"IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED'"'{" BC DL 10.0 PSF DRW HCU$R081 03057423 PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO F . BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND * Crwtm�* ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS W17N APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 11�/ BC LL 0.0 PSF HC-ENG VB/WPF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _AAR CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO $1,ATi C?F �+r TOT . L D . 37.0 P S F S E O N - 1518 EACH DRAWINGS OF TRUSS. 160 AA2. AND THEUNLESS SEAL SONOTHERWISE DRAWINGLOCATED INDICATESPROFESSIONAL THIS ACCEPTANCE POSITION LCONNECTORS ENGINEERING �` Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1.25 FROM J R H Halms City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FLCcrtificateofAuthorizationNS67 ANSI/TPI 1 1995 SECTION 2. SPACING 24.0" JREF 1SOM081..--Z52 (61230-5U5 2162A - A1C) THIS UWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N :B1 2x4 SP #1 Dense: Webs 2x4 SP #3 :W3, W5, W6, W7, W8, W9, W10 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL — 5.0 psf, wind BC DL = 5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= 6X6= *9-4-0 — � � H, 6X12: 6X6; 4X6= 6X6= 6X6= 1 0 0 1 °° 9-9-11 (E 21-0-0 _— 4-8-0 J_ 21-0-0 ( 35-0-0 12-o-P 5-0-0 2-0-o z -e -o 46-8-0 Over 3 Supports -1 R-2315 U-1176 W=8" R-86 U-180 W=8" R-1293 U-776 W-8" PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 QTY:1 HI 1 E - Scale =.1875" Ft. "WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AMC BRACING. REFER TO HI 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 0 8 1-- 9 7 8 9 5 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200. MADISON, WI 537)9), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED P TC DL 7.0 P S F DATE 0 2/ 2 6/ 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING- " IMPORTANT"' FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED] PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY BEY,ATION FRDM THIS DESIGN; ANY FAILURE TO TfY3� F 1� s �� BC DL 10.P S F 0 R W Mcuse oBl 03057417 H C E N G V B/ W P f _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL !� B l L L 0.0 P S F SPEC IiICAT10N PUBLISHED BY THE AMER LEAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST" A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Ajjt 4 1 TOT . L D. 37.0 P S F S E Q N - 1523 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A� *f� D U R . F A C . 1.25 t1 FROM J R H Alpine Engineered Products, inc. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING' RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS p1i Haines City, FL 33544 FL Certificate DE Authorization N 567 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-3995 SECTION 2. N SPACING 24.0 JREF - 1SOM081_Z52 (61230-5U5 2162A - A2A) THIS DW6 PkLPAREO IHUM COMPUTER INPUT (LUAUS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in Bot chord 2x4 SP #2 N :Bl 2x4 SP #1 Dense: roof, wind TC DL — 5.0 psf, wind BC DL — 5.0 psf. Webs 2x4 SP #3 :W4, W5, W6, W7, W8 2x4 SP #2 N: In lieu of Structural panels or rigid ceiling use purlins: to brace all (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) flat TC @ 24" OC, all BC @ 24" OC. scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with Deflection meets L/360 live and L/240 total load. Creep increase factor 0.128x3" gun nails @ 6" OC. for dead load is 1.00. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally WARNING: Furnish a copy of this DWG to the installation contractor. spaced. Attach with (2) 8d nails. Bracing material to be supplied and Special care must be taken during handling, shipping and installation of attached at both ends to a suitable support by erection contractor. trusses. See "WARNING" note below. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 6X6= 6X6= 3X8 � 3X4� A W W 6 F— 6X6 (A) ) (A) —1 6 6 X 6 W (A) (A) W6 (A) W8 9-4-0 B1 3X6(A1) = 2X4 M 3X8= 6X6= 3X4= 6X6= 2X4 III 3X6(A1) R-277 U-238 W=8" R=2121 U-1084 W=8" 1.0-0 _( 13-6-0 R-1109 U-669 W=8" (� 21-0-0 _I, 4-8-0 _I_ 21-0-0 _( 46-8-0 Over 3 Supports 051 PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale=-1875" Ft. ""WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI INSTALLING AND (TRUSS PLATE T C L L 20. D P S F REF F R 0 8 1 A L P I N E INSTITUTE, 583 D'ONOFRIO OR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL 007 BE RESPONSIBLE FOR ANY DEVIATION fROM THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESism SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ,BYASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TD EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ", P. /- �/� tiF"I' ,�1..;y F : '�p / INX 1 NNN•� ii S'fATe`- TC DL BC DL BC L L T 0 T . L D . 7.0 PSF 10.0 PSF 0.0 P S F 37.0 P S F DATE 0 2 / 2 6 / 0 3 DRW HCUSR081 03057418 _ H C E N G V B/ W P F S E 0 N - 1526 D U R . F A C . 1.25 FROM J R H Alpine Engineered Products, Inc. FL Certificate of Authorization # 567 DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IN[ SUITABILITY AND USE OF THIS ANSI/TPICOMPONENTFOR NCLAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER 1f995SECTION2 :;IC>R►�t'� "p ` - SPACING 2 4 . 0 " J R E F - 1 S OM0 8 1 _Z 5 2 (61230-5U5 Z162A - A3A) THIS 0WG PhLPARLU tkUM COMIFO ER INPUI (LUAUS 8 DIMENSIONS) SUBMITTED 8Y ikUSS Hfk. Top chord 2x4 SP #2 N :T3 2x4 SP #1 Dense: But chord 2x4 SP #2 N Webs 2x4 SP #3 :144, W5, W6, W7, W8, W16 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL — 5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. 6X6= 6X6_ T3 A3A T 1-3-5�13-4-0 5X8= 2-4-0 i *9-4-0 3X6(Al) _ R=503 U=308 W—B" 4X4= R=1671 U=865 W-8" V A V = DAD= R-1062 U-632 W=8" 1-0-0 _I 13-6-0 I_ 19-0-4 _I_ 8-8-0 _1_ 9-1-8 _I_ 6-2-4 _1 1 43-0-0 Over 3 Supports 'I Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale .1875" Ft. "HARMING" TRUSSES REOUIRE EXTREME CARE 1N FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S f R E F R 0 8 1-- 9 7 8 9 7 BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OMOFRIO OR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR ID PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �Ry P. F TC DL 7.0 P S F DATE 0 2 / 2 6 / 0 3 STp UCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .. '"IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED tt 'Al BC DL 10.0 P S F D R W HCUSR 081 03057419 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FDR ANY DEVIATION FRDM THIS DESIGN; ANY FAILURE TO l�'S* BUILD THE TRUSSES IN CONFORMANCE KITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f N0. i ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN �` BC LL 0.0 PSF HC-ENG VB/WPF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE AR CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV.. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ; T 0 T . L D . 37.0 P S F S E O N - 1529 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR AN IMGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING $ UA i. OUR. F A C . 1.25 FROM J R H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS FL Certificate of Audwrizatios N 567 ANSI/TPPCOMPONENT 1-1995ANYPARTICULAR2. AR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER _.. - SPACING 24.0" JREF - 1SOMO81_Z52 (61230-5U5 2162A - A4A) THIS DWG PREPARED FRUM COMPUILR INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W5, W6, W7, W8, WIO 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. Right end vertical not exposed to wind pressure. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TIC @ 24" OC,-all BC @ 24" OC. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. 5X8= 3X4= 6X6= 3X6(A1) 4X4= CAD= ra T 2-3-7 t�13-4-0 2-4-0 4= 9-4-0 R=488 U-272 W=8" R=1693 U=947 W=8" R-1056 U-657 W=8" I o�oE 13-6-0 �1 I_ 17-0-0 _i_ 12-8-0 _1, 5-1-8 _1_ 8-2-8 ,1 i iE 43-0-0 Over 3 Supports _1 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 QTY:1 HI 1 E - - Scale=.1875" Ft. ^YARNING"* TRUSSES REQUIRE EXTREME CARE 1N FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F REF R 0 8 1-- 9 7 8 9 8 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 13719). FOR SAFETY PRACTICES PRIOR TO — PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED P.T C DL 7.0 P S F DATE 0 2/ 2 6/ 0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT"' FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S►�Gq �Y BC DL 10.0 PSF DRW HCUSR081 03057420 PRODUCTS INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY fAILURE TO F�.*. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING HANDLING, SHIPPING, INSTALLING ANO *t BC L L 0.0 P S F H C- E N G V B/ W P F ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS W17H APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINER CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALS. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO SI T 0 T . L D . 37.0 P S F S E Q N - 10585 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A�` DR AYINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROJ R H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S�Ot/Ai Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate ofAuLhorization0567 1 ANSI/TPI 1-1995 SECTION 2. ," SPACING 24.0" JREF - 1SOMO81_Z52 (61230-5U5 2162A - A5A) THIS DWG PREPARED TROM COMPUTLk INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W5, W7 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6' OC. (A) 1X4 #3 HEM-F1R or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 6X6= 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL. = 5.0 psf, wind BC OL = 5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ Z4" OC, all BC @ 24" OC. Deflection meets,L/360 live and L/240 total load. Creep increase factor ' for dead load is 1.00. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. 3 X 8 =— 6X6= i 1-2-3 13-4-0 2-4-0 IX6= +9-4-0 3X6(A1) _ --I 6X6= .,— DAo= R-335 11-269 W=8" R-1914 U-946 W=8" R=987 U=617 W=8" 1-0-0 13-6-0 (� 15-0-0 _�_ 14-8-0 _1_ 5-4-0 _ L 8-0-0 3-0-0 Over 3 Supports Note: All Plates Are W2X4 Except As Shown. 0�) PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI i E Scale=.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 P S F R E F R 0 8 1-- 9 7 8 9 9 INSTITUTE, 583 D'ONOFRI0 DR., SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORM]MG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED P TC D L 7.0 P S F DATE 0 2 / 2 6 / 0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �Fy�.� - .., "PORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �t"""'1� BC DL 10.0 PSF DRW HCU$ROB1 03057421 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN *• B C L L 0.0 P S F N C E N G V B/ W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE AR CONNECTORS ARE MADE OF ZOGA ASTM A6S3 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 37.0 P S F S E Q N - 1535 EACH FACE Qi TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COMNE CT ORS PER $Tien - -- DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •`.� �- D U R . F A C . 1.25 FROM J R H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ' 7ppgAL --- Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ` FL Certificate of,huthorizatkm # 567 1 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF 1SOMO81_Z52 (37576-5114 2162A - A7A) TOP CHORD 2x4 SP #2 N :T4 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00` OC, ALL BC @ 24.00- OC. UIIS DWG PREPARLD FROM COMPUIER INPIII (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, )5.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DI. = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X8 F. W4X4 s W6X6 = W4X4 = W5X8 E-- (6 ft T 2- g 9-4-0 W4X6 (A2) 1= W2X4 IA W4X4 m W6X6 $ 143X81s W6X612 W4X6 (R) W W2X4 W 1-0 0 L— 11-0-0 I 24-8-0 I 7-4-0 f'E 43-0-0 Over 2 Supports R-1657 U-940 W-8' PLT TYP. Wave TP1-95 R Design Criteria: TPI STD •`WARNING" TRUSSES REQUIRE EITRIME CANE IN FABRICATION, HANDLING, SHIPPING, INSIAI.IING AND AAACIY6. liffN TO N10 91 (HAMMING INSTALLING ABU AIIACIN6), PUBLISHED UT TPI (TRUSS PLAlt I ASTTTU IE, 6U3 D'DN0fA)0 bA., SU 171 200. MADISON. W) 63I19), FOR SAFt If PRACTICES PRIOR 10 PERFORMING IHf SE fog C IF.- UNLESS OTHERWISE INDICATED, TOP CHORD SNAIL HAVE PROPIRIT AIIACHED STRUCTURAL PAN(IS, U0110M CHOAD SMALL MAY( A PROPf RII A11ACNfD R161U CEIIIN6. —IMPORTANT. FUANISM A COPY Of INI$ DESIGN 10 THE INS1Atl Al 10N CONTAACION. AIPIAf iNGINff RED PRODUCTS, INC. SMALL NOT UE Af SPONSIRII FOR ANY DEVIATION FNOM FINIS DESIGN; ANT IAIIURf 10 BUILD IHE TRUSSES IN CONEORHAWCE WITH IPI; ON fARAICATIN6, NANDI ING, SNIPPING, INSIAII I46 AND NAACING Of INUSSES. TNIS DESIGN CONFORMS WITH APPIICAHIf PROVISIONS Of RD$ (NAIIUNAI DESIGN ALPINE $ fICIFICAIION PUBLISHED UT INf AMERICAN FOREST AND PAPER ASSOCIAIION) AND IPI, At PINE CONNECIDAS ARE MADE Of 20GA AST" A663 GRAD GALT. SIEfI, INCEPT AS NOTED, APPIT CONNf CIORS '10 EACH FACE Of TRUSS ANO UNLESS Of MfAWISf I.00ATIO ON THIS DESIGN, POSITION CORRECTORS PfR DRAWINGS 160 A 7 1ME SIAI ON THIS DRAWING IUDICAIIS ACCEPIANCI Of PROFESSIONAL FN61 Nf [RiNG AIpintlingincercd Products, LTC. 01 SPONs"11 III SOIEIT FDA lllf [ROSS CQMPONfNI DISIGN SHORN. fill SOIIAAIIIIt AND USI DI IDIS 11MIMt'.9VNY, FI. <IINPONI YI fOY ANI PAYFII:UTAY DUIIHING IS INN NISPON�IHIIIIT NI fill MN II Uf Y4 01'.II:NIY, PIN All I1IPI 1 19!F4 -14 11NM %. .. 1 __. . ... .._.. ._. ____.__ ...__........ ... ..__... __..__.._._...._.. ... R-1579 U-870 �19.Ob2 FL 1 E/-/- TC LL 20.0 PSF PF TC DL 7.0 PSF ct°?.Yt BC OL 10.0 PSF *' AAR BC LL 0.0 PSF 9a. s'tPTEC TOT.LD. 37.0 PSF ro Arc° DURJAC. 1.25 SPACING 24.0" PAP Dip Scale—.125"/Ft. REF R081--57887 DATE 04/28/00 DRW IICUSR081 00119140 HC-ENG JWC/WPF SEQN - 10660 FROM JRH (a7576-5114 2162A - ABA) IUIS NG PRI.PAR11) IROM f.OM11111IR INP111 (10APS 6 OINFNSIONS) SUBMITTfB BY TRUSS HFR. TOP CHORD 2x4 SP $2 N :T2, T3 2x4 SP 2400f-2.OE: BOT CHORD 2x4 SP #2 N 4 SP WEBS 2x��3 :W3, W9 2x4 SP #2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W2X4 s W5X8 m W4X4 w W6X6 s W4X4 = 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC OL a 5.0 PSF. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SP K ED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X8 = W4X6(A2) 4X4(R) /I/ W4X4 = W6X6 = W3X8 = W6X6 = W3X6 W2X4 � 1 00 ►— 9-0-0 _1_ 28-8-0 15-4-0 f4 43-0-0 Over 2 Support R-1657 Wa8" PLT TYP. Wave TPI-95 R Des1 n Criteria: TPI STD " WARNING•• TRUSSES REWIRE EXTREME CANE IN FABNICAEION, NARDI. IRG. SNIPPING, INSTAIIING AND BRACING. REFfa TO MIN 91 (HANDLING INSIAL11N6 AND BRACING), PUBLISHED by )it jIRUSS PLATE INSTI10TE, SU3 D-ONOFRIO DR., SUITE 200, MADISON. NI 63719). FOR SAFETY PRACIICES PRIOR 10 MEETS" THESE fUNC110NS. UNLESS DIWRWISE INDICATED, FOP CHORD SRAEE HAVE PROPERLY AI)ACHEO SIRNC702A4 PAY£l S.. BOTTOM CHORD SNAIL MAY( A PROPERLY AIIACUEU RIGID CEILING. 'IMPO.1 I•• FUNNISN A COPY Of THIS DESIGN 10 111E INSIAILATION CONTRACION. AIPIRI INGINIIMfD 'PRODUCTS, INC. SHALL MOT BE NESPONSIBIt (OR ANY IYEYIAIION FRDM THIS RESIGN; ANY IAIIURf TO A _ BUILD IBf TRUSSES IN CONFORMANCE WITH TPI; OB fAUNICATING, NARDI ING, SHIPPING, INSIAIIING AND BRACING DF TRUSSES. fHIS DESIGN CUNTURNS With APPIICABLE PROVISIONS UI NOS (NAII/INAI DESIGN SPf CIF1CAIiON PUBLISHED By FBI AMERICAN FOREST AND PAPER ASSOCIATION) ABU TPI. AIPINL CUNNf C10R5 ABE MADE Of 206A ASTN A653 GN40 GAIY. STEEL, tICLPI AS 40ILU. APPLY COMNf CIORS lO {ACM iA[E OF IAUSS, AND BNIESS OIIIERHt51 IOCAILU ON )HIS DESIGN, POSIIION CONNICIURS PIN I/RAWINGS 16D 11 1. fill SEAT ON IUIS IIBAWING INUICAIIS ACCIPIANCI HE PRIIIISSIONAI INGINIINING AlpineEn610CE:ECIIITT1lducls Inc RL5PONSIU11111 S011ly IDN IN IBNSS CUMPIIIIIR1 DIS1fN SHWR. INI SUIIANII Ily AND U51 DI IRIS I INIIItH E�IIy, Ff. j)W.14 COMPONINI ION ANY PARIICNIAII NU1101NG IS fill RISPO"Joll III III IUI g1llIUING IHl Ir,NIN, PIN ANSI/IPI 11995 III MILE 7. R-1579 T 29-4-0 19.Ob2 FL 1 E -/_ TC LL 20.0 PSF ..y�t PF� TC DL 7.0 PSF *rr* BC DL 10.0 PSF „( BC LL 0.0 PSF zn TOT.LD. 37.0 PSF OUR.FAC. 1.25 SPACING, 24.0" 0 Scale —.125N/Ft. REF R081--57888 DATE 04/28/00 DRW IICUSR081 00119127 HC-ENG JWC/WPF SEON - 10664 FROM JRH 3/n/b-tH4 Z1bZA - AyA TOP CHORD 2x4 SP #1 Dense :T1. T5 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N :B2, B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL — 5.0 PSF. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00' OC. #I HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. W5X8 - W4X4 - W6X6 I-- W2X4 w 1013 UNU rnE rnncu rnvn LvnruiLn /Nrui µvow C UI nEnJI VIIJ1 Ju— LU o 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_g_nalls) TOP CHORD: I ROW @ 12" o.c. BOT CHORD: ]ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. RIGHT END VERTICAL NOT EXPOSED TO WIND. W6X6 s W4X4 - W5X8 - 2 W4X6 C/rl W4X4 = W6X6 = B2 HS412 = B3 W4X4 - W6X6 W3X6 - W2X4 III W4X8(B3) = W4X4 - 1-0-0 -ft=— L_ 7-0-0 32-8-0 _1_3-4-_0- 3-0-0 Over 2 Support R-3329 U-2140 W-8" R-3422 U-2170 2-2-3 i 9-4-0 V PLT TYP. Hi h Stren th,Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 HI 1 E - Scale=.1875" Ft. "«WARNING•" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 PSF R E F R 08 1 - - 7187 INSTITURF TE, 583 D'ONOF0.10 D0.., SUITE 200. IR WADI SON, MI 53119). FOR SAFETY PRACTICES PRIOR 10 SIR UCT UR AL PANELS. UB0110MSCNORD ESNAII HHAYF SA P0.0PERLYOATTAC NEDTOP OR/GYDALL CEILING. PROPERLY ATTACHEDE,R�TP�.+.F� TC DL 7.0 PSF DATE O 7 / 1 9 / O 1 *•IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y,ilFlca� BC DL 10.0 PSF DRW HCUSR081 01200221 PRODUCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO wo �* BUILD THE IR USSES IN CONFORMANCE WITH TPI; OR FABRICA71MG, HANDLING. SHIPPING. INSTALLING AND *i ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN AR BC L L 0.0 P S F H C E N G V B/ W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 STKTE r` T 0 T . L D . 37.0 P S F S E Q N - 13607 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ' .. OLL ORAWL NGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING d'� py D U R . F AC . 1.2S FROM RA Alpin lnecrod Products, InO. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P Ha a City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING S E E ABOVE ry ANSI/TPI 1-1996 SECTION 2. (37576-5114 2162A - CIG) TOP CHORD 2x4 SP 12 N BOT CHORD 2x8 SP 2400f-2.OE WEBS 2x4 SP #3 :W3 2x6 SP #2 N: 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. 1N LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC W4X12 = W4X6(A1) s 1111S PUG PITEPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required E� NAILING SCHEDULE: (0.128x3.0_g_nalls) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: I ROW @ 3" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. THIS GIRDER DESIGNED TO SUPPORT A 43- 0- 0 SPAN HIPSET WITH A 7- 0- 0 SETBACK SYMMETRIC #1 HIP FRAMING TO THE BOTTOM CHORD AT 7- 0- 0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2'0" SPLIT LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. �3309# L 6-6-0 1 6-1-12 1 12-7-12 Over 2 Supports R-2116 U-1360 W-8" 41) 0-6-5 +9-4-0 R-4893 U-3190 W-3.75' PLT TYP. Wave TPI-95 R Des1 n Criteria: TPI STD '•WARNING•• TRUSSES NEOUINE EXTREME CARE 19 FARRICATI ON, MANOI IY" SHIPPING. INSTALLING AND -RACING. NfffR 10 NIN 91 (11—I INC. INSTALLING AND NNACING), POUIISULD NY TPI (iNUSS YL All l N$1 IT Ulf, 503 0.0N0f 910 ON.. SUIT( 200, MADISON. NI 53719), fOR SAFETY PRACTICES PRIOR 10 PENT ORMINS THESE fUNCfl IONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HATE PROPf RIY AIIACHfO SiNUCIUAAl PANELS, NO"'" CHORD SHAII UAff A PROPERLY ATIACNEO 41610 CEILING. IMPORTANT" FIMNISN A COPY OF THIS DESIGN 10 THE INSIALIA7IUN CONIRACIOR. ALPINE iNG1NLf NLO IROIIOC IS, INC. SMALL NOT WE Rf SPONSINit FON ANY DEVIATION FROM INIS O'SIGN; ANY fAlitIRE 10 UU ILD IMf IBus SfS IN CONIORMANCE WITH 1PI; OR 1ANRICAT ING. HANDLING, SHIPPING, INSIAII ING ANIL ALPINE BRACING Of 120SSES. T1115 DESIGN CONIOR"S WI111 APPLICANIE PROVISIONS Of NOS (NATIONAL DESIGN SY[CI1'ICAIION PUUIISHfD UY IN( AMERICAN FOREST AND PAPER ASSOCIAIIDN) AND 1P1. ALPINE COO NI CI ONS All' MAD' OF '-A AST" A6S3 GRAO 114V. SIEEL, EXCIPf AS NOTED. APPLY CONN[CiONS 10 EACH FACE OF TNUSS, AND UNLESS OIIIERWI Sf LOC ALTO ON THIS DESIGN. POSITION CONNECIORS PfR DRAWINGS 160 A 1. IN[ SEAL ON THIS DRAWING INDICAIfS ACCEPIANCE Of PROFESSIONAL ENGINEERING Alpine EnginCCECLI PfodUCIS Inc RfSPONSIBU 11T SoIfLY FOR UIE 11NSS COMPONENT OESICII SHOWN. IDf SUIIAMIIIFI AND USE of INIS I INIIIiLY E'IIy, I'1. .11N E9 f.DMPD11IN1 LOS ANY PANIICIPIAN NHIIOIIING 15 Jill NI]P11"IHII III 111 INI RU110111C IU:1I60110, 1.10 AN;1111'1 I IU94 2. 19.Ob2 FL 1 E - - TC LL 20.0 PSF P F TC OL BC DL 7.0 10.0 PSF PSF *AR $� c�- gTA7E'JF .` ��ONA1- BC LL TOT.LD. 0.0 37.0 PSF PSF DUR.FAC. 1.25 SPACING 24.0" 0 Scale—.375"/Ft. REF R081--57894 DATE 04/28/00 D R W UCUSROBI 00119132 HC-ENG /JWC SEON - 10706 FROM JRH 4/5/b-5H4 2162A - C2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00' OC W4X4= 1`-_-0i Lc 6-6-0 ) 6-1-12 "—12-7-12 Over 2 Supports R-529 W=B" 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL 5.0 PSF, WIND BC OL o 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4A4(t5l) +=- R-460 Ws3.75" --I- 0-6-5 9-4-0 �.5 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 E Scale —.375" Ft. —WARN ING•' TRUSSES Rf OUTAI (1TRf ME CANE IN FABRICATION, NANOt LNG, SNIPPING. INSTAILIRG AND BRACING. BEFf0 TO NIB 91 [HANDLING INSIALIING AND BRACING), PURIISUf0 BY TPI (14USS PLATE T C L L 20.0 PSF REF R 0 8 1 - - 5 7 8 9 5 IRS "'a"' 563 D'OMOF110 OR , SUITE 200, MADISON, NI 53719). FOR SAf ET/ PRACTICES PRIOR TD PEAFORMI N6 iNE SE FBNCIIONS. UNLESS of INDICATED, TOP CHORD SMALL HAVE PROPERLY ATIACNED P SIR UC TUN AI PANELS. T C D L 7.0 PSF DATE 0 4 / 2 8 / 00 BOTTOM CNORO SNAIL NAVE A PROPf RLT AIIACNfD R161D CEILING.^q/�'...��, •IMPORTANT ^ fURNISH A COPT Of THIS OE 516N TO THE IN51 All A710N CONTRACTOR. ALPINE ENGINEERED T1"`•l�• •PHODUC IS, INC. SHALL BC DL 10,0 PSF DRW ALPINE NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD IRE TRUSSES IN CONFORMANCE W11N TPI; OR fABRICATTI., UANOLII16, SNIPPING. INSIALtING AND *� BRACING Of TRUSSES, THIS DESIGN CONFORMS HCUSROB] 00119126 With APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN �Q SPE CIf ICAIIOY PUBLISHED BC LL O.0 PSF HC-ENG JWC/WPF BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' ^^ CONMf[t ORS ARf MADE Of 206A ASTN A653 GRAD 6Al Y. STEft, EACE PT AS NOTED. APPLY CONNECTORS TO n•� �OF � TOT L D 37.0 PSF SE Q N - 10709 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �w1.� .�TA1E DRAWINGS ^C: . . Alpine Engineered Products, Inc. 160 A-Z. IRE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEINI NIT .•may,% RESPONSIBILITY SOIE11 TOR IN[ TRUSS COMPONENT DESIGN SHOWN. IMF SUIIABIIIIV AND USE Of THIS k?NRd COMPOM ISO FOR D UR . F A C . 1.25 FROM JR H Haines City, 1-1 33944 ANY PARIICUlAN BUILDING IS THE RtSPONSIBIIItY OI FBI RUIIDING OESIGNLR, PfR A" mPI 11995 SICTION I. S PA C I HG 2 4 . 0 " 1 ('47576-5H4 2162A - C3) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00' OC, ALL BC @ 24.00" OC. W 6 X 6 � W4X6(R) Nl W 6 X 6 3.9 f—W4X6(R) 11 --1 3.9 1111S DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. I114 A't (E3 1 ) BE I� I_ 3-8 9 11 11 12 11 7 6 I 1 11 12 I 3-4-5 I 12-7-12 Over 2 Supports R-529 W-8` R-460 W=3.75" PLT TYP. Wave TPI-95\R Desi n Criteria TPI STD 7 ALPINE 4-_ - Alpine Engiremed ProdwAs, Inc. I1silles city, F1, 33849 HARMING " !MUSSES NEOHIIIE 111REME CANE IN FABRICATION, HANDLING, SNIPPING, LMSTAIIING AND BRACING. N[ff ll 10 lit 91 ("AMBLING IMSIAItING AND BRACING), POULISHLB MY 1PI 04USS PIATt INSTITUTE, $03 D'011OF218 011— SUITE TOO. HADISOM, W1 53119). fill SAft IY PRACIICLS PRIOR 10 It If Ofi" NG i"ESE fNNC110N1. UNLESS OINtMWISt IRDICAIEU, IOP CUOMO SMAII HAVE PROPIRIl AIIACULD STROCTUNAI PANELS, M01T OM CHORD SHAIt MALE A PRUPIR/Y A11ACUfD RIGID CIIIING. '•IMPORTANT•' FURNISH A COPY Of (MIS DESIGN 70 )ME INSIAILATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SIIALI NU1 NE NE SPOMSIBIE too ANY DEVIA'10N FROM IRIS DESIGN; ANY FAILURE 10 dU 110 IMF TRUSSES IN CONE asNANCf lit It 1P1; OR fANM ICATI NG, MANNIING, SHIPPING, INSIAIIING AND BRACING OE 111 0 SSIS. THIS DESIGN COMIDAMS WilliAPPLICAHIE PROVISIORI lit NOS (NAIIuNAI IIEIIGN SPECIFICATION PUBIISDED MY IN[ ANf MICAN FORISI AND PAPER ASSOCIAI,ON) AND IPI. AIPINI CONNECTORS ARE N"of Of ZOSA ASIN A653 GNAO GAIY. STEEL, tICEPT AS "Otto. APPIT CUMMICIONS f0 EACH FACE Of TRUSS, AND UNLESS OIMERWISE LOCAIED ON THIS DESIGN, POSITION COMMECIORS PEN DRAWINGS 160 A�l, ]NE SE At ON THIS DRAWING INDICATES ACCEPIANCf Of PROFESSIONAL ENGINEERING RISPONSI8 1111Y SOLfIY FOR 1"f TRUSS COMPONENI DESIGN SHOWN, Tilt SUI]ABIIIfY AND USE Of ]HIS COMPONENT folk ANY PAHIICUTAR HUIIDING IS INt RISPONSIN11111 /1f IHL NUIIDIMG Al1IGMt R, PEN ANSI TIP) 11995 Si CTION r. T 0-6-5 9-4-0 19.Ob2 *� �i •r AR ( STP.TE Or FL/i/- TC LL TC DL 8C DL BC LL TOT.LD OUR.FAC. SPACING v - E 20.0 7.0 10.0 0.0 37.0 - PSF PSF PSF PSF PSF Scale —.375" Ft. REF R081--57896 DATE 04/28/00 DRW HCUS0081 00119133 HC-ENG JWC/WPF SEON - 10712 1.25 FROM JRH 24.0" ti.". '114 C.I O'CA - L9 TOP CHORD 2x4 SP 12 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240,00 TOTAL LOAD. W4X6(R) 0 W4X6 = 0-4-3 III1S PUG PRIPARID FROM ComilIIfER INPUT (TOADS S DIMENSIONS) SUBMITTED BY TRUSS HER. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WINO TC DL a 5.0 PSF, WIND BC DL - 5.0 PSF. GIRDER SUPPORTS 6- 0- 0 SPAN TO TC/BC SPLIT ONE FACE AND 2- 0- 0 SPAN"TO TC/BC SPLIT OPPOSITE FACE. C'� 0-5-9 9-4-0 W4X4(A2) W4X4(A1) E.- 4-7-6 _I 3-9-4 I 4-3-2 I t 12-7-12 Over 2 Supports R-936 U-620 W-9.813" R-936 U-620 W-7.063" (P PLT TYP. Wave TPI-95 R Design Criteria: TPI(STO 19.Ob2 FL 1 - E - Scale -.375" Ft. ALPINE AI)11RCnjows ily, I'QEOI3M44,ucts IHC. IlNi/ucNC'ily,fl. 33W44 •'R CRING. •lfikNR U No 91RE!(BANT RING MSTAEIt GAdAND BRACING). PUBLISHEDRBY IPI 1 (INUS91 P` TCD INSIIIUIE, 503 D'OM0FRI0 DR., SUITE 240. MADISOM. WI S3719), FOR SAFETY PRACTICES PRIOR TO PERFORNI NG TOE SE FUNCTIONS. UNLESS OTIIERNISE INDICATED, TOP CHORD SAME HAVE PROPERTY AIIACHLD 5.14OCIORAL PANELS, BOTTOM CROAD SMML HAVE A PROPERLY AIIACHEO RIGID CEILING. " IMPORTANT" FUN ISN A COPY Of THIS DESIGN TO 1NE INSIM.LT ION CONTRACTOR. ALPINE ENGINEERED PRUUUI:T S, INC, SNAIL NOT UE RE SPOMSIdIE FOR ANY UfMIAT1UY FROM fNli DESIGN; ANY IAII. URE 10 NB11D INf TRUSSES IIICONIORHANCL WITH 1P1; OilfABRICAIING, HARMING, SHIPPING, IRSIALEING AND RACING Of 7lUSSCS. THIS DESIGN CIINFORMS MIEN APPLICABLE PROVISIONS OF NOS IMMORAL DESIGtl SPC[ITICT TUN PURL ISNEU BY THE AMf R ICAN f0R[SI AND PAPER ASSOCIATION) AND 1P1. MPINE CONNECTORS ARE HAD GR Of 2OGA ASTM A653 40 GMV. STEEL, LICEPT AS NOTED. APPLY CONNECTORS TO LAC M FACE OF TRUSS, AMID UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE Sf AI ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NESPONS181111T SOIEtT fog THE T8OS5 COMPONENT DESIGN SHOWN. ENE S011ABILITY AND OSE Of THIS COMPONENT FOR ARI PAR IICUI AN HULLOING IS IN[ RE SPONSIDII IIT Of 111E OU 11 DING Uf$16$10. PIN ANSI/IPI 1 1995 SILIION 7. P. 1F �' j �'.�. ', ' rc l� a74NA�- TC TC BC BC TOT.LO. LL DL DL LL 20.0 7,0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081- -57897 DATE 04/28/00 DRW HCUSRO81 00119134 HC LNG JWC/WPF SEQN - 10727 D UR . FA C . 1 .25 FROM JR H SPACING 24.00 A/3f0-DIlq 41OZA - U1 11115 UWG PRLPARtO 1ROM COMPLIUR INPUI (LUAUS 6 UIMtM TUNS) NIJUM11ItV ITT IRIISS nrK. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC W 4 X 4 a 110 MPH WIND, 15.00 FT MEAN IIGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W2X4 " 6(— 6 W2X4 111 III 13-4-0 W2X4 W2X4(A1) m W2X4 III W2X4 III W2X4(Al) 11 0 01.11-3-1 2� 1 .11 :I-1?_ I I (I (yJ L- 4-10-0 _I- 4-10-0 _1 �-E 9-8-0 Over 2 Supports R-412 U-280 W-3.5" R=412 U-280 W-3.5" PLT TYP, Wave TPI-95 R Design Criteria: TPI STD ••WARNING" TRUSSES 011011111E EXTREME CARE 11 FABRICATION, MARK IMS. SNIPPING, IM5TAILING AND BRACING. REFER TO Hill91 (HANDLING INSTALLING AND BRACING). PUB115UEU BY TPI (1NU55 PIAIL IN IUIE, 683 D'OND(R10 DR.. SUITE 200, MADISON. YI $3119). FOR SAf LTY PRACTICES PRIOR 10 PERf GAMING THESE FUNCTIONS. UNLESS OTMERYISt INDICATED, TOP CHORD SNAIL NAVE PROPEA,Y AIIACNED SIRtlCTUR Al. 1A1EL S. BOTTOM CYOAD SHAtI NAVE A PMOPEHtT AIIACNEO RIGID CEIIING. ••IMPORTANT•• fWNISH A COPY Of TNIS DES64 TO TOIL INSTAILA1011 CONIAACIOR. ALPINE fN61Nf1RfD PRODUCTS. INC. SMALL NOT Of RESPOWSIOLE FOR ANY DEVIATION FROM IN15 DESIGN; AN FAILURE 10 B11110 THE TRUSSES 11 CONFOAMANC WITH P.; OR FA AT N D N 1 ►. 6 A N ALPINE E 1 i 1, BRIE AN 11 6 S IP IN , INSI LtiDG AND BRACING Itl6 OF TRUSSES THIS DESIGN CONF OAKS YIiN APPLICABLE PROVISIONS OF NOS (tlA110MA1 DESIGN SPECIFICATION PUBLISHED BY 1NE AMERICAN FUNISI AND PAPER ASSOCIATION) AND 1P1. ALPINE CONNE CI OHS AAE MADE OF 204A ASIM A653 6240 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTDRS TO LACY FACE Of TRUSS, AND UNLESS OTHERWISE tUCAIED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.?. TNf SEAL ON THIS DRAPING INDICATES ACCEPTANCE Of PROFf SS10NAl ENGINEERING Alpine Engineered Prothicls,Inc. RISPONSIBitilT SOIEIT l0R THE IBIS$ C118PUNfN1 DESIGN SHOWN. THE SUIIABI(III AND US[ Of THIS I1NiMa C1Iy,F1, 31844 COMPUMINI fOM ANY PAMIICUTAM BUIIOING 15 IME M1SP0tl51BIIIIY IM fill RUIIDING I115164101, PfR ANSIfiPI 11995 SICIIDN 7. 19.Ob2 FL 1/-/-/E/-/- TC LL 20.0 PSF P. 1!frt* AR rKlg OF ;� S.f TC OL BC DL BC LL TOT.LD. 7.0 10.0 0.0 37.0 PSF PSF PSF PSF DOR.FAC. 1.25 SPACING 24.0" C4� Scale-.375"/Ft. REF R081--57899 DATE 04/28/00 D R W HCUSR081 00119135 HC-ENG JWC/WPF SEQN - 10697 FROM JRH (V 576-5H4 2162A - D2) IIIIS IIIIIG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MfR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DOR.FAC.-1.25) TC From 128 PLF at -1.00 to 128 PI-F at 10.67 BC From 20 PLF at 0,00 to 20 PLF at 9.67 REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. W4X4= 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL m 5.0 PSF, WIND BC DL v 5.0 PSF. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 1N LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. I,►-o-0,1E-3-1 31 I.1-3-12_I`1-o-o I I< 4-10-0 I 4-10-0 I< 9-8-0 Over 2 Supports R-843 U-440 W-3.5" R-843 U-440 W-3.5` Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD '• WARN ING•' TRUSSES Rf UUIXE EITREMf CARE IN FABRICATION, IIANDIIMG, SHIPPING, INSTALLING AND I:AC1NG. A(Ffit 7U 1110 91 (HANU[ING INSIAttiNG AND BRACING), PUBIISDIU BY IP1 (TRUSS PIAII 1 YSTI IV I[, 503 D'ONUf NIO DR., SUITE 200. MADISON, NI 53119). FOR SAf[IV PRACIICIS PRIOR 10 P(NFURMING 11t(SE ftlNL110YS. UNLESS DINE AM15f IY1), CAIf0, TOP CHORD SIIAII IIAY[ PR014111 Y AIIACRIO S7R UC7 DNA PANE IS. 0011OM CMORD SNA1.1 HAVE A PAOPfALY AIIACUEU RIGID CEILING. "IMVON TART " I"Avi511 A COPY of 1NIS DESIGN 10 lH( INSIAIIAIION CONIRACIUR. AIPIN[ LNGIRtt RIU PRODUCTS, INC. SNAIL NOT Of RESPUYSIBIf FOp ANY DIYIA110N I'll ON IUIS D(SIGN; ANI IAIIURE 10 BUIID THE ]BUSSES IM CONFORMANCE O0.MANC! YI TX 1P1; OA IAtlAiCAT ING, RANDt ING, SHIPPING, INSIAIIING AND ALPINE BRACING Of TRUSSES. THIS DESIGN CONfORMS Willi APPLICABLE PROVISIONS Of NOS p1AlI0NAl DESIGN SPEC If ICA110N PUBLISHED BY THE AMERICAN fOR[SI AND PAPER ASSOCIATION) AND TPI. AIPINE CUYN[CI OR ARE MADE Of 20GA ASTM A653 G240 GAIV. STE(l, EECEPI AS WED. APPL1 CONNECTORS TD EACH FACE OF TRUSS, AND UNLESS OTHERWISE IOCAIED ON IIIIS DESIGN, POSITION CONY[CIORS PER DRAWINGS 160 A 1. lilt SCAT ON 1111S DRAWING INDICAItS ACC(PTANU Of PNUIISSIDNAI fNGIM1IRING NC. RfSP(ERSEBEIEIY SBIIIT IMi IMF IAUSS I.Dl"'01"I I11SIF,N SNIIWA. INS1111ABII111 AND USI DI IBIS AlpillcGlgirEccrc[!Pf(IJIIcIs,I Ilui"LiNCily,11, .33844 l.UMh11pI N1 INN ANY PAN11f.UTAN Mill Ai NG IS Jul RISPIINSIUIIIIY 111 lilt IIU II UI NI: UI ', If,NI N, 11111 AN:IIII'I 1 IN94 MCIIUN 7. 13-4-0 19.Ob2 FL 1 E TC LL 20.0 PSF P. TC DL 7.0 PSF r N* BC OL 10.0 PSF AR *� BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR . FAC . 1.25 SPACING 24 . n" u CLP) Scale @.375"/Ft. REF R081--57900 DATE 04/28/00 DRW IICIISROBI 00119136 HC-ENG JWC/WPF SEQN - 10701 FROM JRH (3.1576-5114 2162A - EJ7A 1111S DA, PREPARED FROM COMPIITER INPUT (1.0ADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP J2 N WEBS 2x4 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC W4X41-- -1 6 L1-0-0 1, —1 7-0-12 ti - L— 6-6-0 ,o1_ --1-0-0 Over 3 Supports R-331 U-200 W—B" PLT TYP. Wave TPI-95\R ALPINE Alpine Engineered Pfnducls,Inc. l In fift lefty, FI. 1.1R44 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 12-4-4 R=13 U=180 3-4-3 9-4-0 R-228 U-180 teria: TPIISTD) 19.Ob2 "WARNING— 111155ES NfOI1RE EIAT*[ CARE 11 FABRICATION, HANDLING, SHIPPING. INSIAII IN6 AND OAAC IN6. 1Ef E1 TO N11.91 IWANW 1NG iNSIAII IYG ASO MAC)"). POOL ISNfD WY 1P1 I1R05S P1411 INST179 S13 O'OYOf110 U11., So If 200, MADISON. NI 53119), FDA SAfill PRACIICIS PRIOR 10 PERf DARING TIIESf fONC11AYS. UNLESS Oi1ER11SE INDICATED. TOP CROWD SWAM NAIL PROPLAI.I A1IACBLD STRUCIUSAl ►AAEL S, BOt1011 CN010 SNAIL BAIT A PROPL1tV AITACHfO N161D Clil IN6. " INPORIA017 •' FURNISM A COPY Of THIS DESIGN TO THE INSTAIIA110A CONTRACTOR, AIPIAL ENGINEERED PIODYCTS, INC. SHALL NOT Of AESPONSIBIE ION ANT DEVIATION f&ON THIS DESIGN; AA) IAIINIL 10 99110 191 IRISSES IN CONFORMANCE WIIN T►1: OR fAB11CAIING, HANOI ING. SNIPPING. INSTALL IN6 AND OIACTI6 Of 11USSES. THIS DESIGN CONFORMS With APPI.[CABLE PROVISIONS OF N05 (NATIONAL DESIGN S►EC If(CATION PUBLISHED BY 111E AMERICA% FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ATE MADE Of 186A ASIR A653 6140 GAII. STILL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF I1USS. AND ONLESS OTIIEIWISE LOCATED OR THIS Of S16N, POSITION CONNECTORS PEA OXAV106S 160 A I. TNL SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROfESSIDIAL ENGIIIERIN6 R(SPONSIBIII)Y SOIEIY FOR 111E TRUSS COMPONENT OISIGN SHOWN, THE SU II AS II I I Y AND USE Of IIt IS CDMPO1f YI F00 ANT PANIKIIIAN BUILDING IS lOf NIS/ONS1611111 lit TNT BALLOT Yf, HI SIGMIN, PIN AN51111-1 1 199% SICCIIn11 1. FL/1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING M ON Scale—.375"/Ft. REF R081--57901 DATE 04/28/00 D R W HCUSR081 00119137 HC-ENG JWC/WPF SEQN - 10737 FROM JRH Ia, To; Dave Richards, City of Sanford Engineering Division. Dave This is a copy of the corrected grading plan for lots Lots 11 thru 14. The lot finish grade was corrected in the field and will be as shown on the final 'As -Built' drawings when they are to be turned in to the City. Meanwhile, this was the only correction to the tot grades that was brought to our attention by the contractor. Tam 36s A �s -a 1 I I ! to IIn Iru � I �--� I I _j to al NCD L----J L----J 0 off' O . OA EWP ELEV ELEV v ELEV \E7 oL . �.� ELE �� I I CD `j EMM J I I F Q Li U a- � HUJ rr^�' A E " W ► 041. 32+00 33+00 m 9.7 9.4_ .. cv —_ m Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.As Updated: 3/18/2002 PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX 1 MASTER FILE NUMBER 1 T' IINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 2- JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0020 11000 3 INSTALLATION DETAIL W!#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION IFLEX0029 11000 INDEX MASTER FILE NUMBER 2 IFLEX0020 j1000 4 JINSTALLATION DETAIL WITAPCONS HORZ. SLIDING FLANGE WINDOW INDEX'--- 5 MASTER FILE NUMBER 3 INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0016 11000,1600 & 2000 6 JINSTALLATION DETAIL W!#8 SCREWS IFLEX0026 11000,1500 & 2000 INDEX 7 MASTER FILE NUMBER 4 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 1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1750 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,1750 & 2000 INDEX 12 MASTER FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS IFLEX0021 1500,1000 & 2000 13 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS IFLEX0027 1500,1000 & 2000 INDEX,, 14 . MASTER FILE NUMBER 6 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 / 1500 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 1000 11500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFIN 1000 11500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1100011500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES liVMFLG 1000 / 1500 22 FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES jiVMHMFLG 11000 / 1500 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 26 FLANGE VERTICAL MULUON INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 214MFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFIN 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMF 2000 31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES ZVMFLG 2000 f Page 1 of 1 ni1sniste"d' TEST REPORTS AUTT WINDOWS BY "RIDA 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" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW 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 BY DT.•CRS ONE BY VOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE t WOOD BUCK STUCCO J HY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.)_ (SEE NOTES) VINDOv HEIGHT PERIMETER CAULK By OTHERS CNE BY WOOD CONCRETE OR BUCK 81 OtnERT MA;pQ.Rr OPEN1� CAULK BETWEEN WOOD sr OTHERS BUCK t HAS*Y. OPENING BUCK WIDTH 1-v.• NIN BY OTHERS j aAc�4:nr SHIN AS PEO'D. D INSTALLATION ANCHOP FLANGE TYPE 1/4' MAX. 3ii6' 01A. TAPCON WINDOW FRANC (SEE NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATIDN ANCHOR 3/16' DIA. TAPCON SHOWN (SEE NOTE 9) v { I HIN. GLASS (TYP.) I C EMBEDMENT (SEE NOTES) \ O --I EF v CAULK BETWEEN V WINDOW FLANGE I, WOOD BUCK PERIMETER SHIM AS REO'D. CAULK I/4• MAX. BY OTHERS (SEE NOTES) WINDOW WIDTH I FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEEN HEADER VODD BUCK t SECTION B-B MAS'Y. OPENING Br OTHERS DUCK HEIGHT WINDOW HGT. I FLANGE TYPE I K- WINDOW FRANC SILL �+---- WINDOW W T H. ELF VATION VIEWED FROM EXTERIOR SILL STOOL 8Y OTHERS O•y+' CAULK BETWEEN � �• LlINDOW FLANGE PRECAST SILL �� t ➢RECAST SILL Hr OTHERS �v W/VULKEM 116 ADMESIvE CAULK �j OR APROVED COL. SECTION A -A Cr' _,tNVA 4 .4 212002 TAPCON LOCATION CHART CALL TIP TO LOCAT,ONS :\ RCA ILOCATIONS IN JAMS UP TO =T0 UP TO IF TO SIZE TIP 50 A3= -C.Dr SOPSF 7 r D22 74 x 26 C.0 IJ t,J 023 )s % 3L 3/8 C.v B..O.E I,J.K.L I,J.K,L I ). x 30 3/6 C.0 B:A.E 032 106 1/. % D33 11G6 I/. X 38 3/e, B.C.0 . I ='.D.E I I,J.KA I,J.K.L 113, 106 t/. % I • B.C.C.E I +.? C ::E.= LJ.K,L G.nJ.J.K. T22 III X e . _.�. .L U . T23 "I X 3e 3/3 B.C.- + _ � D.E.F I,J.K.L I I.J.K.) i 4 Itt I ! B.1c.D.E +.?.C.DE.F I,J.K.L IJK M2 4 A : .'.A " .L .J A I,J.K,L M3 120 x 3e 3/6 B.c.C.E A C.O.Ef LJX.L , LJ.K;L { 1 x ! A;B.C.%.E.F +•_,C.D.E.F O.M I.J N 1 I J K 6020 72 x 24 .J I.J.J 6030 72 X 36 C.D B.C.D� u I.K.L 7 4. C,O B.C.D.E Ij L 1.J.K.L e4 X 24 1 7030 e. x 36 B.0 E I E.C.D.E I,J.K,L I.J.K.L 7040 84 x 4! B.G:.L ?C.D.E I,J.K,L I,J.K.L 96 x 2• _ e030 96 X 36 B.C.C.E B C.D.E I,J,x,i 1,J.K.L s 4• B.C..^..E 4.B.C.DE.F f.J.K; G H I J.K 1 9020 108 X 24 a. LJ 1.J.K,L 9030 toe % 36 B.C.��.E 3.C,O.E I,J.K,L I,J,K,L on.0 VIA X 4. BCC A.B.C.^..E.F I K 1 K 1 10020 120 x 24 .� -.. Ia IJ,K.L ,D030 I 120 X Sd B.G.C.E I A.':.C,D.E.i I,J.K.L I,J.K.L 10040 120 x 46 B.C.E' - A,c,C.DE s I,J,K,L I.J.K.L NOTES' 1) SHIM AS REO'D. AT EAC'1 INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. . 2) WINDOW FRAME MATERIA-: ALL:M•NUM A-LOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MR(. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE_ 4) USE SIUCONIZEO ACRr_K: CAULK BEHIND WINDOW F;ANGE AT HEAD JABS. SILL MUST BE ATTACHED TO THE SUBSTRATE WOO VULKEM 116 ADMESWE CAULK OR A.PRMED EOUAL. H S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR -� OF WINDOW FLANGE. ' 6) IF EXACT wINDOw SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY.LISTED VATm NEXT LARGER SIZE, FOR TH•.E APPROPRIATE DESIGN PRESSURE REOA. ..J B 7) CLASS THICKNESS MAY WARY PE2 THE REOUIREMEN-S OF ASTM E1300 OLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION C: AR'. INDICATE WHERE TAPCON ANCHORS -ARE TO EE INSTAL,_EO WHEN US,NG THE EXTERIOR ELEVATION AS A KEY, L 9) ALL FACTORY APPLIED TOLES AOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED w,'+ (L STREWS OF SUFF$C1E\' LTH. TO PPOVWE NO.. 3/! AN. EMBEDMENT TNT,? WOOD SUCK, 10) APPLICATION OF VULKEv IIE A.rMESN: CAULK AT FRAME SILL MUST COMPLY WITH SEM,AN' MANUFACTUPE?'S RECDMMEN0AT10NS. 11) WHERE WINDOW IS INS'+' -LED 1% MASONRY OPENING WITH A STRUCTUAL Two BY BUCK. USE i'O SCF. NS OF SUFFICIENT _-NGtm TO ACHIEVE 1-3/9' MIN. EMBEDME>+T AT A'.L MS:ALLJLTION FAT_ 'ENEG LOCATIONS. JJ:TE 260. K C3v, r._':DA i3744 SHEATHING CAULK BCTvEEN BY CTHCRS V(NDOv F(N t SHEATHING INSTALLATION ANCHOR s9 SCREW --t STUC:J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) `2 (SCE NOTC 7) WINDOW HEIGHT PERIMETER CAULK BT OTHERS MIN. TWO BY WOOD DHENTr /— BY OTHERS INSTALLATION II ANCHOR s8 SCREW STUC2 OR SIDING By OTHERS CAULK BETWEEN f WINDOW FIN L SHEATHING SHEATHING BY OTHERS EMBEDMENT SECTION A —A f 1/4' MAX. SHIM SPACE SHIM AS REO'D. (SEE NOTES) FIN TYPE WINDOW FRAME MEADER 1 VINDOV RIGHT VINDDW WIDTH Z411 ac. 11 MAX. (TTP.> r . 7 EOUALLY SPACE ANCHORS 1 (TYP.) _ VINDOV WIDTH TWO BY vOOD BY OTHERS SHIM AS REO'D. (SEE NOTES) 1/t' MAX, SH!M SPACE CAULK BETWEEN WINDOW FIN L SHEATHING GLAZING (TTPJJ (SEE NOTE 7) PER!METER J CAULK `HEATHING BY OTHERS BY OTHERSFIN TYPE VIND0v FRAME JAMB STUCCO 0:. SIDING BY INSTALLATION OTHERS ANCHOR A9 SCREW SECTION E-B 1• MIN. EMBEDMENT — f 24. O.C. 6 MAX. FIN TYPE MAX. (TYP.) I�(TTPJ WINDOW FRAME 6• MAX. (TYP.) SILL LEVATION VIEW MLXILKIUK MARBLE SILL STOOL BY L ��++ OTHERS.rs,;)�.+�J.4i. NOT•s. 1) SHIM AS REO'D. ADJACENT TO. EACH INSTALLATK)N AbCHCP. MAX. ALLOWABLE SHIN STACK TO di UCTlr-x, ^ N pp j BE ,/t . .��.� . to 2) INn00w FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION wOODN ANCHOR MUST BER BE of sUFFic:£Nr LTH. To A_wEVE MIN. £Wa£o((ENT OF ,- INTO w00D FRAME MEMBER. +'ti' EMU 4) USE SKJCONIZED ACRYLIC CAULK BEwNO WINDOW F;N A' MEAD. SILL i JAMSS. �- / --_+ ----• 5) USE SL)CONIZED ACRYLIC CAULK FOR P£P:vETEA SEAS AROUND EXTERIOR OF VANDOW FRAME. SHIM «A �� \ 6) CLASS THICKNESS MAY VARY PER THE RE4JIREMENTS Or ASTM E1300 GLASS CHARTS.. SPACE MAX. 7) INSTALL INSTALLATION FASTENERS AT 6- MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF 1113TALLATIONS. Yr-M ANCHOR SPACING AS STATED, IS 70.0 PS,' FOR ALL AVAILABLE SIZES UP TO 73' X 71' M:,X, SHIM AS REO'0. (SEE NOTrt, TWO BY WOOD By OTHERS ►RCPARED It: PRODUCT L APPLICATION CNGINEER04. IMC.. ZSO INTERNATIONAL ►KVT.• SUITE 25O. NEA'4M. FLCW:DA 72746 PHDC 4)7 WS-1363 FAX +07 M-735 s SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN L SHEATHING ANCMOR INSTALLATION R8 SCREW STUCCO SIDING BBT OTHERS —� ►ERIMETER I CAULK. + Br OTHERS GLAZI(SEE NOTE 7)� WINDOW HEIGHT PERIMETER CAULK IT OTHERS TWO BT WOOD BY OTHERS iEM5E3HENT` �II Y A I 1/{• MAX. SHIN SPACE ----SHIM AS RCO'D FIN TYPE (SEE NOTES) WINDOW FRAME HEADER FIN TYPE WINDOW FRANC SILL MARBLE SILL STOOL BY OTHERS WINDOW WIDTH �(2t• D.C. Ff- WINDOW HEIGHT {R L 1i(• MAX. SHIN SPACE INSTALLATION ANCHOR R8 SCREW SHIN AS REO'D. STUCCO OR (SEE NOTES) SIDING IT OTHERS CAULK BETWEEN i WINDOW FIN I'MIN 1, SHATHING SHEATHING EMBEDMENT TWO 8r WOOD BY OTHERS BY OTHERS F I SECTION A —A II(TYP.) I N FF// B '-•�31) S14M AS REO'D. ADJACENT TO EACH R•STALUTHON ANCHOR. ({ 6' .A. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2A' O.C. (TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 063. MAX. (TYP.) '.) INSTALLATION ANCHOR MUST BE OF SUFFICENT LTH. TO FRAME MEMBER WINDOW WIDTH TWO BY WOOD By OTHERS SHIM AS REO'D. —� (SEE NOTES) GLAZING (TYP:) (SEE NOTE 7) FIN TYPE WINDOW FRAME JAMB 714• MAX. CAULK BETWEEN HEFIN SH)N SPACE & SHEATHING 1' KIN. EMBEDMENT _ f --7 EOUALLY SPACE 1 ANCHORS (TYP.) L SHEATHING BT OTHERS PERIMETER CALK INSTALLATION Hr OTHERS STUCCO OR ANCHOR ■3 SCREW SIDING BY OTHERS SECTION 8-8 5 MAX.(TYP.) ACHIM MIN, EMBEDMENT OF T INTO w0o0 A) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW AN AT WAD - SILL k JAMBS. L VA IT IO N =) USE SKJCONIZED ACRvUC CALXX FOR FERIMETER SEAL AROUND M X RIOR EXTERIOR OF WRIDOW FRAME. VIEW 6) GLASS THICKNESS MAY VARY PER THE REOvAEMENTS Or ASTM _ E1300 CUSS CHARTS. A. �.a11i 7) INSTALL INSTALLATION FATENERS AT 6' MAX. FROM CORNERS a� AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF T��7 Imo► INSTALLATIONS wIT.1 ANCH')R SPACING AS STATED. IS 70.0 PSF twly �1.+ n•-L 1 Y.I:i'.�.iY.. 1j FOR ALL rJAIUe--E SIZES UP TO 119' X 119 5/8' IAA. LoR,a M # RNATIONAL. INC qN DESCRIPTION DATE INI FLORIDA EXTRUDERS' SANFORD. FLORIDA TITLE: INSTALLATION DETA7.L Wi x8 SCREWS HORZ. SLIDING FIN WINDDW XOX CONFIGURATION- SERIES 1000 "DRAWN BY: BB ARPROVED BY: DATE:12i17i01 SCALE: N. T. S. D►�G.: FLEX0029 PREPARED 11: PRODUCT t AP►LICATION E+blt[ERING• INC.• 2S0 INTERNATIONAL KVT. SITE M. HEATHR3w, T_7MDA 327A6 PHONE A07 40 -0M3 7AA -07 /'-"+-OMi ONE BY WOOD CONCRETE OR TAPCON LOCATION CHART CONCRETE OR CAULK BETWEEN WOOD INSTALLATION ANCHOR DUCK H+ OTHERS mASO'�Y OPENING LOCATIONS IN HEADLOCATION IN JAMB MASONRY OPENING BUCK 1 MAS"Y. RP -MIND 3i16- D1A_ TAPCON 2r OTHERS CALL TIP TO BY OTHERS BY OTHERS B.V. 1-v.• MIN _ TO 5To O J oxl (BUCK WIDTH) I 'j t.uaNcMr SIZE TIP TO TO TO TO TO TO ONE By W000 iJa• SHin -..• '•acr 7^ F 'v 7 7 BUCK BY BIERS SPACE 14AX. IN2 26 1/2 x 26 C C C C.M GM .A G (] 1-1/4- MIN. FLANGE TYPE I lK3 26 1/2 1 38 3/a C C C G.H CM G.H EAULK BETWEEN EMBEDMENT WINDOW FRAME SMIM AS QED'D I lhi 26 1/2 x 50 5/8 C C C G.M GAM G.n.0 F p G JAM3 SEC NOTES) I I 1H.5 25 1/2 x 56 1/• C C C G.M G.M G.rtJ.J WINDOW 1. IN5 26 1/2 X 63 C C C GM GMJ.J G.MJ.J a WOOD DICK INSTALLATION ANCKDP. ILIA 26 +/2 x 72 C C C GM G.HJ.J G.*..I.J \ 3i16' Dl^ TAPCON 0 2 x 26 :N !+ 1J4• SHIM 23 37 x 38 3/1 C C C GM G.!N GM SPACE MAX., 24 37 x 50 5/3 C C C GM G,MJ.J G �J.J RIGID V1N•L '45 37 x 56 1/4 C C C G.H G.MJ.J Gr.J CtAZTNG BEAD J 25 37 2 63 C C C GM D.MJJ G.rJ,d GLASS c7rP.) 26 3? x 72 C C C G.MJ.J G.H,I.J C f G.HJ.J (SEE NOTES) -} 1/a x 3 M 1 p 33 S3+1/8 x 38 3/a C 2.0 I G.n G.H GMJJ �' 4 5S 1/3 x 56 5/8 C B.c _=.0 Mj G.HJ.J GMJJ STUCCO l 345 53 1/a x 56 1/. C B.c ?.c G.MJ.J G.HJ.J BY STUCCO 35 53 V6 x 63 C a.0 e.0 GMJ.J G.HJ.J EF.G.H Lj Swim AS REO"D. 6 3 7/ 1 7 C B.0 -=.0 GM.I,J E.F,GM I,J E.F.GMAJ PERIMETER (SEE 1NGTES) D22 23 .L 1 + CA(AK B.H. CAULK BETWEEN 74 x 38 3/a B.0 B.0 !B.C,O G'H G.MJ.J G.MJ.J WINDOW FLANGE 024 74 x 503/a B.0 S.0 A.S.C.D G.M'u GMJ.J E.F,G.Mu W.M. BY OTHERS (BUCK A,?.C.D G.HJ.J t.f.G.MJJ E.F....MJJ (WINDOW a 1.�D BUCK a D245 74 x 56 3 B.0 B.0 FLANGE TYPE "EIGHT) 74 x 67 B� B.0 A,?.C.D G.N,I,J E.F,GMJ.J E,i,G,H,LJ• 74 x 72 e.0 e.0 1 HEIGHT) HEADER FRANC PERIMETER !? �.D GJ4!.J E.: •G.n J.J F F G M Ip DEADER CAULK STUCCO I 20ARON 4 1 4 :+ GLASS (TIP.) BY OTHERS BY OTHERS .2V.t 24 x 36 C C 1t C G,H GM G H (SEE NOTES) 2OM40M 24 X 48 C C C GM GM I G.H W.V. 2OW46M 24 x 54 C c C G,H GM G. I.J (VINDOW WIDTH) CAULK BETWEEN 206150M 24 x 60 C C c G.n GM G.HJ.J Yp0^ BUCK t 1—row 7. x 72 C C C I GM G.H Ij • -! i SECTION B—Upp MAS'Y OPENING 30x20w 36 x 24 M Gm + Br OTHERS 3OM30M 36 % 36 C C C G.M G.n G.H RIGID VINYL NO_Sww A$ REO'D. AT EACH wSTALUt10N A!N:MOR. MAX. ALLOWABLE 3OM40w 36 X 46 C C C CM G.MJ.J - GMJ.J t ) GLAZING BEAD SMM STACK TO BE 1/4'. 30M46w 36 x 54 C C C G.M GMJ.J G.MJ.J (TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 330W6w60M 36 x 60 C C C GM GMJ.J G.M,1„1 0w 36 x 72 C C C GMl.J G.HJ.J Ef.G.HJ.J 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. V. PERIMETER FLANGE TYPE EMBEOMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4OM30M 48 X 36 C C I S.c G.H G.H G.M,1,J CAULK WINDOW FRAME 4) USE SXJCONIZEO ACRYLIC CAULK BEHR40 WINDOW FLANGE AT HEAD 4OU40M 48 X 48 C C e.0 G.H G,MJ-1 G.MJ•J BY OTHERS JAMBS. SILL MUST BE ATTACMED TO THE SUBSTRATE WRM VULKEM 4OU46M 48 X 54 C C SIX G.M G•MJ,J GJ4J,J SILL 116 ADMESP4S CAULK OR APPROvED EOUAL. at3M5JM 48 x 60 C C 9.0 G.HJ.J G.NJ,J E.F.G.MJ.J 51 USE SILICOHIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND 4OM60M 45 X 72 C C ?•C G.H u E.i G.M.I.Jtrawl, E%TERIOR OF WINDOW FLANGE. s c ,n .M M C 6) li EXACT wIN00w 512E 1S N07 L15tE0 W AwMOR CHART. USE 46M30w 54 x 36 C B,C 3.0 G:H G.n G,n,tJ ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOP. THE 4SM40M 54 x 46 C B.0 B.0 G. G.MJ.J GMJ.J APPROPRW'E DESIGN PRESSURE REO'D 46Ma6M 54 X 54 C e.0 S.0 G.HJ.J G,M).J E.F.GMJ.J 46M5pw 54 X 60 C B.C. E.0 G.HJ.J G,nJ.J C.f,G.M.0 7) GLASS THICKNESS MAY VARY PER THE REOUREMENTS OF ASTM E1300 4 SA x 7 C C ?.0 HI f MI F M Q GLASS CHARTS. SOM OM % 4 B.0 GM G.H G,M CAULK BETWEEN O 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART 840"TE SCw30w 60 X 36 C III B.0 G.H GM GMJ.J WINDOW FLANGE V WHERE TAPCOM ANCHM ARE TO BE INSTALLED WHEN USING THE 5OU40M 60 X 48 C e.0 e.0 G.n G.MJJ G.H.0 B PRECAST SILL EXTERIOR ELEVATION AS A KEY. SOM46M 6c X 54 C H.0 -.0 G,M,1.J G.HJ,J E.F.GMJ.J WJVULKEN 116 PRECAST SILL SECTION Fi—A 9) ALL FACTORY APPLIED MIRE$ NOT OE51GMu1TE0 ioR tA:CON ANCHOR 5(K(SpM 60 X so C B.0 EX G.14.I,J O.MJJ E.F,G.n.0 ADMESIVC CAULK BY OTHERS SHOULD BE FILLED MXTN 18 SCREWS OF SUFFICIENT LTH. TO PROVIDE sOM60w 60 x 72 C B.0 2.0 G.MJ.J E.f.GM!.J E f.GMJ.J OR ^PROVED EOL. - MIN. 5/8 IN. EMBEDMENT 1M0 WOOD BUCK.3.M H 56wSOM 66 x 36 e : B C A.C. GM G.M G.HJ.J — $NE EAULK AT FnAw= SX3. MUST - B A C; G H GMJJ G H I J I0W W.W. W.W A B C DI 1 B 10) APPLICATION Or VULKEM 116 ApH.E - 56W 66 x 48 0._ .0 .. COMPLY WITH SEALANT wANUFACTUREP.'S P.ECOMMENOATIONS. 56w46M 66 x 54 e : B.0 ! ?.C.. G.MJJ G.MJ.J E.F.GMJ.J t 1) ONE ADpTtONAL FIELD DRILLEDa( INSTALLED AMCUOF IS REO•D. IN 56415OW 66 X 60 E.c B A.3C.: G.H.i.J E.F,GMAJ E,F.G.M J,J _ EACH JAMB ON THE FOLLOWING SIZES:'D25' (73 7 62). 'D26' S61J60w 65 X 72 ` C 6.0 A.-.C.= G.H.i.J E.F.GM.I.J E F.G.n i (73 X 71). 56w60w' (65 X 71). 6: 6006DW (71 X71). PLACE 60w3oM J2 x 36 e: e:c !=" GM G.M GMn.J ANCHOR BETWEEN ANCHORS 'C ^NO I' AND BETWEEN ANCHORS 'N 60w40w 72 x as E.0 B.0 4.?.CAC G.M GMJ.J G Y.I,J AND OVER 55 PSF ONLY. a e = B.0 A.--.C,- G,M.i•J G.H).J E.F.GJ+.I-J a11w46W 72 x 5 l2) WHERE WINDOW IS INSTALLED IN MASONRY OPEruNG W17H A STRUCTVAL 60MSOW 7I X 60 ° C B r !?,C."G.HJ.J E.F,G.MJ,J E r.;M.LJ F TWO BY WINO BUCK, USE Ito SCREWS OF SUFFICEW LENGTH TO 71 % 72 =-.0 B.0 !?ALAI G.MJ,Jt E�.GMJ.J M1 ' ACMI[4 1-3/8- MIN. EMBEDMENT AT AL INSTALLATION FASTENER ■ADD: IONAL ANC -HORS RE:'D. S E NOTE 11 LOCATIONS. ON SIZES NOTED IN NOTE Q11 ADO A 7SO SCREW II ANCHOR TO EACH JAMB FOR NOTED DESIGN PRESSURES INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA B CEPUIT AL FLJCaD.A L.e.4'..r^, TITLE: 1 NSTALLAT I ON DETAIL ui TAPCONS MAM7FA{ NAM s HORZ, SL I DI NE FLANrj- WINDOW - SEP. I ES 1000 A t ' DRAWN BY: BB APPROVED BY: ELEVATION <. IN;" UP. DATE:10/23/01 VIEWED FROM EXTERIOR SCALE: NITSDWc.: FLEX00?O P4EPAR.r if PR0011:1 L 4PPLICATIpN E)4INLEA:AG. INC. 25C INrERMa'I'3NAL PKWr_ :f TE ZW. rt4T-43v, FL_::Y 327.6 PMCj4 1:7 505.03e5 FA. •,' a05-OJ:4 I 01 CAULK BETWEEN ONE BY v000 CONCRETE OR WOOD BUCK I BUCK BY OTHERS NASDNRY OPENING NAS-Y. OPENING r BY OTHERS BY OTHERS CAULK BETWEEN NDOW FLANGE ' n L WOOD BUCK J 1 I-1/1' MIN. ENBEONENT WI STUCCO J BY OTHERS ►ERIMETEIt CW-K BY OTHERS RIGID VINYL GLAZING BEAD (TYP, INSTXLLATION ANCHOR 3/1.6' DIA. TAKEN SHIM AS REO'D.. - 114' MAX. ME NOTES) B.v. (BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS —� SHIM AS REO'D. 1/4' MAX. RIGID VINYL cSEE NOTES) GLAZING BEAD (ITP.) GLASS (TYPxSEE NOTES) O FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN v WINDOW FLANGE PEMETER S.WOOD BUCK CAULK 8Y:': `.)4RS W.V. (WINDOW WIDTH) +EIGHT) I BH (BUCK CAULK BETWEEN HEIGHT) WOOD BVCK L CAULK BETWEEN WINDOW MAST. DPLNINC FLANGE L PRECAST SILL BY OTHERS W/ VULKEM 116 ADHESIVE SECTION B-B CAULK. OR APRV'D. EOL. FLANGE TYPE CONCRETE OR PERIMETER WINDOW FRAME MASONRY OPENING CAULK SILL BY OTHERS BY OTHERS 9 W.W. �.► PRECAST SILL I e 6 A �-7 BY OTHERS O 8 I C �O ) SECTION A -A q 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D E SHIM STACK TO BE 1/4-. Yq+ I 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE Of SUFFICIENT LTH. TO ACHIEVE ' ' L J1n MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. fIJ 4) USE SXJCOIeZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD O k JAMBS. SILL MUST BE ATTACHED TO THE SUSSTWE WITH J B K B $j VULKEM 116 ADHESIVE CAULK OR APPROVED EDUAL. - �! 5) USE SLICOIKZED ACRYLIC CAULK FOR P£RsmErVt SEAT AROUND W.H. G �NI .� EXTERIOR OF WINDOW FLANGE. 6) 1F EXACT WINDOW SIZE IS NOT LISTED IN ANC" CHARY. USE •�7 iV.' ANCHOR OWNMY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'O. �A a Q 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS. 8) LETTER DESO"TiONS ON THE TAPCON LOCATION CHART INDICATE LH WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. C. !y ' 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON AS ANCHOR - SHOULD 8E, FILLED WITH /8 SCREWS OF SUFFICIENT LTM. TO PROWDE MIN. 5/8 IN. EMBEDMENT INTO WOOD M)CK. 10) FLORIDA EXTRUDERS TOOT SERIES S1 HUNG IS SHOWN' THISE L E VAT I 0 N PResT ALSO APPLIES TO THE FLORIM EXTRUDERS 1500 AND 2000 SERIES SINGLE MUNGS. 11) WHERE WRNDOW IS INSTALLED IN MASONRY OPENING WITH A STm,r`WL TWO BY WOOD BUCK, USE I10 SCREWS or VIEWED FROM EXTERIOR SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. 11 l FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30Rv TO aOPSF (lnv TO 7OPSF 3wv TO 40Psr a:IV TO 7„9s7 SIZE SIZE 12 ,6 1/8 A 25 8 B F,C F.G 13 16 1/6 =. 37 3/6 B B F.G r.G 14 to 1/9 X 49 S/6 B e F,G F.G 145 16 1/6 x se 1/. 6 e f,G F.G F.0 F.G 15 16 16 I/6 X 62 tb 1/9 X 11 8 B 6 B F,G r.G.N) 17 , 1/8 x f r G.J.N IH2 1H3 2S 1/7 = 22 25 1/2 X 37 3/9 8 8 B 8 F•C F.G 1M4 25 1/2 X 46 5/3 'X B 8 F.G F,C F.CMJ fc,HJ IM45 25 1/255 3/4 62 e 8 B B F.0 rp.HJ IHS IM6 2$ 1/2 X 25 1/2 X 71 B B F.6 F.GM) 1H7 25 t 2 x $3. 8 F.G.J.K r.CJ.X 30 1/1 . i6 29 1/2 X 2S e 8 r,G F.G 30 1/2 . >d ]/6 29 1/2 1 37 3/8 5/6 e 8 - r,G i,F.G 30 I/2 . S0 s/e 29 1/3 1 49 B B F.G F,GMJ 30 1/2 . H6 1/4 29 1/2 X 55 l/4 B B F.G F.G'Kj 30 1/2 . 63 30 1/2 . 72 29 1/2 a 62 29 1/2 X 71. e B F•G.N.I F.C.MJ 30, 2 . 6. 29 1/2 x 63 e B F.G.J.K F.G.J.K 22 23 Sb X 25 36 X 37 3/0 B 8 F.0 r.c I'V F,C,HJ 24 36 X 49 s/e B B e 8 F.G F,"I 245 25 36: 531/4 36 = u 8 e F,CMJ F.GrJ 26 X 71 r•GMJ O.EF.0 �J 7 36 B 8 F,GJK F.G.HJ.J'4 a X6 42 4 36 3/8 41 X 25 •, = 37 3/6 8 8 f,G F.G F.G,NJ F.GMJ 42 . so s/s ., x 49 5/6 e B B B F.G,M.I F.G.MJ 42 . 36 1/1 a2 , 63 41 X 35 1/4 41 X 62 B B F.Gml D,EF.OrJ 42 , 72 41 X 71 8 B F,G.MJ D.E.F.OrJ F.C.MJJ.K 4 41 X 63 F G J.K a8 . 26 s7 X 25 B A.0 A.0 FIG f.G F.GMJ 4D . >d 3/6 47 X p 3/6 B A.0 I.c F.C.rJ 46 . 50 5/3 .6 . sa 1/4 .7 = 9 5/6 .7 X S5 1/4 B A.0 F.CMJ F.C.H.J 46 , 63 47 X 62 B A.0 r.c.MJ F.G•MJ D.EFF.HJ D.EF.Gr.1 46 X 72 .7 A 71 47 1 63 B A.0 r "• K 4 4 32 52 1/3 X 25 8 A.0 F.G F.G 33 u 1/a X 37 3/6 8 A.0 F.G F.CMJ f.G JtI F.G.MJ 3. 345 52 1/6 X 49 3/0 52 t/t X 55 1/4 B a A.0 A.0 F.OMJ D.EF.G.H.I 35 si t/6 X 62 B A.0 r,G.H.1 r.c.MJ D.EF.G.M.1 D.EF.GMJ 36 37 52 1/8 X 71 52 1/8 X 63 B 8 A,C A C F.G.J.K D.EF.GJ.KJ K • 37 SIZE NOT AVARABLE IN 10DO OR ISM SERIES. FLORIDA EXTRUDERS'NSTANF RD, FLORIDA TITLE: INSTALLATION DETAIL SGL. BUNG FLANGE WINDOWS — SERIES 1000 , 1500 L 2000 DRAWN BY: BB I APPROVED BY: DATE:10/09/01 (SCALE: NTS DWG.: ELEX0016 IM14NAI PKY.. SUITE 250. HCAT. ft". FOR*. 327.6 ►HONE •07 805-0365 FAX 407 6U5-0366 CAULK B?TvEEN SHEATHING WINDOW FIN & HY OTHERS SHEATHING INSTALLATION ANCHOR #9 WOOD SCREv STUCCO I HT OTHERS 1 F"ERImETER CAULK OTHERS WINDOW HEIGHT GLAZING (TYP.) (SEE NOTES) PERIMETER CAULK BY OTHERS — 1' MIN EMBCDMCNT TWO BY WOOD r BY OTHERS SHIN A$ REO•D. (SEE NOT •/A' MAX. SHIM SPACE FIN TYPE WINDOW FRANC HEADER GLAZING (TYP.) (SEE NOTES) FIN TYPC WINDOW FRANC 1I1(ARBLC SILL STODL BY OTHERS - WINDGW WIDTH SMIM AS RED'D. - CENTRAL �*�j (•�r�-p-�� {� ♦ cSEE NOTES) ACTUMER NOE FEE # GLAZING (TES) }�yTi (SEE NOTES) `_WINDOW I W.DTM ~I A , B 8 24, D.C. MAX (TYP.) EOUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT A J �L(6* MAX M MAX. (TYP.) ELEVATION v1EwE0 FROM EXTERIOR INSTALLATION ANCHOR I ` TWO BY WOOD 08 WOOD SCREW BT OTHERS STUCCO BY GTrERS^ CAULK L BETWEEN ,- WINDOW rim SHEATHING L SHEATHING BY OTHERS 1•MIN. EMBEDMENT - SECTION A -A , • ' MAX SHIM SPACE TWO 8Y WOOD STUD BY OTHERS I' MIN. Enr_DvEnr SHEATHING �) By OTHERS CAULK BETWEEN FIN TYPE WINDOW FIN WINDOW FRANC t SHEATHING JAMB PERIMETER VINSTALLATION ANCHOR CALK 88 WOOD SCREW HY OTHERS STUCCO By CTmCRS SECTION B-B NOTES. 1) SHIM AS REO•D. AT EACH IMSTALLATtON ANCHOR. MAX. ALLOWABLE SHIM SACK TO BE 1/4'. 2) WINDOW MAME MATERIAL: ALUMMIUM ALLOY 6063. - 3) INSTALLATO N ANCHOR MUST BE Or SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD BUCK. s) USE SILICONIZED ACRYLIC CAULK BEMND WINDOW FIN AT MEAD. SILL k JAMES. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND ExTER10R OF w•NGOw FRAME. 6) IF EXACT WWDOW SSE IS NOT LISTED )N ANCHOR CHART. USE ANCHOR OUA\T1TY LISTED WITH NEXT LARGER SSE. 7) GLASS TNK.xNESS MAY VARY PER THE REOWNENTS OF ASTM E1300 GLASS CHARTS. . B) FLORtDA EXTRUDERS 10D0 SERFS SINGLE HUNG IS SHOWN. THIS PRMT ALSO APPLES TO THE FLORIDA ETR-IDERS 1500 AND 2000 SERFS SO4C:E HUNG WtNDOwS. .....�, ... ean,.r, .... Ir.r.s. rrf.I✓ro1.G te. 2t0 tM[RNAnmu vww- tuTr rneQtm 127a6 ►PdM 407 BOS-030 rAx •67 US-0366 7 OR CO•+CRf*E NiNG MASONR E gr OTHERS ONE BY WOOD BUCK gY OTHERS CAULK BETWEEN WINDOW vOCDLANGI BUCK D FA,S(...,--\ CO BYRS RIMETER CAULK OTHERS (SEE NOTES) WitWINDOW +EIGHT) PERIMETER CAULK BY OTHERS v CAULK BCTVCCN WINDOW FLANGE L PRECAST SILL W/VULKEM 116 ADHESIVE CAULK OR APRV'D. £OL. ' INSTALLATION ANCHOR' 3/36' CIA TAPCON / CAULK BETWEEN WOOD BUCK L rui•Y. OPENING D BY OTHERS - GLASS (TYP:) 1-1/4• MIN. (SEE NOTES) C A EMBEDMENT PJ covva' s SHIN AS REO'D. t/6' MAIL(SEE NOTES) FLANGE TYPE WINDOW fRAHE W.W. RIDGED VINYL A GLAZING BEAD Bx (BUCK / HEIGHT) B.v. —(BUCK WIDTH) SHIM AS REO'D. 1/4' MAX. (SEE NOTES) RIDC--D VINYL GLAZING BEAD 1-11" .IH. CONCRETE OR 'j C+6COK�T MASONRY OPENING BY OTHERS D INSTALLATION ANCHOR 3/16' CIA, TAPCON . v v DNC BY wwo MK BY OTHERS FLANGE TYPE 0 WINDOW FRAME CAULK BETWEEN WINDOW FLANGE PERIMETER L WOOD BUCK CAULK BY Ct.gRi CAULK BETWEEN WOOD BUCK L V.V. )ui'Y. "OPENING IT OTHERS (VinDOV WIDTH) STUCCO BY 071$RS SECTION E-B g B RIDGED VINYL GLAZING READ W.H. 24. O.C. MAX. (TYP-) FLANGE TYPE FRANC ■ 6' MAX. cTr?.) qvINDoV A ELEVATION VIEWED FROM EXTERIOR a ) v PRECAST SILL BY OTHERS gFC'TION A —A NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMIIUM ALLOY 6063. 3) 3/16- DIA TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTn. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE, A) USE SKjCONIZEO ACRYLIC CAULK BEHIND wONDOW FLANGE AT HEAD PROVED JAMBS. SILL. MUST BE ATTACHED 10 THE SUBSTRATE WITH VULKEM I16 ADHESW CAUUc OR S) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CKWT. USE ANCHOR OVANTITY LISTED WITH NEXT URGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY vARY PER THE REOL"REMENTS OF ASTM E1300 GLASS CHARTS. B) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. !a SCREWSOF SUFF"NT LTM. TO PROVIDE MIN. 5/6 IN. EMBEDMENT INTO WOOD SUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS IOOG' SERIES FIXED WINDOW IS SHOWN. TMIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. .._ 10) SEE BACK OF THIS SHT. FOR INSTL"N ANC.+OR REQUIREMENTS. 11) APPLICATION OF VULKEM 115 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH ASTRUCT TWO BY WOOD BUCK. USE #10 SCREWS.OF SUFFICIENT LENGTH TO CHIM 1-3/6- MN. EMBEDMENT Tu8£ MULLION. SEE 13) WINDOW UNITS CAN BE MJLLED TO OTHER UNITS USING ALUMINUM. MULLION INSTALIATIOM SHEETS FOR REOUIREMENTS. INTERNATIONAL. I\C FLORIDA EXTRUDERS SANFORD. FLORIDA T1TLE:iNSTALLATit7N DETAIL W/ ONE BY BUCK FIXED FLANGE WINDOW — SERIES 1000 L 2000 DRAWN BY:APPROVED BY: 921'20�02 DATE: 10/22/01 SCALE: NTS DWG-: FLExoo18 SHEET 107 2 .. 2S0 HMTANAT*O L PKWYATi . S)250, reATHKOW. FLORA( 327N6 PICK 407 60 -0363 FAX N07 6CS-:366 PRCPAIMD gY:'►KOOVCt TECHNOLOGY COA► m SHEATHING BY OTHERS CAULK BETWEEN VINDOV FIN t SMEATHINC� INSTALLATION ANCHOR 18 SCREW EXTERIOR OTHNISH ERS -� P£RD+ETER / CAULK By OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 48 WOOD SCREW EXTERIOR FINISH BY OTHERS —� 1. MIN. EMBEDMENT WOOD FRAMING By OTHERS �NT� FLORM B�.`O.A.F. SHIN AS REO'D. 'rU *ryg AW (SEE NOTES) ��. � �n�A�L1iBJv+` � - A1�V O!r U 1/.• MAC sMAST� Fuyl # HR( sPAc£ GLAZING (SEE NOTE 6) ,_ GLAZING (SEE TOTE 6) FIN TYPE WINDOW FRAME I I CAULK BETWEEN WINDOW FIN THIN. EN3EDNENT t SHEATHING SHEATHING BY OTHERS SECTION A -A J. BUCK HEIGHT FIN TYPE WINDOW FRANC SHIM AS REO'D. 1/4' MAX. (SEE NOTES) WOOD FRAMING BUCK BY OTMCRS Wit ME EXTERIOR FIN TYPE WINDOW FRAME A J ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH )H4m MAX. Swu SPACE WOOD FRAMING BY OTHERS SHEATNING /- 3Y OTHERS INSTALLATION ijCN AT�NDR 13 SCREW CAULK BETWEEN WINDOW FIN t SHEATHING SECTION B-B EXTERIOR rINISH PERIMETER 8r OTHERS CAULK BY OTHERS NOTES. 1) SHIMACH INSTALLATIONHOR WITH LOAD BEARING SAIM ALLOWABLE SHIM STACK TO BE 1/4'. 2). WNDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MN. EMBEDMENT OF 1* . INTO WOOD FRAME. _ 4) USE SJUCONIZCD AaMIC CAULK FOR R AROUND EXTERIOR OF wINDOWW FRAME. SEAL 5) USE SIUCONZED ACRYLIC CAtXK BEHIND V NDOW FN. 6) GLASS THICKNESS MAY VARY PER REOUBREM£NTS OF ASTM E13W GLASS CHARTS. SINGLE CLAZNG IS SHO". R4SULATING GLASS ALSO OVALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE --+ WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO ' 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. VAT. ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AvMLABLE SIZES UP TO 73' X 71' OR 63' X 95" OR 119' X 37-3/?' MAX. 9) WINDOw UNIT CAN BE MULLED TO OTHER UNITS US:.%G ALUMINUM TUBE MULLION. SEE MULLION . INSTALt.LTION SHEETS FOR REUREMENTS. PREPARED BY: PRODUCT IECHNOLO(V CORP.. 250 L / 1 3/ LIC IJ(:ALL: N. I . >.�uWu.: r LL AWV.)v PKWY. S.A-.E 250. IA4E NARY, FLOWA 327.E PHONE 407 605-OS65 FAX .07 605-0366 CAULK BETWEEN WINDOW FLANGE L WOOD BUCK CONCRETE GR MASONRY DP.MING By OTHERS EXTER:'3F. FAMISH -•� BY D;• cRS PERIMETER CAULK BT OTHERS WINDW FRAME MEAD EXTERIOR WINDOW FRAME --� SILL PERIMCTER CAS:K BT OTHERS EXTERIOR FINISH —� BY OTHERS CAW( BETVC-EN W1NBOv FLANGE t WOOD BUCK CAULK BETWEEN Ww BUCK a MASONRY OPENING BY OTHERS CAULK BETvEEM WOOD SUCK L MASONRY OPENING By DINERS ONE BY WOOD BUCK BY OTHERS INSIALLA71ON ANCHOR 2/16, D:A. TAPCON MIN. 0 p EMBEDMENT 1 T� 1/4- MAIL SHIM SPACE SHIN AS REO'D (SEE NOTES) GLAZING (TIP. SEE NOTES) 1,4 CONCRETE OR \ MASONRY By OTHERS SECTION A —A INSTALLATION ANCHOR 3/16' DIA TAPCON SNiM AS REO'D. (SEE NOTES) --� 1/i MAX. --r SHIM SPACE NOT I) SHIN AS REO-D AT EACH INSTALL.A710N ANCHOR WITH LOAD 9EARING SNIP. MAX. ALLOWABLE SnIM STACK 70 BE t/A'. 2) WINDOW FRAM: MATERLAl: ALUMINUM ALLOY 6063. 3) 3/16" DM. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM. TO ACm--VE WN. EM!EDU-NT OF 1-1/4- INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS k 2i 0. C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATE,) FOR TAPCON ANCHORS SH•3uLD BE FILLED WITH /e SCREWS OF SUFFICIENT LIH. TO PROVIDE MIN. 5/B IN. EMBEDMENT INTO WOOD M) �.RE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE #10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/6' MIN. EMBEDMENT AT SAME SPACING STATED W NOTE 3. 5) USE SILICONIZED ACRYLIC CAJLK BEHIND WINDOW FLANGE A- HEAD. SILL JAMBS. 6) USE SILICOIWZED ACR .IC CAUtx FOR PERIMETER SEAL AROUND EXTERIOR OF wINDOW FL",- 7) GLASS TMiCKNESS MAY VARY PER THE REOWREMEN-S OF ASTM E1300 CLASS. CHARTS. SW - OWING IS SHOWN. WSwLTINC GLASS IS ALSO OuAifiED. S) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINE-REO By OTHEPS. ewLD DOWN MUST BE OF SUFFIECIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLOPoDA EXTRUDERS 1000 SERIES DESIGNER WXNGCw SHOWN. 7H1S PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES 6' 2000 SERIES. 10) ELEVATjGNS S. 3W COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CCNFICURAT*wS. THUS SHEET APPLES TO ALL CONFIGURATIOMS THAT CAN 6E MANUFACTURED FROM THE 1000. 1750, t 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UMTS uSHNG ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR R£OUIREM£NTS. i<XTERIOR ELEVATION SHIM AS REO'D (SEE NOTES) WINDOW FRAME JAMB GLAZING (IYP, SEE NOTES) PERIMETER CAULK By OTHERS / ExTERIZR FINISH J BY OTHERS WINDOW WIDTH /U 1•I14' MIN, EMBEDMENT ONE �- By vCOD BUCK BY OTHERS INSTALLAMM ANCHCP. 3i16' DiA. TAPCON CAULK BETWEEN BLCX S KAI Y M:,S'OPENING BY CTHERS I I C CAULI BETv--N vINx3W FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING •� BY OTHERS «CTICN B-B WINDOW WIDTH A I A EXTERIOR ELEVATION INTERNATIONAL. Ew oIEMFLORIDA EXTRUDER,S , FRIDA ONE Dr WOOD i`i -• ?a2z" TITLETEAnGE 1NSTALLai17N DETAILCDreC�aTE t£aDER v/I Hr P CK KrOTHERSDESIGNER FIXED WINDOW IODO, 1750, S 2000 SERIES DR4Wr BY: BB APPROVED BY: DATE:02/12/02 SCALE: NTS DWG.: FLEx0035 Hw.+c) AH• H.TxH ao.nnc• Cr. s)M .rcHH..ro..A w+t. t"1 VIA K•u/J+. )WPM mr we .ar �e•oY ONE BY SUCK B, C7ttERS CNJLK BEIVEEN VINDCJ - FLANGE A. S.�EATH!NG PLYWOD2 !"FJ—� B, CT -EIS ExTERICR 1,OTNCRS iW;H PER:)ETER CAULK By ETHERS WINDOW FRANC HEAD WINDOW 1EIG T EXTE?:OR V:NDOV rRArc - STLL PEilW_TER CAT K BT OTHERS EX'ERICJH -� F>�1SH I' CTHCRS SHIM A: PEO'D (SEE NCTE;) GLA2:NG ITT?. SEE NOTES) SHIM AS RE" (SEE METES) INSTALLA':CN ANC.MC2 Co SCREV BUILD DOWN BY OTHERS TO SILL) L) :ES N1� NOTES AS PCO'D. AT :xCr INSTALLATION ANCHOR MTN LOAD BARING SHIM MAX, ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME M47C3AL! ALJUMUM AL_CT 60E3. F- 1-3/S' MIN. 3) TA? -'CON INSTALLATION ANCKCRS AT SP" MUST Be OF SUFr4iEni ;Tn. TO AC:-uEF. I EMBEDMENT MIN. EMBEDMENT OF 1-1/4' INTO MASONRY DR CONCRETE. 110 INSTALLATION S-'REWS AT HEAD d. AmBS MUST BE OF SUFFHC:ENT LENGTH TO ACHIEVE 1-3/3' MIN. EMBEDMENT INTO WOOD FRAMING AND BULCr DOWN WHERE REOUIRED. INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS k 2- IN. O.C. MAX. . A) USE SIL1COfa:--D ACPrJC CAULX BEHIND WINDOW ►LANCE AT HEAD. SILL eI JAMBS. 3) USE 541CONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF vfi FLANGE. nu. 6) C-ASS THICKNESS MAY VAR, PER T&E 7COvdtEMENIS OF ASTM E1300 CLASS SHIM SPACE CHARTS. SINGLE OWING IS SHOWN. WWLATiNG CLASS IS ALSO OUALIFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE INGINEERED BY OTHERS. BUILD DOWN INS! BE OF SUFFICENI STRENGTH 70 AGEOUATEL.r 17ANSFER LOAD FROM WINDOW TO THE STRUCTLKE. S) FLORIDA EXTRUDERS 1000 SERIES DES4KR WINC4)w SHOWN. THIS PRINT ALSO APPLES TO FLORIDA EXTWJCERS 1750 SERIES k 2000 SERIES. f) ELEVATIONS SHOW COMMON CONFIGURATIONS. 17 IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO C011F10URATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE 1000. 1750. & 20LO SERIES DESIGNER FIXED W.NDDw FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALLmNUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. BUCK KEH6HT —_� 1/.• W.F. SHIM 9+.E EXTERIOR ELEVA-ION CALLK BrTVEEN VINDOW +LAMGE Q Q :i t,CPE iY WOOD \ BOCK LT-1/: M-CENTRAL FLORMA B.O.A.F. �AA EMBEDDED BAULK IETvEEN WOOD ., O t A+1f1\UTK� i HAS a%EN1Nv ONE -sT WOOD 11 �+ IT oTH is DICK BY GTH£RS 4r1n �7r Yf }�•, �< CONCRETE aR CFC T ION A —A MASTER F Z i{ NASOra. -- INSTALLATION AMCTi? B, crreiis 3F16' DIA. TAPC[IN (Lyj BUCK WIDTH TWO IT r;ANING By GTHCRS SH!N AS R.-CID (SEE NO7ES) 9 -3/B- MIN. EMBEDMENT 1/A' MAX. a1w SPACE C^V-K BETWEEN TWC BT DICK t C?ICRE7E BT OTHERS 1NETALL<'IZN ANC.CR I:0 S.RE: WINDW FRANE X I I a CAULK BEIVCEN JAMB �. WINDOW FLANGE GLAZING (TrP. SEC NOTES) ` t �D BUCK a a I I w\\ ` EOmCRCTE OR ♦ PERIMCTCP CAULK HASC 5Y CT-c+; By OTHERS V W:OV VID'H � CXTER:a FINISH SECTION B—B BY OTHERS WINDOW WIDTH A / w NpOw HEiGHi I a e 1 ' AL EX -EPIC= E' EVAT10N �•�f n �1c� ♦{[wfAJG '� .if w'Icr•�nl aq. 1JY li H:.f+1P., ryAS. »'M �« 4H M'�.%: Ir K f:)-fIM 1' Mtn _y.J 1/N' 1ri A3 7NSTµLAiION SHIN PACE ANCHOR SCREW (TYF) (~EDEMT CAULK BEHIND FIN IVD 11, FRAMING SHIM AS REO'D. Br OTHERS r.E niMING BY BUILD (SEE NOTES) BT � rCRi DOWN Br OTHERS DOWN CAULK BEHIND FIN FIN fRAMI; JAMB I � ID INSTALLATDN SHIM AS RCO'D. cS£E NOTES) NOTES eu AS REO•D. ADJACENT TO EACH IMSTA�Tgn ANCHOR WITH LOAD BEARING SHIM STACK TO BE 1/4'. GLAZING ciri.j ANCHOR SCREW TTrPJ I LAI 514WN. MAX. A`LOWA:L£ 2) WnNDOw FRAME MATERIAL: ALUMINUM ALLOY 606-I. SEE NOTES) �. at . �' P 3) SRJCONZED ACRYLIC CAULK BEHIND WINDOW F.N AT HEAD. SILL k JAMBS, U. SPACf USE N) USE SILICOMZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. CNCOfNT v 1 1 / S) GLASS THICKNESS VARY OF ASiu GLASS THE REO'AT.ING LA I SPERHOWN. OUA CHARTS. SINGLE GLAZING K SrgwH. n+SUU:a+G GLASS IS ALSO OUAUFIED. GLASS iMi•rMiN. 11 6) SCREW ANCHORS AT WAD. Su k JAM-'S SHOULD BE IS SCREWS OF SUFFICIENT IT CTMCRS LTM. 70 PROvICE MIN. I IN. A.M. EMBEDMENT INTO WOOD FRAME.. PMCE /B � CXiiatOR fINISM. I SCREW ANCHORS6' FROM CORNERS AND 2N' O.C. MAX.. EXTERIOR Br OTHERS a 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY EX7CPIOR FINISH OTHERS. BUILD OOWN MUST BE OF SUFFKENT STRENGTH 70 ADEOUATCLY BY OTICRS TRANSFER LOAD FROM WINDOW TO INC STRUCTURE. PERIMETER CAULK B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN, THIS PRIM ALSO PERIMETCR CALL.K BT OTHCRS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES i. 2000 SERIES. •+—VIMwv vir—, 11 OTHERS 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED 70 LIMIT USE OF THGL PRODUCT TO THESE TWO CONFKURATONS. THIS SHEET APPLIES TO ALL FIN FRAME HCADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM 114E 1000. 17450. k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B 10) WINDOW UW CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLKNN. SEE MULLION INSTALLATION SHEETS FOR REOUIREUENTS. GLAZING (TIP. SEE NOTES) EXTERIOR PERIMETER CAULK If OTHCRS EXTERIOR FMSH BT OTHERS IB INSTALLATION -� ANCHOR SCREW ETr►J SHEATHING -� by OTHERS -FIN FRAME SILL SHIM AS REDID 4SEE NOTES) —i L I- MAL Snits SPACE �Il�l TWO BY FRAMING FXTERIO? ELEVATION 1 IT OTHERS I {. a CAULK BEHIND FIN r.-• co i N «IA xa� ` 'SDEN7 _ , , cFf_iION R-A ux F� # t 20U2 M rt A EXTERIOR ELEVATION FLORIDA EXTRUDERS'1ONAL. INC SAEN ORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SERIES DRAWN BY: BB APPROVED BY: DA4:02/14/02 SCALE: NTS DWG.: FLEX0037 Mcw >~• A.eMc+ Wo ftw L ou A.a>s.ra. X". ua ILA. .c.r+w. fto xn. Not w � r...+ .r. 13 COKRETE OR SMIM AS RE'C'D _ MASONRY OPENING <SEE NOTES) BY OTHERS CAULK BETVEEN DOOR FLANGE t WOOD BUCK CAULK BETVEEN PERIMETER WOOD BUCK t CA'ILK BYMAS"Y. OPENING OTHERS BY OTHERS STUCCO By- OTHERS V IN 1 INSTALLATION ANCHOR iDS SCREW (TYP. WHERE — TAPCONS ARE NOT REO'D.) SLIDING GLASS DONOR FRAME SILL .INSTALLATION ANCHOR 3/16- DIA, TAPCON INSTALLATION ANCHOR D8 SCREW cTYP. WHERE ONE 3Y WOOD iAP:OrIS Ai£ NOT RE-0-D.) BUCK BY OTHERS 11/4' MIN. EH.3EDMENT .SLIDING GLASS DOOR FRAME �AMD r1/s• MAX. G I SHIN SPACE SLIDING GLASS DOOR FRAME HEAD - TEMPERED GLASS CTYPJ DOOR Mr-IGHT iE N I £"3EDNENt —� �— 1/4' MAX. SHIM SPACE i 1 1/4' MIN, 1 1 En2EDMENT ONE EY WOOD � BUCK BY OTHERS CAULK BETWEEN G WOOD BUCK t MAS'Y. OPENING BY OTHERS SHIM AS RED-D. �cSEE NOTES) 4 INSTALLAi1ev ANCHOR 3/16' DIA. TAPCON CAULK BETWEEN CONCRETE OR MASONRY OPENING THE By OTHERS INSTALLATION ANC.-CR � CAULK BETWEEN WOOD BUCK t 3/16' DIA. TAPCOn ' MAS'Y..OPENING EY OTHERS C CAULK E£TvE£N OK G GLASS DEP R HOOK STRIP L HOOK STRIP WOOD BUCK C 1-1/4' MIN. EM -DMENT Q I � • ► It . ,- _ TEMPERED GLASS DOOR FLANGE (TYP.) t WOOD BUCP. PERIMF•TER ` ONE BY vODO CAULK BY I CONCRETE OR BUCK BY OTWERS OTHERS MASOW OPENING STUCCO 8Y OTHERS BY OTKRS a S.G.D. WIDTH CO ` a. B.OAA.FDL YPIRED GLASS _. SECTION rANIIFAG'1'i1RER ADS • SLIDING GLASS DOOR �i�T,�R I-x r.)�2r INTERLOCK MASTER FILE# HOOK STRIP DETAIL i A EI 1) DOOt MATWIAL� ALWNINAA'N ALL. 6061. 2) TAPCON TYPE INSTALLATION AK'HM NUS: K OF SNlFICICNT LCNGTN TO ACHIEVE NIN GNKDKNT OF 1-1/4• INTO MASONRY OR CONCRETE. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TD BACK IN ALL FRANK NEMKRS. .. A) TAPCoN AN{l� CHART ON SACK OF THIS SKE7. S) USE SAICOQZCD ACRnIC CAULK KNIND DOOR FLANGE AT KAD t JAN/i 6) USE SiUCOKZED ACRYLIC CAULK FOR ►ER:KTER SEAL AZOLP4'[XTCRIOR OF'DOOX 7) V EXACT DOOR SIZE 1S NOT LISTED IN ANL70R CHART, USE ANCHOR OU^mTITT.LISTED V:TM NEXT LARGER SIZE, FOR THE APPRDMIATC DESIGN PRESSURE REbD. " B) fall POCKET DOOR SIZCS USE CLOSEST BTPAii DOOR SIZE t CONIGURATION TD FINISKD OPENING RACE THICKNESS IN yFRONTVA OF R It SIRE N SHOWN. - !) MASS MIRY APS IES WART ► T REOUIREKNGS DE ASTM CtNC GLASS LD K 10) ALL fKTdtT APPLIES NN0.C5 POT DCS1C,•NATED FOR TAKON ANCIat SHOULD K FILLED v1TN RD SCREW; 3 B OF SUFFICIENT LENGTH TO PROVIDE NIK S/D' CMDCDKNT INTO WOOD DUCK. ):> Um UNIT IS AMROKD USING T[NKRED GLASS IN SINGLE GLAZED OR T..ULATING GLASS I2) AAMD / SILL CORNERS ARE TO DE SCALED W:TN A SMALL JOINT SCAN SEALER. IJ> SNIN AS RE", AT EA SET OF INSTALLATION ANCHORS NAVE ALLOWABLE SHIM STACK TO K I/A•. 14N ALL INSTALLATION AK•ORS MIST K NA-E OF C044W.10N RESISTANT MATERIALS. IS) VM[RE •X' REPRESENTS NNOVtNC PANEL AHD '0' REPRESENTS FIXED PANEL APPROVED T ON RACK OF TMS SKET A COrIGURATIONNS ARE AS LISTCD ON AKN,A CHAR ASOvE ARC SNOvN ON THIS DRAWING. HOWEVER INSTALLA11CH EXTERIOR £LEvc':ON 16) N07 ALL COWIQPATIONNS LISTED SECTIONS •A -A', 'D-B'. L HOOK STRIP KTAIL APPLT TO INSTALLATION Or ALL APPROVED . 2 PANEL DOOR S�3WN COW GURATWkS. 17) INSTALL OE TAPCON IN EACH ►ATR IF FACTORY ✓PLIED INSTALLATION .ALES UNLESS NOTED - OTHERWISE ON ANCHOR CHARY, SEC BACK OF THIS SNNEET. ID) FLORIDA EXTRUDERS IDDO SERIES AIDING GLASS 0000 IS ANOWN ?HIS ►R:NT ALSO APPLIES 70 am .SERIES AND 300'SCRIEi .. .. .' .. . Q • p e p _ LIBERALLY APT.Y - CAULKIW INID£R SILL INSTALLATION ANCHOR OR SETSILL IN BED OF CONCRETE 3/16' DIA. TAPCON - SECTION A -A 1 + DATEAU/ifWUi f=CALL: I'll-), IVOU ,T: I'LLAUUci 1 .rA.srN .. NMINA . YP.1[ 7'WM [KIGfCRN4 RAC.- 27o pT[bNT�NNL )'AV-_ T.DTC :%. rC-TNR)V. RDR:GA. 327K. w-DONS-OT1S YAK A07-D3-D3H SM:as SC M AS RE'O'D LATIOH ANCHOR )SEE NOTES) SCREW SHEATHING BY GTHERS CAULK BETWEEN �lixDOOR FLANGE TWO WOOD L SHEATHING By OTHERS 1 I 1/4' MAX. I I I SHIM SPACE .�-- DOOR WIDTH /4' MAX. SHIM SPACE TWO BY WOOD 1-1/8 MIN. BY OTHERS EM3EDMENT SLIDING GLASS DOOR FRAME JAMB B W.` 1-1/5' M.IN. EMBEDMENT TEMPERED GLASS STUCCO OR SIDING BY OTHERS SLIDING GLASS DOOR rRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYP. Au ::.... S.. Mk�rr..:^ 2d DOOR HEIGHT SECTION E-B GO I n.4 uD SLIDING GLASS. DOOR FRANC SILL D SLIDING GLASS DOOR $Hln AS REO'D HOOK STRIP (SEE NOTES) INSTALLATION ANCHOR se SCREW CAULK BETWEEN DOOR rLANGE L SHEATHING INSTALLATION ANCHOR s8 SCREW TWO By WOOD By OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING) EMBEDMENT SHEATHING HY OTHERS SHEATHING by OTHERS TEMPERED G7-�'- STUCCO (TYPJSTUCCO OR SIDING OR SIDING BY OTHERS By OTHERS SLIDING GL INTERLOCK- HOOK STRIP DETAIL I+FDOCR MTER1AL; KU41NUa ALLOY Wit 2) 49 INSTALLATION SCRCVS "I Be Or SLrrICICNT awTH TO ACHICvE MIN. EHBCDHENT Or 1-1/t'. INTO WOOD. IA/CON_ITPC WSTALLAT174 AN04M AT SILL PVST BE Or SUrrICIENT LENGTH TO ACHICVC MDa CNKDHEK' Or 1-V4- INTO H►SONRY OR CONCRETE.... ........_. 3) INSTALLATION ANCHOR CHART ON BACK Or THIS SHEET. - .. . . 4) USE STLICONIZCD ACRYLIC CAULK BEHIND 0= rLANGE AT HEAD L JAN/i S) USE SAICOMZED ACRYLIC CAULK TOR ►CRIMCTEs SEAL AROUND CXTCRIDR Or DOOR. 4) If EXACT DOOR SIZE 1S HOT LISTED IN ^k0Cp CHART, USC AHCHOR OUAMTITY LISTED WITH HEXT LARGER SIZE, rOR THE APPROPRIATE DCSIGN PRESSIRCREO'D'-'----' T/ TOR ►OCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE t COWIGURATIOM t0 FINISHED OPCHING PLACE INSTALLATION ANCHORS. IM fRONT Or KA[ STRIP AS SHOWN. b GLASS 7 ICKNCSS HAY VARY Kit REDUIRCHCOS Or ASTN C1300 GLASS CHARTS -.. 9) DOOR W41T IS APPROVE; USING TEmKRCD GLASS IN SINGLE GLAZCO OR INSULATING GLASS 10) JANB / SILL CORNCRS ARE TO K SEALED Vil- A SNALL JOINT SCAN SCALER " 1v SHIN AS REO'D, AT CA S_rT Or INSTALL4TI01's ANCHORS. MAX. ALLOVABLE SHIN STACK TO BE 1/4'. 12) ALL INSTALLATION Art✓_RS MUST BE MACE or C3RROS10N RESISTANT MATERIALS ,. 131 VHERC K. REPRESENTS ✓VING PANEL ANO Ir *CPRESCN`S rIXCD PANEL AP►RCVED COKIGRATIONS ARE AS LISTED ON ANCHOR CHART ON BACK Or THIS $HEET. EXTERIOR ELEVATION "' SE� a ` ``:">`�3 _° x=.' . �.sAL��OF ,:.�°LAGIDN 1i I EMBEDMENT COWIGURATIONi D 7 c O A 1-1/4' MIN. 2 FAt{L DOOR SNOVN IS) rLOR1Y EXIRUKRS WO SCRICS AIDING GLA:S DOOR 1S LOVN. THIS HUNT ALM APPLIES i0 �!U{t . 2Do0 SERIES AND !OD SCRRi `.:: _....... A D D� LIBERALLY APPLY CAULKD`4G UNDER SILL INSTALLATION AM OR SET SILL IN BEANCHOR Or CON:RETE 3/16- DIA. TAPCON. _ SECTION- A -A F 12MW2 DESCRIPTION DATE INI (� T �j /� EXTRUDERS , F L❑ I\ 1 D A IN f. INC. SANFORD FL. T1TLE: SLIDING GLASS DOOR INSTALLATION WITH q8 SCREWS'- DRAWN BY-. ?B APPROVED BY: ATE: 12/17/01 !SCALE: NTS DWG /rLE)DO27 SHT 1 OF _--' '- ..,._�....� Y.)K>. rrsAuwa. be. r_X w)eRwr1DA.L rev.. utt tx .SAIHeOV. TLOT:BA. xT.4. 4r-9C2-4Xq rAa MAT-B»-ox1 4. 1000 P.VJDESIGNER SILL (TYP.) 68 X 3/4 SELF TAPPING SMS Ix2x1/8 TUBE MULLION SEALANT BETWEEN VINWw FLANGES - L MA.LIM SEALANT a' B �68 x 3/4 SELF WINDOW L MULLION �1000 SJi TAPPING SMS HEAD (TYP.) W�DDvT FLANGES SECTION A —A (1) L M lAJQN 1000 r P.WJDESIGMER SILL (TYP.) I 68 X 3/4 SELF TAPPING SMS IX27/16X1/B r__%ln` TUBE MILLION SEALANT BETWEEN WINDOW FLANGES' L MJLUON \--68 X 3/4 SELF �1000 S.M. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SFC'110N A -A (3) WINDOW FLANGES P.tE VJDESIGR SEAM r1000 VINDES (TYSILL PJ L Mut.LIDN r 68 X 3/4 SELF TAPPING SMSI X 4 X 1/8 nnrwr___%_nl T TUBE MULLION %-68 X 3/4 SELF � 1000 S.M. TAPPING SMS HEAD (TYPJ SECTION A —A (5) 1000 P.W./DESIGNER SILL (TYP.) 68 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION N-68 X 3/4 SELF `IWO tK TAPPING SMS HEAD (TYP.) SECTION A —A (2) 1000 P.W./DESIGNER SILL <TYPJ IF L468 X 3/4 SELF T SMS 1X27/16X3/ TUBE MULLION � ®mr1mr"11-:1 APPUES TO HEAD do SILL WHERE I' X 4' AUXII iARY P DETAIL & 2 X 4' TUBE MULLIONS ARE USED -0-M ADDMO 4L ANCMORS, V1EN REQUIRED) SHEATHING .10 O O INSTALLATION ANCHOR 68 WOOD LL", SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP TVO BY WOOD BUCK BY OTHERS 1000 P.WJDESIGNER SILL (TYPE 68 X 3/4 SELF TAPPING SMS 2 X 4 X3/8 TUBE MULLION 68 x 3/4 SELF - 1000 S.K TAPPING SMS HEAD CTYP.) k8 X 3/4 SELF TAPPING SMS SECTION A —A (4) 7,w HEAD (TYPE ION P.WJDESIGNER SILL (TYPE SECTION A —A (%) N8 X 3/4 SELF TAPPUG SMs I X 4 X 3/8 � VIA w, TUBE MULLI1 �75 v++ F AST v 'I `68 X 3/4 SELF �1000 S.H. TAPPING SMS WAD (TYP.) SECTION A —A (6) BEINL_L, / L MULLION APPLIES TO MEAD k SIU. WHERE 1- X Y - DETAILk I' X 2 7/16'.TUBE MULLIONS ARE USED B w ALLATIOI ANOW wv SCREW ) CLIP L1 1/8, MIN. I EMBEDMENTEMBEDMENT1 L� A FLORIDA EXTRUDERS INTERNATIONAL, 'Nc SANFORD, FLORWA z1TLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 - TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2)FOR DESIGN PRESSURE,CRPACITIES DRAWN BY: MSH JAPPROVMBY. DATE:2/6/02 ISCAMNTS - DWG.: 1HMFINTR SEALANT BETWEEN 1000 P.V✓DESIGNER VINDOV FLANGES r SILL (TYP.) L MULLIIN 1000 P.V✓DESIGNER `( SILL (TYP.) N8 X 3/4 SELF L8 X 3/4 SELF TAPPING SNS TAPPING SNS TYPICAL MULLION TO CONCRk 0 JAMB (APPLIES TO JAMS WHERE 1' X 4- a- & 2' X 4' TUBE MUWONS ARE USED) CONCRETE OR MASONRY- , BY OTHERS 1X2X1/8 1X2X3/8 TUB£ MULLION TUBE MULLION SEALANT BETWEEN ONE BY VOOD VD(DOV FLANGES CENTRAL rW:;IIBA B.O.A. . 8Y OTHERS Q L MULLIOI( _: FX A W TL \-M8 X 3/4 SELF 1000 S.K TAPPING SMS HEAD (TYPJ WSE FLANGES SECTION A -A (1) L MULLIOM .. nr___"m DESIGM)t \ 3/4 SELF NG SMS /''i X 2 7/16 x 1/8 / TUBE MULLION INSTALLATION ANCHOR 3/16' DIAL TAPCON SCREV ANCHOR (TYPJ -EXTERNAL MULLION I�NSTALLATIDN CLIP 11 L A �GoR/Ibt 1=.FnPUD�ERS _ _ 08 X 3/4 SELF busm F S H TAPPING SMS MULLION HEAD (TYPJ SECTION A -A (2) 1000 P.V./DESIGNER 1000 P.V./DESIGNER SILL (TYPJ SILL CTYPJ Q N8 X 3/4 SELF •8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS �� TUBE MULLION 2 X 4 X 3/8 i811 11 T I�-I TUBE MULLION L 1 1/4' MIN. EMBEDMENT SEALANT FLANGES _ SEALANT BETWEEN VIMDOVL MILLI N F VDIDOV FLANGE _ L mull tI8 X 3/4 SELF i8 X 3/4 SELF Iwo Sx TAPPING SMS 1000.SHi TAPPING SMS HEAD (TYPJ HEAD (TYPJ SEALANT FBETVEE ACTION A -A (3) SECTION A -A (4) VINDOVL 11UJmN 1000 P.V✓IIESIGNER 1000 P.V./DESIGNER rSILL (TYPJ VIN�TFLANGES rSILL (TYPJ / f8 X 3/4 SELF L MULLION / Y8 X 3/4 SELF T' SMS TAPPING SMS xve 1 X 4 X 3/8 1x4 TUBE MULLION �. TUBE MULLION NB X 3/4 SELF �8 X 3/4 SELF TAPPING. SMS TAPPING SMS `. 20 `--1000 S.HL � 1�0 S'H' � 8 HEAD (TYPJ HEAD (TYPJ SECTION A -A (5) SECTION =-A-A (6) �#8 X 3/4 SELF TAPPING SMS �-1000 S.M. HEAD (TYP.) SECTION A -A (7) IELAIL R .. r~ A I \ L_► A 1y VIEWED FROM EXTERIOR FLORIDA EXTRUDERS wSTAmF0 Rn° NFAL`OxIDa T=:SER. 1000/1500 FLANGE SHEET 1 OF. 2 TRIPLE HORIZONTAL MULLION SECTIONS. SEE OTHER SIDE (SHEET 2 OF 2) FOR DES IGN.PRESSURE CAPACITIES DRAWN BY: MSH AFFROVED ar: - DATs:2/6/02 SCAMNTS :-, IDTrG.- ' iHMFLGTR /7 3000 P.VJDESIGNER APPLIES TO HEAD do SILL WHERE 1' X 4' IOW P.V✓DESIGNER k 2' X 4' TUBE MULLIONS ARE USED SILL .(TYPJ SILL (TYPJ AUXILIARY PLATE (FOR ADDITUWAL ANCHMS, VMEN REOUD2EDD DETAI r8 X 3/4 SELF *8 X 3/4 SELF TAPPING SMS TAPPING SMS SHEATHING 1x2x1/8 1x2x3/8 0 p TUBE MULLION TUBE MULLION — — _ .'SEALANT BETWEEN SCREW C INSTALLATION ANCHOR WOOD WINDOW FLANGES a MULLION p EXTERNAL MULLION INSTALLATION CLIP TWO BY VOOD BIC K BY OTHERS SEALANT iETGEr8 X 3/4 SELF `—r8 X 3/4 SPCENTRAL L MuuJON S �1000 S.H. 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L .MULLION r8 X 3/4 SELF ' TAPPING SMS 1X4X1/8 TUBE MULLION �- 98 X 3/4 SELF �1000 SJi TAPPING SMS MEAD (TYPJ SECTION LA —A (5) SEALANT BETWEEN WINDOW FLANGE L MULLION r8 X 3/4 SELF �1000 S.H TAPPING SMS HEAD (TYPJ SECTION A (4) ID00 r P.WJDESIGNER SILL (TYPJ r r8 x 3/4 SELF TAPPING SMS I X 4 X 3/8 T TUBE MULLION �r8 X 3/4 SELF 1000 TAPPING SMS HEAD (TYPJ SECTION A —A W 11/8 IN EMHEDMEN FT OVATION - VIEWED FROM EXTERIOR DETAIL B . APPLIES TO MEAD & SU WHEK 1' % 2' -, do 1' X 2 7/16 TUBE YULLXINS ARE USED atwnmc ALLATMM ANOlOR to VWD.SCREV CT7PJ MRIL CLIP r8 x 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A -7) HEAD (TYP.) 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HEAD (7Y?; SECTION A -A 17 ) rW A I'_ F , 1 Q EVATFON YE` ED FROM EXTERIOR 1 ice` SEFc. 1000. 1500 F LA►vGE ..SHEET I OF 2 I i TWIN.HORIZONTAL MULLION SECTIONS SEE ;� ! L'•1LK $: JL � Jf•L-L 7 2 L�If . Ci FOR \_s8 X 3/4 SELF 48 X 3/A SELF f vESIGN rRESSU� CA.P4CITIES -, TAPPING SMS _ I TAPPING S.MS 1000 S-A DGC S.K HcA9 (TYP.; :READ (.TP.) 0 ' DRA11N HY: M S H APPROVED BY: `FI'T'O�I A --A— (5), ' N A -A 1A.) . FEB 15 2� !DATE:2/4/02 SCALE: Pd'$ DWG.: ; HMFLGT'W Y- - 4 /7 1000 P.VJDESIGNER F rSILL (TYPJ 0 N•8 X 3/4 SELF APPING SMS IX2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION SEALANT BETVEENJ 0\ \--i8 L MULLION- X 3/4. SELF `1000 SA TAPPING SMS SEALANT BETVEENNEAD (TYP.) WINDOW FLANGES SECTION A -A (I) L MULLION rIODO P.V✓DESIGNER SILL (TYPJ 8X 3/4 SELF TAPPING SMS/-I X 2 7/16 X 1/8 'UU'I / TUBE MULLION C SEALANT BETWEEN WINDOW FLANGES- & MULLION �- i8 X 3/4 SELF �1000 S3(. .TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A -A Q WINDOW FLANGES MULLIDN f' 1000 P.VJDESIGNER SEALANT BETV (T 1 SILL YPJ WINDOW FLANC j L MULLION •8 X 3/4 SELF TAPPING SMS \ 1 X 4 X 1/8 / TUBE MILLION #8 X 3/4 SELF 1000 SFL TAPPING SNS HEAD CTYPJ - - SECTION ° A -A (5) r-1000 P.VJDESIGNER AUXILIARY PLATE SILL (TYPa CFOR ADDITIONAL ANCH= VHCN REQU=) 08 X 3/4 SELF O AI TAPPING SMS O O IX2X3/8 TUBE MULLION �tA.Um 0 NTRAL n&T- �II'A B.O.A. 'o BY WOOD CE 88 X 3/4 SELF K BY OTHEF ` ID00 S.M. TAPPING SHS . MANUFACFUM NAME: HEAD-(TYPJ —OR/A4 PaYR SECTION A -A (2) r-1000 P.V./DESIGNER MUSM ME # 6 SILL (TYPa i8 X 3/4 SELF 1000 P.V./DESIGNER TAPPING SMS SILL (TYP.) X 2 7/16 X 3/8 SYHIfTI(Yll TUBE MULLION 1 110 X 3/4 SELF SEALANT BETVEEI VINDOW FLANGE - . - L MILLI 1t8 X 3/4 SELF 1000 S.K TAPPING SMS HEAD (TYPa SECTION A -A (4) -1000 P.V✓DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS I X 4 X 3/8 TUBE MULLION 1 08 X 3/4 SELF 1000 S.N. TAPPING SMS HEAD (TYP.) SECTION A -A (6) APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR =8 WOOD — =CV (TYPJ -EXTERNAL MULLION INSTALLATION CLIP MULLION DEIe>Lt� �r-- A L— A / L1 1/8, MIN. EMBEDMENT _ .. VIEWED FROM EXTERIOR DETAIL B APPUES TO MEAD & SILL WHERE I' X 2 3 I' X 2 7/16'; TUBE YUWONS ARE USED xAnm�c- . .. .. _: ALLATION ANCHOR '.9-VDOD scnv (TTP) HOftIL CLIP `68 X 3/4 SELF TAPPING SMS 1000 Sx SECTION A -A (7) HEAD (TYPJ 1 MDT EMsEDNEMT. FLORIDA EXTRUDERS narERxnzIoxnL:.1xc SANFORD,- FLORIDA Tm.E: SER. 1000/ 1500 FIN. SHEET 1 -OF, 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES ), DRAITN HY:MSH APPROVED BY: cl i••'' DATE:2/6/02 SCALE:NTS EWG.: IHMFIN TAPPING SMS 2X4X3/8 TUBE MILLION /C [-:COO F.V./DESIGNER iS._L (T..., ► *8 X ?/4 SELF TAPPING SMS wif-, i TL'S_ MULL_k SEALAr:: BETVr*_A Wj.%3CiJ r6AwES- 1 M.1.uN iI SEALANT BETWEEN' � V:NwV FLANGES`—w@ % 3/6 Ss4s=L' ^+akAL. +i YY.i SEdL�.Y7 BE: V:c`i VINZOV FLANCH SECTION A —A 0 ; L KJLLl: COG P.V./DESiG!nER SILL (TM) >8 )t 3/4 SELF TAPPING skis .x27/15X1/8 r—nn T TUBE MU,_LIO.N SEALANT B VINxV FL L MLr LION \—w@ x 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3� (� WINDOW FLANGES L Kr-LIDN r lt3J'O F.Y./DESIGNER ScgLgN? 9ETVEEN j SILL (TYP.) WINDOW FLANGES- 1 A8 x 3/,f SELF L MILLION TAPPi� i SMS X 4 X 1/ 8 `48 x 3/4 SELF i000 Sx TAPPING SMS HEAD ('. YP.) 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JAMB CTYP.: TYPnAL vpp-:CA- To F-CR'ZChTA_ VULUON TO WjWC-s r<'a __47TGN SG ii _K =X to L 1 1bTERVAL CLIP sc x _ S:*-i TaP?:nE^S!�S ;X OR =X MJ° L (T.Y?:) —S X 2 7/16 x Ito T• R M:1: L:C.: / INSTAL,ATL--. A4C.0 i3oo S:*i JAMB {CYPJ lib X 1/2 SELF TAPPING SMS SEALANT XWEEii i / p�7 X I'1/2 SELF VIND'JV FLANGES L MAP-LI+7N TAPPING SMS SECTION A —A (7) , h6 X 1/2 SELF TAPPING SMS !—•— SEALANT FLANGE$ Svi,140 FETVEEN y EA ANT FLANGES NAI-ANT CTWEEN e8 X 1-1/2 SELF 't KA.Lmm L !PULL11]N TAPPItc S•4S SEC iAPPI. SMS 7i0Pr A —A (3) SECTION A —A (4) 1x 4xI/8 1X4X3/8 I I v TUBE ML LLION Fv TU��. e•, ....Ioe3 S.M. 7 ►s X 1/2 SELF TA?PfNG SMS !I _*8 X '1`/C2 SELF TAFFiNG SMS SEALANT BETVEEM SEALANT 1ETV_E14 y V1nDi3v FLANGES v6vrwV F-;� c8 X I /2 S=�% LlVO4 . M.. NU' t _ !A_ I. ... -- r.8 X 1-112 SELF TAPFINv S?!S TAPPING SMS 1 � cECTsOiJ A -A (S) c:,--;0^' A—P. (61 I SCREV AVCHCR CTYP.) 1: SILL CLIF •. �••� .: 1 I/4' NIX `PqEC!ST S:v BY OTHERS DETAi.S.— - UXUAR;'- PL4TE I CF:R ALDITIONAL A.—:LRS. VMEN 4EOL;LRE.D: ATI A-0 In r TAPPI.^Y IM.—* rQ= ELE'J17i sIv I 0 1 e� 1iiE'I: z—[� FROM=X'_RICR INTERNATIONAL. INC FLORIDA EXTRUDERSFLORIDA .. S,,r,Fa�, FLORrDA SE►R 1000/1500 FLANGE SHEET 1 Y-.2 VERTICAL MULLION INTO HORIZONTAL SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN-PIRESSURS CAPACITIES FED 15 2-30 DRAWN BY: tlSH " APPROVED BY: DATE:2% 6 j 02 SCALE: \ i S m.: i VMHMFLG SEALANT BETWEEN VINDOV RANGES L MULLION 2000 P.V./DESIGNER SILL (TYP.) M8 X 3/4 SELF TAPPING SMS I X27/16X1/8 TUBE MULLION ` SEALANT BETWEEN VINDDV FLANGES' _.. L MULLION APPLIES TO HEAD & SILL WHERE 1" X 4' AUXILIARY ARY PIAPIATE QETAfL 2' X 4' TUBE MULLIONS ARE USED 2000 P.V✓DESIGNER TOR ADDITID/AL AMCHM, VIEM RCOUMED) SILL (TYP.) O 08 X 3/4 SELF SHEATHING TAPPING SMS 1 X 2 7/16 X 3/8 TUBE MULLION INSTALLATION ANCHOR t8 VDDD KLLLDI SCREV (TYP.) EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS \—*S X 3/4 SELF \.—L18 X 3/4 SELF 1000 S)i TAPPING SMS 1000 S.H. TAPPING SMS HEAD (TYP.) HEAD (TYP.) 2000 P.V./DESIGNER SECTION A —A (1) SECTION A —A (2) SILL (TYP.) X 3/4 SELF TAPPING SMS m—m`2 X 4 X3/8 TUBE MULLION Co s WIL NDOV �� m7 i VIMULL lve+u�+r t: Mt1Lltt o D s FE # SEALANT BETWEEN SEALANT BETWEEN WINDOV FLANGES WINDOW FLANGES L MULLION L MULLION r2000 P.V✓DESIGNER SILL (TYP.) ( r—LI8 X 3/4 SELF / TAPPING SMS % /�I X 4 X 1/8 / TUBE MULLION f18 X 3%4. SELF 1000 SA TAPPING SMS HEAD (TYP.S SECTION A —A (3) MULLION wig. APPLIES TO MEW & SI(L "M I' X 2' t I' X 2 7/16' TUSE YUUJOMS ARE USED DETAIL B WADS TALLATIW ANCAN N %.= SCREW R7V) MWIL CLIP L1 1/8• MIN. EMBEDMENT �..I vs, MIX DETAIL c, t8 X 3/4 SELF TAPPING SMS 2000 P.W./DESIGNER 1000 S.H. SILL (TYP.) HEAD (TYP.) #8 X 3/4 SELF SECTION A —A (5) TAPPING SMS 1 X4X3/8 r TUBE MULLION `118 X 3/4 SELF TAPPING SMS 1000 S u HEAD (TYP.) SECTION A —A (4) FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD, FLORIDA arts: SER. 2000 F IN SHEET 1 OF 2 ; c - . - TW11 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF,`2) FOR DES -I GN PRESSURE i^CAPAC I TIES, - DRAWN BY: MSH APPROVED BY: )ATE 2/6/02 I SCALE: N T S DWG.: 2HMF INTR .30 2000 P.V✓DESIGNER SILL (TYP.) N8 X 3/4 SELF TAPPING SMS `IX27/16X1/8 TUBE MULLION SEALANT BETWEEN / SEALANT BETWEEN WINDOW FLANGES wywaw FLANGES— E MULLION L MILLION V \—#8 X 3/4 SELF 2000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (1) MANUFACTURM (RS u3R/ v A , .�} 7 ,� r" IT SEALANT BETWEEN VDO W FLANGES L MULLION 2000 P.V✓DESIGNER SILL (TYP.) M8 X 3/4 SELF TAPPING SMS T1X4 X1/8 TUBE MULLION TYPICAL MULLION TO CONCRETE O JAMB (APPLIES TO JAMB WHERE I- X 4- 1)QTAIL B Q do 2' X 4' TUBE MULLIONS ARE USED) r2000 P.VJDESIGNER SILL CTYP.) CONCRETE OR MASONRY- N8 X 3/4 SELF BY OTHERS TAPPING SMS 1 X 2 7LL X 3/8 INST CN ON SCREW AN 4OR (�; TUBE MULLION OIL BY WOOD EXTERNAL: MULLION - INSTALLATION CLIP BUCK BY OTHERS MILLI 2000 P.V✓DESIGNERON 18 X 3/4 SELF SILL CTYPa _ 2000 S.H. TAPPING SMS HEAD (TYP.) la X 3/4 SELF - SECTION A —A (2) TAPPING SMS 2X4X3/8 Q TUBE MULLION SEALANT BETWEEN 1 .1/4' MIN. WINDOW FLANGE EMBEDMENT L MULLION - r� A N8 X 3/4 SELF L r A TAPPING 5MS, 2060 S.H _ .. 2000 P.V✓DESIGNHEAD HEAD (TYP.) _ . .. snL.crrpa 8 X 3/4 SELF SECTION A-A� M II - TAPPING SMS I X 4 X 3/8 ELEVATION ' TUBE MILLION VIEWED FROM EXTERIOR 41 �,%FLANGES FI;ORID1 =EXTRUDERS R F'L�ORMA L MULLION .. ' SER ;29QQ:':FLANGE ._-. SHEET- 10 TRIPLE HORIZONTAL MULLION ',SECT_I ONS •8 X 3/4 SELF B8 X 3/4 SELF TAPPING SMS 200o Sx TAPPING SMS SEE OTHER SIDE ( SHEET 2 OF '2) F-OR ma.) HEAD (TYP.) DES IGN'`-PRESSURE-CAPACITIES' SECTION A -4 0) SECTION A —A (4) DRAIFN BY. MSH At xov> HYs x:. 18 8 2W2 ,� DATE: 2/6/02,-. sci-LF TS=-�. ►c.: 2HM GTR - 2000 S. I X 2 7/16 X 1/8 20M S.H. i X 2 7/16 X 3/8 IAMB CTYPJ TUBE MULLION JAMB CTYPJ TUBE MULLION i8 X 1/2 SELF i8 X 1/2 SELF TAPPING SMS TAPPING SMS 2X 4.X3/8 _ TUBE MILLION SEALANT BETWEEN'. i8 X 1-1/2 SELF 2000 SA VINDGV FLANGES VWDOY - TAPPING JAMB CTYPJ i MULLION i8 X 1—!/2 SELF t NUlltat+ TAPPING SNS SECTION A -A (t1 SECTION A -A (2) (��1X4X1/8 1 X4X3/w- TUBE MULLION (—'-1 TUBE MULLION DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION INSTALLATI INTERNAL CLIP 1X OR 2X MULL JL 1X OR 2X MULL DETAIL 8 i8 X 1/2 SELF TAPPING SMS INSTALLATMIN ANCHOR 3/16' DIA TAPCON SCREV ANCHOR CTYPJ SILL CLIP 2000 SFL 2000 SH SEALANT BETWEEN' i8 X EMBEDMENT SELF 1 1/4' MIR JAMB RYPJ JAMB CTYPJ WINDOW Mf LXA OSS TAPPING SMS Q - _. EEDNENT SECTION A -A '(5) --I .. PRECAST SILL BY OTHERS AUXILIARY"PLATE 4A.PPII 1/2 SELF i8 X 112 SELF (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) G SMS TAPPING SMS �. a SEALANT ;BETWEEN DFTAtI SEAUWT BETWEEN . i8 X 1-1/2 SELF VINDOV.FWiGESVDVDOV FLANGES TAPPING S14S--- i Ml/.LSOM 1-1/2 SELF t:A A MULLION TAPPING SMS SECTION A -A (31 SECTION A -A (4) i8_SELF TAPPING` -; SMS CTYPJ nFTAR B - ELEVATION VIEWED FROM EXTERIOR �.®• _ . _ _ D EM MATIONAL, INC FLOOD ' FLORIDA EXTRUDERS ; oRD,_FwPMA "�`•� TrI SER.. 2000 FLANGE SHEET, -1`:Of 2 . S � VERTICAL -MULLION INTO HORIZONTAL:. oR/ SEE OTHER SIDE' (SHEET--2-OF 2) FOR,: Zara ra DESIGN PRESSURE `CAPACITIES 7. 18 z� 2CO2 LDR:A1rN BY: J B H A»ltovm BY. ....... __... DATs2/2/02._ NTS.... D1rG.:.,'.2VMKMFLG_.'. . �S SEALANT BETWEEN VINWV FLANGES t MULLION MANUFACTU�R 1�T FwR/va 9p R— raz # 20QO P.V✓DESIGNIER 2000 P.W✓DESIGNER SILL (TYPJ SII-L (TYP.) AUXILIARY ADDITMNAL ANCHM, VMCM REDUIRED) AI 08 X 3/4 SELF IS X 3/4 SELF I TAPPING SMS TAPPING SMS Ix27/16X1/8 1X27/16X3/8 TUBE MULLION TUBE MULLION APPLIES TO HEAD & SILL WHERE I' X 4' & 2' X 4' TUBE MULLIONS ARE USED SHEATHING /— INSTALLATION ANCHOR I8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION SEALANT BETWEEfl— VINDOV FLANGES t MULLION xTAnl 18 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (1) SEALANT BETVEEN SEALANT BETWEEN WINDOW FLANGES VINDOV FLANGES t MULLION' t MULLION 2000 P.V./DESIGNER SILL (TYP.) 18 X 3/4 SELF TAPPING SMS 1X 4 XI/8. TUBE MULLION 18 X 3/4 SELF 10 00 S.H TAPPING SMS HEAD (TYP.) TWO BY WOOD BUCK BY OTHEF 2000 P.V✓DESIGNER`E� '-'A SILL (TYP.) I8 X 3/4 SELF CL10017K TAPPING SMS I8 X 3/4 SELF A ✓ HEAD (TYP.) TAPPING SMS / 2 X 4 X 3/8 SECTION A -A (2) TUBE MULLION L 1 1/8' MIN EMBEDMEN ELAIAT1ON SEALANT BETWEEN VIEWED`FROI EXTERIOR .L NDOVMULL FLANGE ION DETAIL APPLIES TO MEAD.& S0.1 WHERE I' X 2' t _. Nt_1'-X 2 7/16'-TUBE MUUJONS ARE USED wz ALLATMN AML7gR OW StREv .) 2000 P.V./DESIGNER N8 X 3/4 SELF CLIP SILL (TYP.)" TAPPING SMS LF THING S3/4 MS —1000 S.M. SECTION A -A (S) i X 4 X 3/8 HEAD (TYP.) I K EKT TUBE MULLION FLORIDA EXTRUDERS INTEmnoNAL, INc SANFORD, FLORIDA Z : TMY- SER. 2000 FIN SHEET I OF 2 TWIN HORIZONTAL MULLION SECTIONS , V" SEE OTHER SIDE (SHEET 2 OF 2)'FOR 18 X 3/4 SELF DESIGN PRESSURE CAPACITIES" TAPPING SMS1000 f HEADS(TYP.) it ES DRAWN BY: MSH APPROVED, BY SECTION A -A (4) DATE:2/6/02 SCAU: NTS DIrG.: • 2HMF INTW TYPICAL MULLION TO CONCRETE • JAMB (APPLIES TO JAMB WHERE I- X 4- DETAIL B A 2' X 4' TUBE MULLIONS ARE USED) _ Q CONCRETE OR MASONRY =� BY OTHERS 2000 P.V✓DESIGNER 2000 P.V./DESIGNER r SILL (TYP.) INSTALLATION ANDIOR 3n6' DIA SILL (TYP.) TAPCON SLREV ANQOR CTYPJ #8 X 3/4 SELF /j N8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TAPPING SMS 1 X 2 7/16 X 3/8 ONE BY VOOD EXTERNAL MULLION INSTALLATION CLIP TUBE MULLION TUBE MULLION BUCX BY OTHERS SEALANT BETVEEM SEALANT BETWEEN VINL FLANGES .. .. .. .. VINDOV FLANGES NDOW .. -... _. _MULLION L MOO P.V✓DESIGNER SILL (TYPJ It8 X 3/4 SELFTAPPING 9�C118 X 3/4 SELF 48 X 3/4 SELF SINS �2000 S.I.I. TAPPING SMS S.H. Tom' 'SMS 2 X 4 X 3/8 Q HEAD <TYPJLkNj HEAD HEAD (TYPJ,.. TUBE MULLION SECTION A -A (lj SECTION A -A (2) L , 1/4' MIN. SEALANT BETWEEN EMBEDMENT VDww FLANGE L IL1LAMN lam•, _ _ � T � .. `GvRioa F--�trR yDf-eS DETAIL B E FELE# X 3/4 SELF N8 TAPPING SMS SEALANT BETWEEN VD(DOV FLANGES 2000 S.H. L MULLION 2000 P.V./DESIGNER SILL (TYPJ r 2000 P.V./DESIGNER SILL (TYPJ HEAD (TYPJ SECTION A -A (5) LS8 X 3/4 SELF TAPPING SMS r i8 X 3/4 SELF TAPPING SMS I X 4 X 1/8 1 X -4 X 3/e ELPVAMOM TUBE MULLION TUBE MULLION SEALANT BETWEEN VIIDOV FLANGES L MULL MN M8 X 3/4 SELF k8 X 3/4 SELF TAPPING SMS Tull SMS 2000 S.H. HEAD (T HEAD (TYPJ HEAD (tYPJ EC STION A -A (4j :.. SECTION A -A (3) ._ 1 F B 2liL'2 VIEWED FROM EXTERIOR FLORIDA EXTRUDERS SANFORDFLOIIJTEitxATI. FLo mA RIDA ftnz: SER.; 2000,. FLANGE SHEET" J O.F._ 2 - TWIN HORIZONTAL MULLIOw-SECTIONS SEE OTHER SIDE ( SHEET 2 OF -2)- FOR DESIGN.. PRESSURE; CAPAC,I T I ES; DRAIIN BY: MSH __ APPROVED..- , Q� SEALANT BETWEEN WINDOW FLANGES L MULLION AUXIUARY 47M ADnrtIDaV. AMDMtt. VMD+ REOMED) O CErfnU , FLORIDA S. ®. A. F. MAMTACTIUM NAME: E -o fL o1P/1>•f E�TvDtS — — _41g= FILE # % NA LroN 2000 P.V./DESIGNER 2000 P.VJDESIGNER SILL (TYP.) SILL (TYP.) R8 X 3/4 SELF M8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION ! X 2 7/16 -X 3/8 BE MULLI11r1 SEALANT BETWEEN VINDOV FLANGEULS L MLION R8 X 3/4 SELF 1000 SJi. TAPPING SMS HEAD (TYP.) -SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN VINDOV FLANGES VIULLNDOW FLANGES M L MULLION i MULLION 2000 P.V./DESIGNER SILL (TYP.) r-08 X 3/4 SELF TAPPING SMS \ I X 4 XI/8 T TUBE MULLION Y8 X 3/4 SELF 1000 SJi TAPPING SMS HEAD (TYPE SECTION A —A O SEALANT BETVEEN� VINWV FLANGE L MULLION 2000 P.W./DESIGNER SILL (TYP-) 0 8 X 3/4 SELF TAPPING SMS !X 4X3/8 TUBE MULLION \_08 X 3/4 SELF \—NB X 3/4 SELF TAPPING_SMS __ TAPPING SMS 1000 S.H. 1000 S.M. HEAD (TYPE _ HEAD (TYP.) ION A -A (3) SECTION A -A (4) TWO BY WOOD BUCK BY OTHEF SOLO P.V./DESIGNER SILL (TYP.) R8 X 3/4 TAPPING SMS f-2X4X3/8 TUBE MULLION SECTION A -A (5) R8 X 3/4 SELF TAPPING SMS APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED THING INSTALLATION ANCHDR •8 VOOD SCREW (TYP.) EXTERNAL MULLION tsD4STAL.LATIOM CLIP _ _ I. ►BILLION L �-A / L1 1 1/8' MIN. F•— EMBEDMENT FLEVAM wEwED FR011 E MUOR DET,AJL 8 APPUES TO HEAD do SILL WARE 1' X Y @ 1' X 2 7/16' TUBE NULUONS ARE USED AUATION ANOM #0 WOOD SCREW MDRM CLIP . HEAD (TYP.) ��EMBEDMCNT FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA TrrIE: SER. 2000 FIN SHEET I .OF 2 - HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF.2)' FOR DESIGN PRESSURE.CAPACITIES. DRANK BY: MSH APPROVED -BY-.—.,. _ DATE:2/6/02 scAIE:NTS IDTG.: -2HMFIW- ?s TYPICAL MULLION TO CONCRETE O JAMB (APPLIES TO JAMB WHERE 1' X 4' AI k 2• X 4' TUBE MULLIONS ARE USED) Q SEALANT BETWEEN SEALANT EALAN BETWEEN FLANGES WINDOW FLANGES KIMMULLION CONCRETE OR MASONRY t MULLION 6 8Y OTHERS 2000 P.V./DESIGNER 2000 P.VJDESIGNER SILL (TYPJ SILL (TYP.) INSTALLATION ANCHOR 3/16' DIA. TAPCON SCREW ANCHOR (TYPJ #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS ONE BY WOOD EXTERNAL MULLION X 2 7/16 X 3/8 INSTALLATION CLIP 1 X 2 7/16 X 1/8 TUBE MULLION `TUBE MULLION BUCK BY OTHERS KNIMN 2000 P.V./DESIGNER SILL (TYPJ f8 X 3/4 SELF TAPPING SMS N8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS 2000 g}{ TAPPING SMS 2 X 4 X 3/8 2000 S.H. HEAD (TYPJ HEAD (TYPJ TUBE MULLION Q SECTION A —A (1) SECTION A —A (2) SEALANT BETWEEN WINDOV FLANGE �+ -1 1/4' MIN EMBEDMENT _ L MJA-MN FLU - CENT ' A4 lit WTATL_S r--- A v ORS A, li+�• #S X 3/4 SELF A p SEALANT BETWEEN SEALANT BETWEEN TAPPING SMS tVNU1DV FLANGES t aONLIV FLANGES 2000 SJi HEAD CTYPJ 2000 P'VJDESIGNER 2000 P.V./DESIGNER -- SILL (TYPJ SILL (TYPJ SECTION A —A (5) _ ti8 X 3/4 SELF p8 X 3/4 SELF TAPPING SMS TAPPING SNS 1 X 4 X 1/8 1 X 4 X 3/8 TUBE MULLION TUBE MULLION ELEVATION VIEWED "FROM EXTERIOR FLORIDA EXTRUDERS nv� MAT101t Tc ,SANFORD, F'LORIDA -" "-- TP1Y.S: SER. 2000. FLANGE SHEET,-;1 OF:; 2 HORIZONTAL MULLION SECTIONS *8 X 3/4 SELF 99 X 3/4 SELF - SEE OTHER SIDE ( SHEET 2 OF 2) FOR TAPPING SMS TAPPING SMS `-200o z S.H. DES IGN"PRESSURE'-CAPACITIESHEA' sx . _ MEAD (TYPJ D <TTPJ 1 B Zit ° ?' SECTION A —A (3) SECTI ON A —A (4) DRA11i HY: MSH APPROVED'HY.- _. �._ _.. ..�.,__. ._.,..;._•__... _.... _ ._._ .. - .. g D D .. w.2HMF - ATe 2/4/0 GALE. NTS WG LG , s_ ay zooA�'T S.M. 2000 S.M. JAMB (X 1/8 JAMB (TYPJ ION 8 X V2 SELF C APPING SMS 1 X 2 7/16 X 3/8 TUBE MULLION TWO BY WOOD — BUCK BY OTHERS 1 1/8' MIN. EMBEDMENT '17— DETAIL C 2 X 4 X 3/8 \ SHEATHING TUBE MULLION \ $8 X 1/2 SELF INSTALLATION ANCHOR •8 WOOD TAPPING.SMS SCREV (TYPJ EXTERNAL MULLION INSTALLATION CLIP 2000 SA MILLION JAMB (T1PJ APPLIES TO HEAD ec SILL WHERE 1' X 4' SEALANT BETWEEN SEALANT BETWEEN VINDOV FRAME VUNDOV FRAME t MULLION t MULLION M8 X 1-I/2 SELF B8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (1) SECTION AAA (2) CENTRAL a 8itl L FLORIDA B.O. A.S. #8 X 1-1/2 SELF WINDOW FLANGES 1 1/8' MIM CTURE e 'R NA; TAPPING SMS s MULLION EMBEDMENT rGoR/nt►t�`l+i 1111i�+1 SECTION A —A (Si s,nHaMc MASTER FILE ## 7 _ 1X4X1/B IX4"X3/8 TUBE MULLION - -TUBE MULLION z000 SA 2O00 SA JAMB (TYPJ JAMB (TYPJ #8 X 1/2 SELF M8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETVEEf1 SEALANT BETVCEN VINDQV FRAME WINDOW FRAME. " t MULLION ... t MU_LWN *8 x-1-1/2 SELF_ . _.-: _._ 28 _x 1-1l2 SELF TAPPING. SMS TAPPING SMS SECTION A -A (31 -- SECTION A —A (A) & 2' X 4 TUBE MULLIONS ARE USED •8 X 1/2 SELF APPLIES TO HEAD k SILL WHERE I' X 2' TAPPING SMS do 1' X 2 7/16' TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETt8 VDOD SCREV AI (TYPJ SILL CLIP SE&ANT BETWEEN DETAIL C -N, vmn taANtw M8 SELF 1 AUXILIARY` PLATE -- - (FOR ADDITIONAL=A S;`.VHEN REQUIRED) 6 O SMS (TYPJ . DETAIL B MULLION EAO MEWED'fROM EXTERIOR _ FLORIDA:- EXTRUDERS uNATTONAI., iNc r SANFORD, FL.ORWA 3 �.t Tnu: SER. 2000 F I N� SHEET 1 OF 2 VERTICAL MULLION SECTIONS 1 4 SEE DESLGNHPRESSURER SIDE �CAPACITIES 2)FOR DRAIPN HY:MSHI APPROVED'BY: DATE:2/6/02 I SCALE: NTS DqG.: 2VMF I N 4p �f ONE BY WOOD DETAIL C 2000 SR 1 X 2 7/16 X 1/8 - 2000 SA I X 2 7/16 X 3/8 + BUCK BY OTHERS IB (TYPJ TUBE MULLION JAMB (TYPJ TUBE MULLION CONCRETE OR MASONRY' BY OTHERS N. 1 1/4' MIX Q Q EMBEDMENT Q N8 X 1/2 SELF N8 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16' DIA TAPCON SCREW ANCOR (TYPJ EXTERNAL MULLION INSTALLATION CLIP 2 % 4 % 3/9 BETWEEN SEALANT BETWEEN TUBE MILLION - WINDOWSEALANT FLANGES WINDOW FLANS TYPICAL "MULuoN TO CONCRETE O HEAD t MULLION t MULLION �� (APPLIES TO HEAD do SILLWHERE I' X 4 it8 X 1-1/2 SELF SELF f8 X 1-!/2 SELF B ( P.)i-E JAMB CTYPJ dc,T_X'4'. lUBE'MULUONS'ARE USED TAPPING SMS TAPPING SMS ti ... ... SECTION A -A (1i SECTION A -A (21 - DETAIL 6 08 x 1/2 SELF . TAPPING SMS INSTALLATION ANCHOR 3/16' DIA TAPCON 1 X 4 X 1/8 TUBE MULLION _...." 1 X 4 .X 3/8. TUBE MULLION - .. _.. .. llow -am .' SCREW ANCHOR (TYPJ SILL CLIP 2m S.H. 2000 Ski. 49(TYPJ JAMB (TYPJ 1=04F 08 X 1/2 SELF TAPPING SMS d SEALANT BETWEEN' SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES t MULLION t MULLION #8 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (3) SECTION A -A (4) URMNAME: MANUFOS. N � T FII # �!. 2 M8 X 1-1/2 SELF SEALANT -BETWEEN Q TAPPING.SMS WOHDOV-FLANGES -- 1 1/4' MIN. t EMBEDMENT EC STION A -A (5) _' . DETAIL C �PRECAST `STLL—BY-OTHERS " AuxluARr °PLATE (FOR_AIIDITIONAL,ANCHOR S. VlET1 REQUIRED) 0 0 .._ SMS CTYPJ ` DETAIL B MULLION ELEVATION 0 . VIEWED FROM EXTERIOR FLORIDA: EXTRUDERS n° WWA vo` VERTICAL MULLION SECTIONS ` ` l SEE OTHER.i SIDE {:SHEET,:2 >OF •2) ,FOR- 18 32lT2 DESIGN PRESSURE -CAPACITIES ' DRAWN BY. JBH APPROYED'T3Y 2:.}:= ; D T 2/P/02.,.._ SCALE: NTS DT►c ', 2V FLG'4 N8 SELF T Q3 i \ . MIAMi-OAt b1[AM I-DADE COUNTY, FLORJC • METRO-DADE FLAGLER BUILDI, BUILDINC CODE COMPLIANCE OFFII Mi TRO-DADE C•I.ACi.r•.R BUiLDr 140 Wi:ST rLAat.tilt sritnxrr, surn., 16 MIAMI, FLORIDA 33130.1: PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX (305)37s Premdor Entry Systems GONTRACCORMCr:N,INGSECT11 911 E. Jeferson, P.O. Box 76 (303)375-2527 rAX(301)373 Pittsburgh ,KS 66762 c:oN'rltAc'roltmvislj (305) 373.29" VAX (305) 37$.2' tattouuc: r covrnot. moist. (303) 373.2702 1'A .X (3()3) 372-G Your application for Notice of Acceptance (NOA) of Eutergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of lAiatni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad 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 t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend I use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor; Buildin` Code. The expense of such testing will bs incurred by the manufacturer, ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Rate tcoar(guez Chief Product Control Division THiS iS THE COVERSHEET, SEE ADDITiONAL PAGES FOR SPECiFIC AND GENERAL CONDITIONS BUILDING CODE �C PRODUCT REViENV COMMITTEE 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. ,1 Y l' RAJ 1i E D : 06/05/200 i x4t 4_a;rlr� Francisco J. Quintnni, R.A. Director Miami -Dade County Building Code Compliance 011ic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 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 designed to comply -with ' omply-with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entergy 6-8 S-W/E Insiving Clazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Coy 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 sing)( 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 leaf 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'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arcs are 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 hum, a;otection system. 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.REQUIREINIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ofthc 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 omeial or the South Florida Building Co. (SFBC) in order to properly evaluate the install ion of this system. MIanu Pcrcz, P.E. Product Co ro Exan: Product Control Division Premdor Entry -Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006_ NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I . Renewal of this Acceptance (approval) shall be considered after n renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, arc 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 aceeptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed 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 be cause 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. i. 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 Acccptancc 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 well 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 inspection nt tiie job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and rcmova) Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF T111S ACCEP' ',MNCE ManucYPcrcz, P.C.; Product Con tr xam Produ 'ntrol Division Glazed Units FIBERGLASS DOORS 6'8" Height — Inswing 1 1th) 2'0" TV X 218" 2'10" 3'0" Masonite Internationalr.l' COP-WL-MA0141-02 8CC0 02-0419.08 (Application Filed) Rating 1. 1 OPRalin 52.0 NO 1 Not Listed Not Listed — — Arrangem ent XO, OX, OXO r 1 Multiples1th) 2'e" + 1'0" masonite international1.1• COP-WL-MA0143-02 02-0419.08 (Application Filed) 52.0 NO 2'8" + 17 2'10" + 1'0" 210" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO I I IV' + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" - 3'0" + 1'0" 17' + 2'10" + 17' 1'2" + 3'0" + 1'2" 2.6"+2.6"+2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 (Application Filed) 52.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + TO" i TV + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2'8" , 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" + 2'10" 3'0" + TO" + 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 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 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, Vate or local building codes specify the edition required. Masonile Interna'onal structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CC0 protocol PA201, r2C? 8 PR2�:. U O akaff AR k EK'" RNTNY 1,(.nNS M•q.o+N re"rp,"Imrr o—, tti�nnC., rr��nya AP, III MI Masonite International Corporation D., p"lpryo 01 p, Y vtt unp,a.'M1aN r"aai sptclk)l , %. otsq" ano 0.00ou 01114:YIOO 1. [banpe .0001 n61 COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing 2'6" — 02-0418,03 X COP-WL-MA0161.02 (Application Filed) 55.0 NO 2'8" 2'10" TO" 3'6" Not Usted Not Listed — — Arrangement 1 1(h) Masonite Inlernalion3lr.l• BCCO r• Rating impactRated 2'8" + 1'0" i 2'8" * 17, 210' + 1'0" COP-WL-MA0163-02 02-0418.03 (Application Filed) 55.0 NO TV 37 + 17 17 + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0. OX, OXO 17 + 2'8" + 1'2" 1'0" + 2'8" + 1.0.' l'O" + 3'0" + 1'0" 02-0418.03 1'2" + 2'10" + 1'2" COP-WL-MA0164-02 (Application Filed) 55.0 NO i11" + TO" + 1'2" 2'6" , 2'6" _ 2'6" I { ( 2'8" + TV + 2T 21G"+2'10"+21V 3'0" + 3'0" + TO" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 COP-WL-MA0162-C2 (Application Filed) 55.0 NO 2'10" + 210" TO" + TO" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 21" 02-0418.03 COP-WL-MA0165-02 (Application Filed) 55.0 NO 2'1G" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + TO" ! i Notes: 1. Cccr a: rzngements using fewer panels than wh3! is showi in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite Wernatlonal 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 Miaml-Dade BCCO protocol PA201. PA202 3 PA203. w1jn AR ,Kr.. i�.lf ..w'1 .%�( --Ilk Y tt.00Nt rounT•u.nr FH«tYr. tn.r) C. �y�r,•, �, .) - • %ori i.. NO? Masonite (ntlrnatlOnat COrpOra tifir. Uvr Co:`LnW.`0 orogmm of otoru0 ; iorovtniwl IrNtei uecifieitiom. Vision rn0 7r57ud 9e1:n1 to CMnoe .yitllp•1 Nf:te. Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing r COP-WL•MA0146-02 a.t r 02-0423.01 (Application Filed) r• 1 40.0 ,. r 1 NO i X i i Singles r 2'0" 2'6" 218" _ 2'10" 3'0" 3'6" Not Listed Not Listed — — Arrangement i Pulliples r 2'8" + 1'0" rnite International COP-WL-MA0148-02 Rliami-Dade BCCO 02-0423.01 (Application Filed) OP Rating 40.0 Impact NO i 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 2'8" + 17 COP-WL-MA0149-02 02-0423.01 (Application Filed) 40.0 NO 1'0" - 2'10" + 1'0" 1'0" + 2'8" + 1'G" — 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" G" + 's'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO TV + 2'8" 2'10" + 2:10" _ 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO 21" + 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 usicg fewer panels Char, what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are availab:e from. the Masonite Inlernational website (www.masonite.com) or from the technical center. 3. insWIa!ion instructions are 341a5le from the P..asonite InteriMicnat website (www.masonite.com) or from the technical center. hc;u2i design pressure requirement for a spaci'Ic building design & geographic location Is determined by ASCE 7 (Minimum design loads for budings 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 PA2.01, PA202 & PA203. 0akcraff ARTEW •.n..x ,•..as r;r+'r"v DbpxS n...r•.v. M..pa"�:.�, D.n•. F:ra ia. 20"-i Ca ofurorwa In.proacntm mr•ee ,pt: ak:: s. Ctign ::-7"Y-1 t•,�",,..,, ,,.m rraj � Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing 1 COP-WL-MA0166-02 �., 02-0423.03 (Application Filed) �• 47.0 1. NO X Singles (width) 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed — Arrangement- X0, OX, OXO 1 !th) 2'8" + 1'0" Masonite Internationali.l COP-WL-MA0168-02 02-0423.03 (Application Filed) r• Rating 47.0 Impaclhated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 37 + 1'0" 1'2" + 2'10" + 17 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" TO" + TO" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2.8" 2'10" + 2'10" 37 + TO" 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" + 37 + 37 + 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.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 BCCO protocol PA201 • PA202 & PA203. 0 OakW,aff AR EK'" l.rl"1.t1yN"m W "...1:.,.." AN'1'NY OOONt Nw.H+uM rWa1ln emry'Dw• fX)Cl/�� ❑ � AM+t9. toot Masonite International Corporation OM Coffl~" WOWamW MOW imO,_"M mA" $Pft r14W4. !sir'Md M000C1 Mad suOless 10 Chan" W"hoW MIKe. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangement,1h) X 2'0" Masonite Internationalr,l COP-WL-MA0101-02 r 01-1031.01 r•Rating 76.0 ImpactRated NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not listed -Arrangement - X0.OX. OXO Multiples1th) 2'8" + 1'0" Masonile Internationalr.l COP-WL-MA0103-02 r 02-0109.10 (Application filed) r• 1 55.0 /. 1 NO 2'8" + 17 2'10" + 17 2'10" + 1'2" 3'0" + IT 3'0" + 17 17 + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 17 + 2'10" + 17 12" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2.8" 2'10" + 2'10" 3.0" + 3'0" 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" + 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. 13 O ak�raff AR k EK" e.tl-t..ele f.e n W .....I.•.a�n FI"FKri I.A%.% KN'I1MY•1100-S N.^T.�.Mr /V"F•nn'Dw ❑ •V,. 29,2002 Masonite International Corporation W. ton,m V D•Vgj, of pfoo o e Dr,. eN MAke% %WdK~$, Deign aM D,Wo oel)�1 S"p,etl to CnenW - o., M1Ke 0 a ue Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Outswing P9 X Singles (width) 2'0" 2'6" 2'8" COP-WL-MA0121-02 2'10" TO" 01-1031.02 DPRating 76.0 ImpactRaled: NO 3'6" Not Listed Not ListedArrangement — — X0.OX. OXO Multiples (width) 2'8" + 1'0" Masonile International COP-WL-MA0123-02 Miami -Dade BCCO 02-0109.09 (Application Filed) D• Rating 55.0 Impact, NO 2'8" + 17 2'10" + 1'0" 2'10" + 1.2" TO" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 21" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122.02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 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" 2'10" + 2'10" + 2'10" + 210" 3'0" + TO" + 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 8 PA203. O akWaft M 4 EK'- W.....L..aln l e eIHf NGI.A Si e:NTNY UUON{ N»A.-.rN rM.r-l•nry Dow. •wl 29.2002 C out wdunllllg 0109C of wo6m implo Ment Mahn swokalgnl. design so wOduf, delad Su0NC110 Ching! wi100N MUCt. PREM.' '/.✓1 .>. e., .. o.. 1. o.... Masonite International Corporation Opaque Units COP-M-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing Masonite International COP-WL-MA0106-02 Miami-Dadd BCCO 02-0109.08 (Application Filed) OP �Ratin�g 70.0 NO X Singles (width) TO" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed —IIIIIIIIIIIIffle-1 — Wo X0, OX, OXO Multiples (width), 2'8" + 1.0" ,nal COP-WL-MA0108-02 Miami -Dade BCCO 02-0109.08 (Application Filed) D• Rating 55.0 E it ,. 1110191 NO 2'8" + 17 2'10" + 17 210" + 1.2" TO" + 1'0" 3'0" + 12" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 2' 10" + 1'0" 17 + TV + 1'2" 1'0" + 2'8" + 17 IT + 37 + 1'D" 17 + 210" + 1'2" 1'2" + TO" + 1'2" 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 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 Filed) 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" + 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 websile (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 8 PA203. U O akcraff AR EK'- ..r,-......,.� " �.. ",.. ill/):M(i l.At\ k:H-I' Y DOOM{ N•"-r..o"w rw..rr-L",rr Ooe., ❑ AM 29.2002 Masonite International Corpora Lion 0u, UL W06W —910O M T -01S SOlULKir.O"l. OrSp" iM WOduO OBid S.DRC. 10 CKPW WBMO, "oLKe. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing Singles (width) 2'0" 2'6" 2'8" COP-WL-MA0126-02 2'10" TO" 02-0109.07 (Application Filed) 70.0 NO X 3'6" Not listed Not Listed — — X0, OX. OXO 2'8" + 1'0" COP-WL-MA0128-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 17 210" + 1'0" 2'10" + 1'2" 37 + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO IT + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 1'D" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0" + 17 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-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 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" + 2'10" + 2'10" 3'0" + TO" + 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. Oak raj AR k EK' .IMe."f: 1. A.�\ e: N'1"Y 1)OON.� rMrr•v..EM.I•u Envr Goon Apt. 29. 2002 0., Con.—,"o vmgmm of plppW inplo eM makes SpNoleJf.oni. pes,pn ..d pr00"CI Oelad SuWeal 10 ChoVe wOhDV1 IqI .. o.. r pee.. Masoni te International Corporation 6- TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 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. Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 114" f f 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 (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 18 and #10 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 properly to transfer loads to the structure. 0 AV029.2002 Masonite international Corporation Ool conenomg prog,am of pO .,t -morovemerA makeS SWOKIWS. oeign ano ol000Ct o".., luo,w to (nano! Ahow IMKe XO or OX t 111 1 • Unit ' SINGLE DOOR WITH I SIDELITE "UNIT 8'0" UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYP. • 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 f I f .. . r Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/13HMA At 56.2) 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 #10 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 properly to transfer loads to the structure. 0 Apoi79 1002 Masonite international Cor porat�on OW ,; y0y4W a'Vd.O ^^IPS.vn,fm mAl1 SUCpIgalAm QC)gn �nC a X,j tlna,, $UDKtt to t"a"Q, «4bo„l MIKC Ox0 A1114-02Unit ' SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 17.1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 'r r 11 r •1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA 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 #10 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 properly to transfer loads to the structure. APO 2e 2002 MBSOni1C InlernatiOndl �OfpOr�liOn UV. CWn.n..n0 :1,uTYn U� V�UV.0 ".;,, 9+Oup4 mJtti SPK4<m.un•. 0-on Y10 O-V0u" Ot34 SWK"o,",gt 14n014 nwKt. oxxoMID-WL-MA0005-02 Unit r DOUBLE DOOR WITH 2 SIDELITES 6• TYP. 6'8• UNIT 8'0• UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. t t t t t t T T T T r .. rM I Rough Opening 1 • 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 N8 and #10 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. 1 Wood bucks by others, must be anchored properly to transfer loads to the structure. April 292001 Ma3onite International Corporation 0.1 COnl--Q ppplim of p.00"n ✓nplOvlmMl miYl3 SpK IK�IgnS. OPSgn'"0 P'00u0 Otwl w• ' 10 (nl"fit "41m"1 n01�tt XX Glazed Inswing Unit APPROVED ARRANGEMENT: T O 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 size • 6'0' x 61- Design Pressure +52.0/-52.0 Limited water unless spacial 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•nalional, stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beep 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: 0o 00UER 00 00 00 M11 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ 0� Oct ❑ ° � 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 R/L, 24 FA 107 Series' 108 Series 304 Series Series' -This glass kit may also be useo In the following door style: Eyebrow 5-panel with scroll Oak raft AR k EK'- •M 1AUCR ra - Ta sJ I�IUIR(:L ASS CN'IR 1''UVORt ep..T .-ndfiwtY-lorry lhwr /�/�C.,IYI/)' • r I�[J►N/VI� �.�� r. r. AprilY9 Y002 Masonite International Corporation ow commx:�e V00'am or maaeS SpKdKat9ns. dtsq. and p`odKI Otlad WNW to Vyrpt -Wit "Kt XX ' ' ' ' ' ' Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 314 GLASS: FULL GLASS: a 00 00; 404 Series 410 Series 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 Oak raft AR EK'" W ....•1. ,. � re 1_I .f 1'Itll Ml:l •\\.\LNIMI'•I)Ilr)N\ ruon_sl�r•vN IM•euu [•nl10een ry�/j' ❑ /I e` •• Du• ♦ D.e.. Aprd29.2002 Masonite International Corporation pW com-wq Moen. of DrooW m`D.wemenl makes spK4K~s. Despn end prODuel &0" WbRtl 10 COa1Npe In100u1 n01Ke �''' '' XO or OX Glazed Inswing Unit t FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68•'. Single Door with 1 Sidelite Maximum unit size : 6'0- x 6'8- Design Pressure +52.0/-52.0 Limited alei unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7•nalional. state or local building codes specify, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beefl 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: a 00 °H n0 ° 101 00 00 00 100 Senes 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 [1 UU 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA. 23 AIL. 24 R/L 107 Series' 108 Series 304 Series Series' -This 9131s '�d !nay also be used in the toliovAng door styles Eyebrow 5-panel with scroll Oak raft AR 4 EK'. r..l • r 1111; ciA..c April 29. 2002 Masonite International Corporation 0vr D'o"Jni 01 prpOV[I n.p.OVCnlrnl nVreS SDM•I�CJ1pn5. O<S•On J':0 �•OC�II 0113.1 s�U,W is C*.Mee .4— n012< XO or OX Glazed Inswing Unit . COP-WL-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: F nn o0 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: dati0 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, P.E./20224 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 Oakcraff AR k EK" t (1vj 11o1'1:C1.:♦.'lNl 1 `U1n11(a Weo.tovHravaY-l.w, Oe-n /_REM I'Yln' VVVGb Apri1Y9 P002 Out (O.~9 pl0pranl Or pr000(1 mplOVAner11 nUk" Spf(i1K~S. Oe1-pn anp WOW Masonite International Corporation Jt1a�11,Drt 110 (n.1Ape w0n0v1 101,(e Ox0 I l r r l Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". 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. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined by ASCE 7-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-MA0004-02 or MAD-WL-MA0001-02 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: an °mu o0 00 ��9 0D 0U nn 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n n El a na na an na an an 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be vseo in the following door style. Eyebrow 5-panel will, scroll Oak raft ARTEK'- 1 `..,L ..�n Te a, u,.,1 c ❑ IUI NI:LA\\ I: NINI' Ul)1)N\ ae,..b..,..a re..Pufwr oea.• �C/�rwrs �.✓� ��." � Awil29.2007 Masonite International Corporation ov,,m -',ng moe,NO of MOdvO „nU,O.NnM1 rNf eS SDeCN,U1gn1. dt1�en rn0 WoevP deW 1."" to 0^1 —".w no1Ke. OXD Glazed Inswing Unit COP-WL-MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0o as 404 Series 410 Series 109 Series I IT 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: � x ra� 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-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). i�/ &4x;�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakes AR EK" (.xl,..•I,r.•n IluLKi�rn» I:IV I UrN)NS Nar..w.s liwpu FMn Dow. �• ., o.•rar D••.. April 29. 2002 Masonite International Corporation 01u Conl..," MOQ13. Of DF00W MD'Oremml nUkeS SWItKilgnl. 001V aM WdWl OeuA SuOlen W CWnQe wiIOO,O n01Ke. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT. COP-WL-MA0145.02 FIBERGLASS DOORS V L F. if Double Door with 2 Sidelites Maximum unit sire - 12.0. x 6'8" 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 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-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 now 0o 00 00 ADO 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RIL, 23 R/L. 2e RIL 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the f0110wing door style: Eyebrow 5-pane' with sC1011 Oak raft AR EK1Y ....1_ .• n te..n..a o 1:111C MI:L ASS LW-r KV DI-1 ean..T—. Fr ,-1.wr Doa.1 grfiT�c:x(r.//.. ✓.r.n � .+Ow rOe ApIit2y 2002 Masonite International Corporation Ow ccnlinwne 0t00_ 01 p.000n _D,0 menl makes spar bns. Oes.en an0 woduo alga $01111 to Donee -eno.a nacre OXX0 11 f Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: pp pp 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: i 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-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 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). / &EX�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0 Oak raft AR k EK'" t l� •1y 1 •T .Ya...l. i�,rn Mc � ..1 cn1 I,u��n.. ...•,..r..wara..p... a�, o••. �E/�'i�F.J/ ❑ r n, �kc�.�.> ✓... O'i��s mow ao• Apr$29.2002 Masonite International Corporation N coM.nu" or•prarT of •roeun-0,"—eM maYtS seeerlKNgnt, eesgn aq erOerrC1 4elad 51b^1 to CW9e I~ rg1.Ce XX ' ' '' ' ' Glazed Inswing Unit ' • 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 O r" 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 We - 6T x 87 Design Pressure +40.0/-40.0 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-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-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: 0o 00 822 series 1/2 GLASS: 0 El oa 404 Series 108 Series U O akcraff AR 4 EK'« r......I.." ".- r'ru411f Ln.t\ LNfN\' 00091 e+a..r..aw.e ea..re"ln«I oven PREM0aZW1,,va. tl April 29. 2002 Masonite International Corporation Om conrmu.ao ,00.pm or Modun .myommem moats Specdlc~s. de3.0. +ne p'oauo oeud W4^1 r0 (hoot «dhokd eorte. XX ' ' '' ' ' Glazed Inswing Unit r 810" 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, P.E./20224 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 Oak .,gaff AR k EW ~`.l �G►' 0=6,J/ April 29.2002 Masonite International Corporation N, commumo program of prods a anWr MtM .&kt$ SWINiWont etsgn a,W product deW WOKII 1p Iwo, .0hW1 w.cc XO or OX i I f -' t Glazed Inswing Unit ' 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: r.: 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". Single Door with 1 Sidelite Maximum unit site - 67 x 8'0' Design Pressure +40.0/-40.0 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: 00 822 Series 1/2 GLASS: ElD Do 404 Series 108 Series U Oak raff AR k EK" • r •� • �- f1-111iu'MetL nCc r(Nl N\',D.H.M1 No+t..vMIL.4Vn e.w. Dow+ PR61,15K0/; (..//. /,.... `.��/ Vl/��, MaSonite International Corporation ApM 29 2002 Ow con -,no o.00,am or moons mo,o,emem —kes saana>tonsees.en and 0m1.K1 01W svUlrO. ~01 wnMW —; , XO or OX 11 a c 1 Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300 Series APPROVED SIDELITE STYLES: RO Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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: =8CC0 AC MIAMC 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 Oak gaff AR 4 EK" F.11�l..•I. I..�T%% ...1. l a.rvrrJ 1'IUI Mr:LA{.l LN-rMl' 1)Ill>M< r.Ir,.Ta.•wN farral,v Fw)Doen R ❑ VVV Aprii2y 2002 Masonite International Corporation Ow conlmuing program or aooun •^provemml makes spKdaC~5, oes,gn and proeml pelarl 10110 to mange .."o W." Oxo ttjel Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x WWI. Single Door with 2 Sidelites Maximum unit size . 9'0- x 8'0' Design Pressure +40.0/-40.0 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 tot 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-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: n 00 404 Series Dm 822 Series 108 Series U Oakes. raff ARk EK'� r..r�..., �- runtKr.t,nss Fnr r,u'Ilk s �� n(.J/...4:. � April29,2002 Masonite International Corporation Our onikllntle DrUalartl or yr40u0 mrolo.erMnl r kn, SDecOKat.ons. oesgn aM 1,100.1 Oewl subpect to chanet *.Ihoo nouft. Ox0 '1 1 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series • APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 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/ &af3� State of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 Oak raft AR EK" r.. �. ve . ,.•m a...n ,.,,.,.., jABLK(;LASs CN'IRY DOOMS F_y.. e.wr Uo— �/�/Mn�r��. �iM ❑ • �0 April29.2002 Masonite International Corporation Om [Doomingg piopam of pioeuc+ mwo•emem mates SWdKargns. oes-pn 04 VOOW Enid SO RC ro cronpe gnow nol.Ce OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 7+ icy &'S' .'.i��,,rr a p.`� U 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 Maldmum unh size- 12'0' z 8'0' Design Pressure +40.01-40.0 limited wale( 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-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: 1/2 GLASS: 0 0o 404 Series am 0o 00 822 Series 108 Series U Oak�raff AR k EK" 1w._.�1 . 1 1 .1 ❑ 'IULN(:l •151 LN-f Ml',Ul)1)M.0 w,,.l..ew.l fa..ryutnv10oon PRF�f�:?G:✓i.�:,.. ' •+ Ov. a Die•. April 29.2002 Masonite International Corporation put t0mmvIng 01UP1M of 010dI mmd.elnem —4% SMCO"'—S. 0"'0. rnd VO4", 01114 lvolecl 1. ceanpt -maul W-C, OXX0 r I t I Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series . APPROVED SIDELITE STYLES: n 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 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). / &-X�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft Al k EK" .•..i. n 1.. .r..�.l FllIINCL.\[\ li N'rNl'`U.)O"1 a Ap,a2q 2002 Masonite international Corporation ow CO" _."e 01001— 01 010"a "p—o "t T»t5 SMC.IK~s. Ots�gn >"0 woo., oua S01.110 C11>"Ot -~ w." XX Glazed Outswing Unit APPROVED ARRANGEMENT: FO 0 COP-WL-MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size - 6T x 6T Design Pressure +55.0/-55.0 Umiled 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-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: 00 °11 00 00 00 00 Im 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n D HU 00 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 Rk. 23 R& 2a Rll 107 Series' 108 Series 304 Series Series' -This glass kit may also be vsed in the following door style: Eyebrow 5-panel with scroll O aka AR k EK'- r..r�.,.• . •T rurewec,\l\ lNl Ml' UIIUM] �,•r••ss'a•w•, t„ter �•«� fe April 29 Y002 Masonite International Corporation 0.„ C".- ,ne a,00,am or o,oaVo +"o.o.emere maaa saecagaoes. desro^ 1W d,dducr Ulu.,S�O�ti1 la cna-e. "1W, M- XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 404 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 Kurt Balthazor, P.E. — License Number 56533 Oak raff ARTEK' t...e„.•.,..e� ,+ I.. I °"N "Fwr Deus �smnc�� /�U►t ��.// J.:,s. �' Aprii2y 2002 Masonite International Corporation OW C-hn.,np pr001yn 0101~ mMOvemtM mNK SWOt V`U et5pn pM M "' ptr>J I.bw" to fn•npt «n.OW npltt XX Glazed Outswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: o r i�:t kr�3'z 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 = 67 x 8'0- Design Pressure +47.0/-47.0 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 localion is determined by ASCE 7-nalional. 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: 1/2 GLASS: 00 404 Series am 00 00 822 Series 108 Series U O_kcraff 'f... ARkEK" .•.I ureJ FIbUNGLA\t MrM3' ociogs r4.r3Y.r Im bs.n '. a • April 29. 2002 .. Ov.r Masonite International Corporation Ow C-.1—a eloeliT 01 eroa. mprO enl Ti313 SrKtJKaIKIn3. Oe3�bn .,re p000n 0,W SOK--00-91- WJ W- 'oPIBIONIE SSa 0"SS OR (�¢SECTION 6 j AVNuat i y . C No 3 to tXMEDMTL STlE$ foa 1E waeppp(n� DODII. UREITW EAOIIEShLE (ALloQAER) "willn7ill 0 REVISIONS E: DATE: £CN NO. APPVD: DESCRIPTION 11/00 MWW I OTY (1) WAS (2) FOR TRACK BOLT `-20 G YN. E71D 57LLE5 ATTAUED FO W01: TaRI PATQAFD NOG_{ -IOC SYSTEIN lop (70P, BOTTOM ! CEAl1ER). HORIZONTAL NSfAtIR,LK RIPPO�RT eT 0" (TO'L") EER � v10W b' LISTED(J> MEW 'C' Is a rxv sTE¢ rue AMM WI E'OI FAstE>;ED To 1n000 aura wTTLI B/14.1_5,a' .DOD LAG >. --- -- - - tI� aoue� mAnc LOW HEADROOM K AV Xmu As AN OPOOH 1' 12RNI IRYACR fN1G TRACK STEEL s:.OW T� �h 1 g 1. TTWWOM ® ¥ TYP. RA I, OR-C a DAL". arm ,RAa eRACJ(ET. (') TR-I ewe Gk PER 5i0E. REPORT#9606C Li �'°` T� HONe2oNrAN i�T�ivsl Oi r2wor u-s1Ra a eorroM sEcllolt. DINE u-aARs a NE%r seerloN, ac.) �LOG/IOIIOF OP71ONa'L VENTS )IIS A ePIL5NA1 ONSIDE KEYED L.00N POstrIDN WAR. DOOR WIDTH mnF FI IVATVwH: NOS] DOERS OV i0 1'0' Hw:H NEST Of (() 5EC1fOrt5 (SMORR). ). FRONT �ryp M E WrrD AIRfKE I xil OR 19 f2a1ER5. 1 OD. WI. DOORS OVER 1^_e• NRGH CONSIST OF (S) SECTLIR'S (clot 410wx w9mix REaINED. (AD SCREWS Ma IRE OWERAINK (9Ur NOr REOUNED) To PROVIDE A N/SN ""114 SWACC NUBEDTIGL a'ABS DO NOT TRANSFER IOW. -1 r- 2' THINS( 2,6 YELLOW PINE 25 U Mw. STEEL 1 SNw [OAIED NM G-W TaT CxvAw[ awED-0. PRwER, AND A BAKED-DN POLYESTER TOP C ' A•PLlEO 10 a0M ROES OF STEEL SON. SHm L.N AJwTs. GINS. 51EE1 MN. RRp siRC/N:M: 'A KS T Sf c l---• ruOE vRlSl 4 MOLDED WIDE 1/e�ACq SIm LRNDOw uir s[REr LITE ACTAPI R 121 O R-a (To PAN NEAP SCRfle - II G CALM. Sl$ IRAp (10 SCREM PEN UR) eRACI(Ef$ 111 1- 10 MOOD UM a„ A1NUlOgS ON 2r CODERS (C-90 WTTN ONE S/Ie',f_B/e' NAG maY BI-0UI)OR N CENTERS (2000 PSI AWL DUpETE) on PER TAU( 1ML4ULC1 SN'P LATCH I//14' fAPC011 SCTEWs ON 17-1/2- CENTERS /14.5/8' SHEET MET, SCREWS D 0 0 V4'J/4' SELF iMPV'G SCREWS. 11 G FW1 NNf.K HA .. IRR�SY .� STOP MOUIOM BY DOOR INSTALLER (TO SLAT) r / 20 oA MN. ULv. STEEL END STILE 20 GA CALv. ShII RRER. STILE 12 GA Glv STEEL rOP ONTO VERRL'L�. P51 ' OOIICRE'IE). RASHERS NCUM WyN (2.000 /-7/1B' TO. RUWO RST#JT \ "011ER BRACKET. EACH ONE SNAP LATCH ON WITH N�U11 . I Off MH. 'RASHER REOURED J FASTENER (ONE PER ROLLER) `la a GALv STEEL. CEN ER MRCE aMIXET ATTACHED w/(1) EACH SIDE D< WUt. WITH iA/0DN5. 4NCOIDRS wr K o01wiER tw 2' C'LV. STEEL /AAC1( fASiplm N F � 1r�( 1 t,s/e' SHEET 1e[rK wTFR. SIRE (N1f NOT aEDt ffl 10 PRONE A FLUSH 11 u fXV. STEEL TRICK aRACNETS i,ILStF1HET Tp Ef�D RLS f.1CN�) /116 a' TShEi� HICT�l SCNEMS,) MOUNTING SUIIfACE NORIIONTAL 44NO DO Nor �� ATTAUED TO EACH BRACKET IIh5((B' EL MRA. SCREENS ours" KEYED TRANSFER LOW. W1IL1 OIE 1/4'p/a' BOLT !NUT (1) 1/'',3S/IE' SQE TAPPHNG SCREWS PER END ]MICE_ OR Too 1/4- CIA xym, u fxv. sTEu IUIHDIE / END HINGE. EACH E1T0 ENO FASTENED 10 ENO SRE STILE 2' DIA SHORE STEM, 10 aAIL STEEL ROLLER, SHER M/ / / wrER. --f b'�iVt�N wR,-ESTEarklO. P(. SLEET K S IG SSYia' wsTDE IVA41lL STILE PRFPARANtbI OF Rv O -- SE mQH [-[ rLoHM,A. P.E. N195 IAPPIIG /' A.%/'s' $Elf OV w WFmf IlY[ LOOT BAR NORn1 CAROLWA P.E. /2311.32 =� IA}a��`rvv ovmN ENGCES N \ ou1sIDE TRACK ON wry 7. TlE OESTON Of T1IE T.PPORTINIC STRucnAw cLEmoITs DESIGN LOADS: +24.0 PSF & -24.5 PSF s' rA2-1-2-1 VIE TWO END SLIDE o9OLTTCEs NANOIE OF D SIDE SHWL SPOEUBR/ry TEST LOADS: +36.0 PSF & -37.0 PSF w A :-I _2-, PATTERN� �1.E. TiHp u-aARs SIRE ai DOOR PiCORp FDIC NNE BtRtDaIG oR STWC11ai OF ON HOr10M SECRON. NNE u-aW ON I#Xf M UbwgENT BIAWIC COOES FOR THE LOWS LIM ON INTO mw--NL - - SECTION ETC ). EAUI U-BAR ATfApEO D MM 1 1'ilIi' sELE TAPPING SCREWS PER LOGiION. LOCK on EACH SIDE OF DOOR. uK�L - ID G GALV. STEEL BOTTOM eRkCKEr /14d/a' SHEET METAL SCREWS. ATTACHED utmTw KTRIM A IO. N MHn WUDENSSWP. 3 NOTICE "'^ • N.am TAiI (DM0St7. YAKI NO.: r eIDPAr �g"N""'X. A..M LW— � RAN OtS TOLERANCES ,,. 312 raeAR A Sae ItiOD Celciraw0, OR 45202 IDEAL r sid"A wi4' eiweL1i0• .0 . t.03 1d xR. 1-su-1a1 -/EOp BYI/TgOt OooUi im W. 1-Sls-7Bi-J519 •He.M ae c.,N.,L°F,N„� M a0i" w" "'°� °'°I''�'• ^ .00 . t.0)5 .000 . tA05 DESCRIPTION: MODEL 6RST w4 16-0 . 8-0: 24 /-2a,5 DESIGN LOAD 0000 _ t.001 Os4rsn . t I/2 DRAWN BY: BMM DATE: a/WOO SCALE: NTS DWG. i ks Angle + CHECKED BY: MWW GATE: 4/18/00 SHEET 1 OF 1 512E - PFOjeelion VM.se stow pNmsm DIMENSIONS ARE IN NOTES. DWG. NO.: 102138 REV. NO. 1 iC c `M n MOD : 6R T ( GA T PI SKIN1 MODEL: 4RST (24 GA. STEEI SKIN) N E O 3 OPTIONAL DSB GLASS OR LISTED 1 8' ACRYLIC UTES AVAILABLE ( SECTION B-B) IN. ENO STIES ATTACHED TO DOOR PATENTED TOG-L-LOC SYSTEM TTOM & CENTER). . M REPORT#9606C a 25 GA. MIN. GALV.—/ (� SLIDES) STEEL SKIN COATED WITH A BAKED —ON PRIMER, TWO POINT LOCKING AND A BAKED —ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. uc KLTtV LUCK POSITION — DOOR WIDTH 9.0• 114x5/8" SHEET METAL SCREWS TALL x . U-BAR (50 KSI) DOR SECTION. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDEC I T LLICFC OPTION NOTE 1: DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN . DOORS OVER 7'-0' HIGH CONSIST OF (SS SECTIONS (NOT SHOWN). O O 1/4'x3/4' SELF TAPPING SCREWS. 14 CA, END HINGE c 18 GA_ INTFRMEDIAT HINGE NEW "s VIEW IC• 2x6 YELLOW PINE JAMB BRACKETS FASTENED TOY. SWOOODEL TRAK JJAMB WITH ONE 5/ 16"x 1 -5/8" LAG SCREW PER TRACK BRACKET. 2 GALV. STFEL TRACK FASTENED TO 2 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT & NUT OR TWO 1/4' DIA, RIVETS. 2 REVISIONS ArrvD I DESCRIPTION --� I I A4 I if/00 MWW OTY (1) WAS (2) FOR TRACK BOLT _• NtlCK 3' TALL U-BAR 20 GA. GALA. STEEL 1�3.r '-7/T r� HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) - Is G GALV. STEEL TOP ROLLER WtAOCET• EACH SRACW ArTACHM W/(3) GA. GALV. STEEL FLAG BRACKET, EACH FASTENED TO WOOD JAMB WITH (3) 5/16"xl-5/8' WOOD LAG SCREWS, 14xSro• s+EEr 11EGL NOTE: DOUBLE TRACK P LAP JOMM TRACK cONMjRApoA: LOW HEADROOM z .E AS AN OPTION 14 G CALY. STCEL DOOR END NWCE. EACH $ HEIGHT FASTENED TO END SMES •/(a/�4xyp' .L. 91E/A71f 6 -6 70 2I GALV. STEEL TRACK, -6 6. MIN. TRACK THICKNESS: * SELF TAPPMO .060" ScAm. z 8 -O 88 3- TALL x 20 G (IALV. Z TYP. 2-1/2'x12 CA. GALV. STEEL TRACK BRACKET. s1EE1 u-BM. ONE U-BUt 2 (4) TRACK BRACKETS PER SIDE, PER SECI10E1. EACH SELF AITAUfEp W WITH TWO 1/413/4' sEif rAPPRq Dd SCRE1r5 PER snLE wrno N. LHR TOP BRAG KET TDR CBK HORIZONTAL FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DO @ TR r 13 G DALv. S/EFl BOT70u LOaDROOM OPTION i 2'x3' LAC SCREWS ON 24 eR4 8 A1TAr./ME 1NNN two n CENTERS. I' O.D. MIN, /Ih5/e SHEET METAL SCRLYS, ,^, WASHER REQUIRED, LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REOUIRED) TO PROVIDE A FLUSH MOUNTING ALUMNLIM CI RUSION SSB CLASS OR� OPTIO M 10 SCREW SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. • VINYL IWANIFIS-W. 1/8' ACRYLIC UTE WINDOW IITFI IT STOP MOULDING BY DOOR INSTALLER (TO SUIT) /- 20 GA. MIN. GALA. STEEL END STILE 20 CA. CALV. STEEL INTER. _SECTION A -A (SIDE VIEW) CT10N B-B VERTICAL JAMB ATTMHM Ni (- 18x3/4' PAN HEAD SCREW 2- PSI MtN (YOU-uwETE rrw LlA•N�— MOLDED INSIDE (10 SCREWS PER UTE) END 3 8 x4' SLEEVE ANCHORS ON 2.CENTERS (BOTH LlTE RETNNER � STILE C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR 1/4'x4' TAPCDN SCREWS ON 24' CENTERS (2,000 PSI MIN, CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. 1. O.O. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE (BUT NOT REOUIREO) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 0 T - 18 GA GALA. STEEL CENTER HINGE. FASTENED TO INTER. STILES W//(4) 14 GA, GALA STEEL ROLLER HINGES 114x5/8' SHEET METAL. SCREWS. FASTENED TO ENO STILES EACH W/(4) t 4x5/8" SHEET METAL SCREWS AND 4) 1/4"x3/4' SELF TAPPING SCREWS PER END HINGE. PREPARATION OF J MRS BY OTHFRc —2- DIA SHORT STEM, 10 BAll STEEL ROLLER. JAMB CONEKAIRATION SECTION C-C NOTE 2. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL DE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE .E WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK WES7E1?FIEID P DHS DRAWING. .. _._ FLORIDA P.E. 148495 -.-_— ---- NORTH CAROLINA P.E. 123832 C 4 3 U SIDE KEYED HANDLE INTL SNAP LATCH ENGAGES STIL ONTO VERTICAL. TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR, END STILE OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE_ KEYED LOCK UJ-` SIDE HANDLELOCK @AR nrKlur. OUTSIDE KEYED I Dry DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. SNAP LATCH LOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. PART NO.: — N ' °"�"" S1 GIs°"" o TOLERANCES — IDEAL LI c 4s202 xae. ..a+r. r NNsa4w .0 t.03 Td No, 1-513-361-41100 00�2=001.UL Fox N.. I-S13-762-3519 .An.w Ax Anx• wnM•4. rax. b M�+4rngxxjxN i' .00 3:.015 •000 2.003 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD 4xWT WOOD - i.o01 +M DRAWN BY: 8MM I DATE: 4/ti/t8/00 SCALE: NTS DWG. prod Angle + CHECKED BY: Mww I DATE: 4/18/00 SHEET 1 OF t R SIZE 1J _ J°Cf °" os4ENSIaNS ARE N x#cH s. DWG. NO.: 102137 1REV. NO. t lJ C M. ►Fl