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168 Magnolia Park Trl 03-1651 SFRPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 PHONE NUMBER CBC 055300 PROPERTY OWNER � _ ` Z , ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR d r SUBDIVISION 1 ' �'i C ,� ��, , C'1_ �-En PERMIT # DATE PERMIT DESCRIPTION �- c�e'> PERMIT VALUATION lL s ,j,0 c)0 - SQUARE FOOTAGE � "A C C a MECHANICAL CONTRACTOR 0 PLUMBING CONTRACTORI�L a d MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE ' r MISCELLANEOUS CONTRACTOR PERN, TLTvIBER FEE It CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that t-he building located at 168 MAGNOLIA PARK TRL for which permit 03-00001651 has heretofore been issued on 5/07/03 has been completed according to plans and specifications filed in the office of the Build'ng,Official prior to -the issuance of said building permit, to wit as complies with all the building, plumbing, ele trical, Ibning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes DATE AP OVAL DATE BUILDING: FIRE: Finaled wl-o3 \ �c Inspected ZONING: Inspected UTILITIES: Water Lines In -l� tio3 Meter Set Reclaimed Water ENGINEERING: Drainage-\�A-03 Maintenance Bond PUBLIC WORKS: Street Name Signs \`\ti PS. Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE Sewer Lines In Sewer Tap Street Paved Street Lights Driveway DATE AMOUNT 5 16 03 7/03/03 5/07/03 7/14/03 5/28/03 5/07/03 5/07/03 5/07/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27' 54.00 No APPROVAL PAGE: 2 V CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 168 MAGNOLIA PARK TRL for which permit 03-00001651 has heretofore been issued on 5/07/03 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. 01-8CHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 5/07/03 279.61 5/07/03 91.93 5/07/03 15.30 5/07/03 847.00 5/07/03 15.30 5/07/03 1384.00 5/07/03 650.00 5/07/03 1700.00 OWNER BUILDIN FICIAL DATE r CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE•. PERMIT #: 63- I � �f ADDRESS: US ' _""�' CONTRACTOR: \ � � �o C �o,r, 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 :'j Public Works OK PW Sb,;o-4D 7 Fire 0t t 10-1� Zoning --) Utilities �] Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANC)ic REQUEST FOR FINAL INSPECTI SINGLE FAMILY RESIDENCE r2 DATE:-4-4" PERMIT #:63-I ADDRESS: l (0% CONTRACTOR: PHONE #: '-IC)`) 1T- to'T-C"Ct H - 'Alob 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. OEngineering OFire OPublic Works 02 Aftilities 01 '14 CONDITIONS: (TO BE C LE'T�D�ONLY IF A] z- AL IS CONDITIONAL) 6ela-lcc.nr�-- . -714 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIONq16 **** SINGLE FAMILY RESIDENCE"" DATE:. dD PERMIT#: r63-I�� avvxEss: l US CONTRACTOR: PHONE # The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your - inspection, please sign off and date the C. O or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. : Engineering 7 Fire iublic Works--12::�s 1Zoning _. O Utilities O Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) ,; NATIONAL FL041DZSUFA1 CE PROGRAM ELEVATI©WCERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Read the instructions on Dages I.7. SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use: I NAME BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I 168 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 12, MAGNOLIA PARK BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( ##° - ##' - ##.##' or ##.#####� ❑ NAD 1927 ❑ NAD 1983 1 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81, NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE CITY OF SANFORD 120289 1 SEMINOLE FLORIDA 84. 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 AD, use depth of flooding) 1202890045 E 4/17/95 4/11795 A, X 49 810, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): SEE ' D & E 2' ON 210 PAGE B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Constndm* ® Finished Conshdon 'A new Elevation Certificate will be required when construction of the building is oxmplete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. ff no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO 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 approfxiale, to document the datum conversion. Datum — Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 41. 7 ft.(m) o b) Top of next higher floor NA. ft.(m) o c) Bottom of bwest horizontal structural member (V zones only) WA. ft.(m) o o d) Attached garage (top of slab) 41. 4 ft.(m) o e) Lowest elevation of machinery wdlor equipment w 7 servicing the building (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) 39.9 ft.(m)z' s v g) Highest adjacent (finished) grade (HAG) 40. 9 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 5 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) 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. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME: 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. SOUT4 STkEAAE.1 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 11Y13r03 (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 information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit. Suil e, and/or Bldg. No.) OR P.O. ROUTE AND BOX Nq,�„_ ,, Poky Number 168 MAGNOLIA PARK TRAIL 0, CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL 'LOMAR REVISION IS IN PROGRESS" DRAWING FROM BRISKEY & ASSOCIATES, FLOOD LEVEL DATA PROVIDED SHOWS BFE 49. NO COUNTY BFE HAS BEEN DETERMINED AS OF YET. CITY OF SANFORDSEMINOLE COUNTY MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT (ALL MEASUREMENTS ARE SHOWN IN FEET) ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 84 ft(m) _in.(cm) ® above or ❑ below (check one) the highest agaoent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ f t(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _ln.(crn) ❑ above or ❑ below (check one) the highest adjacent 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 community's tlovdploln management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here The statements in Sections A, a C, and E are conect to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE 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 oommunity's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G 1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or cornmunity4ssued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF -SURVEY DttkRIPTION: (AS FURNISHED) LOT 12, MAGNOLIA 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 Apti O.ILOFIS F y� 10' SCREEN WALL EASEMENT 0 6 PLASTIC FENCE 1 4 ------ O---------------- WALK IS 4U9 LOT 12 Pp 0.1�OFF a'` 4p 5.0' 22.0' 5.0' COVERED` ,o PATIO, eti 2.5- . I.1J ONE STORY O CF) o CONCRETE BLOCKRESIDENCE �- Q �^ FINISH FLOOR Q OD ELEVATION-41.72 OD 0 LOT 11 — SN ° ;a Fqui LOT 13 Q ,� Q 0 6.8' a a .;CQVERED &0' 20 7' S.0' 3, .C/W p ..: .[CONCRETE.. 1" = 30' ',,PRIVEW.GRAPHIC SCALE 0 -------------- - - 15 30 WALK IS 'TOT 10' UTILITY EASEMENTVC)WALK IS - - _ - 1.0' OF - c r 16.01.0' OFF N89'31'41 "W 60.00 mis NI VI 'OI N OI �1 _ 392.85' 39�6 i 360,39' -- ------'_T� P T S89'31'41 "E 953.24' VVV PC VCENTERLINE OF TRACT „A„ RIGHT OF WAY MAGNOLIA PARK TRAIL 50' RIGHT OF WAY NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-22-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 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 VERTICAL CONTROL AS FURNISHED. IBEARINGS 51-IOWN HEREON ARE BASED ON I THE NORTHERLY LINE OF LOT 12 AS BEING S89'31'41"E PER PLAT. (FIELD DATE:) 4/10/03 SCALE: 1" = 30 FEET APPROVED BY: SJ REVISED: 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. LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 131. 4 EXISTING ELEVATION U CONCRETE LS LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON 10-22-03 CKB I I AMERICAN SURVEYING & MAPPI QFND NAIL AND DISC LB #6393 (10/22/03) 0 SET 1/2- IRON ROD AND CAP LB #6393 (04/10/03) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE 1 HEREBY CERTIFY, THAT THIS 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 JOB NO. ASM36222 DRAWN BY: CKB ED FINISH FLOOR 320 EAST SOUTH STREET, SUITE I TION 5-7-03 JML ORLANDO. FLORIDA PLAN 2-10-03 JML 32801- (407) 426-7979 r FOR THE FIRM LIA R. M SCATEI O J N DATE CITY OF SANFORD PERMIT APPLICATION Mf Permit # Job Addr Descriptb Hictnrir r •' 61 value of worK: 3 r Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poet] Electrical: New Service — # of ¢MPS Addition/Alteration Change of Service Temporary Pole. Mechanica ! Residential ! Non -Residential Replacement New/ � p (Duct Layout & Energy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wgter Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: ' Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for cH hc) than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: Phone & Fax: Bonding Company: Address Mortgage Lender: Address: Architect/Engineer to License�N-.umber ROBW G. Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AiR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be d ne in compliance with all applicable: it ws rc,pu}ating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO ENCEMENT Y RESUL'C fN Yt it R P/; PING' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FiNANCIN CONSULT W YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTICE: In addition to the requirements of this permit, there may be additional res •ctions appli a to this prope at may be f nd in the public records of this county, and there may be additional permits required from other govemmen entities such water manage t disyXis, sta agencies, or f6deral agencies. Acceptance of permit is verification that I sell notify the owner of the prope of the requiremcn nda Law, FS 7l Signature of Owner/Agent Date Print Owner/Agent's Name --- — Signature of Notary -State of Flonoa Date Owner/Agent is _ Penonalh. Known to Me or Produced ID APPLIC:\1 ION APPROVED BY: Bldg: :Initial & Date) Zoning: $lgnature of Cona-aclor/Agent Da (sober-f- C. k(lo RLs--,�z� Print Contractor .agent's Na v -1-0 Signature of No�—a:rv-State of Flonds Date Contractor/Age P" ersonail. Known to Me or Produce,' . D (Initial & Date) Li: ::a. (Initial & Datej (IrAnal & Dat: ')accralCondiitions: ,n"�+. _ MIRINDAC.TURNER --- ----- -- ;;: MY COMMISSIOK1562�2893 EXPIRES: June 14, 2007 oft � Banded Thru Nomry Public ur4enwitem n-06-20,3 I 0JAH l kum r„'u,0 re. ., I •q•r•r-+ ,'".r: r n.,._"1, .q,•.... ...... . .., 1... CITY OF SANFORD PERMIT APPLICATION Permit rr ' 03 -- 1 i Date. pnf(wlian w warki n1+1.1�� pi�tr4�p �n�M: vAw. q worlcr Permit Type: Building Electrical -Yl-' Mechanical Plumbing Fire Spnnkler/Alarm Pool Eleetricri New Service - a of AMPS Addition/Alteration Change of Scrvicc _ _ Tempor8ry Pole Mtchanical: Residential Non•ResidcnReplacement- tial New (Duct Layout &Energy CDI. Required) PlumbinV New Commercial. N of Fixtures Is of WattT & Sewer Lines # of Gas lines - _ PlumbinC/New Residential: q of Water Closets _ Plumblrag Repair - Residential or Commercial Occupancy Type Residential ✓' Commercial Industrial Total Square FOOt22t: c-cup ctlon TvDe: N of Stories Flood Zoot: (FEh1A form rtquirud for other than X) it of Dwtlling Unin: Par<d a (A/tta�c7h Prooto(O�wjn�ershlp Q_Lcgal Dtmtriptlon)r mc &Address. _ �. S LDG..S-D ///J t2(2�n ne I- 3....Yi/d UwnuYe Na 'ePhnnr. _7Y 9.5 / Contractor amc & Addres.•: UV ir'� �S ^ -2, 7 % statc Licence Nu -her fax " y L( 44Contact Perron: M� i Q _. Phunc: �11�• Phone &� � � � � � - - ...0 Isond.og ( nmpany Addrexc.- Mortgage Lender - Address . Archiit�cUl;ngineer Phont. Fa AdJrcse __ •-• Application is hereby made to Obtain a permit to do the work and installations as indicated. I certify that no wnrrk or insollanon has cortuntnctd prior to the jng ucRutruction in this spaYn�must,be ssecuredand ror ELECTRICAL WORK- PLUMBIrmad to NG, SIONS, WELILS. POOLS1, FURNACES, BOILERS,-sdiction. I HE.AT•ERS,rTANKS,landt a sepantc AIR CONDITIONERS, ctu. OWNf.R'S AFFIDAv IT: 1 cmiry that all of the foregoing infornatian is accurate and that all wark will ba done in compliance with all apphcoblt laws regulating consouct on and coning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMRN'f MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WTT}i YOUR LENDER OR AN ATTORNEY BEFORE Rk.CC)kDINO YOUR NOTCCI OF COMMENCEMENT NOTICE: In additioto requirements of the requiremenof lhin pormiL there may he additional resrriWnns applicable to this property that ivy be found in the public rc<ords of this county, and there may be addioanal permits required fmm other governmental cnnnw Loch as wamT management dismca, suite agencies, or fcdrni ebrncieS. Acceptxruc of permit is venticunon ihal I will notify the owner of the property of the requirt is of I' da Laen Dale signature )(Conrraetot/Agart Dalt $,gnuuro of Owner/Agcnl • �.._. c e S Print Owner/AgMI't Name Print CvnrraetorrACcnc,% Name N ..... gyp..`"/0- 03, Uule $ienawre of Nvrny•Srsr.ln! Flanila Hari[ .Clgnature of N'utary- c nl FIonJ�-+ !1 ,�)wn�r/AVQW It ._ Yeri un�nv Knnivn lu Mr W :�!�;•', I�'.>`tl(>\ AI'I'IIoV(.l) By Illdi;._--.-- (Imt-nl &, I)al.u) r,'umnetnNAgenl Is zvrr<nna,ly Known w Mc W produtcd tU (Innlal 8 Hale) In w1 D'uc) (I r!lal Uatc ,p'!'.NMARIE A. ZETTLEMOYER MY COMMISSION N CC 8511W �fOi4�OQ@ EXP!RES. Jul15.2003 I.00` 3 WTARY Fi+a Notary Service & 8"ng co. CITY OF SANFORD PERMIT APPLICATION Permit # : b 3 — t4 5-1 / Date: �( 03 Ma1h> � li R Az Job Address: 1 h ►�� . 1 vAjv+b s, . Description of Work: Historic District: Zoning: Value of Work: 5 y Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Enerbry Calc. Required). Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 003 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 #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: D - t, f ,r-, Phone: palft Contractor Name & Address: _Ny^v` tyt t v '� ►� C �+ State License Number: C Phone & Fax: Contact Person: tih A-u Phone: g�rt✓1 - �5 q Bonding Company: Address; Mortgage Lender: Address: r Architect/Engineer: Phone: Address: 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 ail laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of da Lien Law, F Signature of Owner/Agent Date Signat of Contractor/A ent Date 7'W Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced I D APPLICATION APPROVED BY: Bldg: Special Conditions: tip`v," MARTHA Y. HALL tb MY COMMISSION q CC 875840 Contractor/Agent i,' Personally orEXPIRES: February 1, 2004 _ Produced 1 D '+ ''" dad Thru Notary Public Underwriters "Zoning: (Initial & Date) (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on Daaes 1- 7. O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX MAGNOLIA PARK TRAIL CITY STATE ZIP CODE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) SECTION 18-20-31 (METES & BOUNDS DESCRIPTION) PROPOSED LOT 12, MAGNOLIA PARK (NOT RECORDED YET) BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): ( ##° - ##' - ##.##" or ##.#####) ElNAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1, NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 133. STATE SEMINOLE COUNTY 120289 1 SEMINOLE FLORIDA B4, MAP AND PANEL 135. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of Aoodug) 0045 E 4/17195 4/17195 A. X 49 tiu. imkme the sourced the base flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): SEE SECTION "D & E" B11. Indicate the elevation datum used for the BFE in 139: ® 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 Des' nation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* ❑ Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagrain 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 -AM AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ANAE, ARIA1-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 Conversion/Comments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (including basement or enclosure) 45. 3 ft.(m) o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) 216 00 o d) Attached garage (top of slab) WA. fl.(m) w 1 o e) I.Dwest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) WA. ft.(m) E o f) Lowest adjacent (finished) grade (LAG) WA . ft.(m) z .2 � •^ 1� o g) Highest adjacent (finished) grade (HAG) WA. ft.(m) C o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o I) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001 CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR. LICENSE NUMBER: 4928 SURVEYOR NAME: AMERICAN SURVEYING & HUUKtbb , CITY STATE ZIP coor 320 E. SOUT STJFAT, STEA18Q I A ORLANDO FL 32801 SIGNATU DATE TELEPHONE ��V ybi W& U 5/1ro3 (407)426-7979 FEMA Form 81-31, JUL 06 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: ` In these spaces, copy the corresponding information from Section A For Insurance company use: BUILDING STREET ADDRESS (Indu ft Apt, Unk Sine, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number >0= MAGNOLIA PARK TRAIL CITY STATE ZIP CODE � Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. SHOWS BFE 4(Y. NO COUNTY BFE HAS BEEN DETERMINDED AS OF YET. CITY OF SANFORD - SEMINOLE COUNTY (SEE ATTACHED) ® Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the buildng is 45 fl.(m) 3in.(cm) 0 above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is grade. Complete items C3.h and C3.i on front of form. _ ft.(m) _in.(cm) above the highest adjacent E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in aocordanoe with the oommunity's floodplain management ordinance? 0 Yes ❑ No El Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct 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 SEC TION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's flo ain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. 0 The information in Section C was taken from other dorimentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Inck;ate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a b uildinq located in Zone A (without a FEMAassued or community -issued BFE) or Zone AO. G3. 0 The following inforn-dion (Items G4-G9) is provided k community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PE RMIT ISSUED I (, DATF rr-R`nFir.ATF rF rr vi IAmrr rr.n rpamry icci icn G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form r' -31, JUL 00 REPLACES ALL PREVIOUS EDITIONS CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: 03- Date: D The undersigned hereby applies for permit to install the following plumbing: Owners Name: t A 1j � Address of Job: 13 tA* i ��ti�ATi dy. (+U p �ar �c F� -�I M1Jt -LUMBING, INC. #$ P.O. BOX 620027 Plumbing Contractor, nIrnn" El012IB (407) 366-3994 Residential: Non -Residential: By Signing this application I am stating that I am in compliance with Q anford Plumbing Code. Applicant's Signature St.. �'1t�lltir�i F. C- D s:- '1-4 State License Number ADVANTAGE PLUMBING, INC. OVIEDO.O.00X 620027 RIDA 32762 -0027 (407) 366-3994 CITY OF SANFORD PERMIT APPLICATION Permit Job Address: Permit Type: 'Description of Work C..D n3+r U I- + G I SJyej-I s F Fl- Fire AlaraySprinkkr 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: Value of Work: S t(SV 4 & �'C7. Type of Construction: B k LDC.Flood Zone: Number of Stories: I Number of Dwelling Units: _( _ Parcel No.: 18 -ZD 3/ 3D0 -CX0ZO -C >CC)0 (Attach Proof of Ownership & Legal Description) /,A/'%? 07�a ��State License Number G'�3CG�S Contact Person ,A<� C -,a, 2Cf6 Phone & Fax Number. 1�09 95-7- f/D/ R,4 - 9-5 Title Holder (If other than Owner): 1JA Address: Bonding Company: /yA Address: Mortgage Lender: /VA Address: Architect/Engineer OOP Phone No.:*'? - 77 � `(-OD 7� Address: �i _ Fax No.: 402 - 77 S1- qZ) 7�,J Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS. etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOIL IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other gova mental entities such as water management districts, state agencies, or federal agencies. Accep ce f permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law. FS 713. Si of Agent Date ('S—iVbtum o Contractor/Agent Date D Print er/, gen s Nam rint C or/A is N40 Si ture of Notary -State of orida Date ure of Notary -State of Florida Date =NOTARYpUBLIC f COULTON TATE OF FLORIDA NO. DD134330N EXP. IULY 26,2006 Owner/Agent is Personally Known to Me or Produced ID Orr • PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DDP4330 MY COMMISSION EXP. Y 26,2006 Contractor/Agent is Personally Knoww to Me or Produced ID APPLICATION APPROVED BY: '''. -' Date: Special Conditions: 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 MAR WE HORSE, CLERK OF CIRCUIT COURT BENIMXE COUNTY BK 04775 PG 1599 CLERK'S O 2003059914 RECORDED 04/10/2m 19152t22 AN RECORDING FEB LIS RECORDED BY N Nolden NOTICE OF COMMENCEMENT (Prepare in duplicate) 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. Description of pproperty: Lot(s) 10, 11, 12, 122 & 123 Magnolia Park Phase Plat Book , Page(s) Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida 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 Inc. 0 by: o ert awson, ssistant ecretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, lnc7-a eTaware Corporation, on behalf o on. the corporati e/She is personally known to me. Notary Public, State and County Aforesaid IqCiTARY NEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. IULY262006 i a ure .. Notary Seal t;va'lllll COPY ,NNL MORSE: OF CIRCUIT COU10 Sv.. INOLE COUNTY. FLOR1IgMl �i� t1"Y f;l.iti4t APR 10- 20U- Z of CM OF SANFORD Bf jbING DIVISION NTS FOR ENTIAL BUMDING pERIVzzT SUBMITTALREQUZREME ; , 1 11 Two (2) recent boundary rind building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 2 Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. tncnt bar for fill $ walls. Provide side viewdeta Foundation plan indicating f � of these footers with reinforc ❑ b. Floor plan Indicating interior wall partitions and room z omsIdentification, mok� i detector, 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 Floridn requirements for bath door for compliance of Handlenpped Code (F.S. 553, Part 5) ❑ C. Elevloon elons of evationlhei heior ght perlls, east, west, north and south. City Engineering Department orntsh floor elevation g subdivision plat. ❑ d. Cross sections of rill wall sections to be used In the structure. Bearing non -bearing inter and exterior. Show all components of wall section. ❑ e, Framing plan for floor joists where convcntlonally framed. Plan to Engineered span, size lan ithies of details of bracing. Enginftterlals to be eered beams for o {, Enginccrcd truss p spitting openings to carry and support trusses. Stair details with a s and guardratlger size, methods of placement of handy attachment, p s. ❑ h. Square footage table showing footages: S'F• Gnrnges/Cnrports Porch(s)/Entry(s) S.F. Patios) S.F. Conditioned structure S.F. Total (Gross Area) ❑ 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-9 ❑ 4. Soil analysis and/or soil compaction report. If soils appear to be unstab or if structure to be built on fill, ft report may be requested by the Building Official or his representative. ❑ S. Other submittal Documents: o a. Utility letter or approval when p�tb,114{water supply and/or sewer system connection to be made. 1, fl o b. Septic tank permit to be obtalnc f�din Seminole County Henith Department at: 400 W. Airport TJY4;iianford, Fl (407) 665-3600. c. Arbor permit when trees to bo removed from property. Contact the City Engineer for details regard�ygie arbor ordinance and permit. O 6. Application to be completed thoro Ohl1 and signatures provided by a licensed and insured contractor. QWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLIC,&TION AS PER FLOWMA STATE STATUTE 489. Subcontractor license numbers must be included on, application. If electrical, mechanical or plumbing permits have not it issued, inspections will not be scheduled or made and subcontractors subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTIOr 1. Footcr 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tic beadas - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Frnming 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATC SIGNATURE (By OwnWorAutih7o-d2ed Agent) Lot N . Limited Power Of Attorney I hearby name and appoint: Craig Coulton,jao) Toe each agents of D.R. Horton Inc. 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: Subdivision: 10' rL �✓f s Address: pal And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd Contractor State Registration Number Signature of Contractor This foregoing instrument was acknowledged before me this O day of I 1 a4,A 2003 By. Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. NOTARYRYs PLB is COULTpN L State of FI 'da / COM kf lONSTATE OF FLORIDA I MYC0;14,bfISSI0 NO' DDI343.40 County of n n r} l L.'' r N EXP. ULY 26,2p06 Notary Public Sign\ature Notary Seal �..AA x U14 SANFORD P-0- Box 2847 SANFORD, FL 32772 P11ONk' i1 (407) 330-5630 APPLICATION FOR tj'I'IL,I"I'Y Sj.RVICI- FAX ri (407)'328-7367 AcVOIIN'] (DULL NAME) N.,wvi)-�Aarky�, SI"RVIC]" ADDRESS_ Itk1}l L7�;vP�,�?- 1'UIZN ON DA'I'C SINGLE FAMILY RESIDENCE / MULTI -FAMILY RESIDENCE 0wr-P-r Aqe,,t COMMERCIAL E P,II .. C o yt l c� Gt Pat1-�� WORKti4Q-+ c� I O� SOCIAL SECUI;IT Yip HOMER OWNER OF PROPERTY n.i2. �OrY, _?'ter I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOV ,ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLIC NT MUST PROVIDE I'ROpER IDENTIFICATION AND ANY OUTSTANDING CHA PAIDRGES,MUST BE A1' THE TIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. MUST PAY ALL OUTSTANDING CHARGES. I AM ALSO RESPONSIBLE FOR MAKING SURE THAT ALL FAUCETS ARE T ` RNED OFF IN THE HOME BEFORE THE SERVICE IS ESTAaLISHI'llED THE CITY IS NOTE IABLE FOR DAMAGES CAUSED BY WATER FAUCETS OR OUTLETS LEFT ON. NDERNIUN-PAYMENT OF MY ACCOUNT WILL STOP SEER ICE. SIGNED;DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAI- $ CUSTOMEF LOCATIONi LAST BILE THIS READ CSR =1 A P )e, G 0 N--r.R0 L_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Datc of Install : Contract Number PUCHASERS NAME AND ADDRESS :\ddress�� —X. 1flZ Cit"'/State/Zip lLL Zto, Phone & Email INSTALLATION ADDRESS: Quarterly Payment Amount S2MtR �I_' (First payment due on the Install Anniversary Date) Any payment deemed 30 days past dffF will result In the cancellation of this Warranty iWd Justify removal of the Sentricon System. Name Address City/State/Zip Phone & Email SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: ��c�� ' �(2-fl DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination Sytm, Apex will -errant the structure(s) against subterranean termite damage. If subterranean termite damage occurs t 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, J FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GO VERN THE RELATIONSHIP OF THE PARTIES. apex Representative Signature Date C stomer or Age ! nature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and Rgulitions, and all applicable recommendations contained In literature provided by DowElancot 1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3, during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and G. during those years, inform the Customer of: n. 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 actl The Company will extend this Service Commitment following the original twelve month obligation The Sentricon Pretreatment Plan may maintained for the LIFETIME of the identified property subject to the terms and nditions 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, nit to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to ma taln the area(s' baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil cont act°standing water under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to nWtify Apex of An' eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise In, onto, or under the aren(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active vood destroyini insect Infestation, be the responsibility of Apex In areas where any of the conditions described In this 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 W 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 I WARRANTY Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceedingi,b6 alnst Apex fo negligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution olue, economic compensatory, Incidental, consequential, exemplary] punitive, liquidated, treble, or special damages If Annd, and in nc event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service performed. 41. SENSITIVITY/PHYSICAL FACTORS: Customer understands And agrees that (I)lt Is the responsibility of all family members, visitors, oucsts, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment ng not less than wo ys prior to treRtment regarding Any may have and (2ltconcer)ninls odors, dusttheir ,tpolieln, respirasibilty to tfy Apex In ory Illness, orlolther condition thatt may)beA Activated allergy ated or exacerbated by the products and or. sensitivity g techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. t. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All components of the Sentrlcon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, And the Purchaser may not Alter, remove, or modify the components In any way, other than the right to their use ns Installed by Apex on the Customer's premises under this Agreement. On expiration or termination of this Agreement, Apex and DowEinnco 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: (I)so notify the Customer; (2)offer Customer the alternatives of either using A different form of termite protection or discontinuing the relattonship(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestntlons of certain structures. In such event Apexmay the of be Able lr and offer f rea different form of termite protection, and therefore may have to discontinue the relationship.); (3) p agree on use of it 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)retrleve, or advise DoNyElanco of Its representatives where to retrieve, the Components from the Customer's premises; And b. the Customer will; (I)grant Apex And DowEIRnco or Its representative reasonable access to the premises for the retrieval o the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue thi relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structures) identlfled herein as of the date of the Initial Installatior Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticlde being applied on or close, t the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of batting equipment or suppi� occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void th Agreement. Additional services because of Any Alteration, Addition, or other such event, may be provided by Apex at the Custome expense, and may require and adjustment in the Annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any pi of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at t' time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex m without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall Accrue the highest rate allowed by law during the period of any delinquency, And (3) Customer Agrees to Pay all costs and attorneys fees Incurred 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 Agreemen held to be Invalid or unenforceable for any reason, the remaining terms And conditions of this Agreement shall remain In full force effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the righ- 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 fulfil Its responsibilities under the terms of this Agreement by Any reason of delays In transportation, shortages of fueL/or materials, stti embargoes, fires, floods, hurricanes, storms, quarantlne restrictions, or any other Act of God or circumstances beyond the control of A Apex dlsclalms any Ilability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will no, responsible for; (1)termlte damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterati (3)termite damage resulting from direct wood to soli contact; (4)furniture And contents; (S)areas of existing damage unless areas have 1 repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereur Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedure- commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with And subject to Ai provisions of the Uniform Arbitration Act As In force in the State of Florida, or the Federal Arbitratlon Act, 9 U.S.C. section 1, et seq, proceeding shall be governed by one Arbitrator, and the location of arbitration will be Brevard County, Florida At the offices of Apex designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrator - be final and conclusive, and binding on both parties. Customer Agrees that any such arbitration shall be conducted on an Indivldunl t 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 partle! no other representatlons of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initlal date of Installation, terminate this Agreement at relieved of any Ilability hereunder If Apex determines, in Its sole discretion, that It is unable to prevent or stop further damage to Pro 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 writ The Apex Corporate Office. Apex Is only obligated to perform under this Agreement if the Customer Allows Apex Access to the Ider Property for any purpose contemplated by this Agreement, Including but not limited to re -Inspection, whether the inspection was regi by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of I (one) year from Its effective date. Aft( Initial 12 (twelve) month period, Customer may transfer or Assign this Agreement with a = transfer fee payable to Apex wit, (thirty) days of the transfer of the treated Property. 'Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapotnt 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 D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT# //-2 SUBDIVISION: MACINO(-14 pm--u- ADDP,ESS / BUILDING APPLICATION ,--POWER OF ATTORNEY SETS OF SEALED PLANS PLOT PLANS SETS OF ENERGY CALCS MANUAL 1/ DUCT LAYO ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT ZAP EX CONTRACT ....................... DriUe.CtJ(e�/ Rrmr�' �J f�. 'e-'ea- I J'jb u: b/ HVI r KUM CITY OF SA(NFFOORD ELECTRICAL. PERMIT APPLICATION Permit Number: `"' ' Date: 03 The undersigned hereby applies for a permit to ipstall the following electrical: owner's Name: yr Address of Job: Electrical Contractor/. , 7 ► eye Ze0le-azkc vlr_-es_� Residential: V00000 Non -Residential: By Signing this application I am stating that I am In compliance with City of Sanford Electrical Code. plicant's S194rure State license Number IAMIDADS MIAMI-DADE COUNTY, FLORI[ METRO-DADE FLAGLER BUILDIZ, 13UI1LDINC CODE COhIPLIANCE OFF14 Mfil'RO-DADC FLAGLER WIMP 140 WEST FLACt.I?It S71tEL-r. surn: IG MIAM1, FLORIDA 33130.1: PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX (305)37s Premdor Entry Systems CONTILV COR LICENSING st:rrt+ 911 E. Jeferson, P.O. Box 76 (30)375-2527 FAx(301)J73..' Pittsburgh ,KS 66762 cm•rjtwrott mvisa (303) 37589" VAN (303) 373 rttouuc: r co,rritoi. wvisr (303) 37s-2902 FAX (30) 372-6 Your Application for Notice of Acceptance (NOA) of C,;ttergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) underthe 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 1 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'# Buildine, Cede. The expense of such testing will be incurred by the manufacturer. c— ACCEPTANCE NO.: 01-0314.25 CXPI RES: 04102/2006 R.1ttl Koartguez Chief Product Control Division 'THIS 1S THE COVCRSHEET,,SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS 13UILDINIG CODE &C PRODUCT REVIEW 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 ivliami-Dade County, Florida under the conditions: forth above. APPROVED: 061051200i ffl7X_e_ 4-" Francisco J. Quintana, R.A. Director Mianti-Dade Count, Building Cods; Compliance 01'111C 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), 199.4 Edition for Miami -I • County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E Inswing Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Prcmdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. Thesc documents shall hereinafter be referred t the approved drawings." 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang!c between the edge of canopy or ovcrhnng to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc 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 protcclion system (shutters): the inttalintion of this unit will rectuire a hur6 Protection 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.REQUIRENIENTS 6.1 Application for building permit shall be accompnnicd by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ol'the approval 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 Oniteial or the South Florida Building Co- (SFBC) in order to properly evaluate the install ion of this system. Liz Nlanu l Pcrcz, P.E. Product Co ro Exam 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 t. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted docu rncntation, including test supporting data, engineering documents, are no older than eight (8) years. 4 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and 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 because for temiinntion of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by tlhc 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 at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with nny section of this Acccptancc shell be cause for termination and remove) Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP' ANCE Manu Perez, P.C.; Product Con tr xam Prod u 'ntrol Division L1 Glazed Unit<S COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing 1 r COP-WL-MA0141-02 t1 t I• 1 1, 02-0419.08 52.0 NO (Application Filed) 1 X 1 r TO" TV 2'8" 2'10" 3'0" 316" Not Listed Not Listed — — X0, OX, OXO j i i 1 Multiples (width) 2'e" + 1'0" Masonife International COP-WL-MA0143-02 Miami-Clade BCCO 02-0419.08 (Application Filed) UP Rating 52.0 Impact Rated NO 2'8" + 17 210" + 1'0" 210" + 17' 3'0" + 1'0" 3'0" + 1'2" 1'0" + 21" + 1'0" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 i NO I 1 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" t'0•' - 3'0" + 1'0" 17' + 2'10" + 17' 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" XX, OXXO 2,8" + 2T COP-WL-MA0142.02 02.0419.08 (Application Filed) 52.0 i I NO I 2'8" + 2'8" 2'l0" 4 2'10" 3'0" + 3'0" i 2'6" + 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" + 2'10" + 2'10" 37 + 37 + 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 websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other struch.res). National, state or local bui'ding codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201, P.2102 8 PAK3. U O akcraff AR 4 EK'- ,.—,,ter—„— , -a 1 1.a1".,•D1, 1 1't 11Y Mr, L^A.% I R Y POOR% nb".>:+wr.+lNrll,w(nv, Oem1 n O••�•r, D1�r, Z009. NO? Masonite International Corporation cOANNI .0 01u01D or P O:un 001o.Tmem n'ml tpcbtrt)Ibns. Oapn ano 0•oduu delo %Ojea to 10o1gc wh]oW notice. 9 COP-WL-MA0100-02 FIBERGLASS DOORS Glued Units 6'8" Height — Outswing 1 t 27 2 6 02-0418.03 X COP-WL•MA0161-02 (Application Filed) 55.0 NO -_ 2'8" 2'10" TO" _ TV Not Usted Not Listed - - Arrangement Multiples (width) masonite international Miami -Bade OCCO DP Rating Impact Rated 2'8" + 1'0" 2'8" + 1'2" t 2'10" + 1'0" 2'10" + IT, COP-WL-MA0163-02 02-0418.03 (Application Filed) 55.0 NO 3'G" - 1'0" 3'0" + 17, _ 17 + 2'8" + 17 1'0" + 2'10" + 1'0" X0, OX, NO 1'2" + 2'8" + 1'2" 1'0" + 78" + 1'0" 1'0" + 3'0" + 1'0" 02-0418.03 1'2" + 2'10" + 1'2" COP-WL-MA0164.02 (Applicalion filed) 55.0 NO + 3'0" + 1'2" i1'2" I 2'6" a 2'6" - 2'6" ' I 1 2'8" + 2'8" + 2'8" 2'1G"+2'10"+2'1V 3'0" + 3'0" + 3'0" 2'8" + 2'8" 02-0418.03 2'8" + 2'8" COP-WL-MA0162-1C2 (Application Filed) 55.0 NO 210" + 2'10" 3'0" + 3'0" XX, OXXO TV+2'8"+2'6"+2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 t COP-WL-MA0165-02 (Application Filed) 55.0 NO 2'10" + 2'10' + 2'10`+ 2'10"____d 3'0" + 3'0" + 3'0" + 3'0" i Motes 1. Dccr a, rangernenis using fewer panels than wh3! is shorm in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masoni a lnlernsttonal websile (www.masonRe.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 ASCF 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. V a -raft" i% R rK' t..lvnNe Lon �.u..w :. A. •..w$AY VOO.v .{ w..io.,.N Nw+I•.. L.'n O•:.: .. 0"• ur D••,• VVV 111 AD, ko. noz Masonite international Corporatior. oV. C4.`U"u•.y 0.001a." of woeo .10'WM.&H makes spec1504oM. 41110" and p111.0 d14". i;o to 0^1 willlq.l l'J'i T Glazed Units FIBERGLASS DOORS 8'0" Height — Inswing I t COP-WL-MA0146-02 a.. t 02-0423.01 (Application Filed) r• I 40.0 I. , NO ,• 7X I 2'0" TV 2'E" 2'10" 3'0" 3'6" Not Listed Not Listed — — Arrangement i X'; Ox, ''X() Multiples (width) 2'8" + 1'0" Rlasonile International COP-WL-MA0148-02 Nliami-Dade occo 02-0423.01 (Application Filed) OP Rating 40.0 Impact Rated NO i 2'8" + 1'2" 2'10" + 1'D" 2'10" + 17 00 +10" 2'8" + IV t COP-WL-MA0149-02 02-0423.01 (Application Filed) 40.0 t NO t t'0" . 2.10' + 1'0" 17 + 2'8" + 1'2" — 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" +2'10" + 17 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" t;" + 3'0" + 3'0" j2'8" XX, OXXO + 2'3" COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO TV + 2'8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150.02 02-0423.01 (Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10' + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements us;cg fewer panels thar what is stiown in the above chart also comply under the product approvals shown. 2. AssemW details are available from. the Masonite Internalional website (www.masonite.com) or from the technical center. 3. Ir.sW'a;ion ins?rt 0ions are available from the W,asonile International website (www.masonite.com) or from the technical center. - k;t;a; design. pressure requirament for a speci`ic cuilding design 6 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or I^cal 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 BUID protocol PA201, PA202 & PA203. 13 Oak ff ARTEK- IIN..N .,..\tS /: N'1'MY nr)(l,tl WrirM•i.Orp•"4r�, pr,r. n/yn�L�� rflfJ:'f i"vn(n/ f'" /�� // �//�j 11 F;.1 2). 20"2 r:(I's111xprc,;r%of01"on"'p,mmat?u.nspc'.'N : n.crsgr: _14&Z; (/V4l Masonite International Corporation • Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing MF.,Vftr-1M@1:1u14ft X Singles (width) 2'0" Masonile International COP-WL-MA0166-02 Miamf-Dade� BCCO 02-0423.03 (Application Filed) DP Rating 47.0 Impact Rated NO 2.6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed - Arrangement- - X0, OX, OXO , ,th) 2'8" + 1'0" Masonile InternationalD., COP-WL-MA0168-02 02-0423.03 (Application Filed) OP Rating 47.0 impact, NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' 3'0" + 1'0" 37 + 1'2" 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" 17 + 2'8" + 17 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 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-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 • PA202 & PA203. 0 Oakcraff AR EK" ,..1",...1.1•" fld,.-r:l %.' K.,NY 000.% M T.e ii..&.. t—Des. `y-,�• � • ►pN n. NO? Masonite International Corporation Our com.nu.np plop of plod'" wn,o menl o13Yes %Wi11c volt. Oespn i 0 poOml delad „0le" 10 clynpe .00u1 no1Ke. IF Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing Arrangement Singles (width) 2'0" 2'6" X 2'8" 2'10" TO" TV I F, IT M, 174 1111 IWI ffiml E COP-WL-MA0101-02 Miami-Dadd BCCO 01-1031.01 DP Rating 76.0 NO Not Listed Not Listed - - X0, OX, OXO 2'8" + 1'0" tional COP-WL-MA0103-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 37 + 1'D" 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" 1'2" + 2'8" + 1T 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 17 + 2'1On + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 21 On + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 21" + 2.8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 37 + 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/of impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 Oak raff AR k EK1Y r..l�l•..I, I.e_ ...I. ',.nl 4 al"e:Mf I.ASt K.IMY 1>00M5 W T F. .. troy Oer. �j()C.,Mn• -. 0 i /ICJI'✓VI. �r✓� � � .+ Oee ♦ Ose.. Agra 29. 2002 Masonite International Corporation Ow Connn".ny 0100'am 01 0,0dui mD "Ment males sde ik~s. &Von and d100un dnb� s"0,,,1,o tna110e "nnd"1 n01- • Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing 1 1 COP-WL-MA0121-02 �,1' r 01-1031.02 r• 1 76.0 ,, 1 NO X 1 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed —Aw — ir-li, X0, OX, OXO 1 1 2'8" + 1'0" 1 1 COP-WL-MA0123-02 rl r 02-0109.09 (Application Filed) r• 1 55.0 1 `1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'D" 3'0" + 17 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" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + IV 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 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" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + 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.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & 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 6 PA203. Oak aft AR EK'" I..I.....I.I..m N",,.TprrMIMgY-fmgUoon YIMfiNG1,A59 EN'1'NY DOOMS •pri129. 2002 Masonite International Corporation OW C"11" DD Oro9rerrr of pro" irOD101— M mites SDKOKM1 S. Ot3gn and WOODn O111, S"DRO ID th.W w0 0SA WK't. COP-WL-MA0100.02 . • FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing Masonite Internationalr.t COP-WL-MA0106-02 r 02-0109.08 (Application Filed) r• Ratin1 70.0 t. .f NO ,• X ,th) 2'0" 2'6" 2T 2' 10" 3'0" TV Not Listed Not Listed — — ,•Multiples X0, OX, OXO (width)t 2'8" + 17 1nal COP-WL-MA0108-02 Miami -Dade 8CCO 02-0109.08 (Application Filed) r• Rating 55.0 t. 1 NO 2'8" + 17 2'10" + 1'O" 2'10" + 1'2" 37 + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0"+2'10"+IV 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 37 + 1'0" 1'2" + 2'10" + 17 17 + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 37 + 37 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" + TO" 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" + 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. 0 Oakcraff AR EK'- r..l",•+.I.f•"T ...I C..1".e.l 1'f.•�'H•-^e r'\`•N'a l"�. O°O•• �� VI\�r✓��i..r w •IIf I:NCi 1.A.\<.:N-1'N♦ >OONS \0.+29.2002 MaPile International Corporation 0., Conon 9 Oroo,b. of O.O" Knprovt"Krll TAt% yp AKNgnf. 011p" 1no Drpo„CI Or'.,'Object to Clu"t .4how oo1Kf V Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing Singles (width) 2'0~ MasonEle 1�n�lEnalicnalr.l' COP-WL-MA0126-02 r 02-0109.07 (Application Filed) r• , 70.0 Impact Rated NO X Arrangement X0, OX, OXO 2.6" 2'8" 2'10" 3'0" 3'6" Multiples (width) 2'8" + 1'0" Not Listed =11,POTIRVIS F COP-WL-MA0128-02 Not Listed r.,' r 02-0109.07 (Application Filed) - r• , 55.0 - ,. •, NO 2'8" + 17 210" + 1'0" 2'10" + 17 3'0" + 17 37 + 12" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 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-MA0127-02 02-0109.07 (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-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" 37 + TO" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.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, 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!�raff AR k EK'" I.N.."(: 1..1\.1 F..I NY 1)VONi IAleaa.M iOw,Yu furryO AD,A M 2002 QDr Conj'_np pr", OI prppyn vnprw mM ms&n SpIC sk~s. 0n 9n end prpdW Onb.l Soma 1. Chprge wi 4.1 rqW !•.1"•,rely 11Om •+ Oee Y Dee.. Masonite International Corporation • X Unit 6• TYP, t r 6- TYP. 6'8" UNIT 87 UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. <runuunuur•rntiuy�mrm� • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Hough Opening 1 ~ • Width of door unit plus 1/2" • Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA 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 x8 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 April 29. 2002 Masonile international Corporation Our comrnu-n0 0,00ram or moduo • vovtnr m makeS SDeCrtKarOnS. oeegn and modua darer Suoiar 10 mange «avow nmKe. Li XO or OX r 111 1 Unit ' SINGLE DOOR WITH 1 SIDELITE TYP. "ll" UNIT 8r0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. r • 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" 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 #8 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 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. �F/1'i van (...// J.:. ❑ '.�� V vri✓ v�� '�/r/i� s a. Alml 29 2502 Maloni�e International Corporation 1)vr i0nr.'�- "� Jr J:IrJnr Ur I)r UUvlr •r',r•J•t'nrrnl nW�tl lIM[rIHJI•Unl. Oelgn ant J•'CJ0 OM.' SVWI'0 CnJnpt "gnovl n0I.0 w OXO ' "''' Unit ' SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. • r • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. ' � � I t• t i • Width of door unit plus 1/2" ` • Height of door unit plus 1/4" t t f t f t •• " I Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA 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 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. r ..lY,r..�r ,.•r APIA29,2002 Masonite International Corporation ()ur Ctln1.n�.r0 ?•VJr Jrn UI In Wr.:' r .rYCW ny\CS llrflrlKal.Y�r'. tlC)rylr �nC Jr WY(1 tlCUrl SYUIKI IG :C.JrvJ! wrlMYl nWKt OXXO ' "'' Unit DOUBLE DOOR WITH 2 SIDELITES 6 CL TYP. TYP. TYP. 3• TYP.I 11 1 jTYF 1 11 Il l ll Il 1 Il �1 11 11 1 11 Il I I1 Il I� r6'8' 13- • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'8• UNIT 5/16' 17.1/8• MAXIMUM ON CENTER TYP. Rough Opening •O • 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 At56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSUAF & PA NDS for southern pine lumber with a side member thickness of 1-114" 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. o. April 29 2002 Masonite International Corporation oN 1," podNm of DrodW-Q—emtM -At$ SDK-1-1*nS. 0,,W ]"d Modvn d"..1 S•b,W I, t"]Me Mho.l.01e XX It Glazed Inswing Unit APPROVED ARRANGEMENT: 0r; 0 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 37 x 6'8". r Double Door Maximum unit size . 6.0- x 6.8- Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impaq resistant requirements for a specific building design and geographic location is determined by ASLE 7-national, state 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: 00 as don oa 00 00 �Dn 00 100 Series 03.135 Series 136 Series 822 Series 1/2 GLASS: ❑ 00 ou n El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA. 23 R/L. 2e RfL 107 Series' 108 Series 30e Series Series' This glass kit may also be useo in the following door style! Eyebrow 5-panel with scroll Oak�raft ARTEK" w.r�d. x.a.n rc l I:IU f% INIASJ tNrNY 0009 UOON% Nen.T..wWiL.•Wuf.wTlMw• PREr 1, �U(i✓� lr.n • ❑ April 29.2002 — Ou• r Deer. Masonite International Corporation but tonrmwne WWam or wodun •^Y""Mt mak, %W,,K**ns. deW and D•odKI dttad 50"n 1D'"t -0001 w- XX Glazed Inswing Unit COP-WL-MA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: au 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 Oakcrr AR k EK" W •moo .l. iu...1 r1U\Nl:l.\\.\ I:NINI' IJ�IIIN\ Ib•-k.owN e-0e.,"v l••Irr Oxon a /rA -0-• a Do April 29.2002 Masonite International Corporation Ow commu,+q Droenm or Drooucl + rmlemem makes $VKilKalOns, Desgn a" DloOuct onad suDltcl to cWg, wdho A nose '''' '' XO or OX Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size • 6'0- x 6-8- Design Pressure +52.0/-52.0 Limited water urges$ 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. 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 a0 goo 00 00 00 D00 00 100 Series 03. 135 Series 136 Series 822 Series 1/2 GLASS: o ❑ ou uu n 00 00 00 00 00 00 105 Series 106. 160 Series' 179 Series' 12 R/L. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass +n may also be used in the following door style' Eyebrow 5�oanel wllh scroll lt.r—r O111ak raff AR 4 EK'� .N .. � 1. 11: t:L•\» I:1\1'N1 t•wrl poor. �E� V��i•.��r✓rr..• i��'��/✓ V i VVV�� o Aprd29.2902 Nlasonite International Corporation Ou• COnl.nu�n� yOyNm 01 e•Odul1 •MtPO•emlol nUl-0S )oadK„Nwos. Ot3�0^ T�0 J'9.1U Ot U•� fu4it:1 �G lnM.(rt wnr10v1 n01N! XO or OX '' '' Glazed Inswing Unit f FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a no oa 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: w :< 129 Series 200 Series 12R, 12L, 2311, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 2411, 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: TESTEDIN 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). N ** State of Florida. Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak,. raft AR T EK" I • • r `I),ItIM� r•b.,T••wNri•.,4ul.nr,�oen �CM Ul��r.��r/.e.•r Gb 1 iltl�t•1. \�.� L'.�1MI •+ O••�•,r Oe•r♦ AD6129,2002 Masonite International Corporation Oar ton, r .9 wool.. of 9raeucl ✓nWovrmtm trWls swaou qns. tfes,on a-d wod.0 JrtJJ S.iiKt to Chv,or 111h0u1 Wo Ce OXO Glazed Inswing Unit APPROVED ARRANGEMENT: 7• . O '; 1 r s Single Door with 2 Sidelites Maximum unit size . 97x 6'6- Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. COP-WL-MA0144.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic Wation 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: MM � eoto 00 0 8 00 n 00 00 n0 100 Series 133, 135 Series 136 Series 622 Series 1/2 GLASS: n ❑ �� nd 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA. 23 RA., 24 RIL 107 Series' 106 Series 304 Series Series' Tl,6 glass kit may also be used in the lollowing d001 style. Eyebrow 5-Panel will, scroll Oak raft s, ART EK - E.11..•.ely 1•0.• No•.A.a•ntlp.WuEnvT Door. ()()��/ �•��r�.• ❑ A �I�Ll �1✓—OVv 11U L.OL/•,S.0 L: 114Y U110 1! Apia29,2002 r0s.•• Masonite International Corporation ou• l0m. ng m00r n or pi00v(1 K0p•Ovlmtnl —1,11 SVKOKNgnS. 0eS.0" t00 p100on 014,1 1ub1Kl 10 lb:moe w0000 IIb1Ke. OXO Glazed Inswing Unit COP-WL-MA0144-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: rr 00 00 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 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, RE./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). Slate of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK" _I r. KI 00 U111)N-] IIUL NI:L •\\1 Lf+�l Nl' rbr-ia.wNF;..ar,N fm.r Oven r/l LI/✓Mn(.�/ �:.N • April29.2002 Masonite International Corporation W1 Sonl,nu,nD program 01 Dl0Duc1 -010�erneM make$ SMItKaWS. &S-90 a00 010e0C1 etlaa Su01tn 19 elunpt -4DOu1 WKt. OXX0 i 1 t t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: 8 F O } +� Double Door with 2 Sidelites Maximum unit sire . 12'0' x 6V 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 TO" 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-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-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 00 00 00 00 SOU 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: ❑ n 00 an an 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R& 23 RIL, 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK'� •T r urircinss ¢nirtr Doves —T••—; o••" J � April 29.2002 Masonite International Corporation Our tonrmu.ng p10914m of pr 00utr ,mDrpvtmtnr ma�t1 spt(rbCalgnl. dts.en and Dr00utr 0e," fub,t, r0 CNnpt w0 W no- OXXO Glazed Inswing Unit COP-WL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 0 I pp 404 Series 410 Series 109 Series 114 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 129 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, RE./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: TESTEDIN ACCORDANCE WITH MIAMI-DADE 8CC0 PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakraft AR k EK" r,.T Aprd29.2002 Masonite international Corporation pw tW~9 wopam or woo--D,"—,. -.his SDtt�lK.Ml S. oesren trq wo,ucr OHI.I 1,0^1 to tlNnot wnnoul noutt It XX ' ' '' ' ' Glazed Inswing Unit r APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit We - 6'0' 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 for a specific building design and geographlc 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 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: am as as 822 series 1/2 GLASS: n as 404 Series 108 Series O akcraff AR k EK" r..r�...•r, �XCLI�r r'b"T••d^e r'a'M'u fp)Oee.. /1/"lI)' • 11LNf.L 'AN1 LWINI'•UV VNS - 0• �r O• April29.2002 Masonite International Corporation Dv, ConbnynC or ModuCr �040,WW O3\o5 SM&C.N�nS des�e^ 3110 o100utr de Vd 10^1 t0 ero^ee .11 ..I nOKe. XX ' ' '' ' ' Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 30o Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./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 O ak raft AR k EK E .,•. •• . r •T ..a.r..vwre«wu t.,rr tao... PREMDa'7(.✓/,I.:, s April29.2002 Masonite International Corporation Our CMUnump popgm M p0oua �mprevemenl mantes Sptt�Malgrra. oti�pn ane Dr00ue1 OHad swrccr 19 change .anon rwrae XO or OXCOP-WL-MA0148-02, Glazed Inswing Unit I 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Maximum unit size - 67 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 2-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: 822 Series 1/2 GLASS: n El oa 404 Series 108 Series Oak raft rr"r r.r.,.a carer un„w� r.� AR -4 EW w,...y.....eo�...•."tMno.... Mn n.rr.....r, r,.- D ��4Vw Aprd 29 2002 Ow (0.o.no 010e11-1 Or wodoa .mmor.mem -ACS dcsro^ .^d Pod— Masonite International Corporation oera+ f �wll. a comet ..dn .. +art XO or OX i • I . ; I Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR O EW E•.1�1...1,1.•T 1'IULNr:LAi.\ LN'1'N\'`I)1)1>N< Npr.T�.w�arMr,YN EnrT Oorr �� April 29.2D02 T o.• r Daa.. Masonite International Corporation Our conlmuuW poaram a1 woavn a Dm tmenl makes swa,cvgnsoesion and wooucl oaaN suortcl to cnmoe -ow narte Ox0 tljel Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: i O O Single Door with 2 Sidelites Maximum UM size - 9,0- x 8.0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE ?•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 as 404 Series ao oa 822 series 108 Series Oakcraff ARkEK" r•.1....e . r.o� ...1. er. n N.. . ..1 a rluarct.nss [n'r s'`pn1)MS no.->:.wwra..ry.. f.wr Oev. o. Apri129.2002 Masonite International Corporation Om Con1~9 ploglam of p100on m p,ovemenl mNes speld,O m, oesgn an0 PICO 1 &W s01eC110 Change w h001 001"e. Ox0 '1 1 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: w 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 31132" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O aka AR EK'" ...I.i 1' ..•r I'IU1: N(%LAS1 LI`1rN l' DOORS t"t^^'T••"^dtM.N"[^'•/D— �'n Ut"'V��r.�� Ji.n • CS + Ou April29.2002 Masonite International Corporation OM tOMMO-o DrODrtM 01 DrODuct mDrO• "l MAtS SDK11KNgOS. DtSigh ar4 V00un d"I SODKt110 C"t w0O00 wKe OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0150-02 8'0" FIBERGLASS DOORS 0 11 0 His' t Double Door with 2 Sidelites Maximum unit size - 12'0- x 8'0- Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot 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: am a0 a0 822 Series 00 e04 Series 108 Series Oa< raff AR 0 EK'- SS'_...1 -leroT«w<A liy..rNu lw)Oesf pR��;; �„�x,r.,i•,r " 1'IUI:N(iL•\.\\ l: N'I'M l',U(11)M\ n O.r.ru< D--rr April 29,2002 Masonite International Corporation OW [OMrnWDD D•D91M 01 D'ODutl .n DrO<e01eM M343 SDt dK.,—S. Oeviin.Dd M00u0 0114.1 S.Dletl 10 CWoe -.IrgW M-ce OXX0 l t t t Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: y A f 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oa. k raft; AR 4 EK" r•.1�•i.a, liy n ..J. �l r 1111 L N t:l •\ \ \ l rvl'"\' `I)1 )I1 N 1 I.Iw.T..ar..1 I.y..ryu Ew1 � ��r.II.'/i�... a l C/V April 29. 2002 +0..• •pe MasOnite International <orporat�on G., con p10p1am OE wofta _91.em11 _k" SpeC km—S. d's.Q...d 01000c1 detail S001ec110 enanpe w'th..' n01-!e XX Glazed Outswing Unit APPROVED ARRANGEMENT: 3_ O 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 3'0" x 6'8". Double Door Maximum unit size - 6'0- x 6'8" Design Pressure +55.0/-55.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-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: a0 nn °� an 00 00 101 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106.160 Series' 129 Series' 12 RA., 23 RA., 2e R/L 107 Series' 108 Series 30e Series Series' Tnis glass kit may also be used in the 10110wing door style: Eyebrow 5-panel with scroll Oakc�raff AR_�EK'- fIII IiNf.l •\.8S lN'1 M\ wwN. �•r••-�r�•'w"<'"'<0oe.' � April 29 2002 Masonite International Corporation 0., co-o—q moo,b.,t Mod�0 »"�,0 ,�e"r .0,5 soecnKata�s. e<sgn �rw p W0 . 00", wor<a ru cnanee «nnwr rwr"< XX 1 ' ' I r 1 Glazed Outswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: 00 00 404 Series 410 Series CERTIFIED TEST REPORTS: FULL GLASS: L 109 Series 114, 120.122 152 Series 149 Series 300 Series Series 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 I Kurt Balthazor, P.E. — License Number 56533 _Oak raft AR 4 EK'" t ll�l • T 1`...1. .,.. .. ❑ IUl.\\l LN1"\`UVII".S Nw.T.�w.Ni�p,.Sy"f��l DeW1 ��A�n1�fir. T ' April2y 2002 Masonite international Corporation 0„ 1 CD l.W.4 DID41im DI DlODutS �m01ov<m<M mHtS Spt(�IK�IgnS. 4tS�0� iM DlO l 6111' 1~11 to O-Q, ..w not_ XX 1' 1 1 e 1 Glazed Outswing Unit 1 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O N J Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0- x 8'0- Design Pressure +47.0/-47.0 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-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: n 00 e04 Series 00 00 822 series El 108 series O akc aff AR T EK" 1'ININ(:Ln" L. rN\' UUUNS 1•M.T..Wr.E F*--&v I— De (�)C,'�y94q � I\UII✓VI\ �I.11—✓Ier •+ O r. Apn129.2002 Masonite International Corporation OW (Dnuny.ne 01Dp,im 01 DrDe� ..a Dr00uc1 OtUN Svnnu 10 (ntnet -- n."Ce 3 (O/P/aprIOX+EM GtA55 OR SESEE CTION e-B Av'•RAeU !Fll �rooAOXCEs c/AE�oXc` eo . aN�iE) yIII III"k '�III III "k t& III III "'�' C IIIMI ICI Ili L 04, REVISIONS E: DATE: ECN NO.' APPVD: I DESCRIPTION I 11/00 1 YWW OTY (t) WAS (2) FOR TRACK BOLT — 20 a Ew. Ew nits ATTACH= TO DOOR HORIZONTAL TRACK %X PM IT, SPIN WITH PATERED MC-L-= SySTE, DOOR INSTALLER (TO Allr) (TOP. Bo170Y t CENTER). IJ G TxY. STEEL nAc eR,rxEr. EACH fASRIHED TD ROOD ..INB HREW LISTEDlJ> 6/la .r _6/e WOOD UD TRACKLow W-60moom MAILABLE AS AX OPTION VER V IrtRIaNr v 1. WX-V S DN](I.ESS: ,DID• � YY e TEEL �OUt rosltaN A - Two �SI?E5, � Loammo rYP. 2_„2•..T a GLv. sRTl IRAI.tc BRI�L1tEE. (., WRACK BRACKETS PER SIDE. b 6 REPORT#9606C O ,oaBLE XOaIartAL u-BARS N A 2-1-2-T PAT7DN 0.. TWO U-BMS -- ON BO1Tdl SECTION. ONE LI-BNTS lY1 NO(T SECTION, EfC) )Ise/e• SHEET METAL SCREWS I �Lounnl Of OMMAA. Am i A OPr10T4AL 06 sm KEYED LOCK POSITION wx. DOOR WIDTH . le•-D' ° 0 NOTE I. 1tlSIQL31fYA➢�5 ice'• SELF o TO )'0' NIDH CONSISONSTST Of ((.) SECIMXS ((SNOW)) DOORS OVER DOORS QVLR T'-0' IHfw fAXAST a (3) SECTIONS (IbT SNOwN). FRONT 12.3 LAC SCREWS ON IS CEIlERS. I oO. 4N. ON SCREWS I' r f ---� f l XtrT�+n•rt wism SURTAX MLEA REOWED. SCREWS wT K OOUWT .p{ (BUT NOT REWRYD) r0 PROVOE A i Ip MEW V IHDI LOAD. SWfACE /ORI2ONDL JAMBS 00 LB YELLOW PINEiWB stop NOUIDNC En — INSTALLER (TO S—) 20 G WH. GHIv. STEEL END STILE IS G WN. STEEL SKw CgATED ANM G-a NN. GLv.nfwG awo-o. PRNER. AND A a-ED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES o STEEL SKI. SHw LAP AOHni w SCREW NoEDED WADE I/B-ACAfa! uUTE 11 DWG:- 20 G GALv. STEEL WIER. STYE LIFE RETANER 12", R.-R /ee/•• PAN HEAD SCREW - 12 STEEL iRAO( (f0 SCRCRS PEA UTE) 8RAC ET5 FASIE(D ro WOOD iM6 a.1 AIHCIDRS oN xl CENTERS KITH ONE S/te'.1-S/e• MO 2a BLOCK) OR 24 CENTERS (Z000 PA NK CoNCAM OR PER 7/Up( aRACEET. Sw UTCX FNGWiS '/4•.1' TAPCpN SCB]rs ON IT-1/2' CENTERS (2.000 T II G fxV. S1EE7 TOP ONTO VERDFIL IRACHH. �. lF). RASHERS NCLlIOEO NI111 /Ha• I.D. ROUND r ROVER BATTACH. EACH $IRbE ANCHORS. 1 D.O. WIN NCLIFR REnwR[p fAS1DHEA (ONE PER ROLLEp) �- ONE SIW U/OH ON le G ULV STIR CENTER 14rIDE BRACKET ATTACHED R/(4) LATER. STILE EACH SIDE Df DOOR. Wr111 1.PWT15, ANCHORS wr RE COLMiFRSIRe! IZ � �� 6R 7S 1. GA CALI STEEL ROLLFp HINDEj f to LATER STKES R ) IH4' SHEET METAL (tlVr IIDi REDIAIED) O PROVIDE A FlLFSH HASTENED r9 ETa STRES EADX w/() ll.e e' SEER NtT,AL . INOINRWO SIRKACE NoW2DMAL J.WBS W NOT TR.HLx ATTAL1Ep r0 FACN E:ffi /IIse//a' SNHf;ET NETK SCREWS AIO BURSEER 1M0. WTM OTNE I/4'e/e• eOIT ! NUf `4) I/i'.J/. SElF iAPpNo STREWS PER END —Cl OUISEEI K DELE p -� DR TWO 1/4• DA, MITTS. N G CXv. STEEL END END FAD HUID[, FACX SIRE srRL 2' D. SHOAT STEM. 10 BALL S cEiSIRls ROIiFk. fAS'IENED// r0 /Ea LATER. sKET TL7(AL $CRC` s H+H'.K)E NAWAI: STKL pRtPARAiKWH K . eY (fr1'—' SHARK .ESTERnELD. P.E. SECTION t-C FLORI(I.A P.E. /4e445 a (4) H/4•e/4' SEIf DurADF Krvfo LOCK ENR XomH CXIIXRNA P.E. l2Je32 LAPpNo SCREWS. SNIP I.r__ pH Im NpmH IUAcACEs N oNSOE I TRACK ON NOTE 2. rIK DESIGN OF iNE SHiPOR11NG �TNFCTLNAI ED.DAS DESIGN LOADS. +24.0 PSF & -24.5 PSF J' WALL . m a G" STEEL U-BARS Era EACH ADC SNAIL K TEST LOADS: +}6.0 PSF & -}7.0 PSF w A :-1-:-1 PAREpn (I.E. TWO V-BARS STILE AIDE BOLr HL4NOTf OF DOOR. RECORD FOR THE aRaS DN EIDrtw SECiIOX, aK v-ENR ON NE" NE s0(TDcy S BWDYIf. CODES FOR THE tM05 LISTED ON aNOur o14.w.Y .uE TK+� w WAc SECTION, EACH U-RAN ATTACHED �n 1 s•.7�.•SELF rAPPWNcTRACSCREWS = LOCKDINE DN VZH SIDE OF DOOR, NANof o ATTACHED G DASTEEL eoTTON &tHCEET. WITH/14.6/e. SHEET METAL SCREWS. LOCK wilON A E 7KISIO)jI //�� I C : v M .EATKERSTRIP. 3 NOTICE:sDa EN+ePssR PART NO.: - r "TOsiaOan r4aoucTs co, OrHN" Sbtw BH«+Iw O TOLERANCES w }t2 wIdIKR sL SH.te Two CutciRRpL, ON 45202 IDEAL fgoi0' ii0 Ru. 1-513-381-4e00 °�• .0 . t.03 WMteaaMa6AL FR. NP. 1-513-162-3619 wNNA R.R....Nn'4,W,,r m w .00 . t.015 .000 4.005 DESCRIPTION: MODEL 6RST W4 16-0 . 8-0: 24/-24.5 DESIGN LOAD ., �, M^ev.• LAM 0000 . t.00t Degfees . t 1/2' DRAWN 8,: BMM DATE: 4/18/00 SCALE: NTS Tt tfe ADvle CHECKED BY MwW DATE: 4/18/00 SHEET t OF 1 SIZE B ProjKtion -" i1WW OUNrb4 DNUE'x5aN5 ARE w NpHES. DWG. NO.: 102t38 REV. N0, I Ill C M A 4 MODEL 6RST (25 GA T F1 KIN) MODEL: 4RST (24 CA STEELL SKIN ATTACHED W/ TOC-L'LOC M((TOPT&$TIBOLL AND URETHANE ADHESIVE (ALONG CENTEK) * I rl 9 Q TKO! m OPTIONAL DS8 GLASS OR LISTED 1 8' ACRYLIC UTES AVAILABLE ( E SECTION B-B) 20 GA MIN. ENO STILES ATTACHED TO DOOR S11 WITH PATENTED TOG-L-LOC SYSTEM — A TOP, BOTTOM & CENTER). ■ X M ®� M REPORT#9606C 25 GA MIN. CALVJ LOCK POSITION IES) (BOTH WITH A BAKED -ON PRIMER, POINT TWO PNTLOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. Op"O" 1 VENTS •.—.7 j OPTIONAL OUTSIDE KEYED LOCH POSITION MAX. DOOR WIDTH 9'O' END SLIDE BOLT ST4E LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. LNa c I BOLT LUCK QPTbN NOTE 1: DOORS UP r0 7'-0" HIGH CONSIST �( (4) SECTIONS (SHOWN). ). ODORS OVER 7'-0" HIGH CONSIST Of 5 SECTIONS NOT SHOWN --1/4 :3/4 SELF TAPPING SCREWS. 14 GA END HINGES 18 C•A INTERMEDIATE KIN NEW 'B" view •C" 2x6 YELLOW PINE JAMB 12 GA. CALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/ 16"x 1 -5/8" LAC SCREW PER TRACK BRACKET. 2- CALV, STEEL TRACK FASTENED TO 2 CA, G4LV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8" BOLT & NUT OR TWO 1/4' DIA, RIVETS. STOP MOULDING BY DOOR INSTALLER (TO SUIT) `20 CA MIN. GALV, STEEL ENO STILE 20 GA. GALV, STEEL INTER. ON 2" TocK 3" TALL U-aAR 20 GA GALv. STEEL l�,.r 1-7/88' 16 G GLV. STEEL TOP ROUMt OPACKET. EACH BRAC�KEef/" aATTHi W/(J) IAL -SNP W JOINTS 14 G CALV. ST01 END NI11OE EACH FAS1EHED��((TO TJID STILES STILES METAI 1M6 " k (4) 1/4.3/4" %V TAPPYIG SCREWS. REVISIONS N NOT APPVD: DESCRIPTION - I MWW I OTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL TRACK SUPPORT 8 DOOR INSTALLER (TO SUII ALV. STEEL FLAG BRACKET. TEN:0 TO WOOD JAMB WITH "xl-s/a" WOOD LAC SCREWS. BOZE: DOUBLE TRACK TRACKF RAiln.. LOW HEADROOM IS = AVAILABLE AS AN OPTION p DOOR rGALV. g HEIGHT 'L' STEEL TRACK-6 70CK -0 7 THICKNESS060' 8 -0= 1/2'.12 GA. CALV. STEEL TRACK BRACKET. K BRACKETS PER SIDE. '"A'11pN• LHR TOP BRACKET DOUCBLE HORIZONTAL TRAFRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUBL IRA K IMENT OOD Au AWL-OINCS) 1BRAG ET And 1A/H LOW HEADROOM OPTION ON 24 CENTERS. I O.. MIN. /14x5/8 SHEET ICTAL $0IEWS. n T MAY LU COUNTERSUNK ALWWY CURUSUN S58 CLASS OR� OPilO et 10 U'RFW i0 PROVIDE A (LUSH MOUNTING A 5I1'lYl �. 1/8" ACRYLIC LITE WTI JAWSS DO NOT TRANSFER LOAD' SECTION a-e SECTION A -A (CITE VIEW) VFR I�.B ATT ^"MEN' ( /8x3/4' PAN HEAD SCREW �SI MIN nH^REST' rro N`901 BL�K OR MOLDED INSIDE (10 SCREWS PER LATE) END 3 a x4 SLEEVE ANCHORS ON 2�CENTERS (BOTH LITE RETAINER S71LE C-90 BLOCK OR 2,0D0 PSI MIN. CONCRETE) OR 1/4'x4' TAPCON SCREWS ON 24" CENTERS (2,000 PST MIN. CONCRETE). INTE SNAP LATCH ENGAGES STIL ONTO VERTICAL WASHERS INCLUDED WITH SLEEVE ANCHORS, I" O.D. MIN. WASHERS REOUIRED TRACK. ONE SNAP LATCH ON WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT EACH SIDE OF DOOR. OUTSIDE TRANSFER LOAD. 1 HANDLE 18 GA. CALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W�( 4) 14 GA. CALV. STEEL ROLLER HINGES /14x5/8" SHEET METAL SCREW, FASTENED TO END STILES EACH W/(4) 14x5/8' SHEET METAL SCREWS AND 4) 1/4'.3/4" SELF TAPPING SCREWS PER END HINGE. PREPARATION OF JAMR5 By OTHERS ` 2 DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION / SECTION C-C NOTE 2 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS ' SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING BUILDING OR STRUCTURE AND IN ACCORDANCE , �✓y/ /•:!,>� /� �C i1 j WITS CURRENT BUILDING CODES FOR LHE LOADS LASTED ON MARK P.E.R0484 P.E. / illl5 DRAYANG. FLORIDAA P.48495 NORTH CAROLINA P.E. 123832 l 4 � 3 OUTSIDE KEYED HANDLE END STILE INSIDE )-MOLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. 2VIME KEYED IOC LOCK BAR LOCKING OUTSIDE__ KEYED DESIGN LOADS: +25.0 P.S.F. do -32.0 PS,F. SNAP ATCH OCKSOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. eioawr aA.w.cs .�x s+rH.m n ewT ---• rARI NU.: - a"m e11 "r.PRmuc' ; gym. 7pLERANCES >. `"�" S°"'° °" S1Gnama6, 0H 4'5202 IDEAL °4 .0 . t.03 Td Ia 1-SUS-371-48W NYIANDm DS'YL Fm No. I-513-162-i5n .00 . t ,000 . t.005 DESCRIPTION: MODEL 6RST W4 9-0 x 8-O: +25/-32 DESIGN LOAD 0000 . t;001 De9Teee t1/z DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG.R rnlra Anse CHECKED BY: MWW DATE: 4/18/00 SHEET I OF I SIZE J__J Projection + - U.I.» St.t.e 01Mnds. IxMTiISONs ARE IN xICHE$. DWG. NO.: 102137 REV. N0. 1 C G A Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.xls Updated: 311812002 DESCRIPTION DRAWING # / REPORT # SERIES PAGE INDEX MASTER FILE NUMBER 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 1000 1 2 INNSTALLATION DETAIL W/o SCREWS HORZ. SLIDING FIN WINDOW FLEX0028 1000 3 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION FLEX0029 1000 INDEX MASTER FILE NUMBER 2 FLEX0020 11000 4 JINSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW INDEX' 6 = MASTER FILE NUMBER 3 INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS JFLEX0016 11000,1500 & 2000 6 JINSTALLATION DETAIL W/#8 SCREWS FLEX0026 11000.IWO & 2000 INDEX . 7 MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX00000 3 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 22000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1750 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,1760 & 2000 INDEX 12 . MASTER FILE NUMBER 6 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS JFLEX0021 800,1000 & 2000 13 SLIDING GLASS DOOR INSTALLATION WITH lib SCREWS FLEX0027 1500,1000 & 2000 INDEX , . MASTER FILE NUMBER 6 ;... FIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 / 1500 14 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1 HMFLGTR 1000 / 1500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1600 18 FIN HORIZO6TAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFLG 1000/1600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1 VMFIN 1VMFLO 100011500 1000 / 1500 21 FNGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES LA 1 VMHMFLG 1000 / 1500 22 FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES 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 MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VM14MFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLOTW 2000 29 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLO 12000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 12000 31 FLANGE VERTK:AI. MULLION SECTIONS / OESIGN PRESSURE CAPACITIES 12VMFLG Page 1 0l 1 miIfmastem.xis TEST REPORTS AIRY WINDOWS BY FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" .SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X. 79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CALK BETWEEN WINDOW FLANGE 6 WOOD DUCK STUCCO J BY OTHERS PER?METER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES)' VINDOV HEIGHT PERIMETER CAULK — Br OTHERS v 6 PRECAST SILL V/VULKEM 116 ADMESIVE CAULK OR IMPROVED EOL. ONE BY WOOD CONCRCTE OR BUCK BY OTHERS —SCARY OPENING ;,Y OTHERS CAULK BETWEEN WOOD 1-I/.' qM BUCK L MAS'Y. OPENING BUCK VIDTH EKXC.bCNT BY OTHERS SHIM AS REDID, C+ INSTALLATION ANCHOR FLANGE TYPE 1/4' MAX. 3/16' CIA, TAPCON WINDOW FRAME (SEE NOTES) ST,OVN (SEE NOTE 9) JAMS INSTALLATION ANCHOR 3/16' DIA. TAPCOM SHOVN (SEE NOTE 9) v 1 C1-1/4• MIN. CLASS (TYP.) I: 4 EMBECmENT (SEE NOTED CAULK BETWEEN / / LY WINDOW FLANGE —/ i WOOD RICK PERIMETER SHIM AS REO'D. CAULK I/{• MAIL BY OTHERS (SEE NOTES) WINDOW WIDTH I " \ FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEEN /faCER SECTION 8-8 „AOOD S-Y. �H(NG BY 07HERS BUCK HEIGHT FLANGE TYPE WINDOW FRANC SILL WINDOW HGT. I ■■� K- �+---- WINDOW W 7 H. ELEVATION VIEWED FROM EXTERIOR ` C SILL STOOL BY OTHERS O, PRECAST Sill By OTHERS �t .Cj• SECTION A —A . ��p F Z 12V- PKPARC: 31, nNU;T a A9PLIC.1104 EIaGWEiXING. INC.. TAPCON LOCATION CHART CALL TIP TO I LOCAT.VNS HEAOI 0 ATIONS IN JAMB UP TO '.ram TD UP TO r5T SIZE' TIP w ,S: -C.O r SOP7 7TOY 022 74 X 26 C.0 I J 74 X 3e 3/6 Eco ( :.C.O.E I,J.KA 1;J,K.L 024 7. X SO 5/6 C.0 ' .TOTE LJ'K,L ;.•+.).� K 032 t . X U. Ail. 033 ICE 1/. X 3e 3/e I B.C.C.: I ^TOTE LJ.K.L I I,J.K.L a 1 1/a X • B.0 :' t , I A.3.0 �::.• I.J.K.L T".2 III x 26 ` I =.... .J Ij . T23 ... X 36 3/3 ( ex �.E A � C.O.° F- Ux.L � I.J.K L T . t1I X SC B.C.D.E AP.C.O.E.F I.J.K,L I KL M3 120 X 3a 31. B.C.C.. ' I. •.s.C.O.E.F Lix.l A.I.C.i.._ ,.3.C.O.E.F cJL1.JK : I J K 6020 72 X 24 I� 6030 72 x 36 I CA 3.C.O 6040 72 X 49 C.5 3.C.O.E I.J.K.L I.J K.L 7020 GA X 2{ 1. 7030 ea X 36 B.C.C.E I .C.O.E I.J.K.L I LJK.L 704C a { B.0 �.E _ __.D.E I,J.K.L I,J.K.L -8020 96 % 2s o. ...I.J.K. 6030 96 X 36 e.C.C.E ' C.O.E I.J.K.L I,J.K.L 1 to B.0 i.E ..B.C.OEY I.J,K L C H 1 JK 020 108 X 24 Z. . : LJ I.JKL 9030 Il)s % 36 B.C.C'.E 3.CA.E U.K.I I,J:K:L { I • C C, A.3.C.^..E r 1 K I IK I 10020 120 x 24 .: -• = I,J I.J.K.L 10030 120 X 36 ( B.C.. = I A,S.C.O.E.F 1„IA L A.K.I. IOOAO 120 % {8 B.C.C'.: %.3.C.O,E.F I,J.K,L I,JK.L H 1 g NOTES: 1) SHIM AS REO'O. AT EACH INSTA_LLTION ANCHOR. MAX. A;LOwAeLE SHIM STACK TO SE 1/4'. 2) vANOOw FRAME MATERIA:: ALVM!YUM A"OY 6063. 3) TAPCON INSTALLATION &*` CHOR MUST e£ OF SISFICENT LTM. TO AC:m EVE uIN. EmSEOuENT Of 1-1/4- INTO MASONRY OR CGNCR ?E. {) USE SKJCONQED ACRr-IC CAULK BEHIND wwN00w F;ANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE mlI vpLKEM F16 ADHESIVE CAULK OR A%PROvE7 EOLIAL. S) USE SKICON11E0 ACRr-rC CAULK FOR. PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT w1NDOw SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LTSTEO WITH NEXT LARGER SIZE. FOR TIE APPROPRIATE DESIGN PRESSURE REO'D. 7) CUSS THICKNESS MAY vARY PER THE REOUIREMEN'S OF ASTM S1300 CLASS CHARTS. 6) LETTER CESIGNATK)NS ON THE TAPCON LOCATION Cr%ART INOtCATE WHERE TAPCON ANCHORS ARE TO SE INSTAL_ED WHEN US,MG THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NO' DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED w:'+ jt S:R£wS OF SUFFICIE" LTM. TO PRWO: MIN. S/e IN. EMSEOM:'.T INTO WOO•^, BUCK. 10) APPLICATION Or VULKEV 11E A.�HESNE CAULK AT %3.WE SILL MUST COMPLY WITH SEALAN- MANI,:A:TUPER'S RECOMMENDATIONS. 11) wHERE wImOOw IS INS7A.LEO 1% MASC'NRY OPEMINv w1TM A STRUCTUAL Two eYBUCK. USE j'0 SCP.EAS OF SVF:ICIENT .:NGTH TO ACHIEVE 1-3/d_ MIN. EM9EOu:VT AT a.L IN37ALLATION FAVENER LOCATIONS. SMEATMIN'G CALLK BETWEEN BY OTHERS WINDOW FIN t SNEArKmG INSTALUATOIN ANCHOR RB SCREW SrUC:O OR SIOiNG BY %HERS PERIMETER CAULK BY OTHERS GLAZING (ITP.) (SEE NOTE 7) VtMDC HEIGHT PERIMETER CAULK BY OTHERS i' MIK TWO BY WOOD �EM BEDHENTj' BY CTNERS INSTALLATION ANCHOR RB SCREW STUCCO OR SIDING BY OTHERS CAULK BETWEEN VINDOV FIN J i'MIN. j SHEATHING SHEATHING EMBEDMENT BY OTHERS SECTION A -A r 1/4' MAX. SHIM SPACE SHIM AS REO•D (SEE NOTES) FIN TYPE WINDOW FRANC HEADER FIN TYPE VINDOV FRAME SILL WINDOW WIDTH ZA' O.C. ILMAX. (TYP.7 A VINDOv HEIGHT / _T I EWALLY SPACE ANCHORS 6 (TYPJ B A II 6' MAXJ Zs• O.C. MAX. (TYPJ (TYPJ 6' MAX. (TYPJ ELEVATION vlEw M EMMOR MARBLE SILL STOOL BY �S} �I.- _ _ OTNERS CE?r4� A j�.rs�.�«t"�'l.>.•� S ,t Fly'.• �. a. �''. �I/A• SHIN SPACE MAX SHIM AS REO'D. (SEE NOTC_ VIVO BY WOOD BY OTHERS - WINDOW VIDTH Iva BY WOOD — BY OTHERS $M,M AS REO'S. (SEE NOTES) 1/A' MAX. SHIM SPAC? CAULK BCTVE_N /- V INDOW FIN t SHEATHING 1" MIK EN3E ON-:NT GLAZING (TYPJ „J (SEE NOTE 7) PERIMETER J CAULK •NEATHING By G%HERS BY O: rzRi FIN TYPE WINDOW FRAME JAM3 STUCCO OR SIDING BY INSTALLAi1CW OTHERS ANCHOR a3 SCREW SECTION 8-6 NOj 1) SHIM AS REO'O. ADJACENT TO EACH INSTAi.'ATON ANCHCP. MAX. ALLOWAcLE SHIM STACK TO SE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFIC:£NT LTH. TO A.HIEVE MIN. EMBEDMENT OF (- INTO WOOD FRAME MEMBER. A) USE SILCONWZEO ACRYLIC CAULK BENNO M:NOOW FIN A% MEAD. SILL C JAMBS. 5) USE SRJCOMIZEO ACRYLIC CAULK FOR P£R:mETER SEA: APOUNO EXTERIOR OF WVIDOW FRAME. 6) GLASS TwCKNESS MAY VARY PER THE REC'JIR£MENTS 0° ASTM E1300 GLASS CHARTS.. 7) INSTALL INSTALLATION FASTENERS AT 6- MAX. FROM COP.NERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, w-H A`lCHCR SPACING AS STAT_O. IS 70.0 PS; FOR ALL AVAILABLE SIZES UP TO 73' X 71' wx. ►REPARES BY PRODUCT t APPLICATION ENGUCERIK. IK:. ZU INTERMATIp+K ►KVY.. SUITE ZU. (EA'-)CJV. FLCR:DA 3Z745 PMDKE 137 W3-8363 FAX 127 WY7Js4 s SHEATHING CAULK BETVEEN BY OTHERS WINDOW FU( a SHEATHING INSTALLATION ANCHOR XB SCREW STUCCO OR S1 OTHERS PERIMETER I CAULK. Br OTHERS .GLAZING (TYP.) (SEE NOTE 71 WINDOW HEIGHT PERIMCIER CAULK -� Br OTHERS INSTALLATION ANCHOR 98 SCREW STUCCO OR SIDING BY OTHERS CAULK BETWEEN WINDOW FIN .SHEATHING a SHEATHINGSHEATHING OTHERS TWO BY WOOD (' MIN. jT DINERS V(NOOV WIDTH jEn3E}iENT` Il TWO Br WOOD — BY OTHERS 1 SHIM AS RE01. (SEE NOTES) Sif• MAX. SHIM SPACE `SHIN AS REO•D. rim TYPE (SEE NOTES) WINDOW FRAME HEADER GLAZING (TYP-) -' (SEE NOTE 7) VINDOV VIDTH 2f• O.C. FIN TYPE WINDOW MAX. FRAME JAMB II (TYP.) r A WINDOW / Y SPACE HEIGHT / / -"� ANCHORS (TYP.) rim TYPE WINDOW FRAME SILL � 8 B MARBLE SILLL A 6 ^A STOOL BY 2f O.C. (TYP.) OTHERS MAX. (TYP.) 6• NA%.(TYPJ Sif• MAX. r SHIM SPACE II SMIM AS REO'D. I cSEE NOTES) EMBEDMENT WOOD TWO BY OTHERS HER SECTION A -A 1/A• MAX. SHIN SPACE PCR:METER J CAULK BY OTHERS STUCCO OR SIDING BY OTHERS SECTION 8- CAULK BETWEEN WINDOW FIN a SHEATHING I• HIM. EmSEDHEKT -f L SHEATHING BY OTHERS INSTALLATION ANCHOR •3 SCREW m^TFG. 1) SKtu AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SKIN STACK TO BE 1/4•. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. -•) INSTALLATION ANCHOR MuS-- BE OF SUFFICIENT LM. TO ACHIEVE MIN. EMBEDMENT OF 1' INTO w000 FRAME MEMBER. A) USE SKJCONIZED ACRYLIC CAULK GEM40 WINDOW FIN AT HEAD. SILL & JAMBS. f_ VATION s) USE SKKONZ= ACRYJC uutx FOR PERIMETER SEu AaouaG LnEW D Ou x RIOR EXTERIOR OF WINDOW FRAME. fi) CLASS iKKKNEii MAr vARr PER THE REOtAREAENiS OF ASiu �1 E1300 GLASS CHARTS. 7) INSTALL INSTALLATION FAT�_NERS AT 6' MAX FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE. CAPACITY OF INSTALLATIONS NtiA AWI.N SPACING AS STATED. IS 70.0 PSF a)� V: n.'LS4:.�.f+rC: Zjt■FJ�! AKIa., FOR ALL K4AALABLE SIZES UP TO 119- X 49 S/B' uAX- �R� DERV REV DESCRIPTION DATE INI FLORIDA EXTRUDERS r s NFOR . FLORIDA TITLE:INS'ALLATION DETA'L V/ s8 SCREuS HORZ. SLIDING FIN VINDOV xOx CONFIGURATIGN- SERIES 1000 DRAWN BY: BB APPROVED BY: DATE:12/17/01 I SCALE: N. T. S. DWG.: FLEX0029 PREo.aEI Bn PRODUCT a AOPLtCATR7. ENWNCERI4. W_ rA INTERNATIDHUL ►KVY- S:.TTE M HEATHY'JV, r-711"I aZTK haME wT I05-Qxs CONCRETE OR NASONRY OPENING BY OTHERS ONE By WOOD BUCK BY OTHERS CAULK BETWEEN G WINDOW FLANGE L WOOD BUCK 1 STUCcn IT OTHERS PERIMETER CAULK W N BY OTHERS (VIN,MW MEIGMT) GLASS (TYP.) —/ (SEE NOTES) PERIMETER CAULK By OTHERS CAULK BETWEEN WOOD INSTALLATION ANCHOR BUCK L MAS'Y. OPENING DIP. TAPCON BY OTNERS 3/15- HIM. EH9EDHENi \ G T l/41 SHIN J SPAC? MAX. ; V SHIM AS REO'D. (SEE NOTES) FLAMdi£ TYPE HE WINDOW FRAME HEADER RIGID VINYL GLAZING BEAD IT YP.) FLANGE TYPE WINDOW FRAME SILL CAULK BETWEEN C VINDOW FLArAGE V t PRECAST SILL C c V/VULKEN 116 PRECAST SILL _ SCCTION A -A ADHESIVE CAULK BY OTHERS OR APROVED EOL. W.W. A- A 8 C D E. W.H. � � ('-- G , B I A ELEVATION VIEWED FROM EXTERIOR UK BY WOOD - BUCK BY OTHERS B.v. (BUCK WIDTH) L/4' SHIM - FLANGE TYPE SpAcr MAX WINDOW FRAME SH•M AS REMO, JAMS (SEE NOTES) INSTALLATION ANCMOP. 3/16' DVA TAPCON RIGID VINYL GAZING BEAD wASS (TIP.) (SEE NOTES) 1 r— d CONCRETE OR NASJ)IRY OPENING BY OTHERS I-l". NIK j [•2EOKNr t to v BH CAULK BETWEEN BUCK WINDOW FLANGE IGHT) 6 %.=o BUCK O PERIMETER CAULK ::: STUCCO By OTHERS BY OTHERS vv (WINDOW WIDTH) CAULK BETWEEN - C WOOD BUCK L SECTION B-E MAST. OPENING NOTES: By OTHERS 1) SWN AS REO-D. AT EACH INSTALLATION A:+CHOR. )IAX. A.LOWASLE SHIu STACK TO BE 1/4'. 2) WINDOW FRAME MATERIµ= ALUuwUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO LIASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK SEHIM0 WNOOW FLANGE AT HEAD fi JAuSS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SKJCOwZED ACRYLIC CAM( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT Wm00W SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOP THE APPROPRIATE OESIGN PRESSURE REO.O. 7) GLASS THICKNESS MAY VARY PER THE R=O(AREMENTS OF ASTIA E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INOKATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN UU4 THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES HOT DESIGNATED FOR TAACON ANCHOR SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTH. TO PROVIDE IJRI. 5/3 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF VUL KEM 116 ADMESIVE CAUL( AT FAAMJE SILL MUST COMPLY WITH SEALANT MANUFACTURER'S P.ECOMMENW,!ONS. 1 1) ONE ADDITIONAL FIELD DRILLED h INSTALLED ANCHOF 6 REO.O. IN EACH JAMB ON THE FOLLOWING SIZES: •D25' (73 Y 42), -020 (73 X 71).-56u6OM• (65 x 71). k •6OM60M- (71 x71). PLACE ANCHOR BETWEEN ANCHORS -C AND i AND BET'A'EEN ANCHORS "M ANO J OVER 55 PSF ONLY. 12) WHERE WINDOW IS INSTµIED IN w5ONR" OPENING W17H A STRUCTUAL F- TWO BY WOOD BUCK. USE /10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT AT aL INSTALLATION FASTENER LOCATIONS. ON SIZES NOTED IN NOTE V 1 ADD A 110 SCREW H ' ANCHOR TO EACH JAMB FOP NOTED DESIGN PRESSURESall"I"Ll FLCa�DA [b K t aFtv,4/� �.�nyur��S M - MOL"i-# 6 PPlPA?en yr. PQZfXrT L APPLICATION Er TAPCON LOCATION CHART CALL TIP TO NS IN HEAD LOCATIONS IN JAMB 5[A.I or5[ ]OPSF rY J r5[ oA'f SIZE TIP To ro I To 7o ro TO cecr [ 7'- 5 7 IH2 26 (/2 X 26 C C f C G N G.M G n IH3 26 t/2 = 38 3/6 C C C G.N G.H G M tHa 26 1/2 X 60 5/6 .0 C C I G.H G n G...1•J I H45 26 1/2 X 56 t/4 C C C G!+ G.H GI(J.J IHS 26.1/2 X 63 C C C G.H GI(I,J G.HI.J IH6 26 1/2 X 72 C C ( C C.H G.HJ.J G.�I.J 37 X I H M 23 37 X 38 314 C C C G.H G.r1 GI( 24 37 X 50 5/3 C C C C.- G.nI.J 245 37 X 56 7/4 C C C C. c.HJ.J G,.:.J 25 37 x 63 C C C G J+ G.nJ.J Gr.LJ 21 37 X 72 C C C G.H,I,J c.HJ,J E,F,G.H.LJ 33 53 1/3 X 38 3/6 C e.0 2.0 G^I( G!1 GJ+JJ + 53 ,/5 x 50 5/6 C 8.0 S 4 G.H G.H,I.J G +J I 345 53 I/6 x 56 I/4 C B.0 I 3.0 G.HJA GIIJ.I E.F,G.HIJ 35 53 1/6 z 63 C 8.0 E.c G.H.I,J G.KJ.J E.F.G.HJ,J 6 T 1/ X 7 C e.0 E.0 G H.I.J E.F.GMI.J 2 .� .... CI3 74 X 38 3/6 e.0 a.0 I A3,C.0 G,H c Hili G. LI,J 624 74 X SO 5/6 B.0 B.0 A�.C,O cfIJ.4 G.HJ.J E.F.G.H Ja 0245 74 X 56 1/4 B.0 B.0 A.3.C.0 G.HJ.J E.F,GJIJ-J EF.i..H.0 025 74 x 63 CC E.0 A.9.C.0 Cm E.F.G.H.0 U.G.�J.J• 7a x 72 e.c 8C I A3 :.0 GJI,I,J E.:.G.MI.I,J £F.G,'M,I,J• 20u20N 24 % 4 ^ . u3 . 200u 24 x 36 C C C G,H G.M G 20u40M 24 X 48 C C C G.H GJI G.H 20ua6u 24 x $4 C C C I c.H G N I G ^u 5O 20uu 24 x 60 C C C G.H G.H o y 4 X 7 C C C G✓ C.HI.J •- 1 30u20u 36 x 24 z L G.m Gn .v 30u30u 36 x 36 C C C G,H G.H .0.H 3O6A40u 3e x 4e C C C G.H C.HJ,J G HI..) 3OM46U 36 X 54 C C C G.H G.HJ.J G:HJ.J 3Ou50u 36 X 60 C C C G.M G,HJ.J O.H,LJ 30u60u 36 X 72 C C C G.M I,J G.HJ.J E.F.G.K I.J 4 �. apw30u 48 X 36 C C 9.f G.H G.H GJ(,IJ 40WOU 4a X 48 C C e.0 G.H G,KJ J GJ(I.J 4OM461A 46 X 54 C C 9.0 G.H G.MJ.J GJ(I.J 4040M 48 X 60 C C 9.0 G,HJ.J G.HJ.J E.F.G.H.0 60 a0uu IleX 72 C C A-.0 G.H,LJ . E.F GA LJ H 1 4 Q.m M GJI 46u30u 54 x 36 C e.0 a CA G:H GJI,1.J 45M40u 54 X 46 C 8.0 8.0 GJ( C.NJ.I GJ(.I.J a6M46M 54 x 54 C 8C B.0 G.HJ.J G.HJ.J E.F,G,HJ.J 46M50MM 54 x 60 C B.C. 9.0 G.H.IJ GJ(J.J E.F.G.H.I.J r - 3.0 H I i N I [ AMZOM % 4 XO. G.H G.H G. scm30M 60 x 36 C B.0 B.0 c H O.N G.HJ.J 5OM4O1A 60 X 48 C B.0 e.0 G N G.MJ.J I I G.HS.J WM46U 6C x 54 C B.0 S.0 G,M,I,J G,HJ.J E.F.G.H.I.J 50u50M 60 x 60 C B.0 B.0 G H.0 GJ(JJ E.F.G.N.0 SOu60u 60 x 72 00 A I- C 8.0 u,c e.0 O. G.HI.J E.F,G.MJ,J E.F,G,HIJ .H 56M30M 66 x 36 8C B,C A.3.C.: G.H G.M c.HJA 56MAOu 66 X sa B c e,C A9.C.: GJI G.H G,r(J,J 56Ma6M 66 X 54 e.'. B.0 A.3.C.: G.M.I,J G.MJ.J C.F.G.M.I.J 55u501A 66 X 60 E.0 B r A.S.C.: G.KJ.J E.F.GJ(I.J E.F.G ..LJ 56u60u 63 X 72 e,c S.0 A.S.C.0 rm I,J E.F,G M!.J EF O.H.I,J• 6OU30M 72 x 36 e : e.c A.?:c._ G.H C.H G M lJ 60M40M 72 x AS E.0 84 A.3.C.: G.M GJILI G.HJ,J 60uabV 72 X 54 e c B - A3.C.: G.H,1,J I G.:(J.J ` E.F.G!II,J 9.0EI E F.!(I.J6OUS•3M 72 X 6C - C B.0 72 X 72 E. C 8 C A9.C. G!1 I.J E.F,G MI.J ■ADDITIONAL ANCHORS RE:'D. S=E NOTE It FLORIDA EXTRUDERS INTERNATIONAL, , R INC TITLE: INSTALLATION DETAIL ui TAPCONS HORZ. SLIDING FLANG_ u MOW- SERIES 1000 DRAWN BY -.BB i APPROVED BY: 'v't DATE:10/23/O 1 SCALE: NT S DWG.: FLEXOO=O :, a:1.:. INC. 250 InrCW.aFiF' PXw_ S'1.iC 250. KAr :]v. FL-^.:JA 32746 P-C-C 411 605-0365 F44 1. i05-03ns y ONE BY VOCD BUCK BY OTHERS CAULK BETWEEN VINDOV FLANGE - L VCOD BUCK CONCRETE OP rHSONRY OPENING BY OTHERS O a CAULK BETWEEN WORD BUCK L KAS•Y. OPENING BY OTHERS 1-I/4' MEN. ENBCDMENT ISSTALLATION ANCHOR 3/:s' VIA, TAPCON STUCCO J BY OTHERS4� SHIM AS REO'D.. (/a' MAX. (SEE NOTES) P*4IH{TCR CAv_K BY OTHERS FLANGE TYPE VINDOV FRAME MEALIER RIGID VINYL GLAZING BEAD y, (iYP.) GLASS DOW (TYPJ (SEE NOTES) B.v. (BUCK VIDTH) INSTALLATION ANCHOR ONE By vocu 3/16' DIa BUCK By OTHgRS SHIN aS R£0'0. RIGID VINYL rMax. GLAZING BEAD (S_C NOTES) IT YP.) GLASS (TYP.XSEE NOTES) i FLANGE TYPE ` WINDOW FRANC JAM9 K BETWEEN 1-1/•- MIN EMBEDMENT I> STUCICO 8r HERS v CAUL yy p WINDOW FLANGE PERIMETER T L WOOD BUCK CAULK J BY OTHERS V.V. (VIND-- vIDiH) I .CIGMT) Byl (BUCK CAULK BETWEEN HEIGMT) VOOD BUCK L CAULK BETWEEN VINDOv FLANGE L PRECAST SILL NAVY. OPENINC BY OTHERS V/ VULKEN It6 ADHES(vE CAULK. OR APRv'D. EOL. SECTION B-B FLANGE TYPE CONCRETE OR PERIMETER WINDOV FRAME MASONRY OPENING CAULK SILL BY OTHERS BY OTHERS ° �. W.W. �— PRECAST SILL ° ° AB FA By OTHERS A-Aq CNOTESSECTION 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO Be 1 /.. ALLOY W63. D E 7 2) wTHOOW FRAME MATERIAL: ALUMINUM 3j IM AUATMON ANCHOR MUST 8E OF SUFFICIENT LIM. TO ACHIEVE t MIN. EmdEDuENT OF I-t/.- INTO MASONRY OR CONCRETE. J24 a) USE SWCWZEO ACRYLIC CAUL( BEMNO "Dow FLANGE AT HEAD B Q k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTW 1HTH CAULK OR APPROVED £OVAL. J B K vuLKEM t16 ADHESIVE SEAL AROUND W.H. UL 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER EXTERIOR OF WINDOW FLANGE. 6) IF EXACT YnNDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE F G . AJ ANCHOR OUAmM LISTED wITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE R£O'0. L / V Y 7) GLASS THICKNESS MAY VARY PER THE REOLAREMENTS OF ASTME1300 CLASS CHARTS. � 6) LETTER DESIGMT04S M+ THE TAPCON LOCATION CHART wpCATE I �'G IN TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAMS 30nr TO 40►v atPv TO 7OPSF 3COV TO AOPv •',.v TO 77.s7 SIZE SIZE 12 ie 1/5 X 2S B 8 F.G F,c 13 16 VS X. 37 3/6 6 B i.G F.c 14 16 1/6 X 49 5/6 B D F.. F. 145 16 1/6 X 53 t/a 8 e F,G f,. 15 16 1/3 X 62 8 8 F,c F.0 16 16 1/6 X F,GMJ 17 t 1 a a F.G FGJ.+ IN., 25 1/2 X 2i B 8 IK3 25 1/2 X 3T 3/4 8 8 F.G IM. 2S 1/2 X 49 5/0 8 B F,G i,G.HJ 1.45 25 t/2 X 55 1/. 8 B FF FF.NJ IRS 25 1/Z X 62 B B F•G F-G•M: 1N6 25 1/2 X 71 8 8 FG i,GM.I tH7 25 1/2 X 63. B 8 P,G.J.K F,GJ.K 50 1/1 . 26 29 1/1 X 25 8 11 6 F,G F,. 30 t/Z . 36 3/6 39 t/2 X 37 3/8 X 49 5/8 8 B FF F.c Ki 30 1/2 . 50 5/8 M T/2 1/2 X SS 1/. 8 8 F.G F,.MJ 30 1/2 . 56 1/. 29 29 1/2 X 62 8 6 F.G F,GMJ 30 1/1 . 63 30 1/2 . 72 29 1/2 X 71. 8 6 F,G.HJ F.G MJ 30 .11 6a 29 1/2 X 63 8 6 F.G.J.K F,GJ x 23 36 X 25 36 ■ 37.3/5 6 11 8 ° F.G F.G F.G F.c,M.J 24 36 X 49 5/a e B B 8 F.G F.GhJ 245 36 X 55 1/4 62 F,GM.I FF.t j 25 X 71 8 6 F.G.H.1 O.Ef.w.tJ 7 36 X 63 B 8 i.GJ.K F,GJII,J.< a X 26 41 X 25 B 8 F.G F,G HJ .Z . 36 3/6 •1 X 37 3/6 8 6 F.c F,G.N1 •I . s0 5/8 .i X 4 s/6 B B FF.MJ F,G.HJ .2 . M 1/. a2 . 63 .1 X 35 t/. a1 X 62 8 8 F.Gn) O.E.I,crJ 42 , 72 47 AA .1 X 71 .1 X 63 B 6 F,O.H,1 F G JJ( O.E.F.G�J F.G.H u K jv a8 , 26 47 X 25 B A.0 F.C. F.GMJ .a . 36 3/8 •7 X 37 3/6 B B A.0 A.0 F.G F.4; .4. 50 5/3 46 56 1/. .7 X .1 5/6 •7 X Ss 1/4 B A.0 F,O.H,t F.cMJ 46 63 47 X 62 .7 X 71 8 8 A.0 A.0 F.cM,i F,CMJ O.E.F,G.-J O.Ei.cJ•.1 48 .. 72 a 47 X 63 F 1 32 52 1/5 X IS 6 8 A,C A.0 I F.c F.cM! 33 3. 52 1/a X 37 3/6 52 1/6 X .9 s/6 B A.0 F.C." I 345 52 1/$ X ss 1/4 B A.c F.G.H5 F.G.H,1 D.EFFM.1 O.E.F.G.N.1 35 36 52 1/9 X 62 52 1/a X 71 - 8 8 A.0 A.0 F.C,H.1 D.E.i.G.HJ . 37 52 1/6 X 63 8 AC F,G.J.K O.E.F.G.1�J.K - 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE tAPCOn ANCHORS ARE TO BE INSTALLED WHEN USING THE INTERNATIONAL. INC 9) ALLTF�ACTORY APPLIED nOM HOLES NOT DESIGNATED FOR TAPCON ' �. •- _ FLORIDA EXTRUDERS SANFORD, FLORIDA ANCHOR- SHOULD BE, FILLED WITH 16 SCREWS OF SUFFICJENT LTH. TO PNOY" MIN. 5/6 IN. EMBEDMENT INTO WOOD 65)CK. A 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE NUN.1S SmQ". THISTITLE: INSTALLATION DETAIL PRWf ALSO APPLIES TO THE FLORIDA EXTRUDERS 15W AND 2000 E LFVATI O N SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 L 200C SERIES SINGLE RUNGS. 11) WHERE w1HOOW IS INSTALLED IN MASONRY OPENING WITH A STR(ACTUAL TWO BY WOOD SUCK. USE /TO SCREWS OF VIEWED FROM EXTERIOR � - - � -,�,- DRAWN BY: BB APPROVED BY: SUFFICIENT LENGTM TO ACHIEVE 1-3/6- MIN. EMBCOVENT AT • s,..I C- i .,��.:C DATE: 10/09/01 SCALE: NTS DWG.: FLEX0016 ALL INSTALLATION FASTENER LOCATIONS. PREPARCO C'; PROOOCT A APPUCAT" 0484ZERING, MAC.. 250 wTERwIgNML RY.. SUITE 250. W-0- 10w. rkoR4A 32746 ►NONE 407 805-0365 1- 407 SCS )366 d CAULK BETWEEN SHEATHING WINDOW FIN E By OTHERS SHEATHING INSTALLATION ANCHOR 89 V000 SCREW 1 STUCCO BY OTHERS PERIMETER CAULK BY OTHERS WINDOW HEIGHT GLAZING (TYP. (SEE MOTES) PERIMETER CAULK BY OTHERS INSTALLA-ION ANCHOR 08 WOOD SCREW STUCCO BY OTHERS CAULKBETWEEN WINDOW FIN SHEATHING A. SHEATHING HY OTHERS SECTION A —A ' MIN. EDMENT TWO BY WOOD BY OTHERS SHIN AS REO'D. (SEE NOTES) SHIN SPACE FIN TYPE \— WINDOW FRAME HEADER GLAZING (TYP.) cSEE NOTES) FIN TYPE WINDOW FRAME STY(ARPLC SILL STOOL BY OTHERS TWO By WOOD BY OTHERS r.1 1'MIN. EMBEDMENT VINDCW WIDTH 1i{' MAX. SHIM SPACE SHIN AS REO'D. TWO BY WOOD cSEE NOTES) STUD By OTHERS NNW I' MIN. �( �,TjA EMBEDMENT 17s�� GLAZING (tTP.) _.' C.ttL•I2 F�J.aF+ (SEE NOTES) . AS l FAI SHEATHING BY OTHERS CAULK BETWEEN vlHeev 'H 24' O.C. MAX. (TYP.) EQUALLY SPACE WINDOW ANCHCRS (TYP.) HEIGHT A JL,6' M MAX (TYP.) ELEVATION %nEwEO FROM EXTERIOR FIN TYPE WINDOW FIN vlNDOV FRAME i SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CAa.K •8 WOOD SCREW BY C%HE;;S STUCCO BY CTHERS SECTION B—B 1) SHIM AS REO-D. AT EACH INSTALLAT" ANCHCR. MAX, ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW -FRAME MATERIAL: ALUMINUM ALLOY 6063:- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE M(N. EMBEDMENT. OF I' INTO WOOL BUCK. 4) USE SILICONIZED ACRYLIC CAULK BI WINDOW FIN AT HEAD. SILL k JAA13S. 5) USE SHLK.ONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNCOW FRAME. 6) IF EXACT IWNOOW SIZE IS NOT LISTED IN ANCr.CR CHART, USE ANCHOR OUA\TITY LISTED WITH NEXT LARGER SIZE- 7) GLASS THICKNESS_ MAY VARY PER THE P.EOUIR£MENTS OF ASTM E1300 GLASS CHARTS 6) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETR DERS 15W AND 2000 SERIES SINGLE HUNG WINOOWS. .. ._ ...an�i. .�.. a....+.. r✓a.�raa✓. Af Kft iwtfi•itTlM1ua hay. tiATf JSn r a 2� � f� fmlti TJT{6 IK4f_ {b7 BOS—b7AS FAY s07 /CS—b366 ASORETE OR MOPENING ASOTH RY OTHERS i ONE BY VOOD KICK BT OTHERS CAULK BETWEEN WINDOW FLANGE p L VOCO BUCK D i SiuCt6 Br OTHERS I PERIeETER CAULK By CTHERS GLASS (TT?J (SEE NOTES) vx WINDOv .,EIGHT) PERIMETER CAULK BY OTHERS a CAULK BETWEEN WINDOW FIANCE t PRECAST SILL V/VULKEM 116 ADHESIVE CAULK OR APRv'D_ EOL. INSTALLATION ANCHOR 3/16' CIA- TAPCON /CAULOK BUBETWEEN vLC+CK t MAS'Y. OPENING BY OTHERS GLASS (TV,-.)_ 1-1/4' MIN. (SEE NOTES) j� O EMB£DNEMT 1 0•n�� 1'iT FLU too C,E �iij'j S sA7SHIM AS REO'D v7ss (/f' MAX (SEE NOTES) Zito FLAMM TYPE WINDOW FRAME W.W. RIDGED VINYLF GLAZING BEADD B.M. (BUCK / HEIGHT) , RIMED VINYL I GLAZING DEAD W.H. FLANGE TYPE WINDOW FRANC a V PRECAST SILL BY OTHERS (;FCTION A -A B.V. — —(RUCK WIDTH) SHIM AS RCO'0. 1/f' MAX. (SEE NOTES) RIDGED VINYL GLAZING BEaD 1-11" .NN. CONKRETE OR L�KlrC+T MA52MR1 G?ENING By OTHERS D INSTALLATION ANCHOR 3/t6' CIA. TAPCON . v v �pHIE BY VOCD BUCK SY OTHERS FIANCE TYPE p WINDOW FRAME CAULK LETVEEN vinDOv FLANGE P£RiME TER L WOOD BUCK CAV_K Br CT..ERS CAULK BETWEEN OD BUCK t V.W. w$'Y. OPENING GY —�--(VINDQV WIDTH) )\— LY OTHERS STUCCO BY OTHERS SECTION B-B 24' O.C. ----I MAX. (TYPJ i (TYPJ i A --*j ELEVATION VIEWED FROM EXTERIOR N 11)E IM AS REO'D. AT EACH INSTALLATgN A1104OR. MAX. ALLOWABLE SMu STACK TO BE 1/4-. 2) ww DOW FPWr- MATERNAL: ALUMINUM ALOY 6063. 3) 3/16- ow TAPCON INSTALLATION ANCHORS MUST B£ of SUFnCIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. f) USE SILICOwZEO ACRYLIC CAULK BEHIND W'UNOOW FLANGE A. OR APPROVED EOUAL es. SILL uu5t 8f A -ACHED TO THE SUBSTRATE WRH vULKEu I16 ADHESIVE CAULK 5) use %iCONAZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLOCE 6) IF EXACT WRNOOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OVANT ITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRATE DES•;GN PRESSURE REO'O. 7) GLASS THICKNESS MAY VARY PER THE RECUIREMENTS OF ASTM E1300 GVSS CHAR-S. 6) WHERE SPACING BETWEEN TAPCON ANCMCRS EXCEEDS 24 IN. O.C.. /6 SCREWS. OF' SUFFICIENT LTH. TO PROvoE WN. 5/6 IN. Ew3DMENT INTO WOOD BUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS ROCC SERIES FIX£D WINDOW IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. -- 10) SEE BACK OF THIS SHT. FOP, INSTL'N ANCHOR REOUIREMENTS. 11) APPLICATION Of VULKEM 116 AOHESIvE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT uANUFACTVRER'S RECOMMENCATONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAI TWO BY WOOD eutx, USE /IO SCREWS .OF SUFFICIENT LENGTH TO ACHIEVE 1-3/6- MIN. EMBEDMENT. 13) WINDOW UNITS CAN BE MULLED TO OTHE' UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOUIREMENTS. INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE:1NSTALLATiON D=TAII V/ ONE BY BUCK FIXED FLANGE WINDOW - SERIES 1000 a 2000 PZI�'20�02 DRAWN BY:ED APPROVED BY: DATE: 10/22/01 SCALE: NTS DWG.: FLEx0018 SHEET I O: 2 MWARED 9Y:'PRaO(ICT TECHMOAOGr CORP. ZSO WTV%NAT*"I P<WY, SURE iSa. WAIN". nano. sZTNe PHONE fOT eos-oses rA: fOT 6M-:see SHEATHING By OTHERS CAULK BETv£EN VINDOV FIN L SHEATHING INSTALLATION ANCHOR 68 SCR" EXTERIORBYOTIHERS Z�� PERIMETER / CAULK — BY OTHERS V{NDOV HEIGHT EXTERIOR PERIMETER CAULK BT OTHERS INSTALLATION ANCHOR 68 VOOD SCREW EXTERIOR FINISH BY OTHERS —� I P HIM, EMBECKNT VINDOV VIDTH I� 1/4• MAX. �900o FRAMING . SHIM SPACE SHIN AS �M�.FLOWA (SEE NOTES) "NAgC.O• .A.F• IIII \f/� 4UL4iwr_atU 1/4• MAX r 1. E SHIM SPACE GLAZING (SEE NOTE 6) ,- GAZING 'SEE NOTE 63 FIN TYPE vINDOW FRAME CAULK BETvEEN )•MIN. WINDOW FIN EN3EDlEN� t SHEATHING SHEATHING BY OTHERS SECTION A -A BUCK HEIGHT FIN TYPE VINDCv FRANC SHIM AS REO'D 1/P MAX. ,SEE NOTES) vW0 FRAMING BUCK By OTHERS VINDOV EXTERIOR FIN TYPE VINDOV FRAME A 1 ELEVATION VIEWED FROM EXTERIOR • 8 VOOD FRAMING BY OTHERS SHEATHING - 3Y OTHERS INSTALLATION ANCHORCHORCHOR 82 SCREV CAULK BETvEfN VINODV FIN 6 SHEATHING SECTION 8-B EXTERIOR FINISH PERMETER CAULK BY OTHERS BY OTHERS NOTES. OR STALLATION HSHIM 1) SWITH LOAD BEARILNCES IM'NMAX. ALLOWABLE STACK TO BE 1/4-. 2), WINCOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACHIEVE MIN. EMBEDMENT OF I' . INTO WOOD FRAME. s) EO ACRYLIC CAULK EUT-.Rm OF w-00W FRMECTER SEAL AROUNOISE 5) USE SR3CONIZED ACRYLIC CAULK BEHIND WINDOW FIN 6) GLASS THICKNESS MAY vARY PER REOUIREMENTS OF ASTM E1300 CLASS CMART-a. SINGLE GLAZING IS SHOWN. INSULATING CLASS ALSO OUALIFIF3. 7) FLORLDA EXTRUDERS 2000 SERIES FIXED PICTURE --+ WINOOw IS SHOWN. THIS PRINT ALSO APPLIES TO ' THE FLORIDA EXTRUDERS IS00 AND 1000 SERIES PICTURE WINDOW. 6 8) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 249- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WIT" ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73• X 71' OR 63- X 95' 09 119' X 37-3/8' MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USIYG ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR R£CIREMCNTS. vREPART3) BY: PRODUCT TEC.,4L0.- CORP.. 2S0 1 / 1 J/ UG )JVAI.L: IV. 1 . ,3.lu�v.• r �t_.nv PKwY. S4.E 250. LAKE MAR•, fLOR104 3:7N6 PHONE 407 605-0365 FAX Q7 MS-0366 /0 CAULK BETv£EN VINMv FLANGE t. VOOD BUCK CONCRETE GR MAMNRY DPEMING BY OTHERS CXTER:Z F(kiSM BY ar.,ERz 1 PERIMETER CAULK J BY OTM£RS vIND0v FRAME WAD WIDOW I(E04T ExTERIOR v1NDOv FRAME SILL PERIMETER CA„_K BT OTHERS EXTERmit FINISH -� BY OTHERS CA" iETVEEN vv4wv FLANGE & WOOD BUCK CAULK BCTVEEN VQD BUCK L MA• eT OPENING IT OTHERS CAULK BETVCEN VOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' D:A. TAPCON QI / if' MN. EMBEDMENT r t/{• MAX_ —1 SHIM SPACE SHIM AS REO'D (SEE NOTES) GLAZING (TYP. SEE NOTES) / 4 CQMCRETE OR \ MASOr(RY BY OTHERS <<CTION A —A INSTALLATION ANCHOR 346' DMA. TAKEN SHIN AS RCO'D. (SEE NOTES) 1 L 1/{ MAX. SHIM SPACE NOTES AS REO'O AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. ALLOWABLE SAY STACK TO B£ 1/4•. 2) Wv0OW FRAM: MATERIAL: ALUWMJU ALLOY 6063. 3) 3/16• 0A. TAPCON INSTALLATION ANCMOR MUST BE OF SUFFICIENT LTM. TO ACNIEV£ MIN. =M!EOUENT OF 1-1/4• INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6• FROM CORNERS & 24' 0. C. MAX. ALL FACTORY APPLIED HOLES N . g£SIGNATED FOR TAPCON ANCHORS SHOULD SE FILLED WITH /6 SCREWS OF SUFFICIENT LTH. TO PROWOE MIN. SIG IN. EMBEDMENT INTO WOOD BUCK. A) w`(ER£ WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/2- MIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. S) USE S'UCOWZED ACRYLIC CAJLK SEHINO WINDOW FrAI(G£ A' MEAD. SILL JAMBS. 6) USE SR.KONZE0 ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLAM E. 7) GLASS THICKNESS MAY vARY PER THE REOURtEMEN'S OF ASTM E13W GLASS. CHARTS. S94GLE GLAZING IS SHOWN. 1NSLR,A1IN4 GLASS R ALSO OwuFIED. B) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. alllo DOWN MVSr BE OF SUFFIECtENT S"R£NGTA TO ADEOUATELY TRANSFER LCAO FROM WINDOW TO THESTRUCTURE. 9) FLORIDA. EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 10) ELEVATONS S.�OW COMMON CONFIGURATIONS. IT IS kOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CCNFIGURATONS. THIS SHEET APP'J£S TC ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UWTS USIkG ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOLItR MENTS. EXTcRIGR ELEVATION -�. t-1/4• MIN.. EMBEDMENT !/•• MAX —.r L.F SHIM SPACE ONE By vC00 SHIM AS REO'D BUCK BY OTHERS (SEE NOTES) • LNSTALLATIMN ANCHCP 3/16' DiA. TAPCON WINDOW FRANC a JAMS GLA2TNG <T YP� CAULK BETWEEN SEC kGTEU V= DUCK S "Al Y OPENING iT ClkERS C PERIMETER CAULK �I I CAULK BETWEEN BY OTHERS vD(DQv FLAB &WOOD SUCK EXTER17 FINISH CONCRETE BY OTHERS OR MASONRY VINOOv VIOTM BY OTHERS BY OTHERS SECTICN B-B A WINDOW WIDTH 1 vnNGOK HEIGN!f B B A EXTERIOR ELEVATION LB•®•�' RNATIONAL, INC ,_1/A• tow , � Ilya+ FLORIDA EXTRA DER, `s NFORD. FLORIDA Q EMBEDMENT lA 'tom - •: N A` ' y` • ONE BY WD �(�^ 1'� L ` J� TITLEFLANGE INSTALLATION DETAIL CONCR:TE HEADER V/1 BY B:''CK BUCK ➢TOO OTHERS DESIGN-R FIXED WINDOV 1000, 1750, S 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/12/02 SCALE:NTS DWG.: FLEx0035 H•(rHH(] Mr. H`O[I RWPG. V•. •fH uKwtpHq RN.. T:S'( NIA .(•t.I:v. "mu W. HMC ys QOS Yr .eY C.•OY INSTALLAT:ON ANC'CR pq IY MK Co SCREW ar eTM-_as CAULK BETWEEN VINO v BUILD DOVN OTHERSLSO rLANCIF. & S�EA-I MING (A L) ;ES N S. TO SILL) 11) SH•+u AS PEO.O. AT EACr WSTALIA:KM ANCHOR vnTH LOAD BEARING SHSM. MAX. ALLCWABLE SlItN S?ACK TO BE 1/4 PLYWOOD !7•:.7 2) WINDOW FRAME L :ERaL! ALUMINUM ALLCY 6063. aY CTHERS WIN. 3) TA�CAN NSTALLATOM ANCHCPNS AT SILL MUST BE OF SUF7EIENT LAN. TO AC -A.. ! rT-3/a' II{I EMBEDMENT WIN, EMBEDMENT OF ;-1/4* INTO MASONRY OR CONCRETE. /10 INSTALLATION I S;aCWS AT MEAD & JAweS MUST BE OF SUFFIC.EMT LENG7H TO ACHIEVE 1-3/3' I MIN. EMBEDMENT IN7D wOOO FPAMING AND BUILD DOWN WHERE REQUIRED. EXTCRIOR rIkISH INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 N. FROM CORNERS & 2- IN. !Y OTHERS ' O.C. MAX. . A) US£ RKONIZEO ACPr.IC CAULK EEMND +ANOOW FLANGE AT HEAD. SILL & JAMBS. 5) LIE S0.CONt2ED ACRYLIC CAULK FOR PERUETlER SEAL ARO" EXTERIOR OF f— I/a' MAx. WINDOW FLAMM 6) GLASS THICKNESS MAY vARY PER T,.E REOutAtEmENTS OF ASTu Et300 CLASS SHIN SPACE CHARTS. SW.LE GLAZING IS SNOwN. NSUUUL7N4 CLASSISALSO OuALN'1 0. _L ) DOWN PORTION °Ow GTH TO BE 8ro-RS. I ATEaEO DOWSTr 0N MUST B BUPSSUf"T STRENGTH ALOULr 1 TRANSFER LOAD FROM WIDOW TO THE STRUCTURE. L 31 FLCaCA EXiRUOfRS 1000 SERIES DESIGNER WNOOW SHOWN. THIS PRINT ALSO \,C. APPLIES TO FLORIDA EXTR'JGERS 1750 SERIES & 2000 SERIES. PER')EIEP. CAV K IT GAINERS v 4) ELEVATIONS SHOW COMMON CONFIGURATIONS. ITSE IS NOT INTENDED TO I", UOF SHIN A: TI4S PRODUCT TO THESE TWO CONFIGURATIONS, THIS SHEET APPLIES TO ALL =NF16uRANIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 (SEE NCTES) SERIES DESIGNER FIXED Yr.NDOW FRAutNG SYSTEMS. 10) WIDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VU:DOv rR.HE MULLION. SEE wt:'JON INSTALLATION SHEETS FOR RECKAREMENTS. HEAD EXTERIOR V:N„DGV FRAY.E - S:LL PE.INETER aY OTHERS Ex-ER:CR —� r;%ISH I• OTHERS GLAZING (TTP. SEE NOTES) SHIM AS REO'D (SEE NCTES) CAULK B_TVEEN �� Q VINDDV •LANCE x)EIc Q � ONE BY WDOo CAULK BETWEEN ¢. WOOD 'II L NASDPO.• JPEw1Nu it OTHERS CONCRETE OR S '(--TION �._-A KASDHR• _ IT OT,EGS SUCK HEIGMT 1/s' MAf, SH„M VL:E EXTEt;I��R ELEV-710N M..CFMRAL FLORIDA B.0.A.F. EMOEDUEN- \_DME BY WDDD �pAr — MANUFACTURER NAME: ,LICK BY OTHERS ) c _ • �.. CX }� 1y,1� , INSTAL` ATIDN ,MASTER FIIZ 3ilb' .IA. 7APCjpN i C.0 BUCK VIDTH TWO Br�FRAMIH4 —� IY all ERS SHIN AS RED"D (SEE NOTES) 7 MIN. EMBEDMENT 7/a' MAX. SHIM SPACE CAULK BETVEEz TVC BY BUCK I CZ%CRE7E IT GTHERS INSTALL ATIZN AMC,.cw co S.R:. V;NDOv FRAME '\ X (� a CA�JI l-TVEEM JAM! VINDOV � c v �a MK IPUCK GLAZING cTTP. SEE 007ES) a rlMCRETE OP HAySKt PERIMETER CAULK ;Y CoTHEC RS BY OTHERS V INDOV WIDTH I EXTER;CP FINISH SECTION 8-6 jr OTHERS WINC�1rt r.DTH A WID' MEiCiHOW7 A. EX -EPIC- E_;*VA..TICN -.a .ca n �.awxl IYwnx• �. az pH(Mr'}q LH. L2 YX <.I+Mv, CVP:F M-« �« .aH M:-,z: r.. r> r�u r -ox. _�.1� V(' wf>, •2 ANCINSTALLATION Elf£DCM 9G PACE HOR SCREW (7YFJ CAULK BEHIND FIN TVD IY TRAINING $If£s:w1NG SM.N AS REO'D. IT OTHERS tW0 Ir BUILD (SEE HATES) IT -HERS DOWN IT OTHER$ CAULK BEHIND FIN FIN rRAME JANa )I NOTES ■6 INSTALLATION SHIM AS REO'D. 1) SHIM AS RE0*0. ADJACENT TO EACH NSTALLrICN ANCHOR VOTM LOAD BEARING ANCHOR SCREW (7 TPJ � (SEC NOTES) GLAZING ftiP. A SHmA. uAz. ALLOwA�1.E $MfY STACK t0 8E 1/A'. SEE NOTES) 2) w1NDOw FRAME MATERIAL: ALUMINUM ALLOY 6062. r 161E 1/1. MAIL3) USE SAXONZED ACRYLIC CAULK SEMIND WE40OW F N AT HEAD. SILL Af JAMBS. o L pa) USE SaXOPOZED ACRYLIC CA" FOR PERIMETER SEAL AROUND ExTERIOR Or EKIEItxi l I I WINDOW FRAME. S) GLASS T. SmGLSS LAI VARY PER THE REW.W, N!SGLASS OF ALSSTMO OLIA CLASS IED. � CHARTS. SINGLE GLAZING 4 SHOWN. NSIAA:wG 6LA55 b ALSO ouALEIEO. SwiaTHiK 6) SCREw ANCHORS AT HEAD. ,SILL & 4Au35 s"ouLO Be IS SCREWS OF SUFFICIENT IT OTHERS / E LTM, TO PROVIDE MIN. I R(. MN.. EMBEDMENT INTO WOOD FRAME. PLACE fa EXTERIOR ExTCRIOR FIHISHJ SCREW ANCHORS.6' FROM CORNERS AND 24' O.C. MAX.. IV OTHERS a 7) BUILD DOWN AROUND CURv£D PRTION OF WINDOW FRAME TO BE ENGINEERED BY ExTE?IOR FINISH OTHERS. BUILD DOWN MUST BE OF SuF-,ICIENT STRENGTH TO ADEQUATELY BY DTMERS FROM TRANSFER LOAD OM WINDOW TO THE STRUCTURE.. ! PERIHETER CAULK 6) FLORIDA ExTRvOM 1000 SERIES DESIGNER wn(OOw SHOWN. THIS PRINT ALSO PERIMETER CAULK BY OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES JI. 20M SERIES. --vulKN vlr—; IT OTHERS 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. R 6 NOT INTENDED TO WIT USE OF TwS PRODUCT TO THESE Two CONFIGURATIONS. THIS SHEET APPLIES TO ALL rim FRANC HEADER CONFIGURATIONS THAT CAN BE uANUFACTUREO FROM THE 1000. 1750, h 2000 SERIES DESIGNER MED wR+DOw FRAMING SYSTEMS SECTION B-B 10) WINDOW UNIT CAN ALSO B£ MULLED TO OTHER UNITS USING ALUMINUM TUBE uuLL*m. SEE MULUGH INSTALLATION SHEETS FOR REOUIREMENTS. r GLAZING (TYP. / SEE NOTES) ExTERIOR PERIMETER CAJLK IT OTHERS EKTERIOR FINISH — by QTKRS so INSTALLATION ANCHOR SCREV (TYPJ SHEATHING -� BY QTNERS -FIN FRANC SILL SHIM AS R£0'D.— (SEE NOTES) / —L I/( NAA DGN SPACE �IIfIII EXTERIOR ELEVATION TWO By FRAMING IT OTHERS CAULK BEHIND FIN Ti CFJN �� ii�' SECTION A -A F # t 2002 EXTERIOR ELEVATION FLORIDA EXTRUDERS 'SAN ORo FLORIDINC TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE02/14/02 SCALE:NTS DWG.: FLEX0037 K•Kp I. I'AA�CY R wl f TN FRAv+iOy k. o. >I.R m ftm. ul. AP( — MI•W) Yu .Tr i1.Y]Ii CONCRETE OR SHIM AS RE'O'D INSTALLATION ANCHOR MASONRY OPENING (SEE NOTES) 3/t6- DIA. TAPCON _� f_I/A• wax. SHIM SPACE ' By OTHERS CA;kK BET VEEN DOER FLANGE WOOC BUCK B£Tv££N INSTALLATION ANCHOR tH SCREW (TYP. WHERE ONE BY V£qD iAP:ONS AR£ HOT a£D'D.) j I i 1 1/A' MIN. EMBEDMENT CONCRETE OR MASONRY OPENING BY OTHERS 7 6 PER1NsT£a CAULK VOGD BUCK 6 CPENiNG BUCK BY OTHERS + ONE By WOOD BUCK By OTHERS INS:�Ll1 A1ION ANC fR 3/16' DIA. TAPCON CAULK B£FV££N WOOD BUCK t CAULK BY HA$'r. BY OTHERS r11/4' HiN. HAS'Y. ,OPENING By OTHERS aTH£Rs � I Er.3£aHENT � STUCCO Br•OTrER7 {�1 Q ii� v 1/�• MAX. SLIDING GLASS D :DAME �t 14 �i CAULK BETWEEN FOCI Butz t. SLIDING CLASS DOCP 1 HOOK STRIP \ V CAULK BETWEEN HOD( STRIP 6 WOOD BUCK v SHIM SPACE I� NAS'T. OPENING By OTHERS 1 �I) SHIN AS REO'D \ Q I (SEE NOTES) t-I/A' MiN. EMDNLN - 4 INSTALLATION ANCHOR p 3/16' CIA. 7APCON T£IL'ERED GLASS p CAULK BETWEEN DOOR FLANGE INSTALLATIOh8 IncNOT (TYP.) SCREW <TYP. WHER TAPCCNS ARE kE0'DJ SLIDING GLASS PERIMETER a r lxlD DOOR FRAMEI HEAD CAULK OR OTHERS OTHERS MASONRY nASOTD7r OPENING BY OTHERS -+— SG.D- WIDTH u CO 0 B.O.Any.TEKP£RED GLASS TEMPERED GLASS <T YPJ SECTION ( L��/a Vi1:I- �` �i SLIDI SL}D1rX GLASS DOOR DOOR 1 �r v - _ '. ; •°IQ rS INTERLOCK HEIGHT MASTER FERE $� F� HOOK STRIP DETAIL SLIDING GLASS D3rsRFRAME SILL ' J D I) DOOR MAYCRIALl ALNIINUR ALLOT 6063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST a Or SUFFICIENT LCNGTN TO ACHIEVE HIN CMDCDNCNI Or 1-1/4' INTO MASONRY OR CONCRETC. .. 3) ALTERMATE TAPCON INSTALLATION AAEMORS FRONT TO WA IN ALL FRAMC MENDERS. .. A) TAPCON AMCIQR CHART ON BACK OF THIS SHEET. Sr USE ALICONIZED ACRYLIC CAULK DENIND DOM FLANGE AT HEAD L JAMS. 6) USC SILICEMZCD ACRYLIC CAULK FOR PCRd[TER SCAL AROUND EXTERIOR OF -DOOR - .. 7) V CXACT DOOR SIZE IS NOT LISTED IN ANCNDR CHART, USE AA/OGR OWATITT.LISTED W:TN MCXT LARGER SUE. FOR THE APPROPRIATC DESIGN PRESSURE RCO'0. .. R) FOR POCKET DOOR SIZES USE CLGSCST !'PASS DOOR SIZE L CONFIGURATION TO FINISHED OPCKH4 PLACE-TAPCO4, IN FRONT OF MOOD STR:P AS SHOWN 91 GLASS T)REKKESS MAY VARY PCR REOUIRE ENTS Or ASTK E13M GLASS CMARTS. 10) ALL FACTORY A►PLICD MOLES NOT DESICNAYtO FOR TAPCON ANCHOR SHOULD DC FILLCO WITH AO SCREW: Or SUFFICIENT LENGTH TO PROVIDE HIN S/R' CNDCPENT INTO WOOD DUCK. U) DOOR ONIT IS APPROVED USING TENPERED GLASS 1N SINGLE GLAZED OR IMS(AATING GLASS, M IZ) JAM' SILL CORKERS ARE TO DE SCALED V:TN A SMALL JOINT SEAM SEAL[R. I . A) SHIM AS REO'0. AT CA. SET 6 INSTALLATION •NCMORS. wX. ALLOWABLE SHIN STACK TO DE1/A•. ..- IA) KL IMSTALLATION ANC'CRS MUST DE HA3- Or CORROSION RCSISTAMT HATCRtALS. IS) WYgC*C 'X- REPRESCMTS MOVING PANEL ANC 10' REPRESENTS FIXED PANEL APPROVED , A �. COT ALL CIONS ARE 9O LISTED I ANCHOR CHART OR RACKS &WI SNCCT. I6) NOT ALL CONFIGURATIONS ARE AS LISTED ADOVC ARC SHOWN ON tWS DRAWING. HOWEVER INSTALLATION EXTERIOR ELEVA"'ON SCCTIONS 'A -A', •D-IF. I, HOOK STRIP DCTAIL APPLY TO INSTALLATION Cr ALL APPROVED 1I CO WAA THINS. Il ` C`S:f DNENT B PANEL DOOR S�7WN 17) WSTALL ONC TAPCON I% CACm PAT* OF FACTORY APPLIED Pe TALL67ION .GEES UNLESS K'TED p A • ! t O A )-]/1' M•N. OrNERv*SC ON AMOGR CHART. SEC NCt Or TMRS SHEET.. .... .. ... Rif; O ID) FLORIDA EXTRUDERS W00 SERIES SLIDING CRASS ODOR IS riOVN THIS 0*:NT ALSO APPLIES TO 2000 $CRIES AND 500 SERIC& Q A D A O LIBERALLY APPLY CALLKIW UNDER SILL INSTALLATION ANCH£R OR SET SILL IN BED OF CONCRETE 3/16' CIA.TAPCON ' SECTION A -A I DATe:10/25/01 ISCA>E: NTS IDWG A: FLEx0021 ......•... A.r 1 .AA KA M rKlNR*MG. RC.. YSR J.TERHATD)H 'R _ SUITE -A. w(Arwpv. rLDR::A. )V: - 4DT-e-S w AS FAX NT-c"3N /3 INSTALLATION ANCHOR '�— DOOR WIDTH $MIN AS RE'0'0 18 SCREW SHEATHING (SEE NGTES) BY OTHERS CALLK BETWEEN DOOR FLANGE TWO W000 SLICING GLASS L SHEATHING BY OTHERS ODOR FRAME JAMB ,{{ I r 1/4' MAX. II11'X ) ' I I SHIM SPACE R Nr"L-m ' 1-1/6' MIN. EMBEDMENT TEMPERED GLASS STUCCO KTYP.7 OR SIDING BY OTHERS SLIDING GLASS - DOOR FRANC PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS <TYPJ DOOR IWO . HEIGHT SECTION E-B = port uDERS SLIDING, GLASS. DOOR FRAME SILL MAX. SHIM SPACE TWO BY WOOD 1-1/9 MIN. //— BY OTHERS —EMBEDMENT SLIDING GLASS DOOR SHIM AS R£0'0. HOOK STRIP (SEE MOTES) INSTALLATION ANCHOR R8 SCREW .--- CAULK BETWEEN DOOR FLANGE L SHEATHING INSTALLATION ANCHOR 18 SCREV TWO BY WOOD BY OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING MIN. . SHEATHING . BY OTHERS SHEATHING BY OTHERS 7CMPERED GLASS STUCCO (TYP.) STUCCO OR SIDING OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL NOTES, 2) .9 I STALLATION SCREW ALLOT 6041 2) a8 INSTALLATION SCREWS COST BE 0- S ALLA ENT LCMGT.ANDCR TO ACHIEVE MIN CgCDKNT or I_i/I• INTO LENGTH T .TAPCON_TTMI IN$TALLAN7 ANoCRs N SILL MST R O SVFIC{CNT LENGTH TO ACHRCK NIN CMIEONiN: Orl-1/A•, pT0-wSpNRY W CONCRCYC.. . ......... S) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. K) VSC S0.ICONIZCO ACRYLIC CAULK REMIND DOOR rLANGC AT HEAD L JAMBS. }) USE SILICONIZED ACRYLIC CAULK FOR KRINETER SCAL AROVNO CXTCRIOR Or D000. -- �) W CXACT DOOR SIZC IS NOT LISTED IN ANCHOR CHART. USE ANCH M OUAMTITT LISTED VITN MCXT LARGER SIZE. FOR THE Ai►RO►RIATE DESIGN PRCSSURC TI fOt ROCKET DOOR SIZCs USE CLOSEST BYPASS DOOR SIZE L COKIGURArION iD r➢RSKD WCMu.c PLACC INSTALLATION ANCHORS. DI FROmT OF HOOK STRIP AS SHOWN b CLASS THICKNESS PAT VAR, Ka R[OUIKNENTf or ASTN C1200 GLASS OVATS I) DOOR UNIT IS APPROVED USING TCMKRCD GLAS: IN SO R.0 GLAND OR IMSIAATING GLASS.GLASS.IQ, JANI / SILL CORNERS ARE TO K SCALED VITN A SMALL JOINT. SCAN SCALER • _.. 11) SHIM AS RCO•D AT CA LL S£T OF INSTAAI ION AN' OIS. MAX. ALLOWABLE SHIM STACK TD IC 1/.•. 12) ALL INSTALLATION AKW.-RS MUST SC PACE ON C3RROS10N RESISTANT MATERIALS - _ 17) VKRC 'R• REPRESENTS N3VONG PANEL AND '0' REPRCSCNTS rIxC➢ PANEL APPR'VEO COWIOIRATIONS ARC AS LISTED ON ANCHOR CMART OH BACK Or 1H12 SHEET. I EXTERIOR ELEVATION "' POT c�,. a,� STRIP OCTAiiG �TO INSTALLATION ' "A:P�; L.'10 V { d EMBEDMENT C'YIIGVAATCONS. ' A �jjUlt£ A 1-1/4' MIN. 2 PANEL' (�R SHOWN IL rLOT{DA EXTRUDERS IWO SCRICS SLIDING GLA:S ODOR IS SWVNL THIS �IIMT ALSO APPLSCS TO -. - 2= $CRIES AND 500 SERIES. • D v LIBERALLY APPLY CAULKI+�G UNDER S:LL .. INSTANC OR SET SILL IN BED 3 16 �D1A. iTA?CONNyR OF CONCRETE SECTION A -A - F 12002 7 DESCRIPTION DATE INI EXTRUDERS _ F L O R I D A INT. INC. SavFpRD F'L. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS` DRAWN BY:?B _._ ;. APPROVED BY: ATE: 12/17/01 !SCALE: NTS JDWG':LExo027 SPAT ► OF —...........,,........K.roscNu.eceX.G. INt 2.0 1«TERN.TwN.L nv.. aeTt tSa..eA1M.aV. rLaR:Oti xT•a..o-Ras-au r.A aT.Rq.au I= P.V✓DESIGNER . SILL CTYPJ N8 X 3/4 SELF TAPPING SMS Ix2xve TUBE MULLION vMwvBETWEEN FLAoWSS- t F6LL10FI SEALANT BETWEEN' B 08 X 3/4 SELF t MU�L.IOF 1000 Sx TAPPING SMS HEAD CTYPJ SEALANT BETWEEN V[NWW FLAHMS SECTION A —A (1) t K LLMN 1000 r P.VJDESIGNER SILL CTYPJ / $8 X 3/4 SELF TAPPING SMS tX27/16X 1/8 `TUBE MULLION �� L KLLIC �-- t8 X 3/4 SELF �1000 SR TAPPING SMS HEAD CTYPJ BETWEENSEALANT SECTION A —A (3VDMaV FLANGES FXLLIOH 1000 P.VJDESIGNER SEALANT VET11 r SILL CTYPJ 4 HULL= / 18 X-3/4 SELF \ TAPPING SMS 1 % s X L8 Ardwr—a-11 T TUBE MILLION \-N8 X 3/4 SELF `--1Wo SA TAPPING SMS FEAR CTYPJ SECTION A —A 14 (5) 1000 P.V./DESIGNER SILL CTYPJ t8 X 3/4 SELF TAPPING SMS 1X2X3/8 TUBE MULLION �--NB X 3/4 SELF IOW S!L TAPPING SMS HEAD CTYPJ SECTION A —A (21 r1000 P.VJDESIGNER SILL RYPJ / t8 X 3/4 SELF TAPPING SMS 1 X27/16X: TUBE MULLION SEALANT BETWEEN / WINDOW FLANGE —(\ , MULLI N APPLIES TO HEAD & SILL WHERE I' X 4' uJxILleaY do 2' X 4' TUBE MULLIONS ARE USED PUTS AI C -602 ADDITIONAL AMOORS, VlE)N REOWRED) 0 , SHEATHING 0 INSTALLATION ANCHM N8 MOOD LLB+ SCREW CTYPJ 0 EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS -1000 P.VJDESIGNER SILL CTYPJ N8 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MULLION N8 X 3/4 SELF —1000 S.H. TAPPING SMS HEAD CTYPJ 17-11tBe X 3/4 SELF TAPPING SMS SECTION A —A (4) 1000 sx nrT�n HEAD CTYPJ -1000 P-W✓DESIGNER SECTION A —A (7) SILL RYPJ 08 X 3/4 SELFDA B•0' �' TAPPING SMS 4 1F �, TUBE MLLLIIZ N : hI� `08 X 3/4 SELF `—logo S.H. TAPPING SMS HEAD CTYPJ SECTION A —A (6) MULLION APPLIES TO MEAD & SILL WHERE I' X 2' & I' x 2 7/16', TUBE MULLIONS ARE USED DETAIL e atAnoc -� �T INSTALLATION MRiQR I N8 A SCREW CTYPJ •Hw a� L1 1/8, MIN. EMBEDMENT - I BE HIM.M - EMBEDMENT.. FLORIDA EXTRUDERS. sANF px. F L INC SANIFORD, FLORIDA 1 :SER. 1000/1500 FIN SHEET 1 OF`2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE, CAPACITIES DRAWN BY: MSH APPROVED BY:- DATE:2/6/02 SCALe:NTS - DWG.: IHMFINTR R TYPICAL MULLION TO CONCRiTE 0 4AM8 SEALANT BETWEEN 1000 P.VJDESIGNER (APPLIES TO JAMS WHERE I' X 4' aDETAIL VINDOV FLANGES SILL (TYPJ k 2' X 4' TUBE MULLIONS ARE USED) MULLION 1000 P.V./DESIGNERf #8 X 3/4 SILL CTYPJ A8 X 3/4 SELF TAPPING SMSS TAPPING SMS ELF CONCRETE OR MASONRY BY OTHERS ' INSTALLATION ANOOR 3/16' DIA. i X 2 X 1/8 1 X 2 X 3/8 1 TAPCON SCREV MGM (TYPJ i TUBE MULLION TUBE MULLION EXTERNAL MULLION SEALANT BETWEEN ONE BY V00D INSTALLATMN CLIP MULLION FLANGES CENTRAL FLORMA B.O.A.F. z BY OTHERS Q MANUFACTURER NAME: NO X 3/4 SELF 09 X 3/4 SELF KILLION TAPPING TAPPING SMS a s.[t r' ash # G SMS 1000 S6 �1000 S!i HEAD <TYPJ HEAD (TYPJ SEALANT BETWEEN FFLANGES SECTION A —A (1 i SECTION A —A (2) v 6 NAl AMN 1000 P.W./DESIGNER 1000 P.VJDESIGNER SILL P.VJDESIGNER SILL (TYPJ SILL (TYPJ r SIU (TYPJ Q 88 X 3/4 SELF T 1N8 % 3/4 SELF s8 X 3/4 SELF TAPPING SMS TAPPING SMS I X 2 7/16 X 3/8 TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MILLION 2 X 4 X 3/81/4' TUBE MULLION 1 BED MIN. TUBE MULLION EMBEDNENT SEALANT BETWEEN VIMDOV FLANGES SEALANT BETWEEN f, MULLION VR1 FLANGE muLum DETAIL A f8 X 3/4 SELF #8 X 3/4 SELF \ L� A . ._.. 1= S.H. TAPPING SMS \—1000 Sit TAPPING SMS HEAD (TYPJ HEAD (TYPJ SECTION A —A (4) SEALANT BETWEEN vvw Nmw WOES SECTION A —A (31 TAX 3/4 SELF f, MIA.LmN TAPPING SMS 1000 P.VJDESIGNER SEALANT BETWEEN SILL P.VJDESIGNER . r SILL (TYPJ VINDOV FLANGES r SILL CTYPJ JoaoHEAD SCT E I 906 HEAD CTYPJ 88 X 3/4 SELF I KA.L N 3/4 SELF ELEVATK7N TAPPING SMS (G SMS I X 4 X 318 SECTION A —A (7) VIEWED FROM EXTERIOR LX4X1/8 TUBE MULLION` TUBE MULLION ` FLORIDA EXTRUDERS N o"�n° F own 'TnU:SER. 1000/1500 FLANGE SHEET 1- ❑F2 TRIPLE H❑RIZONTAL MULLI❑N SECTI❑NS.SEE ❑THER SIDE (SHEET2 ❑F 2) "F❑R M8 X 3/4 SELF X 3/4 SELF DESIGN.PRESSURE CAPACITIES TAPPM SMS TAPPM.SMS taoa sx 18 DRAWN BY: MSH Appltflt/ED BY-. - - HEAD (TYPJ HEAD (TYPJ SECTION A -A- (5)A-A- (5) - - .:—_ ::"SECTION �A—A (6) D�1�:2/6/02 scu>; NTS D�rc.: 1HMFLGTR • �9 1000 P.V✓DESIGNER SILL .(TYPJ 48 X 3/4 SELF TAPPING SMS IXax1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES t MULLION SEALANT HFL TNGES D `-118 X 3/4 SELF VlMDaVt MULLION \—1000 Sx TAPPING SMS HEAD (TYPJ SEALANT BETWEEN WINDOW FLANGES SECTION -A—A (1) L MULLION r1000 P.V✓DESIGNER SILL (TYPJ / •8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 TUBE MULLION APPLIES TO HEAD & SILL WHERE 1' X 4' -1000 P.V✓DESIGNER & 2' X 4' TUBE MULLIONS ARE USED SILL (TYPJ AUXILIARY PLATE NFm ADDITIONAL ANCHMU, VM(M REOu[RED1 DETAI #8 X 3/4 SELF Q TAPPING SMS SHEATHING IX2X3/8 O TUBE MULLION — — INSTALLATION ANCHOR s8 WOOD — SCREW (TYP-) EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD �08 X 3/4 SE � RA' ��—WA Btt11CCAAK BY OTHERS F. — —1000 Sx TAPPING SMS . - HEAD (TYPJ Mt+NUF�F,ANCTVAM MULLION —_ SECTION A —A (2)0/11�4 S Doi -1000 P.V./DESIGNER , —• ` ra—V # / SILL (TYPJ 1O _ ... ..�. TAB A i8 X 3/4 SELF 1000 P.V✓DESIGNER - TAPPING SMS 1 X 2 7/16 X 3 8 SILL (TYPJ ` l� A TUBE MULLION 08 X 3/4 SELF • - TAPPING SMS _ 2XSX3/B TUBE MULLION SEALANT BETWEEN , WINDOW FLANGES L MULLION H8 X 3/4 SELF 1000 Sx TAPPING SMS HEAD (TYPJ SEALANT BETWEEN ,SECTION A —A (3) WINDOW FLANGES. t MULLION 1000 P.V✓DESIGNER SEALANT BET" WINDOW FLAN6 SILL (TYPJ MULLION \ N8 X3/4 SELFF TAPPING SMS 1 TUBE MULLION �18 X 3/4 SELF TAPPING SMS —1000 Sx-. HEAD (TYPJ . SECTION A —A (5) SEALANT BETWEEN WINDOW FLANGE - i MULLION R8 X 3/4 SELF 1000 S.K TAPPING SMS HEAD (TYPJ SECTION A —A (4) 1000 r P.V✓DESIGNER SILL (TYPJ U: / M8 X 3/4 SELF TAPPING SMS %Ixax3/s / TUBE MULLION N8 X 3/4 SELF -. t000 sx TAPPING SMS HEAD (TYPJ SECTION A -A (6) 1 1/8 MIN EMBEDMENT n NATION - VIEWED FROM EXTERIOR ....... DETAIL 9 . APPUES TO HEAD A SILL -WHERE V X 2' ... I' X 2 7/16'.TUBE MUUJON5 ARE USED aun� ALLATIOM "CHOR 18 WOOD .SCREV CTTP. �#8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (7) HEAD (TYPJEDMEMT FLORIDA EXTRUDERS INTERNATIONAL, INc SANFORD, FLORIDA �x 2� •T=:SER. 1000/1,500 FIN SHEET 1 OF 2 '. :'TN I N 'HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR f17DESIGNPRESSURE CAPACITIES B ?Q( R�ivN BY: MSH APPROVED BY: •DATE:2/6/02 ScALE:NTS DwG.: 1HMFINTu SEA:4N' BE-%-rE_T 14 vNzOv FLA.tii_S L l4JLL!3N 1CCC P.N./3ESI5NE4 I S!L: [7YP.) #9 X 3/4 SE'_F i \ TAPPING VS .X2X I/? T.:M1iL_IGN SEALANT 9;TVccy VIkYXV n 4t.C•r<_ L MJLL!r-N `--ke X 3/4 SELF TA?PINC• SMS ViNxly =LANZS .. �ION A —A ( ) s r—I.^Ci P.V./DeS;.NER r SILL (TYP-) 08 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/e r �tni1 / TUBE MULLION SEALANT 3_TVEEN VLNVOW FLeNiES- L IrJLLtON N ` #a X 3/4 SELF iO00 S.H. TAPPING SNS HEAD CTYP.) SEALANT 9ETVEEN SECTION A —A (3) V1N„'DV FLAnCLS L MULLION 1300 P.V./D£S:aN_R SEALANT BETVE-N SILL (TYP.) VIMM4 FLANGES ry X VA SELF L 4tLLiCn TAPPING SAS X4XI/e T:iai 'nvLl'eui: i . 1 '--A8 X 3/4 SELF TAPPL<G SMS 1000 S �4. 1-i=AD (TYPJ SF:;-'CN A --A lam' r-1,00 P,V./DESIGNER <TYP.) I „PICAL MULJCN TO CONCRETE C tAllAS (APPUES TO JAMS WHERE i' X 4' I SILL j do 2' X A' TUEE MULLIONS +ti z USED) I a � I US X 3/4 SELF I 1 I1.11 i APFINC SMS ETE OR MAS tiRY BY 0 3Y T;-IERs \ . ff• LNSTALLATION ANCKu-R 3/15' P.IA. 'LK ?';;__: N i T0.'L:r. SLRE'v A:y;,r��'CTYPJ 1 i tvE _' VC�L_ EX Is RNAL MJLLIC-N LtiS.ALLATIQy C .P Fg,OPMA B.O. A & . I zU < =9T-HERS 4 I I+ITRAL I i i i \\- a8 X 3/4 SE.,- LO eIV 9 ;cap SL TAPFINC SHs ME, t ScCii0N A -A I^SILL CTYP.) 1?ES:GNER rSi:.L C'fY?.) 1 j I � AS X 3/4 SELF TAPP.MG SMa 1 S x 3/4 SELF } X 2 7/15 X 3/a TAPPING SNS TUNE MULLION __ 2 X 4 X 3/8 I I II'" SII 11 HE �?LwLI 1 } ./4' MIN. F-M'uEZREN i SrALAXT BETVEEN V.XZDV FLA.ZE L K:,L10N \ \—s8 X 3/4 SELF `1coo S.:i SAPPING SMS mEAD (TYPJ SECTION A —A (4) r-i860 F.V./DESIGNER SILL (7YP.) aP X 3/4 SELF TAPPING SMS �- 1 X 4 X 3/8 I I /TUX \—xe X 3/4 S=LF ..TAPPING SMS nEAD (7YP.) ACT?0'r' A.a iFi_.. ae X 3/4 SELF TAPPING SMS �HEAD� 7YP.) SECTION ION A —A (7 i I f FE8 15 402 El EVATIQN YEYJEC FROM EXTERIOR i'rre[,E. SEIR 1 COO/ 1300 r CANGE _.SHEET 1 OF, c TUIN HORIZONTAL MULLION SECTIONS i SEC_ C7^ILK S:JG � S H E E T22 0F', Ci FOR . DESIGN PRESSURE CAPACITIES 1000 P.VJDESIGNER SILL (TYPJ 88 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT B WINDOW F1 t MULLION B \—se vlv FBLAN�GESNJ t MILLION - x 3/4 SELF \_ 100E S.H. TAPPING SMS SEALANT BETWEEN HEAD (TYP.) W04WV FLANGES SECTION A —A (t ) t MILLION 1000 rP.VJDESIGNER SILL (TYPJ I $8 X 3/4 SELF TAPPING SMS 1X27/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- & MILLION ` - `08 X 3/4 SELF 1000 Sx .TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES t MULLMN 1000 P.V./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES P. MULLION \ B8 X 3/4 SELF TAPPING SMS \\ / I X 4 X 1/8 TUBE MULLION '` $8 x 3/4 SELF `—IEEE S H TAPPING SMS HEAD (TYPJ. . SECTION A —A (5) 1000 P.V./DESIGNER AUXILIARY PLATE SILL (TYP.) aPOR ABDITENAL ANCL V)EM REOUNREB) 0 98 X 3/4 SELF ETAI TAPPING SMS O _O I X2x3/S TUBE MULLION �B8 x 3/4 SEIF��aA B.O. �uCKo BY TOED BY OTHEF t — loco S.M. H TAPPING sMs . MANUFACTURER NAME: HEAD (TYP.) FAR SECTION A -A (2) 100E P.V./DESIGNER M�M ME. r SILL (TYPJ I 08 X 3/4 SELF 1000 P.V✓DESIGNER TAPPING SMS SILL (TYPJ IX27/16X3/8 TUBE MILLION 48 X 3/4 SELF TAPPING SMS /� r"�1U1 / TUBE MULLION SEALANT BETWEEN WINDOW FLANGE t MILLION �08 X 3/4 SELF —1000 SJ•I. TAPPING SMS HEAD (TYP.) SECTION A —A (4) -1000 P.V✓DESIGNER SILL (TYP.) B8 X 3/4 SELF TAPPING SMS / 1 X 4 X 3/8 / TUBE MULLION I \_68 X 3/4 SELF \_1000 S.N. TAPPING SMS HEAD (TYP.) SECTION A —A (6) APPLIES TO HEAD do SILL WHERE I' X 4' k 2' x 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 18 VOOD SCREW (TYP.). EXTERNAL MULLION INSTALLATION CLIP MILLION _ ` t A ✓ ... L1 1/8' MIN. EMBEDMENTI1 VIEWED FROM EXTERIOR DETAIL 8 APPUES TO HM A SILL WHM V X 2' t I' x 2 7/16' TUBE MULLIONS ARE USED . -- S ALLATION ANCHOR .. CTYP.) NORIZ CLIP `88 X 3/4 SELF TAPPING SMS 1000 S.M. SECTION A —A U) (TYP-) yr NIX HEAD (TYP EMBED�NT FLORIDA EXTRUDERS R 00 �,A •tote: SER. 1000/ 1500 FIN SHEET 1 -OF. 2 HORIZONTAL MULLION SECTIONS ' SEE OTHER SIDE ( SHEET 2 OF 2), FOR DESIGN PRESSURE CAPACITIES Jam+ `'. DRAWN BY: MSH APPROVED BY-. t ' . DATE.2/6/02 SCAte: NTS DwG.: i HMF IN 9 /C r i00 F.V./D_S iiitR r 1C00 ?:J./DESTGNEK 1 TYPiCAL MULLION TO CONCRETE 6 JAMe I ca• . a c E .' Y 4' ch L E9 TO JAtt_ h- ETAI r S:i_L <TYr'.) ' ' VLL <TY=.7 ULUC '` EEO' ; L 2' X a' T'.;BE MULUCNS A.•" .. _ QT, yA X V4 SEt TAPPitiu SMS yf TAPPo"k-- ISm. I 1 i By I-,=TE' CR MAi7keiY EY CTTIERS 1 all 11 l SFJ«th.: 3ETVE'_r v.vxir rLAwi:s• 1 t SCAL4Ni B"TVEESI fir\— .e x 3/4 Sf t r LLICU r+kFL ; IyYY-i SEAL%.VT WIN-3V FLAN'=: SECTION A —A. ? ; .t MULLi.''i+ 000 P.V./DESIGNER SILL (TYP.) :e x 3/4 SELF TA?FiNG SHS r-t X 2 7/15 X 1/e Nyvr—n-1/ TUB= HULLICN SEALANT BETWEEN W;N=V FLAMES" t MULLION �-Oe X 3/4 SELF l0 L S.H TAPPING SMS HEAD <TYP.) SEALANT BETW£E"t SECTION A —A (3) WINDOW :LANCES t ML�Lt�u r-100.^. F.V./DESIGNER SEALANT BETWEEN j SIU_ (TYPJ WT.NOOV FLANGES >t6 X 3/1 SELF t M.<x.LIGN I TAPPM SMS `I x 4 X 1/e tr4lrwr___Unl I UEL MULLWIN ° �--08 X 3/4 SELF TAPPING SMS 1000 S. HEAD (TYPJ _-.... .. ..-S_CTiON A —A (5) i INS;S _ATLho ANCHGA 3/I6' NA. -i A A SiE I ,� TAPCUN S:<<=V ANVY.C3 ;TY?.) v ^cry EX:E�N.�L- M(�LLJ• v INSTALi.A; tGN CLIP � 'e•� < c� CTHEFS Q ( t I } CENTRAL FLOMA S.O.A.F. i `.a X 3/4 Sc:+ I TA. P:Nc. SMS b1VWACTURER NAME: sECT;,;: A -A 2' MASM FIIXlE # 6 1 771, i SILL (TYP.7 Q ' M° X ?/4 SE_r t�.e P.V./D=S 1G�iSZ TAPE,.= SMS t SILL(TYP.7 1 ix27/15X3/8 TU?= HULLiO.N �! I .- 1 1/4 HIN. se X 3/4 SELF Eab:DNEfdT TAPPING SNS �X4X3/8 (—t(2f1 T T-jBE MULLION j SEALANT BETWEEN WINDOW FLANGE t hc)LLIOr+ \—.e X 4/4 SE F \---17OC S.P. TAPPING SMS HEAD (TYP.) -SECTION A —A (4) r--1000 P..d./DESIGNER SILL (TYPJ I r-N8 x 3/4 SELF TAPPING SMS iX4X3/8 \-#a x.3/4 SELF TAPPING SMS S.H.... SECTION A -A. (7) Yx 3/4 SELF A ..PPi!:c S.M.`. .000 S �-.. HzAD (TYP.) SFCT ON A --A (E.-__.- ._ __ -.>i 15 200 T� A:;_ E %VAT' N VIEEWEC FROM EXTEFIOR TITLE: SER. 1000/ 1500, PL.ANGE SHEET I OF HnR I DINT : y.Ul1 i 7101N (ter- T r; r UR 1 ZLJ1V . A� i ��a_a_ .r SE • i ❑!vS SCE Li l ^r R S T D:' l J'TLE C Or. 2) FOR DESIGN PRESSURE GAPACITTES DRAWN BY: N;SH APPROVED BY: DATE:r/41C)2 SCALE:,NTS DWq.: IHMF'l_Ci 1000 Sx 1 X 2 X 1/8 1000 Sx JAMB (TYP.) TUBE MULLION JAMB (TYPJ 08 X 1/2 SELF TAPPING SMS SEALANT BETWEEN .WINDOW FRAME -i MILLION I8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) I X 2 7/16 X 1/8 1000 Sx TUBE MULLION 1000 S.H. JAMB (TYPJ JAMB (TYPJ I8 X 112 SELF TAPPING SMS IX2X3/8 TUBE MULLION 0 18 X 1/2 SELF TAPPING SNS 2X4X3/8— WEEM BET TUBE MULLION . WINDOW FRAME 1 MULLION `— I8 X 1-1/2 SELF TAPPING SMS SECTION A —A (2) - 1000 Sx X 2 7/16 X 3/8 JAMB (TYPJ l �1 TUBE MULLION fi 18 X 1/2 SELF TAPPING SMS TWO BY VOOD DETAIL C :BUCKBY OTHERS 1 1/8, MIN. EMBEDM�EN"T I SHEATHING Lu\ INSTALLATION ANCHOR 08 WOOD SCREW <TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO HEAD & SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD k SILL WHERE I' X 2' k I- X 2 7/16' TUBE MULLIONS ARE USED 18 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR QFTAIL R 88 WWD SCREW LSILL (TYPJ CLIP �J _-,'—SMANT BETWEEN SEALANT BETWEEN 00 X W� TAPPING 1-1/2 SELFA WINDOW FLANGES SMS i MULLION 1 1/8' MILL WINDOW FRAME WINDOW iBE EMBEDMENT i MILLION - .. &MULLION _ SECTION A —A (7) sHcAreu+c '7f' I8 X 1—L2 SELF 18 X 1-1/2 SELF, TAPPING SMS TAPPING SMS DETAIL C SECTION A -A (3) SECTION A —A (4) ATE 1 X 4 X 1/8 1 X 4 X 3/8 AUXILIARY- PLATE - Alf (FOR ADDITIONAL ANCHORS, WHEN REWIRED) TUBE MULLION TUBE MULLION WA�• - A A 1000 S.M. 1000 S.H. (TYPJ JAMB (TYPJ JAMB , � 48 SELF TAPPING \� SMS (TYPJ `— DETAIL B MILLION I8 X 1/2 SELF TAPPING SMS Ie X 1/2 SELF TAPPING SMS A I N Q+ VIEWED FROM EXTERIOR two" 'FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD. FLORIDA Trryz: SER. 1000/ I500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEALANT BETWEEN WINDOW FRAME SEALANT BETWEEN WINDOWFRAME 1 F 3 21�A2 SEE OTHER SIDE ( SHEET 2-OF 2) FOR MULUON DESIGN PRESSURE CAPACITIES I8 X 1-1/2 SELF - TAPPING SMS I8 X.Irl/2 SELF TAPPING SMS IDRAWN BY: MSH I APPROVED BY: - SECTION A —A (5) _ SECTIONA—A (6) DATE:2/6/02 I SCALE: NTS DIG.: 1 VMF IN iy _ x2xv? Ixax2/e taac S.ONE BY V3.00__ QUAIL C .Jae (TY?,. { TUB. ML'__:uly J M2 (TYPJ TJ=_= ?WLLIw CCINCRETc OR M.ASCNRY BY GTMERS !I I/A• MIN, d / \ 46 x !/2 SELF \ +18 X fiZ Sc_r EMBEDMENT a a !. TA. PiNG SMS TA?PINU SY.S I - V it 1� I � SCALANT X. SEALA.vT 3ETVEE\ \S'Af LATItR Ai:C. << / 3 1£' L.A. i I \ 3P`r;N SCREV A n.C- i d x 3, 2 (-Y-.• -we x i-i/2 SEZF TA?vI!\ 5"S 'LPPi:V.o SMS 1 / �- _InS'a__�r�2k GL:?= _- TIO H_A .'I 1 >ZQ: iC1P: %-A t L' nL.,.l ti J i (A' LIES '0 i4ZA3 & SILL W'-i R I X / X 2 7/i5 X :/c I& [ X- f c r c TL:E ML'LLM T 1 X c 7/15 X 3/6 �� = =" ` -� •:E ABJ,� C,:_ A.tE .;SEC/ L01c S t - lc-M S.K NEE KXLION Jana <TY?) jAM! (TYP3 jAM3 (TYP.)� / ) ?At' kE x ./2 SELF r-INSTALL! ATION ANC)-CR ,. - c TA?r'IK;L Sus 1 Di.A. TAcCC" �S x :/2 S� F -B X :/2 S.LF �S } TAF?:ti3 SMS TAPPI!�G SMS r SCREV ANCROP (iYP.) i{ S!LL C_IP k8 X !-1/2 SELF SEALANT BETV_EN SEALA)I7 'nANGES SEAIANi Be'TVc-u( TAPPING SMS V?NMW RANCCS MIN VI"*J'iIV FLANGES VWDOV FLA.%GZS t ".4.LILA. EM3ETA0%T MLLLICK +<e x 1 /z SELF is x `-! 12 SEL. SECTION A —A (7, , Q TAPPI-PRECAST SILL BY �nTnERS TAPPING SMS TAPPING 'SMS si£TPiL C G: IXd; 1LRY P7 ATr' 5EC 710N A —A (S) CTiyir' A -A (4) i. Y`1 GR-AP.DlT[0NAL ANCHORS, REDUIRED) Ix4x1/E 4A.X3/STUBEMJLLI7N iF_LICNAG)iY JAMB (TYP.) I JAMS (TYP.) . i i y? cc,- c r•o_o y ..*vc _ .� M;Nillti f SMS (TYPJ N ^� - DFTprI_ F k8 X I/2 SE F k8 x 1/2 SELF I VIEWED FROM EXTER;OR I �J TAPPING SMS -A?PII:G SMS ----- FLORIDA EXTRUDERSR:vATIaxu.. INC t 1 SANFORD, FLORIDA tUhb Tuu: SER. 1000/ i 500 f LANGE SHEET 1 0� 2 mu! i�N SECTIONS SEaLa'vi BETWEEN �\ ST_M_A}1T E:TEN SEt OTHER SIDE (SHEET -`2 Or -,:) r ilr2 V!Kmv r'1-A"GES \ W(NDOV CLANG'S `MlALI\ - L wL'r>r DES!ON PRESSURE CAPACITIES `- we X 2-!/c SELF ` k8 X I-U2 SELF TAPPING SAS TAPPING SMS FEBDRA )3�r. ms( j D 1 xrI . APPROVED BY: SECTION' ATA 5•=%7iy N A —A (o)L jDATE:2/ 1 /C' qr . _ 2 SCALE: N T$ DWG.: I W LG IGu S.r+ Ixzxi/e .0 $ 1�C!- 1x2X3/e 7 `• Java tY?.J .A T:f'ez M„.:�ISN :AM.• tTY?.) y11 TLS o�N mu"i 1 �- xE X 1/2 SELF 08 X 1/2 SELF TAPPING 2 X 4 X /6 iAPP:.•(G SMS SMS TUBE M(."LL!,.. 1JCC S.- -i V'NiCW =LANDS ' SEA_A..T-aETtr:c-N ` L1=1i / x-ca -- `k--RC A '-112 .StL' ,Ahp L VJ _113y L tx-m 'A?C!K- SMS TP.?�i!�C SMS `ECT;QN A -A r,� Srr c,v �.-A (z j X 2 7/16 X !JE X ? 7/1E % 3/6 n� TUB'= MILLION' _�• c TUBE Y.'JLLCGN 1�_C S.r(. JAMB CTYP.J JAMB (TYPJ k8 X 112 SELF TAPPING SMS TYPICAL V=R';CA: TCI KR'ZCNiA!- Y.ULUON TO MULL'CN 47 I�ITERNA;L CL,P ._LL,PL TcN:>,4^Gas y :X OR ?X MULL i — tTY?.) SEALANT BETWEEN VINMV FLANGES #$ X 1-1/2 SELF' .11A LMN TAP?V< SMS > SECTION A —A (7) 08 X 1/2 SELF TA.PPINl SMS �— l SEALANT BETWEEN SEALANT BETWEEN VINSW FLANGES L FLANGES We X 1-1/2SSLF L ►gfLLl(N TAPPI< SMS TAPPING SMS �- SECTION A —A f zl SECT;0N A -A (4) rv, X 4 x I/E Fv— t X 4 x 3/8 TU?E wltlIuN TU"�LIDi.' I. 10C4I S.-H., Ice'; S.H. — jA..,, ^. Yr. Java t rvo � i t i *6 X 1/2 SELF TAPPING SMS .S7ZR FLEX �1 # . _K$ X 1/2 SELF TAPPING SIMS SEALANT BETWEEN \ SEALANT BETV=J( y VSMrC-OW FLANucS Vl.." V F_a, A£S a$ x 1-1/2 SZL' L. MUU WN a. yu+ lOh -_ ... TAP=!NG SMS —#8 X 11-1/2 SE F TAPPING SNS t cECryCPv A -A (5) SECT; Uh' A -A (E, i - INSTAL-ATI�i ANCStM .. i /IY DIA. TAPC-" �. I; SCREW ANCHCN 'TYP3 /-SILL CE.i. ! y Q � • './4' NIN. r Q ENEECNENT \—PFECAST y SILL BY OTHERS AUXILIARY PLATt I [ 7 Y 1 �� I G"3K A3 !TMNAL AW-H RS. VN£N REQUIRED: F- ,i �.T !_ I A A 3 �;_H= FRC�1=X-=R:;R I ��dB:a*.• FLORIDA - EXTRUDERS INTERNATIONAL �A . ITLE:SER 1000/1500 FLANGE SHEET 1 Or'- c VERTICAL MULL10N !NTO HORIZONTAL SCE OTHER SIDE (SHEET 2 OF 2) r OR DESIGN-PRESSORE CAPACITIES FCB 15 26'02 IDRAWN BY: MSH APPROVED BY: DATE:2/6/;12 SCALE: N T $ DWG.: 1 VMHMF LG • 3/ SEALANT BETVEEN VINDQV FLANGES L MULLION 2000 P.V✓DESIGNER SILL (TYP.) 68 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION SEALANT BETVEEN Vp1DOV FLANGES - & MULLION %--68 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A. (1) 4L� SL` A .1LIAj-- �/D D l � 5 SEALANT BETVEEN SEALANT BETVEEM VINDOV FLANGES VJNBOV FLANGES L MULLION L MULLION r2000 P.V./DESIGNER SILL (TYPJ ( ,—•8 X 3/4 SELF / TAPPING SMS / j�1 X 4 X 1/8 / TUBE MULLION o X V4. SELF low SA TAPPING SMS HEAD (TYR SECTION A —A (3) APPUES TO HEAD & SILL WHERE V X 4' AJXB i�PLA QErvt_ c & 2' X 4' TUBE MULLIONS ARE USED 2000 P.V✓DESIGNER OEm ABUTIDWL ANoom %Np1 itcwmD) SILL (TYPJ O , 68 X 3/4 SELF SHEATHING TAPPING SMS 10 IX27/16X3/8 / TUBE MULLION INSTALLATION ANCHOR •8 VOOD 1i0+ SCREV (TYPJ 0 EXTERNAL MULLION TVO BY VOOD INSTALLATION CLIP - - BUCK By OTHERS 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ 2000 P.V./DESIGNER SECTION A —A (21 SILL (TYPJ 68 X 3/4 SELF TAPPING SMS T2 X 4 X 3/8 TUBE MULLION SEALANT BETVEEN VIMDOV FLANGE - L MULLION 68 X 3/4 SELF TAPPING SMS 000 2000 P.V./DESIGNER %— EA S.H. H SILL (TYPJ HEAD <TYP.) n8 X 3/4 SELF SECTION A —A (5) PING SMS I X 4 X 3/8 . TUBE MULLION \-68 X 3/4 SELF t000 SUN. TAPPING SMS HEAD (TYPJ SECTION A —A (41 MULLION APPLIES TO ME40 & SILL %HM 1' X 2' t I' X 2 7/16' TUBE MUUONS ARE USED DETAIL B a�ur'mc IKSTAUJ171Q1 ANCFDR .. N %1= SCREV CTYPJ MOitfZ CL� LI 1/8' MIN. _ I I EMBEDMENT I I I W NtK ��jjj �^ EMDEO�EN7 DEL6ILG� i 1 FLORIDA EXTRUDERS AMU° FWWA TITLE-SER. 2000 FIN SHEET 1 OF 2, �. TtJV HORIZONTAL MULLION SECTIONS :• . ,TRIPLE � _ _ SEE OTHER SIDE (SHEET 2 OF2) FOR DES,IGN;PRESSUREzCAPACITIES t EB 2002 iDRAWN BY: MSH APPROVED BY: DATE:2/6/02 I SCAM NTS DWG.: 2HMFINTR 2000 P.vJDESIGNER SILL(TYPJ 118 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION SEALANT BETWEEN SEALANT BETWEEN vtmDaw FLANGES vINUOV FLANGES L MULLION - L MULLION( f8 X 3/4 SELF 2000 SA TAPPING SMS HEAD (TYPa SECTION A —A (1) Fwuwk B.®.A.F• MA coRw a '7 FII.E # SEALANT BETWEEN WINDOW FLANGES L MULLION 2000 P.V./DESIGNER SILL CTYPJ 4 it8 X 3/4 -SELF TAPPING SMS 1 �1X4X1/8 / TUBE MULLION TYPICAL MULLION TO CONCRETE O JAMB (APPLIES TO JAMB WHERE 1' X 4' DETAIL 8 A 2' X 4' TUBE MULJONS ARE USED) Q r 2000 P.VJDESIGNER I SILL (TYPa CONCRETE OR MASONRY- k8 X 3/4 SELF BY OTHERS TAPPING SMS 1 X 2 7/16 X 3/8 INSTALLATION APCON SCREW ANCHO 'TYPa TUBE MULLION OfVE BY WOOD EXTERNAL: MULLION INSTALLATION CLIP BUCK BY OTHERS . 2000 P.VJDESIGNER MULLION N8 X 3/4 SELF . SILL (TYPa k—2m SK TAPPING SMS HEAD (TYPJ f8 X 3/4 SELF SECTION A —A (2) f TAPPING SMS 2X4X3/8 TUBE MULLION Q SEALANT BETWEEN �1 1/4• MIN. VINWV FLANGE_:.:. EMBEDMENT L MLIDIN ... � . r R8 X 3/4 SELF TAPPING SMS 2000 S.H 7._ 2000 P.VJDESIGNER HEAD (TYPJ =- aILL.(TYPa #9 SECTION A -A" (5) TAPX 3/4 SELF PING SMS I X 4 X 3/8 ELEVATION TUBE MULLION VIEWED FROM EXTERIOR WINDOW FLANGES •8 X 3/4 SELF #8 X 3/4 SELF 2000 TAPPING SMS 2000 SATAPPING SMS HEAD (TYPJ HEAD (TYPa .SECTION A -A (3) " SECTION A —A (4) FLORIDAEXTRUDERS INTERNATIONAL• 'Nc _ SANFORD. FLORIDA Tnu: SER .:200Q; FLANGE SHEET- 1:-OF'- 2 TRIPLE HORIZONTAL MULLION -SECTIONS SEE OTHER SIDE ( SHEET 2 OF '.2) FOR DES IGN=PRESSURE-CAPACITIES` _{ 18 2002 DFU wWN BY: MSH : e Itovm ter:' __.bare:2/6/02 sctE:TVTS--� nAc.:�2HMEL-GTR------ - �y 2000 SN. i X 2 7/16 X 1/8 2000 S.H. I X 2 7/16 X 3/8 JAMB (TYPJ TUBE MULLION JAMB (TYPJ TUBE MULLION 1 4AP 1/2 SELF #9 X 1/2 SELF NG SMS TAPPING SMS 2X 4.X3/8 TUBE MULLION N8 X 1-1/2 SELF 2000 S-K SEALANT FL SSEALANT TAPPUVG'SMS. JAMB (TYPJ a MLumM 1-1/2 SELF TAPPING SMS SECTION A —A (11 SECTION A -A (2) DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION WSTALLATD: INTERNAL CLIP --I —L ! 1X OR 2X MULL --+ 1X OR 2X MULL QErAlL i8 X 1/2 SELF TAPPING SMS V4TALLLATMN ANCAM . _.. SCREW ANCHOR (TYPJ 1 X 4 X 1/0 1 X 4 X 3/8 _ SILL CLIP TUBE MULLION / TUBE MULLION Q A 2000 S.K.2000 S.K SEALANT HETVEEN" - 08 X 1-1/2 SELF 1 1/4' MIN. JAMS (TYPJ JAMB <TYP.) WINDOW TAPPING SMS Q Q .... EMBEDMENT MULLION SECTION A—A(5) _.. PRECAST SD1 BY 11THERS AUXILIARY. PLATE 88 X 1/2 SELF R8 X 1/2 SELF 0'OR ADDITDNAL ANCHORS, WHEN REQUIRED) TAPPING SMS TAPPING SMS ofTAn r / Q x rc — —0 SEAL.ANT,BETVEEN SEALANT BETWEEN 118 X I-1/2 SELF WINDOW FLANGES WINDOW FLANGES TAPPING SMS j a MULLIGN M8 X 1-1/2 SELF a MILLMN A A MULLION .TAPPING SMS .. . SECTION A —A (3) SECTION A —A (4) \ - i8 SELF TAPPING SMS (TYPJ nEIAIL I El N VIEWED FROM EXTERIOR IN ®.�� .. - TERNATIONAL, INC FLOOD` �• FLORIDA EXTRUDERS !SANFURD. -FLORMA LTY C�_ TrcLs SER.. 2000 FLANGE SHEET -OF: 2 • S VERTICAL MULL -ION INTO H6RI20NTAL.`.' cR� SEE OTHER SIDE <SHEET,-2 OF 2) FOR,: 1rux # - DESIGN•PRESSURE'CAPACITIESAS Z01'2 imm HY: JBH APPROVED - 18 - �� DATE:2/2/02 - SCALE:NTS... m►c;::- 2VMHMFLG _... . . ?8 SEALANT BETWEEN WINDOW FLANGES L MULLION AUXILIARY PLATE FOR ADDITIONAL MIOQS. VNENdDA DETAIL REWDlED7 FRE # 2000 P.VJDESIGNER 2000 P.V./DESIGNER NtrLLDON SILL (TYP.) SILL (TYPJ 0 08 X 3/4 SELF B8 X 3/4 SELF TAPPING SMS. TAPPING SMS I X 2 7/16 X 1/8 1 x 2 7/16 x 3/8 `TUBE MULLION TUBE MULLION ` SEALANT BETWEEN WINDOW FLANGES L MULLION �--B8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN VV40GV FLANGES WINDOW FLANGES L HL&I I L MULLION 2000 P.V./DESIGNER SILL (TYP.) r8 x 3/4 SELF TAPPING SMS I 4X1/8• TUBE MULLION x 3/4 SELF C6 TAPPING SMS 1000 S.H. - HEAD (TYP.) . SECTION A —A (3) APPUES TO HEAD & SILL WHERE I' X a' & 2' X 4' TUBE AIULUONS ARE USED SHEATHING .INSTALLATION ANCHOR II8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION . IFTAn ■ � 1 -. t A .. / LI 1/8' MI EMBEDMENT FtFVATIO9 - VIEWED' FROM EXTERIOR DEfAL B. APPUES TO MEAD. &-.SILL WHERE 1' X 2' & V X 2 7/16'-TUBE YUUIONS ARE USED 04TALLATION ANCHOR . t6 WOOD SCREV crYP� 2000 P.VJDESIGNER —08 X 3/4 SELF HORIZ CUP SILL (TYP.)' TAPPING SMS LF T�I►G SMS —1000 S.M. SECTION A —A (5) I X 4 X 3/8 HEAD (TYP.)1 E1o�T MIN. BE MULLION EMS�nN INc FLORIDA EXTRUDERS 'mRNATIONAL. SANFORD. FLORIDA TnU: SER. 2000 FIN SHEET 1 OF 2 _ �•.. TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR 08 x 3/4 SELF DESIGN PRESSURE C�4PAC I T IES TAPPING SMS ff• - r . 1. HEAD (TYP.)EB DRAWN BY: MSH APPROVED, BY. SECTION A —A (4) DATE:2/6/02 SCAU:NTS • DKc• 2HMFINTW N8 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYP.) SECTION A —A (21 SEALANT BETWEEN WINDOW FLANGE . L MULLION . TWO BY WOOD BUCK BY OTHER 2000 P.V./DESIGNER Slll (TYP.) B8 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MULLION &TAPPIDgG VGNER ' 3/4 SELF SI X 2 7/16 Xt/8 TUBE MULLIINiSEALANT BETWEESEALANT BETWEEN VINDW FLANGESWINDOW FLANGES-L MULLIONL MULLION U8 X 3/4 SELF 2000 SFL TAPPING SMS HEAD CTYPJ SECTION A -A (1 i TYPICAL MULLION TO CONCRETE JAMB (APPLIES TO JAMB WHERE 1' X 4'QFrAlL Q Q do 2' X 4' TUBE MUUIONS ARE USED) CONCRETE OR MASONRY ' BY OTHERS. r2000 P.V✓DESIGNER SILL CTYPJ 08 X 3/4 SELF TAPPING SMS 2 7/16 X 3/8 TUBE MU8_LMN �C Lt8 X 3/4 SELF 2WO S. T'��' SNS HEAD CTYPJ . SECTION A —A (2) SEALANT BETWEEN VDQDOV FLANGE L MULLION ONE BY V=_/ BUCK BY OTFIERS Q • 2000 P.V✓DESIGNER SILL CTYPJ A8 X 3/4 SELF TAPPING SMS 2X'4X3/6 TUBE MULLION Q ..�« 7. rijiUALTUILER NAMR: F4oft � Tn noes AIL H� jj&9M N8 X 3/4 SELF. \ TAPPING SMS SEALANT BETWEEN WINDOW FLANGES 2000 S.H L M1U110N 2000 P.V./DESIGNER SILL CTYPJ r 2000 P.V./SIGNER DE SILL CTYPJ HEAD CTYPJ SECTION A —A (5) $8 X 3/4 SELF TAPPING SMS 1 >ta x 3/4 SELF TAPPING SINS i INSTALLATD]N ANCHOR 3/16' DUL TAPCON SCREW ANCHOR CTYPJ -.EXTERNAL MULLION - INSTALLATION CLIP 1 1/4' MIN. EMBEDMENT j"I X 4 X 1/8 —I X -4 X 3/8 nffvn/ TUBE MULLION / TUBE MULLION'" s T SEALANT BETWEEN VIIIDW FLANGES , t MULLION •8 X 3/4 SELF 68 X 3/4 SELF 2000 SH TAPPING SMS 2000 S.H.TAPPING SMS HEAD CTYPJ HEAD CTYPJ SECTION A —A (3) SECTION A —A (4) I F 9 20 VIEWED FROM EXTERIOR FLORIDA EXTRUDERS SANF AD, FLO INC SANFDRD, FLORIDA IME. SER.. 2000 . FLANGE SHEET- 1 OF, 2 TWIN HORIZONTAL MULLI�N'SECTIONS' SEE OTHER SIDE <SHEET 2 OF 2) FOR DESIGN._ .PRESSURE-. CAPAC43, I ES Dun HY:MSH APPROM-10T , uT 2/_4t02 _ SCALZ.-NTS -mrc:: =2HMFLGTW` AUXILIARY PLATE (FOR ADDET04AL ANCHORS. WHEN REOWNED) CENTRAL FLORIDA E.®.A.F. MAftiiJ ACTURER NAME: p _a FL oR/1}t A,aT2aDt;¢S SEALANT BETWEEN VJSM FILE # , IULLD)N WINDOW FLANGES i MULLION . 2000 P.WJDESIGNER 2000 P.V./DESIGNER SILL (TYP.) SILL (TYPJ R8 % 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS I X 2 7/16 X 1/8 1 X 2`7/16-X 3/8 TUBE MULLION ETVEEN f TUBE MULLI�1 SEALANT WINDOW BFLANGES L MILLION \--08 X 3/4 SELF 1000 $JL TAPPING SMS HEAD (TYP.) SECTION A -A (1) SEALANT BETWEEN SEALANVWDOVTFLANG FLANGES WINDOW FLANGES L MuLLION t MULLION 2000 P.V./DESIGNER SILL (TYP.) M8 X 3/4 SELF TAPPING SMS 1X4XI/8 TUBE MULLION \--88 X 3/4 SELF •.1000 S-K TAPPING .SHS HEAD (TYP.) 'ION A —A (3) \--1I8 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYP.) SECTION A -A (2) SEALANT BETWEEN/ VINoaV FLANGE -{\ L IRJLLD]N AI TWO BY WOOD BUCK BY OTHEF 2000 P.V./DESIGNER SILL (TYP.) k8 X 3/4 TAPPING SMS 2 X 4 X 3/8 -1VV 11 TUBE MULLION SECTION A -A (5) 2000 P.W./DESIGNER B8 X 3/4 SELF SILL (TYPJ TAPPING SMS APPLIES TO HEAD do SILL WHERE 1' X 4'' k 2' X 4' TUBE IJUWONS ARE USED /—SHEATHING INSTALLATION ANCHOR M8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION DETAILC— A 1 L� A / L1 1/8' MIN. EMBEDMENT _. ._B VIEWED FROM EXTERIOR DETAIL 8 APPUES TO HEAD k SILL WHERE V X 2' do V X 2 7/16' TUBE MUUJONS ARE USED SWATWO �-ALLATUN ANCHOR R8 WOOD SCREW - cTrP.1 =1 CLIP 1 8 X 3/4 SELF I TAPPING SMS —1000 S.H. r 1 1/V ROL 1 X 4 X 3/8 HEAD (TYP.)R EMBEDMENT TUBE MULLION _ FLORIDA EXTRUDE RSIR"RD..F oN N8 X 3/4 SELF TAPPING SMS -- 1000 S.H. HEAD <TYPJ SECTION A -A (4) Tmz:SER. 2000 'FIN SHEET 'i OF 2 - 1 r,/ HORIZONTAL -MULLION SECTIONS v V SEE OTHER SIDE (SHEET 2 OF-2) FOR DESIGN PRESSURE.CAPACITJES, 1 LB 202 DRAWN BY: M S H AMOVED _ BY:. DATE:2/6/02 ISCAMNTS -, D1FG.: -2HMFIN:.- TYPICAL MULUON TO CONCRETE O JAMB (APPLIES TO JAMB WHERE 1' X 4' DETAIL 8 8 2' X 4' TUBE MULUONS ARE USED) Q SEALANT BETVEEN SEALANT BETVEEN CONCRETE OR MASONRY MULLION S _ QClV � SS BY OTHERS, 2000 P.W./DESIGNER 2000 P.V✓DESIGNER INSTALLATION ANCHOR 3/16' DIA, SILL <TYPJ� SILL (TYPJ TAPCON SCREV ANCHOR (TYPJ 08 % 3/4 SELF N8 X 3/4 SELF . TAPPING SINS TAPPING SMS ONE BY WOOD EXTERNAL NUU.IDN 1 X 2 7/16 X 3/8 INSTALLATMN CLIP 1 X 2 7/16 X 1/8 TUBE MULLION BUCK BY OTHERS TUBE MULLION Q _ - MILLION , 2000 P.V✓DESIGNER SILL (TYPJ #S X 3/4 SELF TAPPING SMS R8 X 3/4 SELF 08 X 3/4 SELF 20M S.H. TAPPING SMS 2000 TAPPING SINS 2 X 4 X 3/8 " HEAD (TYPJ HEAD (TYPJ TUBE MULLION Q SECTION A —A (1) SECTION A —A (2) SEALANT BETVEEN �1 BED MIN. VINDaV FLANGE EMBEDMENT L MU.LLMN g O.A-T' DE TAIL V CEI`I`r k8 X 3/4 SELF a TAPPING SMS VINDOV FLANGES V FLANGES 2000 Sit / L MULLION HEAD (TYPJ. 2000 P.V✓DESIGNER OTAP P.W./DESIGNER SILL CFYPJ SECTION A —A (S) II8 % 3/4 SELFX 3/4 SELF TAPPING SMS�'1 X 4 X 3/8 -ELEVATION I X 4X1/8 TUBE MULLIONTUBE MULLION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS'N"'RNATTONAL, INC .SANFORD. FLORIDA _. 'rnU: SER. 2000-FLANGE SHEET,:1 OF:;2p HORIZONTAL MULLION SECTIONS i�r47.1'8 X 3/4 SELF x 3/4 SELFW_ — . SEE OTHER SIDE (SHEET"2 OF 2) FOR TAPPING SNSAPPING SMS `-2wo sx _ = DESIGN "PRESSURECAPACITIES HEAD (TYPJ HEAD (TYPJ ' 8 o y, SECTION A —A (31 ,SECTION A —A !41 �; " :� DFIAIIN ar:MSH TAP0ROVKb HY: Are 2/4/02 cAlY. NTS VG LG 2000 SA 2000 S.M. JAMB (TYPJ I X 2 7/16 X U8 JAMB (TYPJ TUBE MULLION i8 X 1/2 SELF TAPPING SAS ��-SEALANT BETWEEN WINDOW FRAME 9 MULLION i8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) TWO BY WOOD — DUCK BY OTHERS 1 1/8• MIN. EMBEDMENT 1 X 2 7/16 X 3/8 TUBE MULLION DETAIL 2 X 4 X 3/8 SHEATHING TUBE MULLION . - i8 X 1/2 SELF _ INSTALLATION ANCHOR 18 WOOD TAPPING .SMS SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP 20M Sx MULLION JAMH <T (P.) APPLIES TO HEAD & . SILL WHERE 1' X 4' & 2' X 4' TUBE MULLIONS ARE USED i8 X 1/2 SELF APPLIES TO HEAD & SILL WHERE I' X 2' TAPPING SMS & 1' X 2 7/16' TUBE MULLIONS ARE USED INSTALLATION ANCHOR DET08 WOOD SCREW AI (TYPJ _ SILL CLIP CENTRAL S L'vilMA B.0. A. F. SEALANT _ i8 X 1-1/2 SELF WINDOW FLANGES 1 1/8' MIN. yLANWACrEMERNAM : .. TAPPING SMS MULLION .__...... EMBEDMENT 12;2kk/rAg!�Alnz -AER FILE# '7 ! X 4 X 1/8 1 'X 4 X 3/8 TUBE MULLION _TUBE MULLION n _ SEALANT BETWEEN VDVDQV FRAME MULLION i8 X 1-1/2 SELF TAPPING SMS SECTION A —A (2) 2000 SK 2000 5x JAMB (TYPJ JAMB (TYPJ 08 X 1/2 SELF i8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BETVEEN WINDOW FRAME VU40OW FRAME. & MULLION & MULLION i8 X. 1-1/2 SELF_ . __ aH .X 1-1/2 SELF TAPPING. SMS TAPPING, SMS SECTION A —A (3)A—A (3) SECTION A —A (4) SECTION A —A (5) SHEATHING DETAIL C ` vw8 rpm" AUXILIARY PLATE - (FOR ADDITIONAL'ANCHORS. WHEN REQUIRED) A. A. _. .. .. --- .0 0 i8 SELF, TAPPING SMS (TYPJ. DETAIL B MULLION ELEVATION — Q VIEWED�fROM EXTERIOR FLORIDA` EXTRUDERS INTERNATIONAL. INC r , _ SANFORD, FLORIDA Tnu: SER. " 2000 F IN SHEET I OF 2 (� VERTICAL .MULLION; SECTIONS 1 OTHERSEE (SHEET OF-2), ;FOR FOR DRAWN BY:MSH "s APPROVED'BY: " DATE:2/6/02 SCALE: NTS DWG.: 2VMF IN 2m S.H. JAMB (TYPJ 1 X 2 7/16 X 1/8 - 2000 SA TUBE MULLMN JAMB (TYPJ 48 X 1/2 SELF LTAPPING SMS SEALANT BETWEEN VINMW FLANGES I' IdJ -um 48 X I—L2 SELF TIPPING SMS SECTION A —A (1) 1X4X L8 TUBE MULLION 2000 S.H. 2ad0 S.H. JAMB (TYPJ JAMB (TYPJ •8 X 1/2 SELF TAPPING SMS _ - IX27/16X3/8 TUBE MULLION Ke X L2 SELF TAPPING SMS SEALANT DEiVEEM VIMDOV FLANGES a MULLION t8 X 1-1/2 SELF TAPPING SMS SECTION A —A (2) IX4X3/8. TUBE MULLION ONE BY VOOD DETAIL C BUCK BY OTHERS CONCRETE OR MASONRY• 1 1/4' MIN Q BY /OTHERS EMBEDMENT d V INSTALLATION ANCHOR 3/16' DIA TAPCON SCREV ANCHOR (TYPJ EXTERNAL MULLION INSTALLATION CLIP 2'X 4 X 3/8 s TUBE MULLION TYPICAL AIULIJON TO CONCRETE O HEAD 2000 S.H. (APPLIES TO HEAD A SILL WHERE 1' X 4 JAMB (TYPJ X 4'_ TUBE MULLIONS ARE USED) >e8 X L2 SELF OETAIL- TAPPING SMS ? [INSTALLATION ANCHOR 3/16' DIA TAPCON SCREW ANCHOR <TYPJ SILL CLIP 88 X I—L2 SELF SEALANT=EETVEEN Q 1 TAPPING SMS VINDOV-FL NGES EMBEDMENT a MULLDIn SECTION A=A. (5) Q ` Q .' DETAIL C - `PRECAST `SILL —BY -OTHERS AUXIUARK `PLATE i 08 X 1/2 SELF TAPPING SMS ILIA=••a;�� (FOR_ADDITIONM .ANCFORS, WHEN REQUIRED) - -- ......... — _' &8 X 1-1/2 SELF R8 X 1-1/2 SELF SMS (TYPJ `- DETAIL MULLION TAPPING SMS TAPPING SMS ELEVATION SECTION A —A (3) SECTION A —A (4) VIEWED FROM EXTERIOR FLORIDA EXTRUDERS ACrURM - NAM : SANFORD itORMA-. 1VdA1°ii1F Trr1.B: N 1 - Lo � v vv VERTICAL MULLION SECTIONS-_ FILE $ SEE OTHER ,SIDE {;SHEET,; 2 ,OF 23z,.FOR 19 -2 DESIGN PRESSURE-CAPAC-ITIES, DRAYN BY: JBH APPROVED' BY 72'r.: DATE2/2/02-._ ScAm:NTS nq;,", 2VMFL'G 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 550,06 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 N00'28'19"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 f. 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' , NORTHEAST 1/4 OF SECTION S89'31'41' , E PLAT THIS PLOT PLAN IS BASED ON, ',0 16-20-31 ------------ Ne93, 4rw P' 5.0• 10' SCREEN WALL EASEMENT PROPOSED _ J LOT 12_ _ t- DRAINATGE TYPE A 1 I IIII ll v 550,06' POINT OF S.D' BEGINNING t33 ^ 22.0' ,L2 . .5' NL—V, 9.2• .i 50.00' LtJ PROPOSED o co PROPOSED O DO FINISHED FLOOR ELEVATION=45.30 $ a0 PROPOSED v7 LOT 11 6 1n LOT 13 o A/ o 1" = 30' O p GRAPHIC SCALE Z o 7.3' (n 0 15 30 a n 20.7' DRI VE '' :......... .. . 40�0 II 10• UTILITY EASEM NT II .yj N89'31'41 "IN °Io 60.00' DIN OI 360 39' V PT S89'31'41"E - - - 953.24' PC MAGNOLIA PARK TRAIL RIGHT OF RIGHT OF WAY TRACT "A" OF PROPOSED MAGNOLIA PARK 50' RIGHT OF WAY BUILDING SETBACKS FLOOR SLAB ELEVATION FRONT: 25' MUST BE 16" A13OVE CROWN REAR: 2' 5 SIDE: ' Of ADJACENT ROAD UNLESS CORNER: 15' LOT 12 CONTAINS 6900 SQUARE FEET t THIS STRUCTURE CONTAINS 2762 SQUARE FEET t TOTAL CONCRETE 701 SO. FT. t TOTAL SOD 3437 SO. FT. t OTHERWISE APPROVED LEGEND — -- - -- — BUILDING SETBACK LINE MLW PREPARED FOR: CENTERLINE POO — — Rlcrn OF WAY LINEPCOC D.R. HORTON%%% PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW OR PO 1, ELEVATIONS SHOWN ARE PER LOT GRADING O CONCRETE PLANS PROVIDED BY THE CLIENT. 1B LAND SURVEYING BUSINESS L C B LS LAND SURVEYOR PC PR PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (M) MEASURED TYP ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (CALL) CALCULATED A/C THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION END FOUND CBW LIST FOR CONSTRUCTION. C/W CONCRETE WALK SIDEWALK RP R ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA CP CONCRETE PAD GS FURNISHED 8Y CLIENT AND IS FOR INFORMATIONAL PURPOSES PB BOOK ONLY.THIS PBS PLEB R/w IS NOT A SURVEY so GRADE ORB FT SQUARELFEET 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 & ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. I BEARINGS SHOWN HEREON ARE BASED ON I THE NORTHERLY LINE OF LOT 12 AS BEING S89'31'41"E PER PLAT. (FIELD DATE: ) SCALE: 1,. = 30 FEET APPROVED BY: WRM JOB NO. ASM36222 DRAWN BY: D: PLAN 2-18-03 UL AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLAND- FLORIDA 32801- (407) 42-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA 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 RIGHI-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 MTI'.OUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Z-)q-o3 ' FOR FIRE FIRM v J�A , W11LLIA R. SCAT Ll0 JR. PSMp4928 DATE FOPA 60DA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2361 Builder: DR HORTON Address: I ) 1 t�:;j Ph-r k T�-a i % Permitting Office: City, State:;. ex&, FL Permit Number: Owner: _-mvj 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 I - SEER: 12.00 - 4. Number of Bedrooms 4 - b. N/A - 5. Is this a worst case? Yes - - 6. Conditioned floor area (ft2) 2368 ft2 c. N/A - 7. Glass area & type - - a. Clear - single pane 344.0 ft2 - 13. Heating systems b. Clear - double pane 0.0 ft2 - a. Electric Heat Pump Cap: 48.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ft2 - HSPF: 8.50 - �. Op Tint/other SHGC - double pane 0.0 ft2 b. N/A - S. Floor types - - L Slab -On -Grade Edge Insulation R=0.0, 249.0(p) ft - c. N/A - w b. N/A - - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=4.2, 1672.2 ft2 - EF: 0.86 - b. Frame, Wood, Adjacent R=11.0, 274.0 ft2 - 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, 2388.5 112 - 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: Interior Sup. R=6.0, 1.0 ft - MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as -built points: 30413 PASS Total base points: 34054 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: CA A�2 DATE: 03.OZ I hereby certify that this building, as designed, is in compliance with the Florid Energy Code OWNER/A ENT- / DATE: %3 2 102, f 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: EnergyGaugeO (Version: FLRCSB v3.2) FORDJ 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 1 BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2368.0 25.78 10988.5 Single, Clear SW 1.0 5.5 16.0 52.82 0.96 807.7 Single, Clear SE 1.0 5.5 16.0 56.64 0.96 866.7 Single, Clear SE 1.0 4.5 13.0 56.64 0.92 676.2 Single, Clear SE 1.0 5.5 16.0 56.64 0.96 866.7 Single, Clear W 11.0 5.5 16.0 53.47 0.43 364.2 Single, Clear NW 10.0 5.5 12.0 37.74 0.57 256.5 Single, Clear SW 13.0 8.5 64.0 52.82 0.45 1518.0 Single, Clear NE 1.0 6.5 39.0 43.65 0.98 1669.2 • Single, Clear S 11.0 9.5 7.0 44.66 0.54 169.9 Single, Clear E 1.0 6.5 19.0 59.31 0.98 1102.6 Single, Clear S 11.0 2.5 4.0 44.66 0.48 84.9 Single, Clear N 1.0 6.5 19.0 27.96 0.98 521.4 Single, Clear NW 1.0 4.5 19.0 37.74 0.94 675.4 Single, Clear NW 1.0 2.5 12.0 37.74 0.84 378.3 Single, Clear SW 1.0 5.5 32.0 52.82 0.96 1615.5 Single, Clear SE 15.0 8.5 40.0 56.64 0.44 986.4 As -Built Total: WALL TYPES Area X BSPM = Points Type Adjacent 274.0 0.70 191.8 Concrete, Int Insul, Exterior 1 Exterior 1672.2 1.90 3177.2 Frame, Wood, Adjacent 344.0 12559.6 R-Value Area X SPM = Points 4.2 1672.2 1.16 1939.8 11.0 274.0 0.70 191.8 Base Total: 1946.2 3369.0 As -Built Total: 1946.2 2131.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 33.0 4.80 158.4 Exterior Wood 33.0 7.20 237.6 Base Total: 51.0 187.2 As -Built Total: 51.0 280.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2368.0 2.13 5043.8 Under Attic 1 19.0 2388.5 2.82 X 1.00 6735.6 Base Total: 2368.0 5043.8 As -Built Total: 2388.5 6735.E FLOOR TYPES Area X BSPM = Points Type Slab 249.0(p) -31.8-7918.2 Slab -On -Grade Edge Insulation . Raised 0.0 0.00 0.0 Base Total: EnergyGauge® DCA Form 60OA-2001 -7918.2 1 As -Built Total: EnergyGauge@/FlaRES'2001 FLRCSB v3.2 R-Value Area X SPM = Points 0.0 249.0(p -31.90-7943.1 249.0 -7943.1 FOR!)dl` 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2368.0 14.31 33886.1 2368.0 14.31 33886.1 Summer Base Points: 45556.4 Summer As -Built Points: 47650.5 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Cooling Points 45556.4 0.4266 19434.3 47650.5 1 47650.5 1.000 1.00 (1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 14472.2 14472.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2368.0 5.86 2497.8 Single, Clear SW 1.0 5.5 16.0 9.22 1.01 149.4 Single, Clear SE 1.0 5.5 16.0 8.34 1.02 136.7 Single, Clear SE 1.0 4.5 13.0 8.34 1.04 112.7 Single, Clear SE 1.0 5.5 16.0 8.34 1.02 136.7 Single, Clear W 11.0 5.5 16.0 10.74 1.11 190.8 Single, Clear NW 10.0 5.5 12.0 12.23 0.99 145.2 Single, Clear SW 13.0 8.5 64.0 9.22 1.45 856.8 Single, Clear NE 1.0 6.5 39.0 12.00 1.00 468.1 y • Single, Clear S 11.0 9.5 7.0 7.73 1.97 106.5 Single, Clear E 1.0 6.5 19.0 9.96 1.01 190.7 Single, Clear S 11.0 2.5 4.0 7.73 2.29 70.8 Single, Clear N 1.0 6.5 19.0 12.32 1.00 233.6 Single, Clear NW 1.0 4.5 19.0 12.23 1.00 231.8 Single, Clear NW 1.0 2.5 12.0 12.23 1.00 146.2 Single, Clear SW 1.0 5.5 32.0 9.22 1.01 298.7 Single, Clear SE 15.0 8.5 40.0 8.34 1.79 596.3 As -Built Total: 344.0 4071.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 274.0 1.80 493.2 Concrete, Int Insul, Exterior 4.2 1672.2 3.26 5451.4 Exterior 1672.2 2.00 3344.4 Frame, Wood, Adjacent 11.0 274.0 1.80 493.2 Base Total: 1946.2 3837.6 As -Built Total: 1946.2 5944.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 33.0 5.10 168.3 Exterior Wood 33.0 7.60 250.8 Base Total: 51.0 240.3 As -Built Total: 51.0 357.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2368.0 0.64 1515.5 Under Attic 19.0 2388.5 0.87 X 1.00 2078.0 Base Total: 2368.0 1515.5 As -Built Total: 2388.5 2078.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 249.0(p) -1.9 -473.1 Slab -On -Grade Edge Insulation 0.0 249.0(p 2.50 622.5 Raised 0.0 0.00 0.0 Base Total: -473.1 1 As -Built Total: 249.0 622.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORV 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2368.0 -0.28 -663.0 2368.0 -0.28 -663.0 Winter Base Points: 6955.0 Winter As -Built Points: 12410.0 Total Winter X Points System Multiplier = Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Heating Points 6955.0 0.6274 4363.6 12410.0 12410.0 1.000 1.00 (1.078 x 1.160 x 0.92) 0.402 1.150 0.402 0.950 0.950 5446.0 5446.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@)/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE 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 19434 4364 10256 34054 r 14472 5446 10495 30413 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORAM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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 606A.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-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficien 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. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.6 The higher the score, the more efficient the home. 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: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 2368 ft' c. N/A 7. Glass area & type _ _ a. Clear - single pane 344.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 _ d..Tint/other SHGC - double pane 0.0 ft' b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 249.0(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, Int Insul, Exterior R=4.2, 1672.2 ft' _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 274.0 ft' _ 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, 2388.5 ft' _ 15. HVAC credits PT, b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) O� TH$ sTgT� in this home before final inspection. Otherwise, a new EPL Display Card will be completed o based on installed Code compliant features. Builder Signature:._Date: Date: , Address of New Home: X '_PkVity1FL Zip. Coo WE AJIAJ, "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 EnergyStar'udesignation), your home may qualify 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) j RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project Information For: DR HORTON Notes: Design Information 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 46942 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 46942 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (f?) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2368 2368 22259 22259 0.70 0.40 260 149 Heating Equipment Summary Make TRANE Trade Efficiency 8.0 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 1600 cfm Heating air flow factor 0.034 cfm/Btuh Space thermostat 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 33284 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 34074 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 4385 Btuh Total latent equip. load 7977 Btuh Total equipment load 42050 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.0 EER Sensible cooling 32900 Btuh Latent cooling 14100 Btuh Total cooling 47000 Btuh Actual cooling fan 1600 cfm Cooling air flow factor 0.048 cfm/Btuh Load sensible heat ratio 81 % Bold4talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WrjghtSO't Right -Suite Residential 5.0.64 RSR26016 2002-Feb-28 13:55:43 Z E:\FilesLDR HORTON 200212361\2361.rsr Page 1 , RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-8206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22259 ft3 x 0.0167 = 260 cfm 2. Winter infiltration load 1.1 x260 cfm x 32 OF WinterTD = 9159 Btuh 3. Winter infiltration HTM 9159 Btuh / 423 ft2 Total window = 21.7 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22259 ft3 x 0.0167 2. Summer infiltration load 1.1 x 149 cfm x 18 OF Summer TD = 3. Summer infiltration HTM 2944 Btuh / 423 ft2 Total window = and door area 149 cfm 2944 Btuh 7.0 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 149 cfm = 4385 Btuh 771 Procedure D - Equipment Sizing Loaus 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 33284 Btuh Sum of ventilation and structure loads = 34769 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 34074 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 grAb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4385 Btuh Equipment sizing load - latent = 7977 Btuh *Construction Quality is: a No. of Fireplaces is: 0 Bold4talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. r +. VVrjght50ft RigMSuRe Residential— 5.0.64 RSR26016 2002-Feb-28 13:55:43 �iCil� E:\Flles\DR HORTON 2002\2361\2361.rsr Page 1 t RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room Entire House BR2 BR3 BTH 2 2 Length of exposed wall 249.0 ft 27.0 ft 12.0 ft 6.0 ft 3 Room dimensions 12.0 x 15.0 ft 12.0 x 12.0 ft 6.0 x 12.0 ft 4 Ceiings Condit. Option 9.4 ft heat/cool d 9.4 ft heat/cool 9.4 ft heat/cool 9.4 fti heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft') Htg Clg (W) Htg I Clg (ft) Htg I Clg (ft') Htg Clg 5 Gross a 14B 4.6 2.1 2049 "" "" 254 "" "" 113 "" "" 56 '"" Exposed b 12C 2.9 1.9 0 ••.. 0 '••' "•' 0 '••• •'•• 0 «•• •,•• walls and c 13C 3.2 1.2 292 "" 0 0 0 partitions d 0.0 0.0 0 "•' »" 0 •'•' •'•" 0 ""• •«• 0 e 0.0 0.0 0 .,.. ..« 0 .... ..,. 0 .... .... 0 ++.a .�.. f0.0 0.0 0 .... «.. 0 ..« «." 0 .». .... 0 «.. .... 6 Windows and a 1C 37.0 257 9499 "" 16 591 "" 16 591 "" 13 480 "" glass doors b 8C 37.0 " 64 2365 "" 0 0 "" 0 0 .'*' 0 0 *.. Heating c 9C 38.7 " 40 1549 "" 0 0 0 0 ... 0 0 * d 1C 37.0 11 407 "" 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 22.5 75 "" 1691 0 "" 0 0 "" 0 0 '"" 0 glass doors NE/NW 39.4 225 'H� 8865 16 ' +� 630 16 "�� 630 13 "H 512 Cooling ENV54.4 18 ' 977 0 ' 0 0 ' 0 0 0 SE/SW 50.4 51 "" 2545 0 "" 0 0 "" 0 0 "" 0 South 30.4 3 "" 106 0 "" 0 0 •«' 0 0 •«• 0 Horz 0.0 0 "" 0 0 "" 0 0 "'" 01 0 "" 0 8 Other doors a 10D 14.7 9.9 51 751 507 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1644 7576 3386 238 1096 490 97 446 199 43 200 89 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 274 863 321 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 2389 4051 5317 180 305 401 144 244 321 72 122 160 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 0.0 249 6454 0 27 700 0 12 311 0 6 156 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 21.71 7.0 423 9159 29441 16 346 111 161 346 1111 13 2811 90 13 Subtotal loss=6+8..+11+12 - 42674 - "" 3039 "" "" 1939 "" 1240 Less external heating »•• 0 «.. «» 0 .«. «« 0 »« «« 0 «.. Less transfer »" 0 «•• '•« 0 "" "" 0 '•,• «•• 0 "" 14 Duct loss 101% 4267 "" 10 °/ 304 "" 10°J 194 «" 10 °/ 124 "" 15 Total loss = 13+14 "" 46942 "" "" 3343 «" "" 2133 "" "" 1364 16 Int. gains: People Q 300 6 "" 1800 0 0 0 i 0 0 " a 0 Appl. ® 1200 2 "" 1800 0'' 0 0 "" 0 0 0 17 Subtot RSH gain=7+8..+12+16 '"" "" 30258 "" "" 1632 ""' "" 1262 "" "" 852 Less external coding «•• •»• 0 "'• •»• 0 «« «« 0 .«. .«. 0 Less transfer «» »» 0 •"" "•• 0 •,» '•« 0 »'• "'• 0 18 Dud gain 10OA"« 3026 10 OA 163 10 OA 126 t0q "" 85 19 Total RSH gain=(17+18)'PLF 1.00 33284 1.00 "" 1795 1.00 "" 1388 1.00 "" 938 20 Air required (dm) "" 1600 1600 "" 114 86 - 73 67 .- 46 45 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C w�C�f'1t50ft Right -Suite ResideMialTM 5.0.64 RSR26016 2002-Feb-28 13:55:43 ,4M E:1Files\DR HORTON 20021236112361.rsr Page 1 ,to RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room BR4 UTIL KIT NOOK 2 Length of exposed wall 33.0 It 4.0 ft 0.0 ft 11.0 ft 3 Room dimensions 13.0 x 12.0 ft 8.0 x 8.0 ft 11.0 x 17.0 It 15.0 x 8.5 ft 4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 It heat/cool 9.4 it heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (fN) Htg I Clg (it) Htg Clg (it) Htg I Clg (ft') Htg Clg 5 Gross a 14B 4.6 2.1 112 "`"' "'• 0 '"" ""' 0 "" "" 103 ""' Exposed b 12C 2.9 1.9 0 •••• «•• 0 •••• ••,• 0 "" •••• 0 •••• •••• walls and c 13C 3.2 1.2 198 •"" "" 38 "" "" 0 ""' 0 partitions d 0.0 0.0 0 '•'• •"' 0 «•• «•• 0 "" •••• 0 •••• «•• e 0.0 0.0 0 ".,. .... 0 ..« .... 0 ,... .,.. 0 .... .... f0.0 0.0 0 ,... «.. 0 .... .«. 0 .... ,.,. 0 ..., .... 6 Windows and a 1C 37.0 '" 16 591 "•' 0 0 "" 0 0 "'• 28 1035 ""' glass doors b 8C 37.0 0 0 ""' 0 0 "'"' 0 0 "" 0 0 .- Heating c 9C 38.7 '" 0 0 "" 0 0 "" 0 0 "" 0 0 d 1 C 37.0 0 0 "" 0 01 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 22.5 0 "" 0 0 ""' 0 0 "" 0 28 "" 571 glass doors NE/NW 39.4 16 '�+� 630 0 0 0 "�� 0 0 '::+ 0 Cooling ENV 54.4 0 0 0 0 0 '" 0 0 0 SE/SW 50.4 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 10D 14.7 9.9 0 0 0 18 265 179 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 01 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 96 442 198 0 0 0 0 0 0 75 347 155 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 198 624 232 20 63 23 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 2.2 156 265 347 64 109 142 187 317 416 128 216 284 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 t 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 4 104 0 0 0 0 11 285 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 (1 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 21.7 7.0 16 346 111 18 390 125 01 0 0 28 6061 195 13 Subtotal loss=6+8..+11+12 "" 3124 «" "•' 930 ""' "" 317 "" "« 2490 Less external heating '»• 0 ••« •«• 0 •»• `»• 0 »» «» 0 »'• Less transfer " ' 0 «'• •'"' 0 "" •'•' 0 "" «•• 0 •"' 14 Duct loss 10 °/ 312 "» 10 °/ 93 "" 10 32 "" 10 % 249 15 Total loss = 13+14 "" 3436 •.. '»' 1023 "" "" 349 «« "" 2739 16 Int. gains: People @ 300 0 "" 0 0 ""' 0 0 "'" 0 0 "•' 0 Appl. ® 1200 0 '•« 0 1 «« 600 1 •«' 1200 0 "" 0 17 Subtot RSH gain=7+8..+12+16 "" "" 1518 "'» "" 1070 ""' «" 1616 "" «" 1205 Less external cooling '«' 0 "« •'•' 0 '•« ,«' 0 "" 0 Less transfer "'" "'• 0 '«• "" 0 '•'• ••'" 0 •"' '»• 0 18 Duct gain 10° ".. 152 109 "" 107 10% "" 162 10°/ '""' 121 19 Total RSH gain=(17+18)'PLF 1.00 "" 1670 1.00 """ 1177 1.00 "" 1778 1.00 "" 1326 201 Air required (cfm) I *' 1 117 80 "" 1 351 57 "'" 12 85 "" 931 64 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. -R-- wr-740hts4cxft Right -Suite ResiderrtialTM 5.0.64 RSR26016 2002-Feb-28 13:55:43 AM E:\Files\DR HORTON 2002\2361\2361.rsr Page 2 RIGHT-J WORKSHEET ` Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2361 8.31.01 MANUAL J: 7th Ed. 1 Name of room BTH 3 FAMILY DINING LIVING 2 Length of exposed wall 17.0 ft 10.0 ft 14.0 ft 41.0 ft 3 Room dimensions 10.0 x 6.5 It 14.0 x 20.5 ft 11.0 x 14.0 ft 14.5 x 23.5 It 4 Ceiings Condit. Option 9.4 It heat/cool 9.4 Ill heat/cool 9.4 ft heat/cool 9.4 fil heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ftz) Htg Cig (ft') Htg Cig (ft') Htg Clg (W) Htg Clg 5 Gross a 14B 4.6 2.1 160 "" "" 94 "" "•• 76 •••• "•• 385 '••' "" Exposed b 12C 2.9 1.9 0 »•• ••,• 0 •••• •••, 0 •••, ,••• 0 •••• •••• walls and c 13C 3.2 1.2 0 "•' "'• 0 "'• "« 56 '«' «'" 0 partitions d 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 '»• 0 0 »» 28 1035 •.. 77 2846 glass doors b 8C 37.0 0 0 "" 64 2365 »» 0 0 '»' 0 0 «« Heating c 9C 38.7 •' 0 0'"" 0 0 •»' 0 0 "•• 0 0 «`+ d 1C 37.0 « 0 0 0 0 0 0 11 407 "' 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 22.5 0 "" 0 0 »" 0 0 »" 0 35 »» 811 glass doors NE/NW 39.4 0 "«� 0 64 ' » 2522 28 ''ice 1103 0 ` �� 0 Cooling E/W 54.4 0 « 0 0 » 0 0 » 0 18 « 977 SE/SW 50.4 0 »" 0 0 "» 0 0 "'• 0 32 '•" 1500 South 30.4 0 "'• 0 0 "" 0 0 "'• 0 3 «" 106 Horz 0.0 0 »" 0 0 "" 0 0 '•'• 0 0 "" 0 8 Other doors a 10D 14.7 9.9 13 191 129 0 0 0 0 0 0 20 294 199 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 147 676 302 30 138 62 48 221 99 277 1278 571 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 56 176 66 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 65 110 145 287 487 639 154 261 343 341 578 759 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 17 441 0 10 259 0 14 363 0 41 1063 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 21.7 7.0 13 281 90 64 13861 445 281 606 1951 108 2339 752 13 Subtotal loss=6+8..+11+12 "" 1700 •'» "" 4635 - «» 2663 •"• «" 8805 •'» Less external heating •«' 0 •••• "« 0 •"' "» 0 •"• "" 0 "'• Less transfer »'• 0 •"' »» 0 ••« .... 0 .«. «« 0 .... 14 Duct loss 10 OA 170 »•' 10 *A 464 '«' 10% 266 "" 101/ 880 15 Total loss = 13+14 '»' 1870 »" »« 5099 »« .... 2929 .... «« 9685 ..» 16 Int. gains: People aQ 300 0 "'• 0 4 .... 1200 1 •'» 300 0 "" 0 Appl. ® 1200 0 '•" 0 0 "» 0 0 »•' 0 0 "" 0 17 Subtot RSH gain=7+8..+12+16 •'» "" 667 - »« 4868 •"' "« 2105 "" "" 5675 Less external cooling - •••• 0 - •«• 0 •••• •••• 0 »•• «» 0 Less transfer •••• «•• 0 '«. •••• 0 •••• •••• 0 •,•• •»• 0 18 Dud gain 100/ ••" 67 10-A 487 10°/ •'« 211 10 «" 567 19 Total RSH gain=(17+18)•PLF 1.00 '»' 733 1.00 «'• 5354 1.00 •'•• 2316 1.00 "" 6242 201 Air required (cfm) .- 64 35 »» 174 257 .... 100 111 "" 1 3301 300 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. L wry j"tsoft Right -Suite ResidentialT 5.0.64 RSR26016 2002-Feb 28 13:55:43 CM E:\FilestDR HORTON 2002t2361t2361.rsr Page 3 ,10 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room MBTH WIC MBR SITTING 2 Length of exposed wall 13.0 ft 9.0 ft 20.0 ft 32.0 ft 3 Room dimensions 13.0 x 13.0 ft 9.0 x 13.0 ft 16.0 x 13.0 ft 13.0 x 9.0 ft 4 Ceiings Condit. Option 9.4 ft heaVcool 9.4 It heaVcool 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. Mg Cig (W) Htg I Clg (ft2) Hig I Clg (ft) Htg Cig (ft) Htg Clg 5 Gross a 14B 4.6 2.1 122 "" '•" 85 "•' '••' 188 ""• "•' 301 •«. «,. Exposed b 12C 2.9 1.9 0 "'• 0 •'•' "•"• 0 •«• •«. 0 «.. .... walls and c 13C 3.2 1.2 0 .... "" 0 '"•' "" 0 "'" "" 0 '•"' "'" partitions d 0.0 0.0 0 •«• •«• 0 .«. 0 «» 0 e 0.0 0.0 0 "•• '•" 0 "" .... 0 0 . » .• f1 0.0 0.0 0 ,.,. ..,. 0 .«. «« 0 .... «,. 0 .... .,.. 6 Windows and a 1C 37.0 " 19 702 •"• 0 0 "•' 12 444 "" 32 1183 glass doors b 8C 37.0 " 0 0""' 0 0 'N� 0 0 "'� 0 0 Heating c 9C 38.7 •' 0 0 0 0 0 0 40 1549 ' d 1C 37.0 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 22.5 5 "" 109 0 "" 0 7 '"•' 199 0 "" 0 glass doors NE/NW 39.4 0 "" 0 0 •#"' 0 0 "'� 0 72 '�� 2837 Cooling ENV 54.4 0" 0 0 0 0';« 0 0'+« 0 SE/SW 50.4 14 "" 646 0 "" 0 5 ' 399 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 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 103 476 213 85 390 174 176 811 362 229 1054 471 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 169 287 376 117 198 260 208 353 463 117 198 260 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 13 337 0 9 233 0 20 518 0 32 829 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 21.7 1 7.0 19 411 132 0 0 0 12 260 84 72 15591 501 13 Subtotal loss=6+8..+11+12 " ' 2213 •"' "" 822 «« "" 2386 """ "" 6373 "" Less external heating "'• 0 •"• •«• 0 •"' ••» 0 »« ••« 0 Less transfer •'•' 0 "" "" 0 ""' "" 0 "" "" 0 14 Duct loss 10 OA 221 "" 10°/ 82 ... 10°/ 239 "" 10°/ 637 15 Total loss = 13+14 "" 2434 "" "" 904 "" '"' 2624 "" "" 7010 16 Int. gains: People @ 300 0 "" 0 0 "" 0 1 "" 300 0 '•"•U4070 Appl. @ 1200 0 "•' 0 0 "" 0 0 "" 0 0'"" 17 Subtot RSH gain=7+8..+12+16 "'• "" 1477 ""' '«' 435 "" ""' 1807 "" ""Less external cooling •», ••« 0""••»0'"'»«0»«•«•Less transfer «•• •«.0 .». «« 0 .... ..» 0 «,. ..»18 Duct gain 10°/""148 10°/ "" 43 10� "" 18110°/""19 Total RSH gain=(17+18)'PLF 1.00""1624 1.00 "" 478 1.00""1988 1.00 "'"20 Air required (cfm) "•' 83 78 '•" 31 23 '"' 89 96 "" 239 _. Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w�ghtsoft Right-Sulte Resider4ialTM 5.0.64 RSR26016 2002-Feb28 13:55:43 /'. E:\Files\DR HORTON 2002\2361\2361.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 3274"M6 Phone: (407) 831-2665 Job: 2361 8.31.01 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 BR2 a n ne a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 BR3 a n nw a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 BTH 2 a n nw a c n 0 d 1 1 90 1.0 1.0 0.5 4.0 39.4 13.0 0.0 • BR4 a n nw a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 a n e a c n 0 d 1 a n se a c n 0 d 1 b n ne a c n 0 d 1 a n ne a c n 0 d 1 a n sw a c n 0 d 1 a n w a c n 0 d 1 a n s a c n 0 d 1 d n n a c n 0 n 1 d n n a c n 0 n 1 UTIL KIT 1 90 1.0 11.0 0.5 5.0 54.4 16.0 16.0 1 90 1.0 10.0 0.5 5.0 47.4 12.0 12.0 BTH 3 FAMILY 1 90 1.0 13.0 0.5 8.0 39.4 64.0 0.0 DINING 1 90 1.0 1.0 0.5 6.0 39.4 28.0 0.0 LIVING 1 90 1.0 1.0 0.5 6.0 47.4 39.0 7.3 1 90 1.0 1.0 0.5 6.0 54.4 19.0 1.0 1 90 1.0 1.0 0.5 6.0 30.4 19.0 15.5 1 90 1.0 11.0 2.5 7.0 29.4 7.0 0.0 1 90 1.0 11.0 1.0 1.5 29.4 4.0 0.0 .......... ti Wi"ight50ft Right -Suite Residential^' 5.0.64 RSR26016 2002-Feb-28 13:55:43 E:\Files\DR HORTON 200212361\2361.rsr Page 1 a n se a c n 0 d 1 a n se a c n 0 n 1 a n ne a c n 0 d 1 c n nw a c n 0 d 1 MBTH 1 90 1.0 1.0 0.5 4.0 47.4 19.0 5.4 WIC MBR 1 90 1.0 1.0 0.5 2.0 76.4 12.0 6.8 SITTING 1 90 1.0 1.0 0.5 5.0 39.4 32.0 0.0 1 90 1.0 15.0 0.5 8.0 39.4 40.0 0.0 wrnghtsoft Right -Suite Residerdial' 5.0.64 RSR26016 2002-Feb-28 13:55:43 (� E:XFiles\DR HORTON 2002\2361\2351.rsr Page 2 Y both duct to roof cop ./Ion A 42X42 A/C SLAB BY BLDR MIN (— 2' FROM WALL I0; . 3" eotn duct to roof cop 4' both duct to roof to ./fon-rant Must hove a minimum clearance of 4 inches around the oar honder per the Stole Energy code. All duct has on r-6 insulation value. txlabofe uwwfw• .4u rw fcntls s'® SQ.FT. CAM'S 1ST FLOOR 2368 SQ. FT. GARAGE 427 S0. FT. ENTRY 117 SO. FT. C. PORCH 148 SO. FT. TOTAL 3060 SO. FT. Rating 6 < — 1n tCl < i ry S V N m \ z O N N � O LU Q 00 nl O p IZ' ff) J 0 N 00 o r N m LU > z o z o w 3 G t- CD D J O D Q Or inEIJ(nC)D 1 ENGINEERING PACKAGE )lk BUILDER: PROJECT: MODEL/BUILDING: REVISION DATE: NEW LOAD: '-�4�/ ` c °z CARPENTER CONTRACTORS OF AMERICA, INC. 3900 AVENUE G. N.W. .,, WINTER HAVEN, FLORIDA 33880 ,� PH (800) 959-8806 FAX (941) 294-7934 David Dorris Engineering <Qa Engineering and Drafting Services Residential - Commercial Pans & Eng. - Inspections - Permitting - Specializing in Church Design 112 Coleman Road, Winter Haven, FL 33880 Pone: (941) 299-1048 Pager. (941) 965-6956 Fax: (941) 291-4305 TO WHOM IT MAY CONCERN: This letter is intended to address the issue of deflection in roof trusses. As an unavoidable fact of physics, roof trusses are allowed to deflect up to a specified amount, while still meeting deflection criteria requirements. Although many factors contribute to the amount of deflection in a specific truss design, the difference in deflection amounts of trusses adjoining different design conditions may pose an aesthetic problem in the ceiling and/or roof plane. One procedure that may minimize the appearance of noticeable deflection difference would be the installation of 1/2" THK. x 16" high APA CDX (or OSB) strongbacks staggered throughout the area of concern, prior to applying any dead load. The plywood strongbacks should be nailed to each truss with (8) 10d nails stacked throughout the 16" height of the stongback. In lieu of plywood strongbacks, 2 x 8 #2 Southern Pine strongbacks may be used or 2 x 8 #3 S.P. with no knots or imperfections in the bottom surface. The 2 x 8 strongbacks should be nailed to each truss with (3) 16d nails into each truss. Either choice of strongbacks should tie the trusses together and provide a more uniform deflection in the area of transition. - The strongback bracing material is in addition to any permanent building bracing specified by building designer and/or truss manufacturer, and will not adversely -affect the performance of the roof trusses in any way. If you have any questions, please feel free to contact Bob Michaelis at Carpenter Contractors of America, Inc. (813) 294- 6449. Sincerely, David R. Norris, P.E. rL. # 32186 mn WA 38 This /8 A Dangerous Ganditian ANCHORAGE OR RESTtlelttr of LIMRAL BRACING: — — 5huthhtq �: 9'O RRiiVEN7' THIS T1►e drawing below BhQws, hart t4 rei11hl1 the CI,S (: P ILURE8 ANCHOR r#' "I w' OR RlrSTRATN THE 004404 in tlC41siea .i0w.g." qIl4W9 )UiOIX TRUSSES ascompy SCISSORS S1'Y } have balare and afew — 1t!}l1sl! tbq '�4+��A�pAt tpumpes a ,► �l ..,-�^----- �, huckllsiy. LATERA. HRACINGI cifffeiC &jua$4B. fFi"11'hvwii.;heo.) The Dia�ona� Brace (DBR) I eq�ara i►r� 2?�4'e 't °_; }, the ends of " G+nrMtt�o+n lesesel bead U.SE METHOD SHOWN AT ,which are att ch04 to TW r _ Ch(o0s', The di,ogonAIl 1- r �i r r►>lLt/ekn (K►1 (' _ & OR AtIOTHEIt 4 UC " brace to be attcd tca .one dce Of uJe� mem"bQ.r.. Rt i pMthlt� 1�1M Ilsto STRUCTURAT.LY SOUND � L stieb saew;bess a1 HL?�l'itOl) SPECIFIED BY she "ae Ilene. _- Nl +� $137 �"Vp� gout"'00 of anchmse at rc�aium for PROFESSIONAL ENGINEER 4tis3c�we+xbecethe�reb►ucxal6racingis ' 8 di gQwl a sS 4S tspso s'boriloultal plane A 5 deg— bwlnO for Iss;ssa OR ARCtf ITECT , devtaitioais Watlly hbk } Virile n ke gieaMr lhae_S degrctt, a AN4lORAGE BY BUILDING "DE$IGHER (+lI[ horage p.rovisfor►s for otter types of walls). r— swathing Consinuous Iasesal bracing. — Cnnlwession web • . p s dlaggnal-bs siull.l�GP ' V10wik�;M'z". IkCGBaswcn i n as.botL cods"4I b�tli s, ►hc4authotsa with 16d common nails. Wi FINK STYLE ADJACENT P R"H TRUSSES 11;A!F TRUSSES ONEIL BRACE: RESTRAINT (S•CISSORS r WITlrIN `THE "UNIT DA & 3B) STYI:E) Ss+urhhtq ;i web-eloptaq or wb -----. ''''' �', 3 i►itesb +#th.:(21-16d Aal1e` '� :, st geGA epA to chords ` CeBbg aab to "Diagonal grace may' trayarse rt0o of web or more tiles: I trversi, dapeadlnq cos►tipuoue IateraI brace. it23,,4R1��°t o ca -o Cm o o REF 0 0 0C= DER P 4 0 0 IF DATE 10/06/94 A�PIN cm rti Cm cm M. DRW 137/4 O : STATE of o TRUSS '�`�oNa 0 o a o 0 0 August 19, 2002 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Jim, As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128"x3.0" 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 spacing 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 SPACING OF 0.128"X3.0" 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 Please note that 2-ply girders need to be nailed from one face only. Note: The nail spacing of 4" O.C. for web bracing to be the same for 16d common nails and for 0.128"x3.0" pneumatic nails. %0 ` ` 11 P r s 1, Sincerely • Grt,�iilFlCq,. ?� No. 22839YJ � r S TATE OF: P�TATE Walter P. �n,E. = � '• Senior Chief Engineer ;��'''ORtDa.••' A52 ALPINE ENGINEERED PRODUCTS, INC. '1,s/0NA1. 1950 Marley Drive • Haines City, FL 33844 • (863)422-8685 • (800)755-6001� f , R2 THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS OF 2X4 SIZE AND #3 SO. PINE GRADE. IN ADDITION. A MAXIMUM 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. NDANi2.EEFFRCISTB. (S)=(2)2X4 SO. AREA, #3SCABSMINIMUMLNGTHOSABMU BE THE GREATER OF: 1. 68" + LENGTH OF DAMAGED AREA (B). MINIMUM OF 34' J 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. R2 THE REPAIR SPECIFIED ON THIS DRAWING MAY BE APPLIED TO VERTICAL I AND DIAGONAL WEBS. THE DETAIL DOES NOT SHOW A VERTICAL WEB ONLY TO KEEP THE DETAIL EASIER TO READ. (10d NAILS DOUBLE ROW. STAGGERED) + - BACK FACE 0 e FRONT FACE TTVNCAI z' 7 T 1 +j O + O t O t O + O t I-T/2' � N:IF O + O t O + O + O O.C. �{ NAIL SPACING DETAIL = o = o O o O o k,�� O o o P ALPo =RU .Z--t o 0 0 0 **IMPORTANT**" P`E "`vm3 I R100uTS' 'm SHALL NOT BE RESPONSIBLE FOR ANY OEYIA7I01 FFW THIS aeSITSI OR THESE SPECIFICATION% OR AW FA& E TO BUILD THE TRUSS IN GOFOPINA JM WITH OS786 BY TPI ALPINE CONNECTORS ARE NAPE OF 2DGA SAM STEEL NEMIN6 A57H 4446 69 B EXCEPT AS NOIED. APVLY CMEC701S TO EACH FAIN OF TRMS AND UNLESS PTNERWISE LOCATED ON THIS DESIGN POSITION mtECTORS PER "DIGS M. 150 C ISDA-F. DESIGN STAMMOS CONFORM W/APPLICABLE PROVISIONS OF NDS C M . AN ENGUEER'S SEAL 014 THIS ORANING_ APPLIES 70 THE E294*0IL OVICTRO IEEE IN ONLY, AND SHALL 107 BE RELIM tPON IN ANY DTFS4 WAY. A--TPT - TRIES PLATE INSTITUTE Nay - 1091 NATIONAL DE R2 Revised CLR 3/22/2001 WARN I NG"AI°'°� EXTrE,E cAIE IN tiANQTHO, ERECTION AM w"INB. SEE MB91 8Y In. $a THIS OETNIBN FOR AODI7 mu. SPECIAL PERMANENT BRACING RE GUIRBENNS. LOUS'S OTHERNM INDICATM TOP MM 9WLL BE LATERALLY BRAGEO HIM PROPER LY ATTAWEO PLYWOOD 9NEATNA$ BOTTOM MVRO WITH PROPERLY ATTACHED RIGID CEILING — SEE ALPINE TEMSICIL MATE I7/1/9ll FOR PROPER DRYWALL APPLICATIOII..FCFHHSH A COPY OF IMS MICA TD 111E TRIM EREGTM GGMTRACTOR. - — — — — — — — — — — — — — — — — — — — — — — TC LL TC OL BC DL BC LL TOT.LD. DUR.FAC — PSF — PSF PSF -- — — ...P5F PSF 24.0" d PAGE 50 unur n n.nc r nrucAlclnuCl 111AMITTF(I RV TRIISS MFR L J6AD Ull Ut I AIL - JWL. I ) ..,.-. , ..., .,..-.. ... _.. _..... _.._.. -... _.. , TRUSSES BUILT PER THIS DETAIL DESIGNED TO OE USED FOR THE FOLLOWING: UP TO 140 MPH MAX WIND, 30.0 FT MEAN MGT, ASCE 7-98, ENC. OR PART. ENE BLDG. , LOCATED ANYWHERE 1N ROOF, CAT 11, EXP B OR C, WIND TCOL-5.0 PSF. WIND OCOL-5.0 PSF. ATTACH ONE SCAB TO FACE OF TRUSS WITH 0.128'X3' GUN NAILS AT 2' O.C. STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE SIZE AND MATCH OR EXCEED THE GRADE AS SPECIFIED ON THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 200# ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE; FOR 140 MPH DESIGNS, 300# ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. ++ ALTERNATE LOADING: 55 PSF@1.33 OF; 50 PSF®1.25 OF; 37 PSF91.25 OF 2-0-0 OH MAX I L I I I I 2L MINIMUM PLT TYP. Wave TPI-95 Design Criteria: TPI STD QTY:1 HI 1 - R - v A� C A L P N E Alpine Fnglnecmd PEE1dum,IDC. IIB/1)a City, Fl, 33M4 FL Certi6caft OCAUdWr&A iW # 567 "YARNING" TRUSSES REOHIRE EXTREME CARE 10 FABRICATION. HANDLING, SNIPPING, INSTALLING AND BRACING. REf ER TO NI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 603 D'ONDFRIO OR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE 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 NOT BE RESPONSIBLE FOR MY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CORfORNANCE WITH TPI; OR FABRICATING, BAROLIN6, SNIPPING, INSTALLING MD BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA AST" A6S3 GR40 GMY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO f ACN FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, ►OS17ION CONNECTORS PER DRAWINGS ISO A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY f0R THE TRUSS COMPONENT BESIGN SHOWN. Tiff SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AN51/TPI 1-1995 SECTION 2. - y1q'I1FlC;,9T *' 9i ' SATE OF %� � `�0'VD bIV/LI _. _.. - T C L L 30.0 PSF T C DL 7.0 PSF BC DL 10.0 PSF B C L L 0.0 PSF TOT.LD, ++47.0 PSF REF R 0 8 1 - - 0 DATE 1 1 / 0 6 / 0 1 DRW HCUSR081 01310276 H C - E NG J WC SEON' - 24952 D U R . F A C . 1.33 SPACING 24.0" � CLB WEB BRACE .SUBSTITUTION T—BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ 1S SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L—BRACING: BRACING METHOD IS DESIRED. APPLY TO EITHER SIDE OF NEB T-BRACE NARROW FACE OR L-BRACE ATTACH WITH 16d NAILS AT 8" O.C. NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGM , THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X6 1<2X8 2X8 2 ROWS 2X8 2-2X8(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. 7 ALPINE 7 ALM& ENG&fEffeD PRODUCTS, WC POMPANO BEACH. FLOMA SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAZIS AT 6" O.C. SCAB BRACE IS A MINIMUM[ BOX OF WEB MEMBER LENGTH ATM. S-�` ALPUE%SLFIG�� 2+ o� STATE OF x THIS DRAWING REPLACES DRAWING 679,640 TC IL TC DL BC DL BC LL PSF PSF PSF'DRWG PSF REF CLB SUBST. DATE 06/25/99 BRCLBSUB0699 -ENG MW/KAR TOT. LD. PSF DUR. FAC. j\ SPACING .ry nrTe I. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. THIS DETAIL. IS VALID WHEN USED IN CONJUNCTION WITH ALPINE DESIGNED NOTE: EDGE DISTANCES, END DISTANCES AND SPACING FOR ALL NAIL CONNECTIONS TRUSSES ONLY. MUST BE SUFFICIENT TO PREVENT SPLITTING OF III[ WOOD. + 2X6 SP #2 RIDGE BOARD. ALL CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARD (GRAVITY) AND ++ 2X6 SP #2 RAFTER UPLIFT (WIND) LOADS. (STRAPPING NOT REQUIRED) +++ 2X4 SP #3 CRIPPLE NOTE: USE 0.128'X3' GUN NAILS WHERE SPECIFIED. NOTE: FOR CRIPPLES LESS THAN 75' IN LENGTH, NO BRACE REQUIRED. FOR CRIPPLES LESS THAN 96' BUT GREATER THAN 75' IN LENGTH, 2X4 'T' BRACE OR *** 4X2 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS NOT SUPPORTED DIRECTLY BY A SCAB BRACE REQUIRED. SP ¢3, FULL LENGTH, FASTEN WITH 16D NAILS @ 4' OC. �( f TRUSS BELOW. CONNECT TO DECKING WITH 8D OR GUN NAILS @ 2' OC. OR GUN NAILS @ 3' OC. MAXIMUM CRIPPLE LENGTH IS 96" ` fib, v ** HORIZONTAL CUT MAY BE SQUARE CUT OR BEVEL CUT TO MATCH TOP CHORD PITCH NOTE: FOR A CONVENTIONAL FRAMED HIP VALLEY SYSTEM, REFER TO THE DETAIL ON THE LEFT SIDE OF THIS DRAWING, DETAIL FOR SPANS GREATER THAN * BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0" OC. TRUSS 20'0' AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-16D OR 5 GUN NAILS. CONNECT RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2-16D NAILS OR 3 GUN NAILS. 130 MPH WIND, 15.0 FT MEAN HGT, ASCE 7-98, ENC. BLDG. LOCATED ANYWHERE IN ROOF, CAT II, EXP. B or C, WIND TCDL-5.0 PSF, WIND BCDL=5.0 PSF. I CONNECT 2X6 RAFTER TO CONNECT -EACH END OF TOP CHORD TO 2X6 ++ RIDGE BOARD WITH 3-16D NAILS OR 4 GUN NAILS. I RIDGE RAFTER WITH 4-16D TOE -NAILS. END Of 5 TO 7 I TONNECT VALLEYACH TRUSS/GIIRDERDTRUSS FORR 1 ROOF PLANE WITH 4-160 TOENAILS 3-16D NAILS 2X6 SP #2N, TYP OR 4 GUN NAILS (TYP) I 2X4 SP $3 RIDGE 3-16D NAILS I ** BOARD CRIPPLE@ +++ 3'0" OC. MAX (TYP) 1 5 TO 7 ** 112 HEIGHT ** ** I OF VALLEY - 1 (A) (A) TRUSSES BELOW 1 2X6 SP #2N, SCABBED i � * W=7-12(5.5'@45) *** @ 24. OC. * I TOENAIL CONNECTION AT (A) 2-160 TOENAILS I w-7.12(5.5•@45) SPAN # OF NAILS 3-16D TOENAILS OR 3 GUN NAILS {TYP) UP TO 20' 7-16D COMMON OR 4 GUN NAILS W-7-12(5.5'@45) I UP TO 16' 5-16D COMMON OR 6 GUN NAILS MAX CRIPPLE (NO CRIPPLE REOUIRED FOR UP TO 12' 4-16D COMMON OR 5 GUN NAILS SPACING SPANS LESS THAN 6'0") 1 R1 ' 6-0-0 DETAIL FOR -- SPANS UP TO 20'0" DETAIL FOR SPANS GREATER THAN 20'0" I - (MONO VALLEYS MAY BE BUILT USING THIS DESIGN) R1 R1 REV 5-29-2002 JWC PLT TYP. Wave TPI-95 Design Criteria: TPI STD OTY:l HI/ 1 / r _ A L P I N E - Alpine En ineeered Products, Inc. Hai= city, FL "WARNING"TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO MIB�91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 683 O'DNOFRIO DR., SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO STRUCTURALPTHESE ANELSfUBOTTOMSCHORDESHALLSS HHAVESA PROPERLYDATTACHEDORIGID SHALL CEILING_HAVE PROPERLY ATTACHED —IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING 0f TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE I[Ai ION PUBLISHED BY THE AMEA ICAN FOREST AND PAPER ASSOCIATION) AND TP i. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FA[E OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN- THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1-199S SECTION 2. t 1( �LS� I ; STATE OF �P �•a«.�--- roNA$- '- T C L L 16.0 0 P S F TC DL 15.0 PSF BC DL 0.0 PSF B C L L 0.0 P S f _ TOT . L D . 31.0 P S F REF R 0 8 1-- 0 DATE 11/06/01 DRW HCUSRO81 01310037 - ---------- H C - E N G / JWC S E 0 N - 24891 ------ --- OUR. F A C . 1.25 ------- SPACING 24.0" ��! p VY1" t ALPINE Alp* En&c_e" Pmiltu s, Llc. Heins City, FL 33844 FL Cali6catc OCAMI$minfion / 567 (PIGGYBACK JWC / piggyback ) ' 2X4,2X6.2X8.2X10 OR 2X12, 12 OR #2 PT, SPF, HEM -FIR, OR SP AS NEEDED. ATTACH SCAR TO ONE FACE Of TRUSS WITH 160 COMMON NAILS OR 0.128'X3' GUN NAILS @ 4' OC. THROUGHOUT TOP CHORD ---- OR ---- '*Y TOENAIL BLOCK TO TC WITH WITH (2) 16D COMMON NAILS OR 0.128-X3- GUN NAILS @ 24' OC.THROUGHOUT TOP CHORD. + CONTINUOUS LATERAL BRACING @ 24' OC. OR AS SPECIFIED ON ALPINE DRAWING. ATTACH TO EACH SUPPORTING TRUSS WITH (2) 81) NAILS FOR IX4 OR (2) 160 NAILS FOR ZX4. BRACING MATERIAL TO Of SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. + CLB LUMBER: 2X4 OR 2X6 #2 OR #2 PT, SPF, HEM -FIR, OR SP 24" MAX. SCAB DETAIL - 11 -1/4" MAX. TC BLOCK DETAIL PLT, TYP. Wave TPI-95 1—MARNING— TRUSSES REQUIRE EXTREME CARE IN PANRILAIION. NAMMI"O. a"Lrr Aw", a .....wo BRACING. REFER TO 018-91 (HANDLING INSTALLING AND BRACING). PUBLISHED RY TPI (TRUSS ►LATE INSTITUTE. 563 O'flWAIO DR.. SUIY£ 200. MADISON. W1 57719). FUN SAFETY PRACTICES PA1D2 TO PERFORNIAG TOESE FRACTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACKED STROCIDSAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 41610 CEILING. -IMPORTANT'. FURNISH A COPY OF TRIS DESIGN TO THE IRSYALLATIOA CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL BUT BE RESPONSIBLE FOR ANY DEVI ATIOR FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. IRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION ►UBLISKO 91 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA AST" ASSN 6240 SALT. STEEL. INCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE OF TRUSS. AND UNLESS 07HERVISE LOCATED ON THIS DESIGN. POSIIIDN CONNECTORS PER DRAWINGS 160 A-1. THE SEAL OB TBIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANT PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE DBILDING DESIGNER, PER ANSI/TPI 1.1095 SECTION 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. *' PIGGYBACK AS PER DRAWING HCUSRO81 01310190. 01312407 OR 01312408. ATTACH TO TOP CHORD OF SUPPORTING TRUSS AS SPECIFIED ON ALPINE DRAWING, OR WITH�16D GUN NAILS (0.131-X3-) AT: 8' OC. FOR ASCE 7-98. 130 MPH, ENC. BLDG, EXP B A C. CAT II, 30' MH 6' OC. FOR ASCE 7-98. 140 MPH, PART. ENC. BLDG, EXP B. CAT 11. 30' MH 6' OC. FOR ASCE 7-98. 140 MPH, ENC. BLDG, EXP C. CAT 11. 30' MH 4' OC. FOR ASCE 7-98. 140 MPH, PART. ENC. BLDG, EXP C. CAT 11. 30' MH Design Criteria: TPI(STD PIGGYBACK TRUSS SUPPORTING `TRUSS ALTERNATE LOADING: TCLL 20 30 PSF TCDL 20 OR 15 PSF BCDL 10 10 PSF TOTL 50 55 PSF 1.25 1.33 :1 HI 1 - - - - - -Iffl— TC LL TC OL BC DL BC LL TOT.LD. 30.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 47.0 PSF REF R081--0 DATE 11/06/01 DRW HCUSR081 01310243 HC-ENG /WMR SEAM - 24944 DUR.FAC. 1.33 SPACING 24.0' JACK TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N NOTE: LUMBER TO BE SP #3 FOR 1'D" THROUGH 3'0' JACKS. ** (3)16D COMMON OR (3)O.12B"x3' GUN NAILS,TOENAILED. * (2)160 COMMON OR (2)0.128"x3" GUN NAILS,TDENAILED. *** BOTTOM CHORD MAY HAVE PITCH AS SHOWN. MAINTAIN A PITCH DIFFERENCE OF 2 BETWEEN TOP AND BOTTOM CHORD. I.E. 8/12 TOP CHORD, 6/12 BOTTOM CHORD. R2 L---2-0-0- TRUSS SPAN (SEE TABLE) R-R1 U-U1 W-3.5" (SEE TABLE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ASgE 7-98. 30.00 FT MEAN HGT, LOCATED ANYWHERE IN ROOF, CAT II, WIND TCDL=S.O PSF, WIND BCDL-5.0 PSF.(SEE TABLE) JACKS UP TO AND INCLUDING 4'0' MAY BE CANTILVERED 8'. MAX MAX BLDG LOADING REACTIONS SPAN MPH EXP R1/U1 8'0" 120 2 a,b 594/280 8'0" 115 3 a,b 594/330 rev. 716" 130 1.3 b,c 632/550 7'0' 140 1.3 b,c 607/640 1-CLOSED BUILDING, EXP C ** 2=CLOSED BUILDING, EXP B 3-PARTIALLY ENCLOSED BUILDING, EXP B TCLL/TCDL/BCDL/TOT/DF a-20/15/10/45/1.25 b-20/20/10/50/1.25 c=30/15/10/55/1.33 ?c JR2/12 � C-'s � l./ -5 -s-1A G- rev. 3-21-2002 JWC R2 REV 4-2-02 JWC Desi Criteria: TPI(STD) 19.52a 0TY:1 HI 1 - - - - Scale =.375" Ft. PLT TYP. Wave TPI-95 n '•YARNING'• TRUSSES REQUIRE EITRENE CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACINS. REFER TO RIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L S E E PSF REF R O8 1 - - 0 INSTITUTE, 563 D'ONDFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED P �I% T C D L ABOVE PSF DATE 1 2 / 03 / 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S1F `• �No ""V * BC DL TABLE PSF DRW HCUSROBI 01339110 --IMPORTANT-- PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; oR FABRICATING, HANDLING, SHIPPING, INSTALLING AND *,; u� BC L L PSF H C - E N G /JWC ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS YITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ASSOCIATION) AMD TPI. ALPINE ] �usFiw �[+► L1NA� SPEC IF [CATION PUBU SHEB BY THE AMERICAN FOREST AND ►APER APPLY CONNECTORS TO STATE OF TOT. L D . PSF F S E 0 N - 10579 CONNECTORS ARE MADE OF 2B6A ASTM A653 SR40 GALV. STEEL, EXCEPT AS NOTED. OUR . F AC . FROM MDC EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENBINEERIN6 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILOIN6 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. `•AIOR►�C� �`�(OIVA1- SPACING Z 4 " D.C. ►11 A 4 . Y� /1 I/ u zU II1rdALK1 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IH1J UMu rMr. r/1MEu rmun 6unru IEn IMruI jLO '. o uanE noa viol o ..—a, us u.o...+ .. ASCE 7-98, 30.00 FT MEAN HGT, LOCATED ANYWHERE IN ROOF, CAT 11, WIND TCDL15.0 PSF, WIND BCDL=5.0 PSF.(SEE TABLE) MAX BLDG UPLIFT DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. MPH EXP U1 * PROVIDE ( 3 ) 16d COMMON NAILS, TOENAILED. 130 1 457 130 2 493 HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. 140 1 555 140 2 592 L —2-9-15 —+ 9-10-1 Over 3 Supports R=746 U=U1 W=4.94" (SEE TABLE ABOVE) 1—CLOSED BUILDING, EXP C 2=PARTIALLY ENCLOSED BUILDING, EXP B * Rmax=393#@1.33, 369#@1.25 Umax=472# N � �3 Rmax=393#@1.33, 369#@1.25 / * Umax=472# ALTERNATE LOADING: TCLL 20.0 PSF TCDL 20.0 PSF BCDL 10.0 PSF BCLL 0.0 PSF -------------- TOTAL 50.0 PSF DUR.FAC. 1.25 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:O 1 - - R - Scale=.3125" Ft. ALPINE AIptI1C Engineered products 111C. HainesRESPONSIBILITY__ City, Fl. 33&14 FL CeRlficate Of AuthoFi79E1an1507 *'WARNING*' TRUSSES RE09IRE EXTREME CARE IN FABRICATION, NANDA. ING, SNIPPING, INSTALLING AND BRACING. REFER TO HI B 91 (MAMDLIN6 INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONDFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCYIOYS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATIACHEO STRUCTURAL PANELS, BOTTOM CHORD SO I HAVE A PROPERLY ATTACHED RIGID CEILING. *'IMPORTANT" fURHIS" A COPY OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DfS16N; ANY FAILURE TO RU ILD THE TRUSSES In CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL106 AND BRACING OF TRUSSES. iMiS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATI OM PUBLISHED BY THE AMERICAN FORf Si ANPAPER ASSOCIATION) AND TPI. ALPINE:TJi7L. COMMECTORS ARE MADE OF 20GA ASTM A653 G240 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO E ACM FACE OF TRUSS, AMD UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2, THE SEAL ON TNIS DRAWIN6 INOICAIIS ACCEPTARCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS [OMPONE NT FOR AYY PARTICULAR BUILDING IS THE Of 7NE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. � — ,�ZQLSiFIG,4ry * 'MD, =4�* w� ):� �` STALE OF �L/ S !HI TL T C BC BC TOT L L D L DL LL . L D . 3 O 15 10.0 0.0 55.0 , O .0 P S F PSF PSF PSF PSF R E F ROB 1 - - 0 DATE _ 12112101 DRW UCUSR081 01346151 �HC ENG /JWC S E Q N - 26402 D U R . FA C . 1.33 -- — May-30-02 12 2ZPm From-DAN5C0 ENGINEERING 613-d45-9696 T-416 P OZ/04 F-941 DANSCO r - • ■w■®NOON ■ ■ ■■■ ■NONEMIN MEN "■�■ ■� NOON®■�� ■■■■■®�■■■� �. ■■■...■ ■ ■■■ aims P.O, Box 3400 IN Apollo Beach, Florida 33572 (813) 645-U1bb April 23, 2002 Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880 Re: Clarification for Alpine's Valley Kit Details; HCUSR081 01310037, 0021 and 0020. The valley kit engineering details as referenced above are engineered designs and not prescriptive methods to apply conventional framing. It may be construed that the 2x6 ridge board as specified on our details is not in accordance with chapter 23 of the Building Code, which states the ridge board depth be not less than the cut end of the rafters. This perception would be correct providing the framing application was the same between what the Code states and what our Valley kit details depict. For example, we specify: • Rafter supports (cripples) every three to six feet along the rafter length, which significantly reduces the load, imposed upon the ridge board. • Ridge board cripples on three-foot centers. • All the required connections for rafters to cripples, rafters to ridge board cripples to the structural sub -frame below, etc. • Governing height and length restrictions for each framing application. • All collar beams, where specified, are 2x6 minimum applied to every rafter set and not lx6 applied to every third pair of rafters (as stated in the Code). Additionally, Alpine's valley kit details overall have restrictive applications and can only be used over a support system of pre-engineered Alpine design trusses. Briefly, our engineered details are not intended to be used in lieu of the design considerations of the Building Code, rather, where applicable, as an alternate design that wholly meets the requirements of the code. If I can be of further assistance o; if ypu have any questions please call me. offSincerely, s= • �'S{F1Cgl • �' . Nv. 22839 W er P. inn P.E. ;• STATE OF Senior Chief Engineer %�0�; ••.�R�pp, ,. .� AR2o �'11,910 A� \x ►,11t �j ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 - (863)422-8685 January 23, 2002 Re: Alpine's Valley Kit Details; HCUSR081 01310037, 0021 and 0020. The valley kit engineering details as referenced above are engineered designs and not prescriptive methods to apply conventional framing. It may be construed that our details are not in accordance with chapter 23 of both the 1997 Standard Building Code (SBC) and the 2001 Florida Building Code (FBC). Each Code states, for example, that the ridge board depth be not less than the cut end of the rafters. I understand that this specific issue about the ridge board depth is causing concern with the building inspectors resulting in the issuance of red tags. This nonconformance would be correct if the overall conventional framing application was the same between the prescriptive method in the Code and what our valley kit details depict. The engineered valley kit details tend to be more conservative. For example, we specify: • Rafter supports (cripples) every three to six feet along the rafter length, which significantly reduces the load, imposed upon the ridge board. • Ridge board cripples on three-foot centers. • All the required connections for rafters to cripples, rafters to ridge board cripples to the structural sub -frame below, etc. • Governing height and length restrictions for each framing application. • All collar beams, where specified, are 2x6 minimum applied to every rafter set and not 1 x6 applied to every third pair of rafters (as stated in the Code). Additionally, Alpine's valley kit details overall have restrictive applications and can only be used over a support system of pre-engineered Alpine design trusses. Briefly, our engineered details for a system of conventional framing meet the requirements in Chapter 23 of the 1997 SBC and 2001 FBC. Sincerely, Walter P. Finn P.E. Senior Chief Engineer AR23 1�t) ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 - (863)422-8685 - (800)755-6001 50627 - 013/U76 2361E - A8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, T3 2x4 SP 2400f-2.OE: 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 size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00- 6X6= 6X6= 120 mph wind, 14.68 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in woof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. (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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" 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. 3X4 o T3 3 X 4 6 r W (A W 6 6 X 6 6 X 6 A) (A W6 W8 9-4-0 4X6(A2) = 6X6= 3X4= 5X8= 3X4= 6X6= 2X4III 4X6(A2) 0-0 1-0-0 1 w I 21-0-0 I 8-0-0 I 21-0-0 J 50-0-0 Over 2 Support R=1904 U-=565 W=8" R-1904 U=565 W=8" 0� PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:4 HI 1 E Scale =.125" Ft. "*YARNING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND TC L L 2 O.0 P S F R E F R 0 8 1-- 522 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AMA BRACING). PUBLISHED BY TPI (TRUSS PLATE i N STIIUI£. 583 D'ONOFR IO DR.. SU1 lE 200. MA0150N. Y! 53719). FOR SAFETY PRACTICES PRIOR TO PC0.F OR MING THESE FUNC 110N S. UMLSSS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED P /.'� T C DI- 7 . O P S F DATE 0 2 / 0 3 / 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 ENGINEEkED ( �� BC DL 1D • 0 PSF DRW HCUSR081 03034087 ';IMPORTANT-- INC. SHALL NOl RE RESPONSlBIE FOR AN Y GEVIATION FROM THIS DESIGN: ANY FAIL LIRE 10 *� N0. * -.-- BUILD THE TRUSSES !N CONFORMANCE KITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSIALLING AND fir BC L L 0. 0 P S F H C- E N G J W C/ W P F ALPINE 9k ACING OF INUSSES IHIS DESIGN CONFORMS WITH APPLICABLE PR OY 151 OHS OF NOS (NATIONAL DESIGN SPECIF iCAtI ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE ESTATE OF J CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GALV, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 ��`A �rA TOT . L D . 3 7 .0 P S F S E Q N - 34824 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. P051110M CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON TH7S DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL CONNECTORS PER D U R . F A C . 1 .2 5 FROM MG K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONE MT DESIGN SHOYM. THE SUITABILITY AND USf OF THIS --- Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUIlD1NG DESIGNER, PER S P AC I N G 2 4 . 0 " J R E F 1 R Z Z 08 1.__Z 0 4 FL Certificate of Authorization It567 ANSI/TPI 1 1995 SECTION 2. , r AC07 - nI'2 II1-7r 9'1 F:IR - A71 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & 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 #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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" 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. 6X6= 2X4III 6X6= 120 mph wind, 14.18 ft mean hgt, ASCE 7-98, CLOSED bidg, l.ocat.ed anywhere in foof, CAT 11, EXP B, wind TC DL-5.0 psf, wind BC DL-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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 6X6 % 6X6 �6 3X4 i 6 r 3X4o W A) F(A/)(A W 1 W 3 W W W12 �9-4-0 2_X4III 3X4= 6X6= 3X8= 6X6= 3X4= 2X4III 4X6(A2) _ 4X6 (A2) 1.0-0 1 0-0 '"' 19 0 0 I 12-0-0 1 19-0-0 _l 0-0-0 Over 2 Support R-1904 U=567 W=8" LT TYP. Wave TPI-95 Desi n Crit: TPI STD 6.13 *"WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO 018 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE (MST ITUT E. 583 D'ONOFRIO DR., SUITE Z00. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC110NS. UNLESS 07HERNISE 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 NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD HE E TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND C A L P I N E BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SP EC If IC AI[ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAD£ OF ZOGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF THU SS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORANT NGS 160 A-2. I E SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND OSE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate ofAuthonzation#567 1 ANSI/IPI 1 1995 SECTION 2, R-1904 U-567 W=8" TY:2 HI 1 TC LL TC DL BC DL BC LL TOT. L.D. OUR.FAC SPACING /E/-/- 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 24.0" flq Scale-.125"/Ft. REF R081--523 DATE 02/03/03 D R W HCUSR081 0303409S HC-ENG JWC/WPF SEON 34823 FROM MGK JREF - 1RZZ081_ZO4 T1411Z n wa GRFDARFTI FRnM rOMPIITFR INPHT n DADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. t7VOL/ - V13(u/0 LJV1D - fU) Top chord 2x4 SP 2400f 2.0E :1-3 2x4 SP #1 Dense: Bot. chord 2x4 SP #2 N Webs 2x4 SP #2 N :141, W9 2x4 SP #3: (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. Deflectlon meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4X6(A2) 120 IAph wind, 13.68 ft mean hgt, ASCE 7-98, CLOSLD bldg, Located anywhere in"roof, CAT 11, EXP B, wind 1C U-5.0 psf, wind BC DL-5.0 psf. (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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" 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. 6X6= 2X41II 6X6= 6X60 T3 [>6X6W (A) � 9-4-0 2 X 4 III 2X4III 6X6= 3X8= 6XV- 4X6 (A2) 1 D-0 1 W -R. 1 17-0-0 1 16-0-0 I 17-0-0 _I 0-0-0 Over 2 Supports 21- . R=1U=569 W=8" R=1904 U=569 W=8" U, PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:2 HI 1 E - Scale =.125" Ft. —WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 08 1-- 524 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE DATE 0 2 / 0 3 / 0 3 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON. W1 53719), FOR SAFETY PRACTICES PRIOR TO fF T C D L 7.0 PSF PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �pY l-, DRW HCUSROBI 03034094 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .j`�iF'�+y�" �.�. p BC DL 10.0 PSF PRODOC IS. INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE W1TH TP1; OR FABRICATING, HANDLING. SHIPPING, INS7ALLING AND *i (/j/ 11� : B C L L 0. 0 P S F H C- E N G J W C/ W P F BRACING OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROvISIONS OF NDS (NATIONAL OE SIGN L°(J ---- S E Q N - 34822 ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q:� STATE OF J T 0 T L D 3 7 0 P S F CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO � � . . . DRAWINGSEACH E OF 160 AR Z. AND THE SEALSONT THISSE DRAWINGED ON INDICATESSACCEPTANCEOF POSITION PROFESSIONALL ENGINEERING _# b�ONA c� O C U R . F A . 1.25 M G FROM MG K et Alpine Engineered Produs,InC. Haines City, FL 33844 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 2 4.0 " J R E F - 1 R Z Z 0 8 1 _ Z 0 4 FL Certificate of Authon-tlon#567 ANSI/TPI 1 1995 SECTION 2. ,)Ubzl - U1.5/U74 LSU ITS N9 TUT nur_ DDCDAD rn rDnM rnAADllTFQ INP11T 110AIIC R, I) IMF NSInNSI SIIBMITTFD BY TRUSS MFR Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W6, 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 size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4X6(A2) _ 120 IQph wind, 13.18 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in -roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC OL=5.0 psf. (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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" 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. 6X6 _ 2X4 III 6X6 = 6X6 _ 6X6 j__ 6 V (A)(A) [4: 9-4-0 X4— 6X6= 2X41I1 2X4 III 6X6 = 3X8= 3 = 4X6(A2) _ 1-0 o io 15-0-0 I 20-0-0 I 15-0-0 _I 50-0-0 Over 2 Support R=1904 U-572 W=8" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 ..WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO 8I0-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MADISON, WI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING I0E SE 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 NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE IR US SES 1N CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ALPINE B SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR4D GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FI.CertificateofAuthorization#567 ANS11TP1 1 I", SECTION 2. R=1904 U-572 W=8" LC ti I 1 TC LL TC DL BC DL BC LL TOT.LD. DUR.FAC. SPACING _/E/-/- 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 24.0" rV Scale=.125"/Ft. REF R081--525 DATE 02/03/03 DR W HCUSRO81 03034090 HC-ENG JWC/WPF SEON - 34821 FROM MGK JREF - 1RZZO81_ZO4 tt)Ubel - U16/U/0 6313113 - A14 1—, 1 nntnT rums rnMMa TuonT nnenC 9. r1TMC NIZ IIlMC1 CII0.MITTFr3 RY TRIIGC MFR Top chord 2x4 SP #2 N :T2, T3 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :144, W6, W8 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (I) 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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 5X5(A2) _ 120 Mph wind, 12.68 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in*roof, CAT 11, EXP B, wind TC DL-5.0 psf, wind BC DL=5.0 psf. , (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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" 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. 5X8= 2X4 M 6X6= 5X8= 3X4 0 T2 T3 3 X 4 6r W (q �6 W6 XW8 �9-4-0 4 2 X 4 III 6X6= 3X8= 6X6 6X6= 2X In 5X5(A2) _ F� 1 -0 0 1 0�0 13-0-0 I 24 0-0 I 13-0-0 50-0-0 Over 2 Supports j R=1904 U-574 W=8" R=1904 U-574 W-8" ^ 6.13 QTY:2 HI 1 E - Scale PLT TYP. Wave TPI-95 Design Crit: TPI STD ""WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND TC L L 2 0.0 PSF R E F R 08 1 - - 5 2 6 BRACING. REFER TO HTB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE _._..... _,. DATE 0 2 / 0 3 / 0 3 INSTITUTE. 683 D'ONOFRIO DR.. SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ATTACHED P Rj T C D L 7 . 0 P S F PERFORMING THESE FUMCIIONS. URIC SS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY STRUC IURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �y'( "*IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO THE TRUSSES IN CONFORMANCE KITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND *f Pb S* r t S BC DL BC L L 10.0 0. 0 PSF P S F DRW HCUSR081 03034093 H C- E N G JW C/ W P F ALPINE BUILD BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN AID TPI. ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) CONNECTORS ARE MADE OF 20GA ASTM A653 G1140 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF p,: T 0 T . L D . 37.0 PSF S E Q N - 34820 FACE OF AIHEUSEALSONNLE TTHISIDRAWINGIINDICATESSACCEPTANCEOOFTPROFESSIONALION RENGINEERING S PER Alpine Engineered products, Inc. Haines City, FL 33M FLCettlflcateOfAuthorization H567 ORAWINGS160 A-Z. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TP1 1-1995 SECTION 2. D U R . F AC__ 1.25 FROM MG K _ SPACING 24. 0" J R E F - 1 R Z Z 0 8 1_._Z 0 4 50627 - 013/U76 23618 - A3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. fTop chord 2x4 SP #2 N ljBot chord 2x4 SP #2 N Webs 2x4 SP #3 :W10, W12 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. Deflection meets L/240 live and I/180 total load. Creep increase factor for dead load is 1.00. ITRUSS MAY NOT BE INSTALLED END FOR END. 6X6= 3X8= 6X6= 120 mph wind, 12.18 ft mean hgt, ASCE 7-98, CLOSED bldg, located anywhere in toof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. (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. In lieu of structural panels or rigid ceiling use purllns: to brace TC @ 24" OC, BC @ 24" 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. 6X6 c4p-4m4: \; FrAA 1- Z, 2X4 111 ri 6X6 2X4 III r, 6X6= 2X4 III 3X6 (Al) _ 3X6(Al) Io-o 1 °$0--13-0-0 31E 9-10 0-- '� i 11 0 0 I 28-0-0 I 11-0-0 _I LiE 50-0-0 Over 4 Support! R=400 U=180 W-8" R-746 U=200 W=8" R=1747 U=519 W=8" Note: All Plates Are W3X4 Except As Shown. PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 "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 I NSI ITUTE, 583 D'0 DFRIO DR.. SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FIIxCT10N S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STR UC1 ORAL. PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ''IMPORTANf" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GA40 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON TH15 DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Alpine Engineered Products, Inc. Haines City, FL 33W COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER FL Certificate of Authorization #56I ANSI/ IP1 t�1996 SECTION 2. R=915 U-294 W=8" OT M TC LL TC DL BC DL BC LL IOT.LD. DUR.FAC. SPACING E Scale-.125"/Ft. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081--527 DATE 02/03/03 DRW HCUSROBI 03034096 NC-ENG JWC/WPF SEON 34819 1.25 FROM MGK 24.0" JREF 1RZZ081_ZO4 Tull- nUir. DDFDADFn FRnM rf)MPIITFR INPUT (LOADS & DIMENSIONS) SUBMITTED BY fRUSS MFR. (50621 - 01.3/1-1/6 2361b - ASA) Top chord 2x4 SP #2 N :T2, T3 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W6, W8, W10 2x4 SP #2 N: In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" 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. 120 mph wind, 12.18 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in•roof, CAT 11, F-XP B, wind fC DL=5.0 psf, wind BC DL=5.0 psf. " Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 5X8= 3X4= 6X6= 3X4= 5X8= 3X4 e- T2 TZ 3 X 4 6r -,6 W W Z 2X4 III 3X4 = 6X6 5X5(A2) 3X8= 6X6= 3X4= 2X4III 5X5(A2) = 1-0-0 1-0-0 -� or 11 0 0 I 28-0-0 0-0-0 Over 2 Support R=1904 U=577 W=8" R-1904 U=577 W=8" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:1 HI 1 E —YARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 20. 0 P S F BRACING. REFER TO NIB 91 (HANDLING INSTALLING AND Bk ACING). PUBLISHED BY IPI (TRUSS PLATE I NSII TUTE. SB3 D'ONOFRIO DR.. SUITE 200. MADI SO N. NI 537 9). FOR SAFETY PRACTICES PRIOR TO _ T C D L 7 . D P S F PERFORMING IHE SE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �( P�; S7RUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED kIG1D CEILING. tirrlGy / B C D L 1 0. 0 P S F —IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED kED �� PR ODIC IS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILOPC TO *: No. ,* p BUILD THE TRUSSES IH COHFORHANCE IT TPI: OR fABkICATING. HANDLING. SHIPPING. INSTALLING AND l B C L L 0 . 0 P S F �_- ALPINE BRACING OF IkUS$ES THIS DESIGN CONFORMS W11H APPLICABLE PkOVIS1ONS OF NDS (NATIONAL DESIGN SPEC IF ICAlION FUBLISxED BY THE aMER 1CAN FOREST AxD PAPER ASSOCIa110N) AND iPl. ALPINE +�•- T 0 T . L D . 3 7 .0 P S F CONNECTORS ARE MADE OF 2DGA AS1M A6$3 Gk40 GALv. STEEL. EXCEPT pS NO1E0. APPLY CONNECTORS 10 STATE OF EACH FACE OF IRV SS. AND UNLESS OTHERIISE LOCATED ON IN DESIGN. POSITION CONNECTORS DER S R �O DRAWINGS 150 A,Z. THE SEAL ON THIS DRAWING lN0 CAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING +C%l D U R . F A C . 1 . 2 5 Alpine Engineered Products, Inc. RESPONSIBILI IY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIIABILITY AND USE OF THIS __— Haines City, FL 33844 CONPONE NT FOR ANY PARTICULAR BUILD]MG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 2 4 . O FL Certificate of Atithorization # 567 AN S T IIPI 1 1995 SECTION 2. AgR Scale=.125"/Ft. REF RO81--528_ DATE 02/03/03 — DR W HCUSRO81 03034081 NC-ENG JWC/WPF SEON - 34829 FROM MGK JREF - 1RZZ081_ZO4 _SUbZ/ - U137U10 Z30t!5 - AZ Twc nur oocoAOcn cAnM rnMDCITfA IMDIIT II nA()C R OT Mf NSlOPIC1 SIIRMI TTFO SY TRUSS MFR Top chord 2x4 SP #2 N :14 2x4 SP #1 Dense: Bot. chord 2x4 SP #2 N Webs 2x4 SP #3 :W7, 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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. (TRUSS MAY NOT BE INSTALLED END FOR END. 120 mph wind, 11.68 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in'roof, CAT 11, EXP B, wind IC DL=5.0 psf, wind BC DL=5.O pst., (A) 1X4 #3 HEM-FiR or better continuous lateral bracing to be equally spaced. Attach with (2) 80 nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" 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. 6X6= 3X8= 6X6= 2X4111 6X6= 6 (A) 6 w T W9 9 4 0 rri 2X4111 2X4III 5X8= 2X4III 3X6 (Al) = 6X6= 3X4= 3X6 (Al) 1�0 1-0-0 13 - 0 - 0 �{E 10 1 10—� I 9-0-0 I 32-0-0 I 9-0-0 _I 50-0-0 Over 4 Supports R=496 U-198 W=8" R-637 U=180 W-8" R=1739 U=515 W=11.313" PLT TYP. Wave TPI-95 ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL certificate of Authorization # 567 R-936 U-307 W=8" Design Crit: TPI STD 6.13 QTY:1 HI/-/l/-/E/-/- *NARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO NI8-91 (HANDLING INSTALLING AMD BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 0.ONOFR10 DR.. SUITE 200, MADISON. NI $3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCiED S. UNLESS OTHERWISE INDICATED, TO➢ CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY AT T AC N ED 111 10 CEILING. -IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS , INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE W17H TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF iR USSE S. THIS Df SIGN CONFORMS WITH APDI iL ABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPT ALPINE CONNECTORS ARE MADE OF 20GA ASIM A553 GR40 GALV, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TOtiRIOR�2 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION iONNECIORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBLI I TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENI FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER jV� tC *� .STATE j PP��$ lAL�c, T C L L T C D L BC D L BC I_ L T 0 T .l. D . 20.0 7.0 10.0 0.0 3 7 .0 P SF P S F P S F P S F P S F D U R . F A C . 1 .2 5 SPACING 2 4.0 " AN Si(,PI T 199S SECTION 2. Scale =.125"/Ft. REF R081--529 DATE 02/03/03 D R W HCUSR081 03034097_ HC-ENG JWC/WPF SEON 34818 FROM MGK JREF - 1RZZ081_ZO4 (b0bZ/ - U13/U/b Z3blb - AZA) Top chord 2x4 SP #1 Dense :T1, T5 2x4 SP #2 N: Bot. chord 2x4 SP #2 N :B2 2x4 SP #] Dense: Webs 2x4 SP #3 Calculated horizontal deflection is 0.14" due to live load and 0.12" due to dead load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 5X8= 3X4= 6X6= 3X4= 9YA _-, 120'mph wind, 11.68 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.O psf, mind BC DI-•=5.0 psf., In lieu of structural panels or rigid ceiling use purlins: to brace IC @ 24" OC, BC @ 24" 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. 6X6= 5X8= 9X4 i 3X4= 6X6= qX8= HS412= 4X4= 6X6= 5X5(A2) 5X5 (A2) as � � er pa� 1-0-0 s 1-00--0 9-0-0 1 32-0-0 I 9-0-0 _1 50-0-0 Over 2 Supports R1.j R=1904 U=579 W=8" R=1904 U=579 W=8" PLT TYP. High Stren th,Wave TPI-95 Design Crit: TPI STD 6.13 QTY:1 HI 1 E - Scale =.125" Ft. A L P I N E Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of Authorization 4 567 **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 INSTITUTE. 583 D'ONOFR IO DR.. SU 17E 200, MAOI SON. NI 53719). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY AT IAC0ED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE Y IATION FROM THIS DESIGN: ANY FAILURE TO BU llD IN E TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HAMDL ING. SHIPPING. INSTALLING AMD BRACING OF TRUSSES. TH15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NA710MAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AMD PADFR ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TOA2 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAWINGS 160 A,l. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIIABILTTY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. y'S �P "/Cv�y **� •r+yTti:/� ( F *1 ND. :* I� '(uGj p, STATE OF l� �`�ONAL� T C L L T C D L B C D L BC L L TOT . L D . 2 0. 0 7.0 10 .0 0.0 3 7.0 P S F P S F PSF PSF PSF R E F R0 8 1 -- 530 DATE 0 2 / 0 3 / 0 3 - D R W HCUSR081 03034084 H C - E N G J W C / W P F S E Q N - 34830 ---- D U R . F A C . 1.2 5 FROM MG K SPACING 2 4.0 " J R E F - 1 R Z Z O 8 1 _ Z 0 4 i b1T TTr DV TDnCC u[D t�kjoz/ - u1.5/U/b L.513In - AIAU) Top chord 2x4 SP 2400f-2.OE J2, T6 2x4 SP #1 Dense: Bot chord 2x6 SP #2 N :62, B3 2x6 SP 2400f-2.OE: Webs 2x4 SP #3 :W2, W8 2x4 SP #2 N: :Lt. Wedge 2x4 SP #3: SPECIAL LOADS ------(LUMBER DUR.FAC.—I.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at. 51.00 BC From 20 PLF at 0.00 to 2D PLF at 50.00 BC 4255 LB Conc. Load at. 15.54 BC 168 LB Conc. Load at 30.94, 32.94, 34,94, 36.94, 38.94 40.94 BC - 742 LB Conc. Load at 43.00 Calculated horizontal deflection is 0.16" due to live load and 0.14" 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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. 4X8 Calculated vertical deflection is 0.78" due to live load and 0.65" due to dead load at X = 26-4-1. 2X4 III 8X10 = 12X14 8X14 : 2X4 III 2 Compl,ete Trusses Required NAILING SCHEDULE: (0.128x3.O_g_.nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL. SPACING BETWEEN ROWS .AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=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. Deflection meets L/240 live and L/180 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. 2 X 4 III 1OX14 3X4= 5X14 =— (A _ 6 T 9-4-0 B2 8X8= B3 HS612 = 4X8 (B3) HS2510 (C3) = 2X4 III HS816 = 8X10 = — 4X8= 3X8= 2X4 III 4 X 8 III 2 X 4 III R=4586 U=2124 W=8" 1-o-o R-5228 U=2713 W=8" 1-0.0 7-0-0 I 8-4-0 I 7-2-0 I 7-2-0 I 13-4-0 I, 7-0-0 _1 50-0-0 Over 2 Supports j PLT TYP. Hi h Stren th,Wave TPI-95 Design Crit: TPI STD 6.13 QTY:1 HI 1 E - Scale =.125" Ft. ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of Authorization # 567 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACTNG), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MA0I SON, NI 53179). 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 NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. -..--. 'C> /?a-F ySiFlC�T. *� Ib * ' p I¢ �P1� � STATE OF A.*",2�P,fo AQ". .. TC L L 20. 0 P S F TC D L 7.0 P S F B C D L 10. 0 P S F BC L L 0. 0 P S F TOT. LD. 37.0 PSf R E F R 0 8 1-- 531 DATE 0 2 / 0 3 / 0 3 D R W HCUSRO81 03034079 H C- E N G J W C/ W P F SEQN - 35562 D U R . F A C . 1.25 FROM MG K SPACING S E E ABOVE[ J R E F - 1 R Z Z 0 8 1 __Z 0 4 TIT c — ODroAOrn rDnu rnMOUTrO 1NDIIT nl)Anc R nlmr N41nNC1 CIIRMI TTFn RY TRH1, MFR (nuoel - LI1J7ulo 6J01D - nta7 ,Top chord 2x4 SP #1 Dense :171, T6 2x4 SP #2 N: 2 Compl"ete Trusses Required T5 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N NAILING SCHEDULE: (0.128)(3.0_g_naiIs) Webs 2x4 SP #3 :W5, W7, W9 2x4 SP 12 N: TOP CHORD: 1 ROW @ 12" o.C. BOT CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS WEBS : 1 ROW @ 4" o.c. ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 54 PLF at -I.00 to 54 PLF at 51.00 IN EACH ROW TO AVOID SPLITTING. BC From 20 PLF at 0.00 to 20 PLF at 50.00 TC 166 LB Conc. Load at 7.06, 9.06, 11.06, 15.06, 17.06 120 mph wind, 15.00 ft mean hgt, ASCE 7.98, CLOSED bidg, not located 19.06, 21.06, 23.06, 2B.94, 30.94, 32.94, 34.94, 36.94, 38.94 within 4.50 ft from roof edge, CAT 11, EXP 8, wind TC Dt-5.0 psf, wind 40.94, 42.94 BC DL-5.0 psf. TC 165 LB Conc. Load at 26.94 BC - 465 LB Conc. Load at 7.00, 43.00 (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) BC - 75 LB Conc. Load at 9,06, 11.06, 15.06, 17.06, 19.06 scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be 21.06, 23.06. 28,94. 30,94, 32.94, 34.94. 36,94, 38.94, 40.94 same size, species, grade, and 80;t length of web member. Attach with 8C 82 LB Conc. Load at 26.94 0.1280" gun nails @ 6" OC. (A) iX4 #3 HEM FIR or better continuous lateral bracing to be equally In lieu of structural panels or rigid ceiling use purlins: to brace TC @ spaced. Attach with (2) Bd nails. Bracing material to be supplied and 24" OC, BC @ 24" OC. attached at both ends to a suitable support by erection contractor. WARNING: Furnish a copy of this DWG to the installation Contractor. Deflection meets L/240 live and L/180 total load. Creep increase factor Special care must be taken during handling, shipping and installation of for dead load is 1.00. trusses. See "WARNING" note below. TRUSS MAY NOT BE INSTALLED END FOR END. 6X6= 5X8= 6X6= 6X6= 6X6= 6]L:r r TS -'6 T1 W5 W7 W9 T �9-4-0 2X4111 6X6 3X6(A1) 6X6= 6X8- 3X4= = 3X6(A1) = ` 2X4 III 1.0 0 1 o-13-0-0 IE 12-1-10-� '� o 1 7-0-0 I 36-0-0 I_ 7-0-0 _1 50-0-0 Over 4 Supports >I R=676 U-213 W=8" R=2214 U-1032 W=8" R-3939 U-2004 W=11.313" R=1868 U-794 W-8" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:1 HI 1 E Scale "*WARNING"" TRUSSES REQUIRE EXTREME CARE 10 FABRICATION. HANDLING. SHIPPING, INSTALLING AND TC L L 20. 0 P S F R E F R O 8 1-- 532 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 1) -OFRIO DR.. SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO P E RF OR MI IS THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED i� P TC D L 7. 0 P S F DATE 0 2/ 0 3/ 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. rrr '_IMPORTANT"' FUN NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f(�'� tC%,A, BC DL 10.0 PSF DRW HCUSR081 03034098 PRODUCTS. INC. SHALL 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 ' (fS BC L L 0. 0 P S F H C- E N G J W C/ W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN �R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �� STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �, ' TOT . L D . 3 7 . 0 PSF S E Q N - 34849 EACH FACE OF TRUSS. AND UNLESS OTHERM1 SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER7— DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S/Di��-r•- D U R . F A C . 1.25 FROM P F Alpine Engulearcd Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33W COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24 . D " J R E F 1 R Z Z 08 1 _Z 0 4 FLCauficateofAuthorizabon#567 ANS17TP1 FOR ANY SECTION 2. T— nur_ noroAorn tune !`n AtO nT[D TNDIIT n nene R. OIMFNCTnMCI CIIRMTTTFII RY TRIISS MFR IDUDL/ - L)1J)U/0 LJO1D - DJ) 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 TC @ 24" OC, BC @ 24" OC. 0-6-3 y T 3X4 4X4= 120 bph wind, 12.01 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50'ft from roof edge, CAI 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. it o 10-0-0 I 10-4-0 _I 0-4-0 Over 2 Support *9-4-0 �3 R=747 U=231 W=4" R=812 U=292 W=8" PLT TYP. Wave TPI-95 Design Crit: TPI STU 6.13 QTY:5 HI 1 E - Scale =.3125" Ft. ALPINE Alpine Engineered Products, Inc. llaulesCity,FL 33M FLCadficateofAuthori2ation#567 ""WARNING`" TRUSSES REOUIRE EXTREME CANE. IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 10 HIB 91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY IDi (TRUSS PLATE INSTITLIIE. 583 O'ONOFNIO Ok.. SUITE 200, MADI SON. WI 53719). FOR SATE TY Pk ACTT CES PRIOR TO PERFORMING INFUNCTIONS. UNLESS O18ERWISE INDICATED, TOP CHORD SHALL NAVE PROPERt'V 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 N01 BE RESPONSIBLE FOR ANY 1)EVIA110N FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH iPl: 00. FABRICATING. HANDLING. SHIPPING, 1NSIALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NIT" APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AN MADE OF 20GA ASIM A653 Gk40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO PROFES51ONALCONNECTORS TNEUSEALNLESONTTHISHE IN IDRAN/NGTINDICATESSACCEP7ANCEPOSIT DRAWINGSEOF TR160 A_Z. AND ENGIWEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. �C F;IC/ y1TIFlG,, No.F"i#, *jp �� STATE OF /� OR f,�p� O`r /ONq Er TC L TC D B C D D C L TOT L L L L AD. 20. 7. 10. 0. 37.0 0 PSF 0 P S F 0 P S F 0 P S F PSF R E F R 0 8 1-- 533 DATE 0 2/ 0 3/ 0 3 D R W --R081 0 HCOSR081 03034092 H C - E N G J W C/ W P F SEQNEACH _ - 3481.2 r D U R • F A C • 1 • Z J FROM K C SPACING 24.011 JREF - 1RZZ081__Z04 c nnu rnuo IT— 1 TIT I I A,nC a. nIMr AlC IZHQMI T'T''I) PY TG if IC MiQ (nuozi - UIJ/U/U e,301t) - DL) Top chord 2x4 SP #1 Dense :T2 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 TC @ 24" OC, BC @ 24" OC. 0-6-3 y 3X4( 4X4= 4X6= 120Amph wind, 10.35 ft mean hgt, ASCE 7-98, CLOSED b)dg, not located within 4.50 tt from roof edge, CAT 11, EXP B, wind TC DL. 5.0 psf, wind , BC DL=5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor, for dead load is 1.00. T2 6 F— —j 6 8-0-0 3X4= 5X5= 81) 2X4(A1) R-747 U=208 W-4" I 8-8-0 I 2-8-0 I 9-0-0 _I 20-4-0 Over 2 Support PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 "WARNING"" TRUSSES R[QOIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER ID H18 9] (HANDLING INSTALLING AMD BRACING). PUBLISHED BY TPI (TRUSS PLATE I M511 TOTE. 583 D'OMOFRIO DR SURE 200. MAD150N. Wl 53I19), FOR SAFE IY DR ACT1Cf5 PR lOR 70 PC" OR MINI IHESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HA YE PROPERTY AT IAC HE0 SIRUC TUR AL PANELS. BOTTOM CHORD 5HALI. HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT"* FURNISH A COPY OF IHIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DE VI AI ION FROM 7HIS DESIGN: ANY FAILURE 70 BUILD THE TRUSSES IN CONFORMANCE NI IH 7P1: OM FABRICATING. HANDLING. SH IDPING. rNSi AL11NG ANQ ALPINE BRACING OF IRV5 SES IHIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SP(CIFICA110N PUBLISHED BY IHE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS7M A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSIIION CONNECIORS PER DRAWINGS 160 A1. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESP DRSIBILITY SOLELY FOR THE TRUSS COMPONENT DE S(GN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FL Certificate of Authorization # 567 ANSI/TPI 1 1995 SECTION 2. R=812 U=267 W-8" Y:1 HI 1 E - TC LL. 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC L.L 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" P-91 OWN Scale=.3125"/Ft. REF RO81--534 DATE 02/03/03 DR W FICLISR081 03034080 HC-ENG JWC/WPF SEON 34811 FROM MGK JREF 1RZZO81--ZO4 1G()r97 - TY141117r 912rip - Air) THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense :TZ 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 TC @ 24" OC, BC @ 24" OC. 4X8= 2X4III 120'nlph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DI=5.0 psf., #1 hip supports 7-0-0 jacks with no webs. Deflection meets L./240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4X8= T2 6 I— 6 800 2X4III 3X8= 5X5= 3X8(B1) = 3X8(B1) _ "I LL� 7-0-0 I 6-8-0 I 7-0-0 _l & C7 20-8-0 Over 2 Supports 1 R=1554 U=608 W=8" R=1554 U=608 W=8" it PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:1 HI 1 E - Scale=.3125" Ft. "*WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND I C L L 2 0. 0 P S F R E F R 0 8 1-- 535 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _. INSTITUTE. 583 D'ONOFR TO DR.. SUITE 200. ...SON, Ni 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED P F/,y T C D L 7.0 P S F D AT E 0 2 / 0 3 / 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 /CJ"� F+�* BC DL 10.0 PSF DRW HCUSR081 03034074 PR DO UC7S. INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ---- BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND p I ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNPA BC LL D.0 PSF HC_ ENG JWC/WPF SPECIFICATION PUBLISHED BY I AMERICAN FOREST AND PAPER ASSOCIATION) AMD TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEP7 AS NOTED. APPLY CONNEC10kS i0 •��.� T 0 T . L D . 37 .0 P S F S E Q N - 34844 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER z FROM-- - "'-- DRAWINGS 16IT A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �/I11R� D U R . F A C . 1 . 2 5 MG K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING S E E A B O V E J R E F 1 R Z Z 0 8 1_ Z 041 FL Certificate of Authorization N567 1 ANSI/TPI 1 1995 SECTION 2. b UbZ/ - U13/U/b 43b1b - rul) u DnT 7AIDHT n nAnc 2. IIIM[NCInMQI CIIRMITTFfT AY TRIIC4 MFR Top chord 2x6 SP 2400f-2.OE BoL chord 2x6 SP 24001-2.OE Webs 2x4 SP #3 :142, W4 2x4 SP #2 N: SPECIAL LOADS ------(LUMBER Dt1R.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at. 0.00 to 54 PLF at 13.92 BC From 20 PLF at 0.00 to 20 PLF at 13.92 TC 609 LB Conc. Load at 0.65, 2.65, 4.65, 6.65 BC 566 LB Conc. Load at 1.98, 3.98, 5.98, 7.98 BC 616 LB Conc. Load at 8.65, 10.65, 12.65 BC 557 LB Conc. Load at 9.98, 11.98 End verticals not exposed to wind pressure. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. Truss must be installed as shown with top chord up. 3-4-0 6X6= 3 X 4 III 2X4 III 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: I ROW @ 8" o.c. BOT CHORD: I ROW @ 4" o.c. WEBS : I ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 4X8= 3-4-0 9-4-0 i-w_=—— 13-11-0 Over 2 Supports R=4436 U=2113 W=8" R-4255 U-2057 PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:1 HI 1 E - Scale —.375" Ft. -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. MARBLING. SHIPPING, INSTALLING AND TC L L 20. 0 PSF R E F R 08 1 - - 536 _ BRACING. REFER TO HIB.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SU1 I 200. MADISON. WI S3719), FOR SAFETY PRACTICES PRIOR TO 11 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 'I P R/ TC ttV L 7. 0 P S F D A T E 0 2/ 0 3/ 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 ( � .Lis.'*. BC DL 10.0 PSF DRW HCUSR081 03034075 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYI ATION FkON THIS DESIGN; ANY FAILURE 10 *i BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ►� BC L L 0. 0 P SF H C- E N G J W C/ W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNQ' SPECIE IC ATION PURL 15XE0 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE (7 STATE L� .,% CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 3 7 . 0 P S F S E Q N - 34850 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �Ap`i�2t�R1o}="-- — DRAWiNGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i4�OAlAI U U R . F A C . 1 .2 5 FROM M G K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24 0" JREF - 1RZZO81_ZO4 FL Certificate of Authorization k567 ANSI/TPI 1 1995 SECTION 2. n iu[ucinuCl CIIDUTTTrII DY TDIICC MCD tube/ - U13/U/b L3bin - UL 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 TC @ 24" OC, BC @ 24' OC. 5X50 4X4= 5X5- 3,96 (-4X 4= —1 3.96 120 mph wind, 11.14 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L1240 live and L/180 total load. Creep increase factor for dead load is 1.00. 1 O F 9-4-0 i� 1 5 2 1 0° I 5-10-11 I I I 1-5-2 I 5-6-11 _I 15-4-0 Over 2 Supports R-627 U-271 W=8" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 ""YARNING"" TRUSSES IEOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HILT 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5113 D'ONOFRIO 1)R— SUITE 200. HAD ISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "•IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING DF iRUS SE S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIE ICAiION PUBLISHED BY THE AME0.ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON TNIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AID USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization # 567 ANSI/TP7 I t995 SECTION 2. R=561 U-203 W-4" TY:1 HI 1 E - TC LL 20.0 PSF TC DL 7.0 PSF 8C DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DURJAC. 1.25_ SPACING 24.0" Scale=.375"/Ft. REF R_081--537 DATE 02/03/03 DR W HCUSR081 03034086 I-IC-ENG JWC/WPF SEON 34828 FROM MGK JREF 1RZZ081_ZO4 11.-TTCn OV TDIICC MCD k9unef - U137U7U L3016 - Ulu) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L1240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4X4= 4X8= SPECIAL L04DS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 15.33 BC From 20 PLF at 0.00 to 20 PLF at 15.33 TC 56 LB Conc. Load at 2.33 TC 100 LB Conc. Load at 5.00, 10.67 TC 200 I.B Conc. Load at 6.37, 9.29 TC 114 LB Conc. Load at 7.83 TC 62 LB Conc. Load at 13.34 BC 30 LB Conc. Load at 2.33 BC 44 LB Conc. Load at 5.00, 10.67 BC 93 LB Conc. Load at 6.37, 9.29 BC 50 LB Conc. Load at 7.83 BC 32 l_B Conc. Load at. 13.34 1 O F 9-4-0 `� 1 2-3-15 I 4-0-9 I 2-11-0 I 4-0-9 11-11-15 I 15-4-0 Over 2 Supports R-1223 U=701 W=8" R=1183 U=664 W=4" 1P PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:1 HI 1 E Scale =.375" Ft. ""YARNING*' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC 11 20.0 0 P S F R E F R 0 8 1-- 5 3 8 BRACING. REFER TO NIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE -- in IT ITU iE. 583 D'ONOFRIO OR.. SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR 10 PERFOR WING THESE fUNCIIONS. UNLESS OT HERNE SE 1W0ICAf£D. TOP CHORO SHALL HAVE PROPERLY AIT ACHED �yP �/ T C D L 7.0 P S F D AT-E 0 2 / 0 3 / 0 3 SIR UCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY A17ACHED RIGID CEILING. �, T '"IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No �, BC DL 10.0 PSF DRW HCUSR081 03034083 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO - BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND .� W �t BC L L 0. 0 P S F H C- E N G J W C/ W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ALPINE _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE O' STATE CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO . �t(Y*: TOT . L D . 3 7 .0 P S F S E Q N - 34848 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON IHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING bNAt- D U R . F A C . 1.25 FROM KC Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4. 0 II J R E F 1 R Z Z 0 8 1._Z 0 4 Ft. Certificate of Authorization #569 ANSI/TPI 1 1995 SECTION 2. uiT - DY 10IICC MC0 (5UbZ/ - UIJ/U/b Z3blb - LI 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 TC @ 24' OC, BC @ 24" OC. VA R=629 U=275 W-8" 4X4= 15-5-0 Over 2 Supports 120'mph wind, 11.39 ft mean hgt, ASCE 7-98, CLOSED bldg, not, located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. {iA1111 R=566 U-208 0-5-11 1 —F *9-4-0 c� PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 OTY:4 HI 1 E Scale —.375" Ft. —WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20. 0 P S F R E F R 0 8 1-- 539 BRACING. REFER TO HIB'91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IF] (TRUSS PLATE INSII IUIC. 583 0'0 0FR10 OR .. SU1fC 100. MADI SON. W1 537i9j. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC71ONS, UNLESS OTHERWISE INDICAIID. TOP CNORO SHALL NAVE PRO PCRIY ATTACHED �i' :C/�` T C D L 7. 0 P SF D A T F 0 2/ 0 3/ 0 3 SikUCIURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. j�'�*y�� Y ';IMPORTANT' FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ti* BC DL 10.0 PSF DRW tic usEtoBt 030340£f2 PRODUCTS, INC. SHALL N01 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS QESIGN; ANY FAILURE TO *S -- BUILD THE TRUSS IN CONFORMANa WITH TPI: OR FASAICATIOG. HANDLING. SHIPPING 1IN ALLIX1 AND 1� BC L L 0. 0 P S F H C- E N G J W C/ W P F ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY 1HE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE $TAXI OF f CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY COMMIC70RS TO .,Et T 0 T. L D. 37 0 P S F S E O N - 34832 EACH FACE OF TRUSS. AND UNLESS DINE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER AQ ' FROM IE,D A 2. IWE SEAL ON iH15 DRAWING 1M0 CAT ES ACCEPTANCE OF PR OF ENGINEERING `r 1A1- ` D U R . F A C . 1 . 2 5 FROM MG K _ Alpine Engineered Products, I—. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS llailleS City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER SPACING 24 . 0 ° J R E F - 1 R Z Z 08 1_ Z 04 FLCeltificateofAuthorizaton#567 ANSI/TPI 1.1995 SECTION 2. (")Ubel - U1.5/U/b cJuib - L. n 1 nor n.— lnnu rnunnrcn 1Mo11T i, nn P LITMC AI I --III AI I'1 CIIDMIT"r Ff) FY TQIICC MFR 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 TC @ 24" OC, BC @ 24" OC. 4X4= 120'mph wind, 11.39 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.56 ft from roof edge, CAT 11, EXP B, wind IC DL=5.0 psf, wind BC DL-5.0 psf. Deflection meets L1240 live and L/180 total load. Creep increase factor for dead load is 1.00. T 1-10-3 1It 0 7-10-0 I 4-10-0 _I 2-9-0 _1 9 4 0 15-5-0 Over 2 Supports R-638 U-273 W=8" R-557 U=210 PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 OTY:1 III 1 E Scale =.375" Ft.. '*WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND f C L L 20. 0 P S F R E F R 0 8 1-- 540 BRACING. REFER i0 H1B91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY fPl (TRUSS PLATE ---- INSTITUTE. 183 D'ONOFRIO DR.. SUITE 200. MADI SON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD 'SHALL NAVE PROPERLY ATTACHED P �/ T C D L 7 . 0 P S F D A T E 0 2/ 0 3/ 0 3 SIR UCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PiOPER LY ATTACHED RIGID CEILING. � '--- ""IMPORTANT*• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �* BC DL 10.0 PSF DRW HCUSR081 03034018 PRODUCTS. INC. SHALL NOT HE RESPONSIBLE FOR ANY DE VIAIION FROM THIS DESIGN: ANY FAILURE TO *' _ BUILD THE IRUS5ES IN CONFORMANCE WI IN 1Pl: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND { BC L L 0. 0 P S F H C- E N G J W C/ W P F BRACING OF TkUSSE S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN '}¢� - A L P I NE SPCCIFICA11ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OFjv CONNECIORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO E A OR�w_:�„ TO f . L D . 37 . 0 PSF S E Q N - 34833 EACH DRAWINGSEOF 160 AAt4S AIHEID USEALSONTIHISIORAWINGLOCATED INOICATESSTHIACCEPTANCEOOFiPROPSIIONFESSICONNONALLRENGINPEREERING Ss/IONf►L1( _ p Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R • F A 1 • 2 5 F R 0 M M G K Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER S PACING 2 4.0 " J R E f 1 R Z Z 0 8 1 _.Z 0 4 FL Certificate of Authorization#567 1 ANSI/TPI 1 1995 SECTION 2. C� uI I C 11 - TDIICC AICD t5uoel - uls/uro cs010 - t.a lop chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs Zx4 SP #3 in lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. 04 = 120'mph wind. 11.39 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT Il, EXP B, wind TC DL=5.0 psi, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 2-10-3 IF,:� W C 3 7-10-0 I 2-10-0 I 4-9-0 _I 15-5-0 Over 2 Supports j R=638 U=267 W-8" R=557 U=219 3 PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:1 HI 1 E Scale —.375" Ft. ALPINE Alpine Engineered products, Inc. Haines City, FL 33844 FL Certificate of Authorization#567 —WARNING— TRUSSES REQUIRE EXTREME CARE 1N FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18.91 (HANDLING 1NSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1NST 1TUIE. 583 O'ONOF RIO OR.. SUITE 200, MADISON. W1 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 COIL ING. ""IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Dp 00 UC is. INC. SHAH N01 BE RYE SlBIE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD IHF TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE ICAlION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TP 1. ALPINE TO EACHCON k FACE SOFR TR U SSMADE AND OF OGA UNLESS OTHERWISE 4 LOCATED ONE THESEXCEPT AS NOTED. APPLY DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOIISIBTLITY SOLELY FOR INC TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IN( BUILDING DESIGNER. PER ANSI/TPI 1 1995 SECTION 2. R F �{�----"-- l�-Np iE`•* *) i¢ r � `. STATE OF L� p.,,,� S�OMAL T C L L T C D l.. 8C DL F3 C L L -- T O T , L.D . 2 0. 0 7.0 10.0 0.0 37.0 P SF P S F PSF P S F PSF R E F R 08 1-- 5 4 1 _ DATE 0 2/ 0 3/ 0 3 DRW HCUSR081 03034089 --.- H C- E N G J W C/ W P F S E Q N - 34834 D U R . F A C . 1 .25 FROM MG K SPACING 2 4.0 " J R E F - 1 R Z Z O 8 1__Z O 4 I L()r 77 - E1 I'2/I179 7ZG1R - 11I) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ITop chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt. Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. GEG= 120�mph w1rid, 14.64 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purllns: to brace TC @ 24" OC, BC @ 24" OC. �1 6F— —16 JET U 12-8-0 2 X 4 III 2X4(A1 = 2X4(A1) _ 3X8 III 3X8 III TIE 0-0) �5-0 0-5-0IH 7-6-0 I 7-6-0 _I 15-0-0 Over 2 Support R-609 U=334 W=3" R=609 U=334 W-3" C35) PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 OTY:2 HI 1 E - Scale —.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE BRACING. REFER TO T C L L 20 .0 P S F R E F R 0 8 1-- 5 4 2 DATE 0 2 / 0 3 / 0 3 'OROF R.. SUTE 20D. HAD ISON. NI 53119). FOR SAFETY PRACTICES PRIOR TO INSTITUTE. 5U3 D'ONOFI10 D PERFORMING THESE FUNCTIONS. UNLESS OT HE RNII INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING.T"1tFT-ryT�.'% —IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRON THIS DESIGN; ANY FAILURE TO •(�}i �? *' N0 .R. T C B C D L D L 7 . 10. 0 0 PSF P S F D R W HCUSROBI 03034091 _ H C E N G J W C/ W P F ALPINE BUILD THE TRUSSES IN COMF OR MANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 B C L L 0.0 P S F S E O N - 34835 --- SP ECIFICATIOM PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2DGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O ; STATE OF ; '�, ALZQpt�I� �..... T 0 T . L D . 37.0 P S F D U R . F A C . 1.25 -- FROM M G K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SDITABILITY AND USE OF THIS SPACING 2 4.0 " J R E F - 1 R Z Z 0 8 1 _ Z 0 4 Barnes City, FL 33844 FL Certificate of Authorization # 567 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 1 ANSI/IPI 1 1995 SECTION 2. SUbZ/ - U1S/U/b Z3b115 - tIZJ rn„—Trr, i-- tl A— P nTUCUCinAICt c11AMTTTcn QV T010Zr MFR Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4-0-3 4X4= 120'mph wind, 14.64 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace IC @ 24" OC, BC @ 24" OC. 2X4 III 0 I I �1-8-0-� L 6-10-0 I 7-3-12 _1 14-1-12 Over 2 Supports 3-9-5 rla *9-4-0 R=616 U-357 R=S82 U-322 W-3.5" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:3 HI 1 E - Scale =.375" Ft. ALPINE Alpine Engineered Products, Inc. Haines City, Fl, 33844 FL Certificate of Authorization #S67 *"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 INSTITUTE. 583 D'OMOF RIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAMELS. 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 NOTBE RESPONSIBLE FOR ANY DEVIATION FROM IN IS DESIGN, ANV FAILURE TO BUILD THE TRUSSES I CONFORMANCE NITN TPI: OR FABRICATING. HANDLING. SNIPPING. 1NSTALLIMG AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1996 SECTION 2. �S P !C�A`. T/' 1(`� -.fi'y % cL`� *� ' % �R jLl p STATE OF "-RS`. �ONA'1- T C L L T C D L BC DL BC L L T 0 T . L D . 2 0. 0 P S F 7.0 P S F 10.0 PSF 0.0 PSF 37. 0 P S F R E F R 0 8 1-- 543 DATE 0 2 / 0 3 / 0 3 -..........- DRW HCUSR081 03034088 H C - E N G J W C - / W P F S E Q N - 34836 D U R . F A C . 1. 25 FROM MG K _ SPACING 2 4 . 0 " J R E F 1 R Z Z 0 8 1 _Z 0 4 ,)Ob'e 1115111/b ZSbIb - 11,$b r ...� ....r nnrn.nrn rnn.. rn..n��rrn r.in..r .� n, nc o niu[ucinuci --i TTCn QV TDIIGC MCO Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: #1 hip supports 7-0-0 jacks with no webs. 120.mph wiryi, 15.00 ft mean hgt, ASCE 1-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 pst., In lieu of structural panels or rigid ceiling use pur•llns: to brace TC @ 24" OC, BC @ 24" OC. (Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4X4= 4X4= 6 F— --j 6 12-8-0 3X4 2X4 (A1 2X4 0 2X4 (A1) = 3 X 8 III 3 X 8 III 11-0-CO --3-9-6 50 0-5 CnC11 E � � � 1 7-0-0 I looI 7-0-0 _I �5G 15-0-0 Over 3 Supports R.=393 U=248 W=3" R-910 U-401 W=4.243" R=825 0=439 W-3" PLT TYP. Wave TPI95 Design Crit: TPI STD 17.3s _ RTY:1 HI 1 E - Scale -.375" Ft. r ALPINE Alpine EngLneered Piodncis,]XIC. Haloes ity,FL 33844 FLCeTEIfiCateOfPOrtILOLXrrtloni1567 "WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TD H18 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OMOFRIO DR., SUT TE 200. MADI SON, W1 51719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S74UCTURAL 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 NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE MI1N TPI: OR FABRICATING. HANDLING, SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVI510N5 OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY IHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALV. STEEL, EXCEPT AS NOTED APPLY CONNECTORS TO PROFESSIONALRS PER ACCEPTANCEPOSITION INDICATESTHIS 18EUSEALSONTTHISIDRAWINGSE LOCATED IRAWINGSEACH EOF 160 ARZ. AND ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ PI I-1995 SECTION 2, P ��y i•,4�'� *j No %* .,�p NCR 1¢ +Y�' STATE OF . I — •.'�\ sS tR1- TC L L T C D L BC DL pp U C L.L TOT . L D . 20 .0 7. 0 10.0 0.0 37. 0 P S F P S F PSF PSF P S F R E F R 0 8 1-- 544 D A L E _ 0 2/ 0 3/ 0 3 DRW HCUSR081 03034103 H C - E -- N G J W C / W P F S E 0 N - 10778 D U R . F AC . 1 .2 5 FROM M C W SPACING S E E ABOVE J R E F 1 R Z Z 0 8 1 _Z 0 4 T, nur ncrn.0rn 1— rn 011TCD IND11T n TIATIc k.. TTIMCNCTTINCI VIRMITTFTI RY TRIJiS MFR p utizt-LI131ulo f35010 - no/") 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 TC @ 24" OC, BC @ 24" OC. IISub-fascia beam assumptions: 4-0-0 sub -fascia beam on the 0-7-1 cantilever side. 4-0-0 sub -fascia beam on the 0-7-1 cantilever side. PROVIDE ( 3 ) 16d TOE -NAILS AT TOP CHORD. PROVIDE HANGER OR SPECIAL CONNECTION AT BOTTOM CHORD. 0-4-3 3X4 (A1) L<l -s -o 0-10-0 8-10-9 _I 120 mph wind, 15.00 it mean hgt, ASCE 7-98, CLOSED bidg, Located anywhere in roof, CAT It, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf., The following trusses need concentrated loads at the end of their overhangs: 3-0-0 span/setback member on the 0-7-1 cant side requires 21 lbs and the 3-0-0 span/setback member on the 0-7-1 cant side requires 21 lbs. Hipjack supports 6 11-8 setback jacks w/vert over bearing only. 0-7-1 cant one face, 0-7-1 cant opposite face. 16 2 4 R-213 U=183 *12-8-0 3-9-15 9-10-1 Over 3 Supports J R=113 PLF U=57 PEF W=3-2-0 R=239 U=180 PLT TYP. Wave TP195 Design Crit: TPI STD 6.13 QTY:2 H] 1 E - Scale I ALPINE Alpine Engineered Products, Inc. HatnesCity,Fl, 33844 FL Certificate ofAuthonzationt/567 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. kEFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSIIU TL, 583 D',NOFk10 DR., SUITE 200. MADISON, NI 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. ""1MPORrANT•" fURNISM A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. S. iWC. SHALL NOl DE RESPONSIBLE fOR AXY DEVIATION FROM IHiS DC SI GN: ANY FAILURE 10% BUILD II TRUSSCS IN CONFORMANCE WI TN TP1: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OixERXISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A2. TXE SEAL OM THIS DRAM NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PAR i1CULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI/IP1 1-1995 SECTION 2. y�ER ►'. Fj ,r.�TIFI .. '( � �• * STATE OF ,t ',> .. -u% I C L L TC D L BC DL BC L L TOT .1-D. 20.0 1 .0 10.0 0.0 37.0 P S F P S F PSF P S F P S F E F R 0 8 1-- 545 _R D A T E 0 2/ 0 3/ 0 3 DRW --- _ HCOSR081 03034102 ----- H C- E ------ N G J W C/ W P F S E Q N - 10791 --" U R . F A C . 1 .25 -. FROM M C W - -- _ ___D SPACING SEE ABOVE JREF - 1RZZ081__Z04 kDUOC/ - U1-5/LITD cJDID - L0/L/ — C nur nD[neDrn -- rnuonTrD IAIC-T /I nAnC t nTMr MC IftNCt C I I ILMI i I IT PY TR II 11 MFR Top chord 2x4 SP #2 N But chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. 2X4 (.._I 2 X 4 * 4 X 4,�� 3-10-3 120+mph wi0d, 11.43 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT i1, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 9-4-0 L--1-8-8->j Le7-0-0Over 2 Supports R-106 PLF U=39 PL.F W=4-7-8 R-30 U=219 ILT TYP. Wave TPI-95 Design Crit: TPI STU 6.13 QTY:1 HI 1 E - Scale =.375" Ft. A L P I N E � Alpine Engineered Products, Inc. Haines City, FL 33844 FLCertificate ofAuthorization 4567 '*YARNING'- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO Nib 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTIIDIE. 583 O'ONOFRIO D0.., SUITE 200. MAD 1501 NI "119). FOR SAFETY PRACTICES PRIOR 10 PE RF ORMING 1 SE FUNCTIONS. UNLESS OTHERWISE I OICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S IR UCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.•wgT,e '*IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR 00 UCI S. INC. $HALL NOT BE Rf SPOMSIBIE FON ANY Of YIA1 ION FP OM 1HiS DC SIGN, ANY FAILURE 10------- BUILD THE TRUSSES IN CONFORMANCE N1TH TPI: ON FABRICATING. HANDLING. SHIPPING. INSTALLING AMDI, BRA C f NG OF IROSSE S. THIS OE Sl GM CONFORMS WITH APPI (CABLE FROM SIOMS OF NDS (NATIONAL DIST N 5PE{IF ICAi IOx PUBLISHED By IxE AMER 1C aM FOREST AND PARER ASSOCIATION) AND TVI. ALV1xE CONNECIORS ARE MADE OF 20GA ASIM A653 GR40 GALY. STEEL. EXCEPT AS XOTED. APPLY CONNECiONS 70 EACH FACE OF IR US S. AND UMLES5 OTHERWISE LOCATED ON IHIS DES IGx, PUS111ON CON NECIORS PER DRAHiNGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN THE SUIIABIII)Y AMD USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1ANSI/TPI 1-199, SECTION 2. --- -- P , / ! V c- �* YY//Ll// ++ STATE OF ?`� �3a. � �f.` +++...-"1+' ��NA�-� TC T C BC BC T 0 T L L D L DL L L . L D . 2 0. 0 7. 0 10.0 0. 0 3 7 . 0 P S F P SF PSF P S F P S F R E F R 08 1-- 546 DATE 0 2/ 0 3/ 0 3 DRW HCL)SRORI 0303408S H C- E N G J W C/ W P F — — S E Q N - 34838 ------------ ---1----------- Dl1R. FAC. 1.25 -------- FROM MGK SPACING 24 . 0" J R E F - 1 R Z Z 0 8 1 _ Z 0 4 tDUDC/-L11J/U/o LJOID - LJ/I „, Ic 1 nnc I— In rI....T I, f nTMC MC IAf C1 CII91MI TTrfl A TR IiIr, MFR ITop 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 TC @ 24” OC, BC @ 24" OC. 2X4 { _, 2X4 III 2 X 4 III 3-10-3 120 mph wird, 11.43 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft. from roof edge, CAT 11, EXP B, wind IC DL=5.0 psf, wind BC D1.=5.0 psf. Right end vertical not exposed to wind pressure. Deflection meets L1240 live and L/180 total load. Creep increase factor for dead load is 1.00. � 9-4-0 LC-1-8-8->j --7-0-0 Over 2 Supports— > R=352 Ua180 W-3.5" Ra166 11=180 41 PLT TYP. Wave TPI95 Design Crit: TPI STD 6.13 QTY:1 HI 1 E - Scale =.375" Ft. c ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 F1.CertiftcateofAuthorization #567 **YARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER 10 HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSI 17U1C. 583 O'ONOFRIO DR- SUITE 200, MADISON. MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED�p�7%'' STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TM TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B0. AC ING OF iRUSSf S. THIS OESIGM CONFORMS NITH APPLICABLE PgOV 1510N5 Of NOS (NATIONAL DESIGN SDf Cif IDAIION PUBLISHED BY THE AMERICAM FOREST AND PAGER AS OCT 10N) AND IPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GRAD GALY. STEEL EXCEPT AS NOTED. ADPIY CONNELTORS TO EACH FACE OF Tk USS. AND UNLESS OTHERWISE LOCATED ON THIS Df SIGx, PO SIlION CONNECTORS PER DRAWINGS 16D A-2. 1HE SEAL ON THIS OR WING INDICATES ACCEPTANCE OF PR IS ORAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI(TPI 1 1995 SECTION 2 p F/ y :4A�j- fNDL �ti,�. *i .ice t� �^� ♦'J*.* STATE OF . �O 'S ......-'G� st' A� T C L L T C D t. BC DL. B C L L T O T . L D . Z O.O 7.0 10.0 0.0 37.0 P S F PSf PSF PSf P S F R E f R 0 8 1-- 547 DATE 0 2 / 0 3 / 0 3 DRW HCUSR08i 03034101 H C - E N G J W C / W P f S E Q N - 35545 ------ -- --- D U R . F A C . 1 .25 ------- FROM MG K S P A C I N G 2 4 .0 " SPACING J R E F 1 R Z Z 0 8 1_ Z 0 4. SUbL-/ - UI.5/u/b L3010 - 1_070) T, n,11 nn rn, nrn "I'll rnMni,i Cn ,_.T ,in r,C G nI ME MCI 11MCI CHQ. I TTr II GV TD11CC MCP Top chord 2x4 SP #2 N Sot. chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purltns: to brace TC @ 24" OC, 8C @ 24" OC. PROVIDE ( 2 ) 160 COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED Al BOT CHORD. 2X4I 2 X 4 III 11-10-4 R-52 U=180 9 4-0 9= RU=180 120 mph wini, 10.93 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP 8, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 2-10-3 L-C-1-8-8-1.-3-4-4—� �_5-0-0 Over 3 Supports R-308 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale -.375" Ft. ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FLCenrficateofAuthorization #567 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H18.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR .. SUITE 20D, HAD SON, MI 53719). FOR SAFETY PRACTICES P0.10R 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 NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEq CONNECTORS ARE MADE OF 20G4 ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH IRAVINGSEI 0 AR ISS' AND THEU SEALSONT THISESE DRAWIINGTED ON INDICATESSACCEPTANCEPROFESSIONA 0OF TION LRS PER ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AID USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 1 ANSI/TPI 1 1995 SECTION 2. --- — fN F .�J. / .j�.5�� Y *c'_ J �iR. cjA of . � ONAL TC L L TC D L BC DL BC L L T 0 T . L D . 2 0. 0 7.0 10.0 0. 0 37 .0 P S F P S F PSF P S F P S F R E F R 0 8 1-- 548 DATE 0 2 / 0 3 / 0 3 -- DRW 11CUSR081 03034099 H C- E --- N G J W C/ W P F S E O N - 34840 D U R • F AC . I • 2 5 FROM MG K S P AC I N G 24. 0" J R E F - 1 R Z Z 0 8 1 _ Z 0 4 bubZ/ - L)1,5/U/b ZjOib - LJJtS) -..... -1.1 nnr "' rnn.. rn..n_ run„T r, In, o nrucuclnucl i 0MTTTCn GV T011CC MCA Top Chord 2x4 SP #2 N Sot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, SC @ 24" OC. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 2X4 III Rs-49 U=180 1-10-3 9-4-0 R--62 U=180 2X4(Al) 2 X 4 III 120'mph wind, 10.43 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP 8, wind TC DL=5.0 psf, wind BC DL=5.0 psf., Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. �-_-1-8-8->J_<1 4-4>1 3-0-0 Over 3 Supports R=333 U-180 W=3.5" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:1 HI 1 E - Scale ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of Authonzation 4 567 "*WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 10 H1"1 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INS( IT UTE. 683 O'OXOFRIO DR.. SUITE 200, MADISON. NI 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 ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECtf (CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTH A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCAT EO ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI7TPI 1 1995 SECTION 2. F:�/ Sl MD. •* *�-- p �LL� 0; STATE OF 1 y t,. wRI?:� �OP1A1- TC L L TC D L BC DL BC L L T 0 T . L D . 20.0 P S F 7.0 PSF 10.0 PSF 0.0 P S F 37.0 PSF R E F R 0 8 1-- 549 DATE 0 2 / 0 3 / 0 3 DRW HCUSROBI 03034100 H C- E N G J W C/ W P F S E Q N - 34841 D U R . F A C . 1.25 --- FROM MG K SPACING 24. 0" J R E F - 1 R Z Z 08 1 _.Z 04 (nuuzf - UI,5/u7D LJ0113 - I -DI) TUTC nUn UDCDADCn ConM rnMD11TF0 7MQ1;T nOAnC R DIMFNSIONSI SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N iIn lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. REFER TO HCUSR081 011310243 & 01310190 FOR PIGGYBACK DETAILS. 120 Aph wind, 8.76 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL-5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor Tor dead load is 1.00. y � ) 6 f— 3X4 - 3X4 2X4(D1) = --1 6 0-3-8 2X4(Dl) = 0-3-8 —F * 8-0-0 f 1-10-8 I 4-3-0 I 1-10-8 _f ---8-0-0 Over 2 Supports R=296 U=180 W=3.5" R=296 U-180 W-3.5" PLT TYP. Wave TPI-95 Design Crit: TPI(STD) 6.13 QTY:2 HI 1 E - Scale ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL CertifIcate of AUtholizalon # 567 •"WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 819 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR.. SU11E 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO P ERFORNING THESE FUNCTIONS. UNLESS OT HERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, Do IT CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "•IMPORTANT"• FURNISH A COPY OF THIS DESIGN TO THE IN ST ALLAiION CONTR AC TOA. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING., INSULLING AND BRACING OP TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 Ivl. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. �p mil"• P R/ "✓rS:Fl r""-": . *j fNN t`Lk 1¢ IV 1 �� • ttI S C R 0 bNAL TC L L i C D L BC DL f3C LL _ i 0 T . L D . 20.0 I.0 10.0 0.0 3 7 . 0 P S F PSF PSF PSF P S F R E F R 08 1-- 5 5 0 DATE 0 2 / 0 3 / 0 3 DRW HCUSR081 03034016 -- -- HC-ENG JWC/WPF _ _ S E Q N - 3 4 84 2_ --" D U R . F A C . 1.25 FROM MG K SPACING 2 4. 0" -- J R E F - 1 R Z Z 0 8 1 _Z 0 4 SUbI/ - UI,5/L)/b Z,5bIB - td/I7) 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 TC @ 24" OC, BC @ 24" OC. 2 X 4 III 3X4 ( _ 3-10-3 120 mph wind, 11.43 ft mean hgt, ASCE 7-98, CLOSED bidg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DLS5.0 psf. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor Tor dead load is 1.00. 9-4-0 L-1 - 8 - 8-Bi-J LE7-0-0Over 2 Supports R-352 U=180 W=3.5" R=166 U-180 PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 OTY:5 HI 1 E - Scale =.375" Ft. ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 F1.CatiflcateofAuthmzation#567 "*WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10014018 -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1WSTI TU TE. `.83 O'XFRIO OR.. 5U1 TE 200. SE IKON. Y1 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FOXCIlOWS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCIURAL PANELS, BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. ""IMP0RTAHI_ FUR WISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDrle'• PR OD UC iS. INC. SHALL NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY IHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2DGA ASTM A663 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. -...._.... P �/ �r�"Q.Z I�:�{' */ %�• L* j Epp r tl[A jL t�+" $TATEFiF ;ems Op�� l� $� ��... T C t. 1. T C D L BC DL BC LL TOT. LD. 2 0.0 7 .0 10.0 O.O 37.0 P S E P S F PSF PSF PSF R E F R 0 8 1-- 5 5 1 DATE 0 2/ 0 3/ 0 3 --------- DRW Hcuseoel 03634011 HC END JWC/WPF SEON - 34861 - ------ D U R . FAC . 1.25 — FROM MGK SPACING 2 4 . 0 " J R E F - 1 R Z Z 0 8 1_ Z 0 4