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143 Magnolia Park Trl 03-1484 SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY PHONE NUMBER ELECTRICAL CONTRACTOR�.- MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR F2433T ui: MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE t7 • t7 SUBDIVISION %Note PERMIT # • DATE PERMIT DESCRIPTION PERMIT VALUATION %3lo#6 SQUARE FOOTAGE 31ft a 0 City of, Sanford Certificate of Occupancy This is to certify that the building located at 143 Magnolia Park Trl for which permit number 03-1484 has heretofore been issued on April 07, 2003 and 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 New Single Family Residence -Model Conversion subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: D Brouthers 12/22/06 Engineering & Planning: D Richards 12/22/06 Public Works: M Watson 12/21/06 Utilities: R Blake 12/21/06 Fire Department: D R Horton Q�a' m, .; 12/27/06 Property Owner Building Official m Date BP21OU01 CITY OF SANFORD Application Miscellaneous Information Maintenance 12/27/06 14:15:12 Application number . . . . 03 00001484 Parcel Number . . . . . . 18.20.31.-0000-1230 Address 143 MAGNOLIA PARK Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information HISB 4/07/03 Y ************MODEL HOME*************** _ HISB 8/31/06 Y converting sales office back to _ HISB 8/31/06 Y garage,treated as a revision HISB 12/21/06 Y CO SIGN OFF: _ HISB 12/21/06 Y P&Z: DR 12.22.06 HISB 12/21/06 Y PW: MW 12.21.06 HISB 12/21/06 Y Util: RE 12.21.06 HISB 12/27/06 Y final f/s on file F3=Exit F6=Add F12=Cancel Bottom U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE UM8 No. 1660-0008 Federal EmergenSy Management Agency I Expires February 28. 2009 National f'iood#lnsurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name D.R. HORTON Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 143 MAGNOLIA PARK TRAIL City SANFORD State FL ZIP Code32773 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 123, MAGNOLIA PARK A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage 484+/ sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b 2 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 1 SEMINOLE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index 67. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO045 E 4/17/95 4/17/95 A,X 30.30' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe) BRISKEY & ASSOCIATES ENGINEERS, INC. Bl 1. Indicate elevation datum used for BFE in Item 69: 0 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 ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized SEMINOLE COUNTY Vertical Datum NGVD'29 Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 42.1 ® feet ❑ meters (Puerto Rico only) 53.3 ❑ feet ❑ meters (Puerto Rico only) NN/A. ❑ feet ❑ meters (Puerto Rico only) 41.7 ® feet ❑ meters (Puerto Rico only) 41.5 ® feet ❑ meters (Puerto Rico only) 421 ® feet ❑ meters (Puerto Rico only) 41.2 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information 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. ® Check here if comments are provided on back of form. 9 7 Certifier's Name: JAMES JAY JILES License Number: 4997 Title: PROFESSIONAL SURVEYOR & MAPPER Company Name: AMERICAN SURVEYING & MAPPING, INC. Address 1030 N. ORLANDO AVENUE, STE. B City WINTER PARK State FL ZIP Code 32789 Signature 12/26/06 Telephone FEMA Fo 8l-3l,,,0e'0a42006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 143 MAGNOLIA PARK TRAIL ! .. City SANFORD StateFLZIP Code 32773 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM; MACHINERY DESCRIBED IN C2-E IS AN A/C UNIT nature Date 1 Check here if attachments SECTI9)4 E - BUILVNCyELWATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued ( G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: -❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/Qr Bldg. No.) or P.O. Route and Box No. Policy Number t l� rz� City san � ^ �r State �� ZIP GCZO� Company NAIC Number 1� If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. i AS RECORDED IN PLAT BOOK 63, PLAT OF SURVEY DESCRIPTION: (AS. FWRNISHED) LOT 123, MAGNOLIA PARK PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA PC 1" a 30' m& 5CA 0 15 30 I PT 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 12/13/06. 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. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 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 ON FIELD DATE:) 4/3/03 REVISED: SCALE- 1" a 30 FEET APPROVED BY. WRM UPDATE 12/13/06 A JOB NO. ASM39995 FINAL 10-9-03 FORMBOARD 4-24-03 C(B FOR THE BENEFIT AND EXCLUSIVE USE OF: D.H.I. TITLE OF FLORIDA. INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK ZAHRA ALL00 DHI MORTGAGE COMPANY, INC. 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). rrs J o0 06, 12g 0• LEGEND Q FND Isc B + 71"4A6ILA(2 • — • — • — BUILDING SETBACK UNE ® FND 1 2" IRON ROD AND CAP — — CENTERLINE LB 05393 (12/13/De) — — RIGHT OF WAY LINE ® FND 1/ " IRON ROD EXISTING ELEVATION NO ID. �12/13/08) A/C AIR CONDITIONER A DENOTES DELTA ANGLE (P) PER PLAT :•:r'�r" CONCRETE PC DENOTES POINT OF CURVATURE C CHORD LENGTH PCC POINT OF COMPOUND CURVE C.B. CHORD BEARING PCP PERMANENT CONTROL POINT CBW CONCRETE BLOC( WALL PI DENOTES POINT OF INTERSECTH CNA CORNER NOT ACCESSIBLE PK PARKER KALON CP CONCRETE PAD POC POINT ON CURVE CS C0bCRE1E SLAB POL POINT ON LINE C/W CONCRETE WALK PPNE PRIVATE PERTUAL NON—EXC.US F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY PRO DENOTES POINT OF REVERSE CI FND FOUND PRM PERMANENT REFERENCE MONU FPL FLORIDA POWER AND LIGHT PSM PROFESSIONAL SURVEYOR AND ID IDENTIFICATION PT DENOTES POINT OF TANGENCY L ARC LENGTH R RP RADIUS RADIUS POINT LB LICENSED BUSINESS S/W SIDEWALK LS LICENSED SURVEYOR P TYPICAL (M) MEASURED U UTILITY PAD CHU OVERHEAD UTILITY LINEUP AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER (PARK, FLORIDA an a. aannn?7p,7zB?;7,r)& 7) 426-7979 THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIONATURIE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER. .� p I�/i •/ —7 / zj� /� 4 FOR THE FIRM JAMES JAY ALES PSM #4997 DATE CITY OF SANFORD PERMIT APPLICATION +(• G t 1`1•�-1 S M yk,, r }s r Permit # : L/ 0 - Job Address j Description of Work: Historic District: _ - — - -Mum, Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poctl Electrical: New Service - # ofAMPS Addition/Alteration Change of Service Tempor"aiy Pole __, ar. MechanicResidential ✓j Non -Residential Replacement New (Duct Layout & Energy Cali Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W 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 fnr other than X) Parcel #: I (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: _ Contractor Name & Address: �.1H BEATM & AM C M. ate License \: lrJlumber: - "'� UW - /. Phone & Fax: T a bet if 81?�i T'i ? /"+T?Xl�riac P tiF V G% V- Bonding Company: _ Address Mortgage Lender: Address. 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 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 ne in co liance with all applicable: ir.w;: rcj�ldating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO ENCE ENT MAY RESULT fN YOUR PA VING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FiNANCIN , CONSU T 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 re 'ctions appli to this ope at y be found in the public records of this county, and there may be additional permits required from other govemmen entities such ter age t di 'cis, state agencic5, of federal agencies. Acceptance of permit is verification that I NCI I notify the owner of the prope of the re ' ments of o ' Lien FS 713. ^ Signature of Owner/Agent Date Signal of Conmactor (late Print Owner/Agent's Name Prirg Contractor .Agent's Nam Signature of Notary -State of Flonda Date Signature of No_-y-Slate of Honda Date Owner/Agent is __ Personalh Known to Me or Contractor/Ae:.: Personal., Known to Me or _ Produced ID -- Producrc AI111LICA1 ION APPROVED BY: 131dg: _ Zoning Lr. :::. _ FD: _ Initial & Date; (Initial & Dale) r&,� WRINDA C. TURNER 1pccial Conditions IDD 212&gaEXPIRES: June 14, 20Wnded rw Notary Pub. c undurwr rers 5-01=-203 7 : 0 )AM F iduM wcro'.ra. .,, .irr.yw+.ne<rr•r:,.,. ,,.,•,.u,... ,......,,.. ,..,,;..... CITY OF SANFORD PERMIT APPLICATION Permit z : rff Datt. r IBCLri i t2c ^ '3 Job Address ( C Description of Work: h t C C\ twlorli Y+lue of work: S Permit Type,. Building—_ Elcvirical . � Mechanical Plumbing fire Spookier; Alarm Pool Electrical: New Service - tt of AMPS 5 Addition/Alteration Change of Smicc __ Temporary Pole Mfthsnical: Residential ^_ Non -Residential Replacement New (Duct Layout & Energy a1c. Required) Plumbing! New Commercial: a of Fixtures Is Of Water & Sewer Lines N of Ods lines — Plumbing Repair - Re>idential or Commercial Plumbing/New Residential: k of Water Closels _ Occupancy Type: Residential l- Commercial industrial Total Square Footage. _ Construction Type, p of Stories: is of Dwelling Unib: Flood Zone: , (FENIA form rtquirud for other than x) Pared a Blvd (Attach Proof of Ownership at Legal Description) r Owncra Namt & rAddreaa: 1 V r L.. 3 Phone. ^ % C- Con[raetnr Fame &Address: �—�/'�-r-s -- I I / C 2, -2 % W 4- state Llccnse Numher Phone & Fax �-- '-f�--y- 44 - - Contact Person DSonding Cnmpany Addre.r _ Morlgagt Lender. - Address: ArehiltYVEnginter: __ Phone Fax Addrtaa: -- Application is hereby made to obtain a permit t„ do the work and installations as indicated. I certify that no vnnk or installation has comrnenctd prior to Inc issuance of a permit and that all work will be porformod to meet standards of all laws replating wnswciion in this jurisdiction. I un4mcand thus a separate permit must be secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. t�WNFR'S AFFIDAv IT: l certify that all of the foregoing information is accurate and that all w%irk will be done in compliance wide all applicable laws reguianng construction and toning. 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 FTNANCUIC, CONSULT WrT'H YOUR LENDER OR AN ATTORNEY BEFORE R6C:0RDIN0 YOUR NOTICE OF COMMENCEMENT NOTICE: In addition to the requirements of this; permit, there may he additional restrictions applicable to this propatty that may be found in the public rctiords of this county, and there may be additional permits requirod from other govommcnal cainha such as water management dismctt, state agencies, or icdcrai abcnc res. Ac4:eptance of permit is vchtleation ih;ii I will notify the owner of the property of the requyueme ,of 1:1 Lien Fs Signature of Owner/Agent Uaic Signature of ContnetnriAEcni Date V LCkpS Print Owner/AKcnt's Name Print Cuntr4,or/Acni's Na Sit nature of NWary-Burr of Florida031t; Signature oc tit HoriJa Uutc �iwn�r/AQax is .— 1,viunpnv Known to My ui t,bntraetnr/A;^cot I,, V Ycnru,a•ly Known IV Mr w - P,cduc,,i it) Yrudu%dQ II) _ •— AN'LJ Alit)\ AI'PI(OVH) (lY Illd-- �\*�;c 1 i• I ) (imiiai & Date) tln.1,3: n, Odic)l (n t.r 1. Ihtc FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on aaaes 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME D.R. HORTON O.M.B. No. 3067-0077 Expires July 31, 2002 i For Insuranoe Company use: Policy Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I 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 123, MAGNOLIA PARK (NOT RECORDED YET) BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( #No - ##' - ##.#if' or ##.#####� ❑ NAD 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 SEMINOLE FLORIDA 64. MAP AND PANEL 85. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER. 136. FIRM INDEX DATE EFFECTIVE/REVISED DATE 138. FLOOD ZONE(S) (Zone AO, use depth of flooding) 0045 E 4/17195 4/17/95 A, X 40 B10. 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 SECTION "D & E" B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. 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 diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph,) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a� 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) 42. 1 ft.(m) o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) . WA. ft.(m) y �'- o o d) Attached garage (top of slab) WA: ft.(m) E o e) Lowest elevation of machinery and/or equipment t. servicing the building (Describe in a Comments area) NIA. ft.(m) n. E m- o 0Lowest adjacent (finished) grade (LAG) N/A. ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) WA. Ito) o h) No, of permanent openings (flood vents) within 1 ft above adjacent grade 0 o r) Total area of all permanent openings (flood vents) in C3.1-i 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. 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 SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH SjREjTrpTE.1 W I KA ORLANDO FL 32801 SIGNATUREJ, t I DATE TELEPHONE A L FIAT I 1 i 4116103 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number )0= MAGNOLIA PARK TRAIL CRY STATE ZIP CODE I Company NAIC Number I FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. COMMENTS FINISH FLOOR ELEVATION WAS PROVIDED BY THE SURVEYOR FROM CONSTRUCTION DRAWINGS FOR THE PROPOSED PLAT OF MAGNOLIA PARK (NOT YET RECORDED)'LOMAR REVISION IS IN PROGRESS'.DRAWING FROM BRISKEY & ASSOCIATES, FLOOD LEVEL DATA PROVIDED SHOWS BFE 40'. 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 building is 42 ft.(m)1 in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are corned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date 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 FEMAassued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS 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 NARYOK MORSE, CLEAT( OF CIRCUIT COURT BENINOLE COUNTY BK 04775 PG 1599 CLERK'S * 2003059914 AECOM 04/10/2M 10:52:22 AN RECORDING FEES L 00 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.RLHoInc. 0 by:. &son`.,Assistnt Secretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 WRobert A. Lawson Assistant Secretary of D.R. Horton, Inc.�aware Corporation, on behalf of the corporation. /She is personally known to me. Notary Public, State and County Aforesaid OPFICIAL R ' '-AL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP, JULY 26,2006 t a ure Notary Seal r,EtTME0 COP' MARYAN1415 M0100 CLWY, OF Cl1 "'T W1*V SEMINOLE�COUN� •_FLiiNW I' Y s CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: i i Date: The undersigned hereby applies for a permit to install the following plumbing: Owners Name: � , (z `� ' �"'-` n C Address of Job: IZ3 (,-\a5, P1&,.+ ' 1-�,3 i`1a-,r—):w Pc-.--k -Tr Plumbing Contractor. ADVANTAGF Me P.O. BOX 620027 Residential: / OVIEDO, FLO{�p,��ON931: (407) 31;�:3994 Number Amount Addition, Alteration, Repair Residential 8 Non -Residential New Residential: ._ -One-Water Closet T Z Additional Water Closet i p Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: $10.00 TOTAL DUE: Z By Signing this application I am stating that I am in compliance with City of_arttord Plumbing Applicant's Signature State License Number ADVANTAGE PLUMBING, INC. P.O. BOX 620027 OVIEDO, FLORIDA 32762-0027 (407) 366-3994 G-G4- I zvy5 4= D/ r-M r ltulll CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Date: .� The undersigned hereby applies fqr a permit to install the following electrical: Owner's Name: >;g v Address of Job:. Electrical Contractor:/"�On 4v1_0l", 1".,ol"r,_ Residential: r/ Non -Residential: By Signing this application i am stating that I am in compliance with City of Sanford Electrical Code. p icant's ature State License Number .vC CITY OF SANFORD PERMIT APPLICATION PermitNo.• �1Date: Job Address: "'4 t --T Y Permit Type: +Building Electrical Mechanical Plumbing Fire Alarm5prinkler 'Description of Work t",r c C Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _,Change of Service Temporary Pole _New AMP Service (# 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 l.iDM Occupancy Type: Aesidential _Commercial _ Industrial Total Sq Ftg;3: _ Value of Work: S Type of Construction: ,1 C: ' � Flood Zone: Number of Stories: - Number or Dwain Units: —� -- Parcel No.: (Attach Proof of Ownership nit Legal Description) Owner/Address/Phone: fto y- .1�►r1C Contractor/ Contact person: Phone & Fax Number. State License Number: Title Holder (if other than Owner): A ' ` `�` ► �-' ' ' ' - ' `'"`" Address: �� Bonding Company: Address: Mortgage Lender: /y-4 Address: -A/4 Architect/Engineer � S t"�.. 6 l- Phone No.: ' A'� � Fax No.:-4Cj ' dam? t CS �° 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 N0710E OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOIL 24PROVEMANfS TO YOUR PROPERTY. W YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TI : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. LE*n er/Agent Date SiA of Contractor/Agent Date urr...-- CIACUUL,&' - RA-rRI r,Tp rr" 0 11.OR1DA 0"i P No. DD134330 COMM1'S10 �1V(P. ] Owner/Agent isy _ Produced ID _ Date Known to Me or Date - Vrr,...,-_ PATRICA rU ' FLORIDA NOTARY PUBLIC SPATE OF COMMISSION 'O' D Contractor/Agent is � Personally Known to Nk or Produced ID APPLICATION APPROVED BY: /t� Date: - a- ' 3 - Special Conditions: 3 2� Zn ©3 Ttris permit shall auPERMIT No thorir�c work to b tl�e infornra(ion Provided below: a done in the City of Sanford based on the approved construction plans and liifjlrl•of Way Utilization ................ /� lira '• Driveway.................. ❑ pp nl Nan, I. CChC j Address: firm: �D 1 r hone:, — ol(Uay-1 1'rojecl Loco0on or Address. llc of Afrlirovcd Uovelopnuanl Plans., Schedule of Work Proposed . Alrf►rov,�l from To ACtivf(Y: Orivcway Installation ......,Q Bore and Jack.,.,,,,Q Aerial UIi(itics....,,,0 Other.......p Open Cutting of Roadway ,,,,,,,Q i'mcrgency'hcpairs ..,., ❑ Underground Utili(ics....... c Sidewalk Installation ....... ❑ Specific Description: ...................... . Excavation information: Total Lengtit_,( Aerial Information: Humber of Open (roadway Cuts Lcnq((t ...................... . . ..-- ,.�F Number of Poles I t is undcrs °'• ► ..... , , . • ....... • ..�—. ; . ;(Existing)..... (HOW) ... . food end agreed rya( the rights endip1Ydcges herein pet out ere can ed Of Sanford's jurisdiction and the right, title, or interest in the land permitter shall at a(( times assure all risks of and lode t l only to lye Intent i the City to be entered and'used by (he permitter. The against a(('loss, cost, damage, or expense arisi In Indemnity defend, rave harmless the City of Sanford from and Of (yc foresaid rights and privior os, qg n y manner on account of (he permit request by said permitter In rye even( of any future construction of roadways, utf(icies, rto activities by the City becomes in conflict Witt t the above permitted acater facifitias,or an relocate as necessary at no cost to the City of Sanford, insofar to such y general maintenance way. 'CALL Ti(E PUBLIC WORKS OCPT, tiYilY, the permittee shall removo andlor " 33J,GBi TO SCREOULtCt/1sf'tiC•POtUrR iNSPC-CTiOn tho public Nl,o( APPLICANT SICNATUftf: Dnrr. Review cd: Public Works , , , , .. , ........ Utilities Uatc__ Af'f'itUV(:U� fngiru:r:ruirr—•_...__._. • i1:rl!� f I I ��r�. FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 5338 REVD Builder: DR HORTON Address: mH NlA(-,�LtA I t� t, �. 5 � Permitting Office: G� City, Statedt,� ,P , Permit Number: Owner: �,(Z . �02�oJ Jurisdiction NumbO3-tgy Climate Zone: Central -16- 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtufhr 3. Number of units, if multi-famHy I _ _ SEER: 12.05 4. Number of Bedrooms 5 _ b. Central Unit _ Cap: 36.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 12.05 6. Conditioned floor area (ft') 3338 ft'c. N/A _ 7. Glass area & type _ _ a. Clear - single pane 461.0 ft2 13, Heating systems b. Clear - double pane _ 0.0 ft, _ a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft, _ _ HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 ft' b. Electric Heat Pump _ Cap: 36.0 kBu✓hr _ 8. Floor types _ HSPF: 7.65 a. Slab -On -Grade Edge Insulation R=0.0, 151.0(p) ft _ c. N/A b. Raised Wood, Post or Pier R=11.0, 554.0ft' _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 660.5 ftj _ EF: 0.86 b. Frame, Wood, Exterior ft R=11.0, 1559.0 ' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 335.0 112 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, 1988.0 ft= _ IS. 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. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft MZ-H-Multizone heating) Total as -built points: 42947 Glass/Floor Area: 0.14 Total base points: 46296 PASS I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this 04 CkIE STq�� Energy Code. calculation indicates compliance C4 o with the Florida Energy Code. PREPARED By: �t Before construction is completed a DATE: ?� • QZ this building will be inspected for e I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Flori Energy Code. Florida Statutes. __ . o0D_ i4v j OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: -3 / EnergyGaugeO (Version: FLRCSB v3.2) Limited Power Of Attorney I hearby name and appoint: Craig Coulton, 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: Lot # . I z !z Subdivision: Address: w) r�c And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrument was acknowledged before me this 1 '�) day of -Q, ; , 2003 By. Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of County OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMM LSSION FXP. DULY 26,2006 Notary Seal R�ONw ♦ww ., � �' e 1gUdJPit1 Since 1978 March 31, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Magnolia Park This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 123, Magnolia Park Phase 1, 143 Magnolia Park Trail Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner', recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: Signature Patricia Coulton Printed/ Typed Name Signature ` Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE (Owner) Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 31st day of March, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is pgrsQnally known to me or who produced their Florida State Identification. OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134W Notary Signature MY CO 26,2006 6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com CM OF SANFORD B � +p]riG DIVISION TS FOR T, ENTIAL AZT�[,AZNG PERIYZZT SUBMITTAL REQZJIEMEN , , il dary and bujldillg loention surveys showing setbnc s ❑ �• Two (2) recent bouna lines for permit for structures (not fences) from all structures to property ❑ 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. ter sizes r fc �valis. Provide side view details Foundation plan Indicating foo of these footers with reinforcement b replacement. p ❑ Ident b. Floor plan indicating interior indow, and/or topening iz sions and msm smoke detector, room dimensions, door, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florlda requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) o C. Elevations of all alor wal sil, Engineering Department or east, west, north rind south. Finlsh floor elevation heightas P er subdivision plat. ❑ d, Cross sections ter l l wall sections to be used In the structure. Bearing non -bearing Inexterior. Show all components of wall section. e Framing plan for floor joists where conventionally framed• Plan to d Indicate span, size and species of materials to be used. ❑ f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread d riser r d malls and ensions, guastringer size, methods of attachment, placement of ❑ h, Square footage table showing footages: S.F. GoageslCarports S.F. Porch(s)IEntry(s) S.F. P atio(s) S.F. Conditioned structure S.F. Total (Gross Area) (Form 600-A-97) ❑ 3, Three (3) sets of completed Florida Energy Code Forms F report mayto be unstable ❑ 4, Soil analysis and/or e soil compact ibuilt on fills, a !on report. f soils appear be requested by the or if structure to b Building Official or his representative. ❑ 5, Other submittal Documents: , and/or sewer system ❑ a. Utility letter or approval when +,li4 water supply connection to be made. i fl ❑ b. Septic tank permit to be obtain e f� in Seminole County Health Department at: 400 W Airport Jv�,;�aanford, FI (407) 665-360 the c. Arbor permit when trees to be r moved from property. Contact ard ie arbor ordinance and permit. City Engineer for details reg 5, Application to be completed thorothly and signatures provided by a ❑ r IN licensed and Insured contractor. OWNERlBUILDER MUST APPEAR PERSONS TO SIG tr�ceOPER STATUTE 489. Subcnactorse numbers FLORIDAustIncluded on the echanical or umbing ts have not been application. If electrical,ntlbe scheduled olr made and subcontractors torswlll be issued, inspections will o subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tie beadas - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE — SIGNATURE (By Owner or Authotized Agent) �a P>cx P 1r�T' C O+N�TRC? L Sentricon* Colony Elimination System Pretreatment Plan Agreement Dnte of Install : Contract Number PUCHASERS NAME AND ADDRESS Name D. - 1` \ d d r e s s 1�7� 4�p](?•�\'�=- �� `� -.-X.� `flZ Phone S. Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: �rRu o G V "TUT181 Quarterly Payment Amount 2 1`1 (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. Name Address City/State/Zip Phone & • y1 ►!r M DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony EliminationSystem, Apex ,vill warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GO VERN THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s), 2. monitor those 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 a, during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for per quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the nren(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any portions) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex In areas where any of the conditions described In 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 WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY, Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. ands And Agrees It Is the ity f all Customer SENSITIVITY/PHYSICAL FACTORS: occupants to consult a physician if necessary regardingilanyoaffectatheyproperty treatiment guests, and/or other temporary permanent may have and (2)It is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy or sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or 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 an apply without exception. t. nts DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that. All compone of the Sentricon *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 as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonship(note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different-form or of termite Doprotection, refund to the Customer an amount equal to the fee paid for services not yet received, and;_ (5)retrleye, Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identlfled herein as of the date of the Initial Installation. Prior to; (I)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticlde being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located it Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex ma; without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue a the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred b Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement i held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force an effect. CHANGE IN LAW. In the event of a change In applicable law as it pertains to the services promised herein, Apex reserved the right I revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfillir Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuellor materials, sttikt embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apc Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not responsible for; (I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alteratior (3)termite damage resulting from direct wood to soli contact; (4)furniture and contents; (S)areas of existing damage unless areas have be repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereund Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the, rules and procedures commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sea. I proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida At the offices of Apex or designee. The arbitrator will have the complete power to determine ail Issues of fact and law, and any determination of the arbitrators be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual bn and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of installation, terminate this Agreement and relieved of any liability hereunder If Apex determines, In Its sole discretion, that it Is unable to prevent or stop further damage to Prop. from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any clalms under the terms of this Agreement must be made Immediately In writin The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the Identi Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the inspection was reque by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex wlthl (thirty) days of the transfer of the treated Property. *Trademark of DowElanco Brevard Area Orlando Area 508 S Plumosa St. 7006 Stapolnt Ct. #G Merritt Island, FL 32952 Winterpark, FL 32792 407-459-2847 407-858.0540 800-929-2847 888-764-2847 Tampa/Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33510 813221.2847 877-459-2847 p CITY OF SANFORD PERMIT APPLICATION 3. Permit # : U — , �o % Date: CAI 1 • • �T 'sPl�`� cx: e t c . 1 t Description of Work: _ � Ji=- ' Historic District: Zoning: dYB .2,C"k�r'� a y� Abu '�6 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempo6ry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential ✓ Commercial industrial Tjt►60.N.gowr aFootage;.o t Construction Type: f # t r _ # of Dwelling Units: ;' btt trCMAAfform regyired for other than X) Parcel #:1O0 'LJC�pLLJ ,� (Attach Proof of Ownership &Legal Description) Owners Nayym�e & Address: :3i (R� — l J1 vd S��Q Phone: Contractor Name & Address:-N_1LtaE" Phone & Fax: t4 0-71 Abu -S-x� Bonding Company: f\VNI Address: Mortgage Lender: Address: (D('U State License Numtirr• 5,W5625 ^7� ct Person: I1~r S IC�tr� C t Phone 0 - � (�f-'� Architecb�lE�n�g�ineer: �g ` Phone:_�� Address:N :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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SiGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 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 EMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ON TICS: 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 -"ter management districts, state agencies, or federal agencies_ Acceptan tt ' verification that I ' 1 notify the owner of the property of the requir ents of Florida Lien La S g., owwoer:. gent Date tureof.Con ctor/ gent Date A No" PublicE-xSoft ofFW& LtbpW_ eb ' Ym or APPLICATION APPROVED BY: Bldg (Iniw$ & Date) Special Conditions: Date Sj C Zoning: (initial & Date) �E'iV�S�ah PATR:CIA COULTON N*Wy Pubk • Sblb of FbItIIN I--CCalAd4W 11146111111 Jill A V >r v1e Utilities: FD_ (Initial & Date) (Initial & Date) Design Group August 2, 2006 Seminole County Building Department 1101 E. I" Street Sanford, Fl. 32771 Re: D.R. Horton Magnolia Park Lot # 123 To whom it may concern: In reference to garage conversion sales office: 1. Remove existing A/C system & electrical for sales office relocate as shown on electrical plan. 2. See attached 8 '/2 x 11 for garage door buck retrofit. This meets or exceeds all criteria in regard to FBC 2004, residential. If you should have any questions, please feel free to contact me. Sincerely, Jam Cantwell Fl -da Architect #12079 1441 N. Ronald Reagan Blvd. • Longwood, FL 32750 • Phone: (407) 774-6078 • Fax: (407) 774-4078 AA#0003325 www.abdesiongi-otip.coni f m 0 SECURE 2x6 MIN. TO BLK W/ (2) %"X8" ANCHOR BOLT W/ 2' WASHER SEf IN SIMPSON NIGH STRENGTH EPDXY 6' EMBED. 0 SECURE 2x4 ON FLAT TO BLK W/ lm-cl CUT NAILS. -�—SECURE 2xro MIN. TO BLK - W/ (3) 2'XS' ANC:POR BOLT W/ 2' WASHER 5ET IN SIMP50N PIGP STRENGTP EPDXY 6' EMBED. NOTE: (1) ANGNOR BOLT LOCATED ro" FROM TOP AND BOTTOM AND (1) NEAR MID CENTER 0 L OREMOVE ALL WOOD FRAMING FOR DOOR'S, WINDOWS AND WALL FRAMING AND INSTALL NEW GARAGE DOOR ACCORDING TO THE MANUFACTUERS SPEC'S. �2 INSTALL GARAGE DOOR BUCK'S AS DESCRIBED ABOVE. GARAGE DOOR PLANS REVIEWED OFFICEBUCK ATTACHMENT CITY OF SANFORD SCALE: N.T.S. GARAGE DOOR DATE: 08/02/06 PROJECT: BUCK ATTACHMENT—i I SCALE: AS NOTED ( DRAWN: PR MAGNOLIA PARK LOT##123 ARCH ITECTS AA NO.0003325 1441 N. RONALD REAGAN BLVD. 6 LONGWOOD, FL 32750 PH: 407-774.6078 Design FAX:407.774-4078 Group�lnc. wwW.abdeslgngroup.com CA NO.00009060 ` E N 0 1 N E E R S PAGE OF 1 �' .�)sELS STANDARD INSULATED : 24 GA 84A, 94 — 25 GA 7Z. 75 190, 1500 OPTIONAL DSB GLASS OR 1/8' ACRYLIC LITES AVAILABLE OPTIONAL ACRYLIC GLAZING IS PIASKOLITE OPTIX OR (LUCITE CP) APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606 (SEE SECTION B-B) / /ll II/ %III III/ 1d / n n -♦♦ A / (5) INTERMEDIATE STILES FOR 16' WIDE DOOR. ATTACHED W/ TOG-L-LOC (TOP & BOO AND URETHANE ADHESIVE (ALONG CENTER) LOCATION Ic OPTIONAL VOF - — — A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH - 16'-0' 94SIDE ELEVATIONS AL' 1F31)CAL JAMB ATTACHMENT (WOOD euF J ODORS UP TO 7'-0' HIGH CONSIST OF4)ECTIO E). 1/2'x3' LAG SCREWS ON 14' CENTERS. 1' O.D. SE DOORS OVER 7'-0' HIGH CONSIST OF (NOTSHOWN). WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT HOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LAID. 25 GA. MIN. STEEL SKIN COATED WITH G-40 MIN. GALVANOW. BAKED -ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS. If DENSITY POLYSTYRENE FOAM INSULATION 1-5/16' THICK WITH VINYL NAIRC LL BACKER (INSULATED MODELS ONLY) 3' TALL 80 KSt U-BUN 20 GA GALV. STEEL L�3 r T SCJI C I' 1' 2' THICK 12 GA. GALV. STEEL TOP ROLLER BRACKET. H BRACKET ATTACHED W/(4) 1144/8' SHEET METAL SCREWS. 14 GA. GALV. STEEL END HINGE EACH FASTENED//TO END STILES V!4) SHEET METAL ,1SCREWS & (4) 1/4'x3/4' SELF TAPPING SCREWS. 3' TALL x 20 GA. GALV. 8OKS1 STEEL U-BAR. TWO U-BARS PER SECTION. EACH U-BAR ATTACHED WITH TWO 1/4'x3/4' SELF TAPPNG SCREWS PER STILE LOCATION. 20 GA. MIN. END STILES ATTACHED TO DOOR REV DATE SKIN WITH PATENTED TOG-L-LOC SYSTEM 03 9/2003 (TOP, BOTTOM k CENTER). \ 04 8/2004 05 5/2005 FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE n qul,GOPTIONAL 10 SCREW MOLDED INSIDE LITE RETAINER f8x3/4' PAN HEAD SCREW SECTION R-B (10 SCREWS PER LITE) . • a r a, I • i' • a• / . �.- . III• u a I . Lh- •. LJl:L. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) f 14x5/8' SHEET METAL SCREWS. END SLIDE SOLT STILE TACK ENGAGES INTO VERTICAL TRACK ONE LOCK ON EACH SIDE OF DOOR. INsoE�N1F BOLT THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORA BLDG. CODE DR IBC A..CE7) FOR THE FOLLOWING IDTH HAS 2' OF IN NG ZON� 3 iMPORTAt FACTOR OF 1: , SLOPF- AND 50x FAC WIND SPEED MPH S 110 120D0'OSl1RE M LEVEL B or C 8 MEAN ROOF HEIGHT 30' 30' INIT STI LOCK �M, clepay Building Products Company END STILE VIEW 'B' f OF CENTER DOOR STILES 1n TH 92 _TO 910 MY TO 111,10, VIEW 'C' 3 4 14 TO 15 10 LOCK POSITION (BOTH SIDES) TWO POINT LOCKING x U x 8 DESCRIPTION CLARIFIED GLAZING OPTIONS ADDED M/N 190. I500 UPDATED CODE REF. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16'xt-5/8' WOOD LAG SCREWS. HOL- DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION Now 2' GALV. STEEL TRAC,MIN. TRACK THICKNESS: .060' TYP. 2-1/2"02 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE. TM: OPTIOWL G1AZW SHOLNI ON TMS DR01100 MEETS 7W TWO 3' TALL x WIND LOAD REOUIRIMMIS OF 1W FLORIDA BULDMO Com 20 CA 80KSI U-BARS OR MIERNMDNAL BUIDMG CODE BUt DOES MIDI MEET Tiff rlPAcr RESISTANT REOIRROI CO POR t DOES A MIXT PER DOOR SECTION. REGIOH6 REF. CiNP1ER16 H1fL BC VERTICAL isma ATTACHMENT (C—go BLOCK OR 2000 PSI MIN. CONCRETE I fMN)- 3/"4' SLEEVE ANCHORS ON 15.5' CENTERS (C-90 BLOCK) OR 20' CENTERS (2000 PSI MIN. CONCRETE) OR 1/4'X4' TAPCON SCREWS ON 12.5' CENTERS (2000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. 1' O.D. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSINK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6 YELLOW PINE JAMB 12 G< GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'0-5/8' LAG SCREW PER TRACK BRACKET. 2' GALV. STEEL TRACK FASTENED TO 12 GA. GALY. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/B' BOLT do NUT OR TWO 1/4' DIA. RIVETS. tLHR TOP BRACKET DOUBLE HORIZONTAL TRACK f F T Rsrx LAW HffADROOM OPTION :#144/8- SHEET METAL SCREWS 0 0 1/4 x3/4' SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA INTERMEDIATE HINGE VIEW 'B• VIEW 'C STOP MOULDING BY DOOR INSTALLER (TO SUIT) r 20 GA, MIN. GALV. STEEL END STILE 20 GA GALV. STEEL INTER. STILE `7/16' L.D. ROUND PUSH NIT 18 GA GALV. STEEL CENTER HINGE FASTENER (ONE PER ROLLER). FASTENED TO INTER. STILES W/(4) f 14x5 8' SHEET METAL SCREK 14 GA GALV. STEEL ROLLER F FASTENED TO END SOLES EACH 1Y/(4) 14x5 8 SHEET METAL SCREWS ARID 4) 1//4'x3/4' SELF TAPPING SCREWS PER END HINGE'- -- 2' DLO. SHORT STEM, 10 BALL STEEL ROLLER. ,IAMB CONFIGURATION PREPARATION OF .IAMBS BY OTHIM SECTION C-C LOCK BAR NOTE 2 THE DESIGN OF THE SUPPORTING STRUCTURAL. ELEMENTS ENGAGES N SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF MpOS FUMLDNG OR STRUCTURE AND N ACCORDANCE gs� Q NG CODES FOR THE LOADS LISTED ON !°l Ili ORM:eIAL ORROUS S ARE (GA90MNW M BLADE MK WOM A RASED SEAL (£11Bo55). DESIGN ENGINEER: MARK WESTERFIELD, P.E. FLORIDA P.E. #48495, NC P.E. #23832, TEXAS P.E. #91513 DESIGN LOADS: +32.0 PSF & —32.0 PSF. CLOPAY BUILDING PRODUCTS COMPANY 85B5 DUKE BLVD. MASON. OH 45M (513) 770-480D Clopoy Corporation AI lights Reserved. The orrongements depicted herein ore the sole property of the Clopay Corporation and may not be reproduced in ony form without it's written permission. TEST LOADS: +48.0 PSF & —48.0 PSF. SCALE- NOTED PLOT- MAX. DOOR SIZE- WINDLOAD RATING DATE- 1=48 1 16'0"W x 8'O"H W S 1 /26/96 DESIXRIPTIOM DRAWN BY, MWW MODEL 73/75/84A/94; 16'W +32/-32 CHECKED BY, B r vim NUMBER- qN 1/- 101922 5 2000 S.M. JAKB .(TYP-) (F Ll DETAIL CONCRETE OR MA SCMY 1 1/4' XK4 , BY OTHERS OT EMBED4ENT 14 4.- L- #8 X 1/2.-SELF T77 TAPPING SMS TAPCON. XREV ANCKIR (TYP.>. EXTERNAL, kLLMN CLIP 2:X 4 X ALLATION .SEALANT JUBE N BE VEE VVOW FLANGES L )fJtJ-IXW 200o S.K CRETE'0 HEAD 09 x I-LIZ say DN 70"CON PbES *HEAM; .SILLWHERE-)' X JA�ll CTYP.) TAPPING SMS 2o - X 74'jU8E--�MULUQNS;ARE W X SECTION A-�4- (2) k'l/?- -SELF X 4 ;TAPPING sm IWALLATION -T a3a ANKC MH I X 4 -X 3/9,- -SCREV ANCHOR (TYP.) TUBE MULLION' I TP 08 x 1-1/4 say ALANTBETYEEN TAPPING.. SMS %.rr6lnrv%j . cli Ame� 2000 S-K L MULLMN 1/4' ?ft TY JAMB (TYP.) SECTION A JAMB SEC (5 EMSEM40(T I I L I.X 2 7/16 x 1/8 2000 sit TUBE MULLION - -JAMB CTYP.) 48 X 1/2 SELF TAPPING SMS SEALANT PErim VDaGV FLANGESl & Ku _mN me X I-L.#2 sax TAPPING SMS SECTION A —A (1) I X 4 X_ 1/8 TUBE MULLION ONE BY VOOD I X 2 7/26 X 3/8 BUM BY OTHERS TUBE MULLION A m . ..... %.&LA- Of Ulf'&LXN #9 x in SELF 9 X 1/2 SELF AUXILL&L i TAPPING SMS TAPPING' SMS _tea? AD nMNAL *042liS, VHFil. REQUIRED) 7 X - \L SEAJWT XTVEEN CTVEEN SEALANT 1) VlMDaV rtAMCZS v10V ;�L MULLION L2LIC18 SELF TAPPING V 8 X 1-1/2 SELF 08 X 17V2 SELF SMS (TYP.) "MULLION' TAPPING. SMS TAPPING SMS JaZA SECTION A A (3) 'SECTION' A ---::A (4) VIEWED FROM EXTERIOR - 0 P�D F-LORIDAA,: ► INC ..NAM EXrTR.,Vf)t OFAGrURIER A MAN .... n=: SE �-• SHEET_ d VERTICACHULLI N" 17 0 Stdt a SEE JITHER.-, :SlIbEll-kS.•HETa DESIGN PRESS Pr;"_r',Ap i frt MIM BY: JRH e.! fir-e- DAM-2/2— CERTIFICATE COMPLETION TO D R Horton OWNER 143 Magnolia Park Trail ADDRESS D R Horton Contractor Dan M. Florian Building Official FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E '� ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 143 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 123, MAGNOLIA PARK BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 'rf necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( ##° - ##' - ##.#If' or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME W. STATE CITY OF SANFORD 120289 SEMINOLE FLORIDA 84. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of loodkV) 1202890045 E 4117195 4/1/795 A, X 49 biu. inoicate ine source or Ine base i-iood tievatlon (tit-t) data or base Hood depth entered in 139. ElAS Profile ❑ FIRM ❑ Community Detemrned ® Other (Describe): SEE ' D & E 2' ON 2"o PAGE B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ B12. Is the building lasted in a Coastal Banter Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARW-A30, AR/AH, AR/AO Complete Items C3.-a-i 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 calculatiori. 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) 42. 1 fL(m) o b) Top of next higher floor 51. 4 fL(m) o c) Bottom of lowest horizontal structural member (V zones only) WA . ft.(m) 6 � 0 o d) Attached garage (top of slab) 41. 6 ft.(m) 0 o e) Lowest elevation of machineryand/or equipment W ,; servicing the building (Describe in a Comments area) 41.0 ft.(m) � o f) Lowest adjacent (finished) grade (LAG) 40.2 fL(m) 21 0 o g) Highest adjacent (finished) grade (HAG) 41. 3 ft.(m) N o h) No. of permanent openings (flood vents) within 1 fL above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq, 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 MUSCATEL LO, JR LICENSE NUMBER: 494 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. AUlJKLb6 CITY STATE ZIP CODE 320 E. SOUTH li E TE.1 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE h %11 1 t lr 10/14/03 (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 Corrpr y use: BUILDING STREET ADDRESS (IndudN Apt, Unit, Sull e, andla Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number LARGO " 143 MAGNOLIA PARK TRAIL CITY STATE f . ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenVcompany, and (3) building owner. COMMENTS FINISH FLOOR ELEVATION WAS PROVIDED BY THE SURVEYOR FROM CONSTRUCTION DRAWINGS FOR THE PROPOSED PLAT OF MAGNOLIA PARK '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 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WRHOUT BFE) For Zone AO and Zane A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. Ell. Building Diagram Number 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 $ fL(m) _in.(cm) 0 above or ❑ below (check one) the highest adjacent grade. (Use natural grade, 6 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 _ ft.(m) _in.(c m) 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 _ f L(m) _in.(cm) ❑ 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 oommunity's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, d C, and E are correct to the best of my kroWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME M ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here 9 attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. . G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by slate or local law to oertify 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 FEMAassued or communityassued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Constriction ❑ 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: — _ fL(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 * DC'5CRIPTIbN: (AS FURNISHED) LOT 123, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA PC 4 1 " 30' /tea GRAPHIC SCALE 0 15 30=ter iy� . Ng3�s � n / , h / rum i / .mac/ .q13`� ; f. j 0. r r O � i r 3'0/ w o ro vW2� 4 / f 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 10-9-03, 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. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND T14E SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN & ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 123 AS BEING S63'25*00"E PER PLAT. (FIELD DATE:) 4/3/03 REVISED: SCALE: 1 = 30 FEET APPROVED BY:_WRM ASM39995 FINAL 10-9-03 JOB NO. FORMBOARD 4-24-03 CKD DRAWN BY: EOT PLAN 2-6-03 JML CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. NOTE: 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). �pT 4° S63. �2S .o 4�O v O C hFv b SA Rf� e�0, f�ft"/SS �Ft6i 4T/�o0 R 41 /D AMERICAN SURVEYI A, ,.18 �- Q O t v �Q ^' J t V QQ JQ �rycoA�a ryh �J 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 ' LEGEND FND NAIL AND DISC LB p 4671 (10/09/03) ® FND 1/2" IRON ROD AND CAP LB /6393 (10/09/03) 0 FND 1/2" IRON ROD NO 10. (10/09/03) 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 COW CONCRETE BLOCK WALL RP RADIUS POINT OHO OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE — ' — - — — BUILDING SETBACK LINE - - CENTERLINE — RIGHT OF WAY LINE EXISTING ELEVATION O CONCRETE LB 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 5/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIOS POC POINT OF CURVE I 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 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. 10-13�03 1 SCA FOR THE FIRM 28 DATE 07/21/2003 03:24 4077744078 AB DESIGN GRO'JF PAGE 01/01 PC C,�c Alq�i t, PO 1le-, / V-1 .__.. A.B. DESIGN GROUP, . NU- Architcctural/Engineering Services Lic *AR12079 — PE * 53747 -- Ali # 0003325 1441 N. Ronald Reagan Blvd. * .1A)ngwt*d, FL 32750 Phone: (407) 774-6078 - Fax: (407) 7744076 F--mail: abdc:ign@abdcsignSroup.00m July 21, 2003 City of Sanford Building Department 300 N. Farb Avenue Sanford, Fl. 32771 RE: Bakers Crossing Lot 122 Phase II To whom it may concern: In reference to 4 x 4 post; After reviewing the truss engineering the 4 x 4 post at the bearing wall separating the garttge frorn the house is no longer needed. The 7'-0" set back girder no longer runs to the garage wall. The pad below may also be removed, bowever a continuous 1-story footer should remain. This meets or exceeds all criteria in regard to FBC 2001 Edition, Chapter 16. If you should have any questions, please feel free to contact me. since 2070! 4ir { saw &)a ppr p AdAh66 GROUP ��JN �C��rE "m CpL 4R7 L. ". **Poo TULA, C407) MAGNOLIA PARK LOT# 123 BEAR PORCH DETAIL ma"o mew, VO/Ee 3wcl crc*,) NSls3a av etavoZzZop 8E:Z8 E88Z/T2/t2 • CITY OF SANFORD PERMIT APPLICATION t ^' i t Permit # : Date: Job Address: _ t'1rA,I r$laosk F!_ Description of Work: r e e 0 �tJ .� QSt t Historic District: Zoning; Value of Work: S j `4, —n p . 00 Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: # of Stories: Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) _ # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: _ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: `, (Attach Proof of Ownership & Legal Description) p Owners Name &Address: {� i] 1R linr1cy,) LpQ�50 H42,ellh&) A)AT 6yi9t DQ ©R�FIi%t�Q� Lt, pt r 1 Phone: Contractor Name & Address: SA&X,6 fs cal Arn i Nlvyr, $bo W . 131.b ST Vt)MUe pI('tay State License Number UIC©-5799 _—.___. Phone&Fax: yO7'3aa- 3o,40 Contact Person: Yt)f)NNP. 1dA Phone: 14 Bonding Company: A,) ja Address: Ntortgage Lender: Address. Architect/Engineer: LgWreoce E, &&;yerr Phone: Address: 2,d. lbox Q11430; S , niey-Ll ,)A f liL. 1)1.21 Fax -.7[0 % to554v 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 la,k -i,uianng construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOkAt IKG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A.N ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. �� NOTICE: In addition to the requiremen of this permit, there may be additional restrictions applicable to s property thAt may be found in the public :etords of this county, and there may be additionpermits required from other governmental entities such as water anagement districts, state agenci s, or federal agencie> Acceptance of mn is v atio that 1 will notify the owner oFthe,property of the r2Wenis o Florida Lien Law, FS 713. Sign of 04 a ent Date Signayere of Contractor/A Date A Print ne / .gent: s(NNam } IVIK Contractor Age is Na OPH 7DD nda Dat rljt,eY� �o'Ff(F19�Ii116RAVE Date PATRICIA COUMY COMMISSION 4 DD 164280 NOrTARY PUBLIC STATE EXPIRES: November 12,2006 COMM ]ON NO, �' ,Q. Bonded Thru $udget Notary Services II Known to Me or ConlradtdF 2enl is — I erso ally Kw n to e qr _ �� MY CON rvrfth. F1 Y6 �+ t V. � Prod 1 D 1`l APPLICATION APPROVED BY Bldc D, : 11-4-0 Zoning: Utilities FD: (Initial & Date) (Initial & Date) (lnival & Date) (Initial & Date) Special Conditions D C 111897 LEyIITED POWER OF ATTORNEY Date: -./0/07/03 I hereby name and appoint L) IU (S , N ; E K S f of SA N-qoclk A to m�kkm to be my lawful attorne` in fact to act for me and apply to C i_ 0� for a 5C r e e Q N2C\0,Sts f' permit for work to be performed at a location described as: Section Township Range Lot I ) 3 Block Subdivision M Vn !�ook; QA Q K -TrA' I . 5F -wafd— , �L (Address of Job) �.� . H\yjory (oQ54 WnzeVToto ,jRTioNAIyR. (Owner of Property and Address) and to sign my name and do all things necessary to this appointment. (Type or Print namle of Certified Contractor and License #) (Signanze of C jrti*d Contractor) Acknowledged: Sworn to and subscribed before me this a Day of - --OC-T A-D. QM ' r•u� N 14 ' lblic, St1904AADY .3-+ZIL� ,� MY COMMISSION # DO 111796 (S F EXPIRES: April 20, 2006 NOTARY FL N X" $#Mal, A M W V, Ins. My Commission Expires:-Z—��—� 6 09/25/2003 16:29 407-850-6871 SIGNATURE POOLS PAGE 04 .100111 .l....,,,,..� Pernik No MARYANNE HORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04906 PG 0734 CLERK'S # 200311A345 RECORDED 07/11/P083 0307145 PH RECORDING FEES 6.00 RECORDED BY L McKinley Tax Parcel Nurnlmr NOTICE OF OMMENC: C+EME•NT $ale of JEIoride Prepared by: Byron Maddox fbr Signature Pools, Inc. o9A6 Cacnitp�C�lt+�101. 2318 Homewood Delve Orlando F132909 The UNDERSIGINEh7 hereby gives nail" OWK Impritvi merit wM be made to certain real property, and in e►ownla toe with Chapter 713, Florida 11tatutest Ow folbwary inhtrimetion is provided in this Nall of corn""twMant 1. Description of Property: Lat 123 Magnolia Park * Mgtes & BoLlii_ds * S .al>t>�in le Co. 1.43 Magnalia_PsirkTiA. Samford, Flwits (uoa as.irN�„ vlrM ��, tnc rrut s�r.a N.v.�w-► 2. General <hewiptlon of Irrtp"woornant: IINGROMD OWIMMMII; POOL hill SCREEN ENCLOSURE 3, owner Wennallon: a, Ness and address D. R. Horton * 6250 HazeNon national Drive, Orlando, F) 32822 b, Interest In property `Qg S 1 MPS - a. Name/ and addrasa of tee alntple titleholder_— M oihar titan otlrrtari Contractor: (mama and addiol Slav tuire ' gls. Ine, +OIgLANDQr.EL 32M a. Phon• number [4A7)8 S9ra03fi _ Fax number l)jj#fiQa3S71 CFRTIFlED COPY 9. Surety: MARYANNE 17IORfin a. Nano and addn CLERK OF CIRCUIT COUR'11 b. Phone number o. Amount of borne _ d. Lender. Name and addreaa a. Phane number [ 1,_ _ _ _ Fax ntmtber f T. Persons within tlrie State 6f Florida deer naftd by Owner upon whore notic vi or cHter documents may be served as provided by Bootle" Flotlds Statutes: a. Name and oddross - _ - b. Phone number( Fax number [ 1 i. In addition to hdntaeii, Owner dealgnetae of to recelvile a copy of ilia Uenves Notioe os provided in Sectlor, 713.13(11b), Florida 844tutes. a. Phone rmhiber ( l __ teax W t I 9. Expiration date of Nodoe of Commencement (the expiration data la 1 year from the dale of moording unions a dlhYercrtt date la apeclfhd) 84nahma or OWMW Perot Name of lbweer 0 STATE OP FLDRIDA COUNTY OR ��''' — Affirmad and tubsViiiii d before ate thle day of who Is personally known to me or who teas produced (type of ID) as Idetrdlicatlon, .K+fty�;. MooIbsa Back „£ MYCOMMISSIl CC"8558 EXPIRES 1114"tuot■ all Notary Public Stag M Mall Mgt, T 'hemp Natal Sol 09/25/12003 16:29 407-850-6871 SIGNATURE POOLS PAGE 03 PLOT PLAN DESCRIPTION: AS FURNISHED) A PARCEL OF LAND LYING AND BEING 1N SECTION 18. TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANF'ORD, 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 1090,06 FEET; THENCE SOO'28'19"W A DISTANCE OF 115.00 FEET; THENCE N89'31'41"W A DISTANCE OF 52.85 FEET; THENCE S00'28'19"W A DISTANCE OF 50.00 FEET TO A POINT OF CURVATURE, SAID CURVE BEING CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHWESTERLY ALONG ARC OF SAID CURVE A DISTANCE OF 83.63 FEET. THROUGH A CENTRAL ANGLE OF 63153'19"; THENCE S26'35'00"W A DISTANCE OF 64.75 FEET TO THE: PANT OF BEGINNING; THENCE S63'25'00"E A DISTANCE OF 125,24; THENCE S48'46'49"W A DISTANCE OF 27.09 FEEt; 'THENCE S26'33'18"W A DISTANCE OF 34.92 FEET; THENCE N63'25'00"W A DISTANCE OF 115.00 FEET; THENCE N26'35'00"E A DISTANCE CF 60.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0,16 ACRES t. T r NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE PLATOTHISS PLOT PLAN S BASE DONC. ED LOT 123 CONTAINS 7024 SQUARE rEEt ! THIS STRUCTURE CONTAINS 2030 SQUARE FEET R TOTAL CONCRETE 1014 $0. ft.- IQTA.L.3gp 3003 SQ. rT. * BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15, PREPARED FOR: D.R. HORTON F POiN 0 COMMENCEMENT NORTHEAST c"" or wt NORTH1KSt 1/4 Or THE NORtMEA11T 0/4 Or SEM" 44 POINT OF BEGINNING N /,.., `6JS pip A ! \ �� b � t► 1 � OJ 1. ELEYATIONS SHOWN ARE PER COT CRAOING �� "V • ` sr / Q� v �� !© - YLANS PROVIDER SY THE CLIENT. is 00. rra,/ O� THIS PLOT PLAN is INitwm row PERMITT G PURP08ES bl ONt Y. THIS IS NOT INTENDED FOR THE CONSTRUCT(( Of' '�ROa y �� THE PROPOSED NOOSE. RVER t0 HOUSE PLAN AND OPTION ,EO LIST FOR CONSTRUCTION. rr ALL BUM OrNC gCT BACK LINES SHOWN NEREON IS PER DATA COT r�7 FWINISHED BY CLIENT AND IS FOR wo"ATI(NML PURP09E `T ONLY' THIS IS NOT A SURVEY 'MIS IS A PLOT PLAN ONLY w N0112025 00VS 45 E 0 TED 4/17 AND rQUNO THE SUBJECT PROPERTY APPEARS 10 UE IN AOTH ZONE A. AREA WITHN 100 YEAR ILOOD PLAIN It ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. q 36�00'EN RR PKorlZIAASD ON LEGEND .. -., . -.. ..,.. - WLDINO St YBACN ONE . - NIDNt Or WAY INC x P*OPQKO EtEvArlp,., � ori► PROPQfED ORAMACE FLON �- CdM.IATtt: L LAND SURvEMNO ammss L� LARD TAR K" PRM RMANENi RErERtWX MONUMENT ► //Z�MAMLMt C0krROL PONT (� MEA;W0 (CALL) CALCULATED iND rnwD C/W ft I Ktt WALK PAD ND rpC((REtC NAMAL CAADE s0 /t f0 pt FEEL MLWP1.�QM�pNL POO �ft�NID 'Y m �C /OIN1 rM uNE ;PcgMr Or owwwND-QURVAtNRE POIN1 ON "A ►OC OR RgqCORD PI) xptMAL PLANNED OLKLOAENT is DENOtES DELTA ANCLE l OENOTES ARC LMIO c.4 DENOTE)♦ taaMro eEARa+c PC OENORTS PONT Of ClNlvAtuMl n PRC DENORs PDINr ar rtEirpst oN QENDtt9 wP,* Dr REKN'SL CURVA+U1tE �t ! PONT or tANCCNCY � OT psfp D17,DNER :av�it�` WALL cs< sAain R w DADEttNc>� 11iD►+r-D�-wAY OR4 tNrIC+At. RECORfS 90OK 1, THE SUTTVEYOR HAS NOT ,V9TRACIED THE LAND SHgwN HEREON FOR EASEMENTS, R+rmv Or wAY. RESTRICTIONS OF RECORD WHICH MAY AFFECT 1HE TITLE OR USE Or THE LAND 2. NO UNfKRCROUND 0"OVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOW. 3, RAND SM OF TA FFLORIDA 1L CENT TSUR14 YORE AND MAPPER. FlfLQ DATE,) SCALE: 1" w 30 rEET APPROVED BY: wRrr[--- Joe N0. ASM3Rl4S _ - DRAWN DY;-- Ot ►LAN t-4"03 JML / t roR R. .. CA L N492% o*n • J T SANFORD ALUMINUM PRODUCTS, INC. Job Si'G�%4 Marc. be,j, 6©� l�arre.J) �0 - �- p�00,3 No. JOB NA'ME..._..... _ +....._.. DATE ISSUED...-•- -- Slop JJOB ADDREss...l`/ _Gt{/o/� A 7~f• /%46Ne))"h Ar S,4.vfro j� l .._...---------------------.....----...... - - I d For of _ JJOB TYPE...!��'u"` T c Q C �/✓ ---.......................... •. DooRs..... / , / F. O. J - /I.. CHAIR RAIL HT ............. .- _. G �YA�Co/!� -... _.A� GuA/� I_Beam AIR CHORDS...--------.-.- COLOR ROOF...........-.. 4-SIDES..-C. ................. -- II DIAGRAM �e No G� �S Bm. X/� Cols O/j d(e A) 2 t �� 3f o � 3 -IN c� s� I t a� / -) l.3 7' y y �y i> tjER IT COMPLETED...... .............-------- ........ CREW....... . 23 PLANS REVIEWED CITY OF SANFORD OFFICr gpy rah IeI3 SANFOR/D ALUMINUM PRODUCTS, INC. J08N'AME... - ` _...................._ -•------•- --------- --_................ ..- .. DATE ISSVED - - ............... Shop 3 / 1'•� 6^1o4'R AK re. — ogl o 6.✓c, �Q /'ex � -, f�,wf� _ JoB ADDRass - - --......_.. - - Foot LQ--•-•-... ...._ _..... - - —_ JOB TYPE........'.`...._....G.,^._.C.._....._ DOORS......- — - - - - F. (� J. _ Gvi .'ERS.................. - - - - Doops...... - ---------------------------- -- �. Beam CHAIR RAIL HT .......... ............. ------- ---AIR CHORDS ------ -------- COLOR ROOFG. .. ..SIDES... C "p�CIYA Bm. X DIAGRAM o— gcols a44'tl z f. ()A ) g $ r0 o, rl M\� 9' 8 ,z 6 1/3&tys° )y I S`8 axs arS Nof�� ^? o .?YQ 3 �z y' .? 66-1 6 Q 6 5 3 �a y �v3 l 683. / ?I y zV9 y .zYy �rw COMPLETED-__ .......... .................... ---------- .................... 'oil ,y I .zxs axS t YS ;L 0 0 bra 6 6 \'o Is3 s 7 �3 ,t3� 6 X 68i1 �► � �l � i? Si CREW.... ... ........ ........................... j-e,6 /k/3 il—r /- .3/ SANFORD ALUMINUM PRODUCTS, INC. Job ,si'6 A✓o tore- Al0. t Ci�� /Yo/`t�v n &- No. 6.23 JOB NAME..._.... ...... _....--- .......... _........_.....� .........)....DATE ISSUED... /y ��- �....._.7 / `/J /�'l r G 11 0 .� �C 6 r o1 iD /ld n k y fjls� Foot op JOB ADDRESS... I A / �C, .........�.'......._ ... JOB TYPE �a.r.1.....SG 2 G t V .... -- ...... _ ......_' ... DooRs......... -- _ -- - - �� (I F. O. J. GUI .'IRS- . ...................... Beam CHAIR RAIL HT.......-2......:�............AIR CHORDS..._71-1y......COLOR ROOF.....1.r.��.-SIDES..._......................__. �' DIAGRAM Bm. X Cols 'Jnn G"✓ oe 0 0 a 9z Y � .s 9� ry y �9 3)�� g COMPLETED. .......... ......... ........ ................................ CREW...... _......... -.... SCREENED ENCLOSURES (SEE TI! K-BRACING (OPTION GIRT (T', EXISTING STRUCTURE ALUMINUM BEAM (TABLE 1.1 OR 1.8) SECTION 1 PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION (SEE DETAILS SECTION 1) ALTERNATE CABLE 1" x 2" (TYP.) GRADE CABLE CONNECTION (SEE DETAILS SECTION 1) TYPICAL DOME ROOF - ELEVATION SCALE: N.T.S. SIZE MEMBERS PER APPROPRIATE TABLES # 1� H K-BRACING (OPTIONAL) GIRT (TYP.) SCREEN (TYP.) ALUMINUM COLUMNS (TYP.) (TABLE 1.3 OR 1.6) 1" x 2" (TYP.) RISER WALL WHERE UIRED LINS (TYP.) ZONAL ROOF BRACING SCHEMATIC SECTION 1) -E BRACING METER WALLS FRAMING TABLES 1.3 AND 1.4) TYPICAL DOME ROOF - ISOMETRIC SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 787-4774 FAX (386) 767.65H I ® NOT TO 0 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAGE A -3 SECTION 1 I SCREENED ENCLOSURES MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) 2"x4'OR2"x6" SELF MATING BEAM 1" x 2" SNAP SECTIONS(KALTERNATE ATTACHED TO2"x2"W/--- i-#10 x 1-1/2"S.M.S. 24" O.C. lOR CONTINUOUS SNAP SECTIONS OR 2"x 3"(4)�SPLINE GROOVE SECTION . y 61"x 2' OPEN BACK FASTENEDTO POST W/ (2) #10 x 1-1/2" FLAT ROOF S.M.S. - - - NUt CT FASTENER SIZE, --- NUMBER AND PATTERN ATTACH 2" x 2" PURLINS TO (SEE TABLE 1.6 & 9.5A OR 9.513)I SELF MATING BEAMS W/ (2) #10 x 1-1/2" S.M.S. INTO 2" x 3" HOLLOW OR SNAP SCREW BOSSES SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386)767.4774 FAX (388) 767.6568 PAGE A I ® NOT PTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES I SECTION 1 CABLE BRACING General Notes and Specifications: 1) The following shall apply to the installation of cables as additional bracing to DIAGONAL bracing for pool enclosures: a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL I CABLE DIAMETER I TOTAL ALLOWABLE WALL AREA' I 1 1/8" 1 445 Sq. Ft. / PAIR OF CABLES I • TOTAL WALL AREA = 100% OF FRONT WALL + 50% OF ONE SIDE WALL EXAMPLE: FRONT WALL AREA C 100% (8' x 32') = 256 Sq. Ft. SIDE WALL AREA @ 50% (8' x 20') = 80 Sq. Ft. TOTAL WALL AREA = 336 Sq. Ft. 233 Sq. Ft. x 2 sets = 466 Sq. Ft. > 336 Sq. Ft.; thus two sets of 3/32" cables is required. b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL I CABLE DIAMETER I SIDE WALL CABLE •' I 1/8" 1 ONE PER 445 Sq. Ft. OF WALL SIDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS THAN 233 Sq. Ft. c) To calculate the required pair of cables for free standing pool enclosures use 100% of each wall area & 50% of the area of one adjacent wall. NOTE: For wall heights greater than 9'-8", a minimum Of (2) wall cables are required. Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214366. SOUTH DAYTONA, FL 32121 TELEPHONE (366) 767-4774 FAX (386) 767-MM ® COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 1 `37 SECTION 1 1 SCREENED ENCLOSURES 1/8' x 1-1/2" x 8' FLAT BAR 0.125" PLATE OUT ON 45' ANGLE EYE -BOLT OR TURNBUCKLE FOR CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS - CORNER - DETAIL 1 SCALE: 3" z 1'-0" A ALTERNATE: USE (1) 1/4" x 1-1/4" FENDER WASHER EACH SIDE OF ®® FRAME MEMBER EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) B MIN. (2) CLAMPS REQUIRED #10 x 3/4" S.M.S. EACH SIDE (T.YP ) FOR CABLES ®®® MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE (386) 767-4774 FAX (368) 767-65M PAGE Q ® COPYRIGHT 2003 1 .38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 STAINLESS STEEL CABLE CABLE CLAMP (SEE TABLE) NOTE: SEE PAGE 1-38 FOR NUMBER OF CABLES REQUIRED SCREENED ENCLOSURES 2" x 2" x 0. 125" ANGLE 1/2" CONCRETE 1 (MIN.) FROM EDGE OF )) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 2B SCALE: 3" = 1'-0" SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR 0 3/32" CABLE AND 445# FOR 1/8' CABLE, FOR 3/32" CABLE 1/4" x 1-1/2' CONCRETE ANCHORS (MIN.) \ \ 5d (MIN.) \ \ 5-1/2" (6" NOMINAL) SLAB (MIN.) u �r•�� 5d (MIN.) �J -------- 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS Cad_ FOUNDATION - DETAIL 2C SCALE: 3" = l'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPWMDONSULTANT PA. BOX 214368,'SOUTH•p1Y1YJNA FL 32121 TELEPHONE (3l*VfWi4 FAX(388)78 PAGE ® COPYRI 1 -4O NOT TO BE(31:4tEl) IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SCREENED ENCLOSURES SCREEN 'd' VARIES 4" SHOWN 1" x 2" O.B. BASE PLATE (TYP.) o SECONDARY 2" x (d - 2 ") x 0.063" ANGLE EACH SIDE OF COLUMN W/ #10 S.M.S. (SEE SCHEDULE NEXT PAGE) e CONCRETE ANCHOR • (SEE SCHEDULE NEXT PAGE) — NOTE: DETAIL ILLUSTRATES PICAL 2" x 4" S.M.B. COLUMN CONNECTION SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL SCREWS INTO SCREW BOSSES SECTION 1 2" x 2" x 0.063" PRIMARY ANGLE EACH SIDE #10 x 3/4" S.M.S. EACH SIDE (SEE SCHEDULE NEXT PAGE) 5d' MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB 5d DISTANCE 1/4" c GRADE 2" 5d (MIN.) (MIN.) SIDE VIEW d • G °' • o G I • • \ e • NOTE: SELECT CONCRETE ANCHOR FROM TABLE 9.1 6" (MAX.) L 6" (MAX.) 3000 P.S.I. CONCRETE 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT TYPICAL S;M. OR SNAP SECTION COLUMN (2) #10 x 3/4" S.M.S. EACH SIDE PRIMARY 2" x 2" x 0,063" ANG 1" x 2" BASE PLATE (TYP.) 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT MAX. SPACING 24" O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-8568 I ® NOT T 0 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAGE 1 A 7 SCREENED ENCLOSURES _ :aim-.=-. CONNECTOR MAY BE (2) ANGLES, INTERNALLU' CHANNEL OR EXTERNAL'U' CHANNEL EACH SIDE OF CONNECTING BEAM W/ SCREWS (PER SECTION 9) MINIMUM NUMBER S.M.S. @ 3/4" LONG REQUIRED EQUAL TO BEAM DEPTH (SEE SECTION 9) J PRIMARY BEAM o(SEE TABLE 1.1 OR 1.8) w a ...... ........ SECTION 1 NOTE: CARRIER BEAM EXTRUSIONS W/ INTERNAL (SEE TABLE 1.5) H SCREW BOSSES MAY BE CONNECTED W/ (3) #10 x 1-1/2" INTERNALLY CARRIER BEAM TO BEAM CONNECTION DETAIL SCALE: 3" = l'-0" 1" x 2" OR 2" x 2" ATTACHED TO WALL W/ #10 x 2" S.M.S. @ 16" O.C. HOST STRUCTURE MASONRY OR FRAMED WALL (SELECT FASTENERS FROM SECTION 9) I Lu PRIMARY OR ►_— MISCELLANEOUS FRAMING BEAM w (SIZE PER TABLES) Lu BEAM TO WALL CONNECTION' DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (388) 767-4774 FAX (388) 767-6556 PAGE Q COPYRIGHT 2003 1-49 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 I SCREENED ENCLOSURES Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Aluminum Alloy $063 T-6 For Areas with Wind Loads up to 160 M.P.W. and Latitudes Below 30'.30'-00" North (Jacksonville, FL) Hollow Sections Tributary Load width 'W' ■ Beam Spacing 3'-0" 1 4'-0" 1 5'-0" 1 8'-0" 7'-0" 1 8'-0"1 9'.0" Allowable Span 'L' / bending W or deflectlon'd' 2" x 2" x 0.044" 9'-10" b 8'-7- bj T 8' b 6'-11' bf 6'-6" b 1 6'-1- b 1 5'-8" b 2' x 2" x 0.055" 10'-9" b 9'4' b 8'4' b 7'-7' b 1 7'-1b 6'-7" b 6'-3' b 2" x 3" x 0.045" 13'-4' b 11'.7' b 10'4' b 9'-5" b 8'-9' b 8'-2" b T-8" b 2" x 4" z 0.050" 14'-8" b 12'-8- b 11'4" b 10'4" b 9'-7" b 8'-11" b 1 8'-5' b Self Mating Sections Tributary Load Seem S can 3'-0" 1 4'-0" 1 6'-0` I a 6'-0" A 7%0" 1 8'-0" Allowable Span V71Mffflng 'b' or deflection 'd' 2" x 4" x 0.044 x 0.100" 19'-11' b 17'4' b 15'-6" b 14'-2" b 13'-1" 'b 12'-3" b 11'-6" b 2" x 5" x 0.050" x 0.100" 24'-9' b 21'-5' b 19'-2" b 17'-6' b 16'-2' b 15'-2' b 14'-3" b 2' x 6' x 0.050" x 0.120" 28'-7" b 24'-0" b 22'-2' b 20'-3' b I 1'-V- b 17'-6' b 16'-6" b 2" x 7" x 0.055" x 0.120" 32'-3- b 2T-11- b 24--11- b 22'-9" b. 1'-1' b 19'-9' b 18'-7- b 4 F.10' b 37'-1 b 33'-2' b -Wr. b 26'-3- b 24'-9' b 2" x 8" x 0.072" x 0.224" 41'-7' b 36'-1" b 32'-3' b r 29'-5', b 27'-3" b 25'-6" b 24'-0' b " 45'-1' b 39'-1' b -34'.11" -b , b 29'-6" b 27'-8- b 26'-1- b 2" x 9" x 0.082" x 0.310" 49'-6" b 42'-11" b 38'4' b 35'-0" b 32'-5" b 30'4" b 28'•7" b 2" x 10" x 0.092" x 0.369" 59'-6' b 51'-7" b 46'-l' b 2'-1" b 38'-11- b 36'-5" b 34'4" b Snap Sections Tributary Load Width W ■ Beam Spacing 3'-0" 1 4'.0" 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 11'-9" b 10'-2' b 9'-1' b 8'-4' b 7'-8" b 7'-2' b 6'-9' b 2" x 3" x 0.045" 15'-1' b 13'-1' b 11'-8" b 10'-8" b 9'-10" b 9'-3" b 8'-8" b 2" x 4" x 0.045" 18'-5" b 15'-11' b 14'-3" b 13'-0' b 12'-1' b 11'-3' b 10'-8" b 2" x 6" x 0.062" 31'-3- b 27'-1- b 24'-2" b 22--1- b 20'-5' b 19'-2- b 18'-0" b 2" x 7" x 0.062" 34'-9" b 30'-1- b 26'-11- b 24'-7- b 22'-9' b 21'-3- b 1 20'-1' b Notes: 1. Thicknesses shown are 'nominal' Industry standard tolerances. No wall thickness shall be less than 0.040'. 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10# / Sq. Ft, for up to a 150 M.P.H. wind load. 4. SDan Is rn_3sur4+d �rern-ee^ts �r hwam and undahl connection to fascia or wall connection. 5- Above spans do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. ns greater than 40'-0" the beam at the center pudin and one puriln for each 14'-0" on each side of the center pudin shall Include lateral bracing as shown In detail (48'-0') span with puriins at 6% 8' o.c. center purlin and (2) purlins each side of center purlin need lateral bracing. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = S-0" = 1 V-4" Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214388. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674T74 FAX (366) 767-058 PAGE I C A ® COPYRIGHT 2003 1-�5Q NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SECTION 1 I SCREENED ENCLOSURES Table 1.3 Allowable Post / Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 5063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # / sq. ft.' Hollow Sections Tributary Load Width W ■ Upright Spacing T-0" 1 4'-0" 1 5'-0" 1 6'-0" 7'.0" 1 6'-0" Allowable Heigh W / bendin 'b' or deflection 'd' 2" x 2" x 0.044" 8'4' b 1 T-3' b 1 6'-8" bi T-11' b 1 5'-6' b 1 5'-1' b 1 4'-10' b 2" x 2" x 0.055" 9'•1" b 7'-11' b 7'-1' b 6'-5' b 5'-11' b 5'-7" b 5'-3' b 2' x 3" x 0.045" 11'-3' b 9'•9' b 8'•9' b 7'•11" b 7'-5' b 8' 11" b 6' -- b 2" x 4" x 0.050" 12'•5' b 10'-9' b 9'-7-b 8' 9' b 8'-1' b T•T b 7'•2` b Self Mating Sections Tribute Load WW&k 'W' • Upright Spacing 3'-0" 1 4'-0" 5'-0" 1 8'-0" 7'-0" 1 6'-0" 1 9'-0" Allowable Hel ht' din 'b' or deflection 'd' 2" x 4" x 0.044 x 0.100" 16%11" b 14'-8' b 13'-1' b 11'-11" b I V-1' b 10'-4' b 9'-9' b 2" x 5" x 0.050" x 0.100" 20'-11" b 18--1- b 16'-2' & 14'-9' b 13'-8" b 12'-10' b 12'-1' b 24'-2- b 20'-11" b ,18'-9' b b 15'-10' b 14'-10' b 13'-11' b 2" ik 7" x 0.055" x 0.120" 27'-3' b 23'-7' b 21'-1' b 19'•3' b 17'-10' b 16'-8' b 15'-9" b 2" x 7" x 0.055" w/ Insert 36'-3' b 31'-4" b 28'-1` b 25'-7' b 23'-9' b 22'-2' b 20'-11' b 2" x, " x 0.072" x 0.224" 35'-2- b 30'-6- b 27'-3- b 24'•10- b 23'-0- b 21'-0" b 20'4- b 2" x 9" x 0.072" x 0.224" 38'-2" b 33'-0' b 29'-6' b 26'•11" b 24'-11" b 23'4' b 22'-0' b T" x 9" x 0.082" x 0.310" 41'-10' b 36'-3' b 32'-5' b 29'-7' b 27'-5' b 25'-8- b 24'•2' b 2" x 10" x 0.092" x 0.369" 50'4" b 43'-7" b 38'-11- b 35'-7" b 32'-11" b 30'•10" b 29'-1- b Snap Sections Tributary Load Width 'W'a Upright Spacing 3'-0" 1 4'-0" 1 5'.0" 6'-0" 1 T-0" 1 8'-0" 1 9'-0" Allowable Height 'H'I banding W or defiection'd' 2" x 2" x 0.044" 9'-11' b 8'-7' b T-8' b T-0' b 8'-6" b 6'-1' b 5'-9' b 2" x 3" x 0.045" 12'-9" b 11'-0' b 9'-10" b 9'-0' b 8'4' b 7'-10' b 7'-4' b 2" x 4" x 0.045" 15'-7' b 13'-8' b 12'-1' b I V-0' b 10'-2" b 9'-7" b 8'-11- b 2" x 5" x 0.062" 26'-5' b 22'-10" b 20'-5" b 18'-8' b 17'-3" b 16'-2` b 15'-3" b 2" x 7" x 0.062" 29'-5" b 25'-5' b 22'-9' b 20'-9' b 19'-3" b j 17'-11' bi 16'•11' b • For allowable heights at wind velocities other than 120 MPH, see conversion table I on the specification page for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are 'nominal' Industry standard tolerances. No wall thickness shall be less than 0.040'. 3. Above heights do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. r ulred for ool In mean roof height. 5. Height Is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair ralls of 2" x 2` x 0.044" min. and set Q 36' In height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2' S.M.S. Into the screw bosses and do not exceed 8'-0` in span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (388) 7074774 FAX (388) 767-6556 PAGE ® COPYRIGHT 2003 1 -5VCam�++ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E SCREENED ENCLOSURES I SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Size Upright Size Minimum Purlin, Girt & Knee Brace Size— Deck Anchors Notes Minimum Number of Screws' Beam Stitching Screw 24" O.C. #8 x 'A" #10 x 'h" #12 x 2"x3" 2"x3" 2"x2"x0.044" 2 Full Lap 6 4 4 2" x 4" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 8 6 4 u8 2"x4" 2"x4" 2"x2"x0.044" 2 Full Lap 8 6 4 P1C 2" x 5" 2" x 3" 2" x 2" x 0 044" 2 1 Full Lap 8 6 4 a-8 2"x6" 2"x3" 2' x2"x0044" 4 Full Lap 10 8 6 1;1v 2" x 6" 2" x 4" 2" x 2" x 0 044" 4 Partial Lap 10 8 6 #1C x #12 2" x 8" 2, x 5" 2 x 3" x 0 044" 6 Paniai La 16 14 12 a 14 x 9;. 16 14 2" x 9"" 2" x 7" 2" x 4" x 0 050" 8 Partial Lapi 20 18 16 a 14 2" x 10" 1 2" x 8" 2" x 4" x 0.050" j 10 I Pan;al Lapj 20 1 18 1 16 Screw Size Minimum Distance and 5 ac ng of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness #6 5/16" 5/8" 2" x 7" x 0 055' x 0.120" 1/16' = 0 063" #10 3/8" 314" 2" x 8" x 0.072" x 0 224' 1/8' = 0 125' #12 1/2" 1' 2' x 9" x 0.072" x 0 224' 1;8" = 0 125' 914 or 1/4" 1 3/4" 1-1/2' 1 2" x 9" x 0.082' x 0 306" 1/8' = 0 1,25' 5/16" 1 7/8" 1.3/4" 2" x 10" x 0 092" x 0.369" lid" = 0 25' 3/8" 1 1" 1 2" Refers to each side of the connection of the beam and upright and each side of splice connection. '• 0.082" wall thickness, 0.310" flange thickness Note: 1 Connection of 2" x 6" to 2" x 3" snall use a full iap cut or 1116" gusset plate 2. All gusset plates snaii oe a minimum of 5052 H-32 Alloy or nave a minimum yielC strength of 23 ks1 3 For beam splice connections the number of screws shown is the total for each splt-e with 1/2 the screws on eacn side of Lne c 4 The number of screws is based on the maximum allowable moment of the beam 5 The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and f or equal anchors .may be used The number snown is the total use 1/2 per side. 6 Hollow splice connections can be made provided the connection is approved by he engineer 7 If a larger than minimum upright is used the number of screws is the same for eac^ splice with 112 the screws on eacn s,ce cl t7:e Cut 6 All beam to upright ccnnections for 2" x 7" beams or larger shall have an ,nterna: ur external gusset plates Gusse: ;aes are * required for mansard or gable splice connections 9 For gusset plate connections 2" x 9" beams or larger use 3/4" long screws 10 The side wall upright shall have a minimum beam size as shown above. ie., a 2" x 4" upright shall have a 2' x 3' beam 11. Connect beam to upright w/ H-bar, gusset plate, or angle clips for,88ch splice with 1/2 the screws on each side of the cut Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System x x . 44" 2 H-Uhannel 99iM737rTO To T-0" 2" x 3" x 0 045" 2' H-Channel With 3 #10 x 1/2" EACH SIDE To 4'-6" " nne long screws (size to be determined by beam sze, see table 9 6) (See Table 1 6 For N amber And Size Of Screws) Note: 1 For required knee braces greater than 4'-6" contact engineer for specifications and details. 2 Cantilever beam detail shown on page 1.32 shall be used for host structure aracnment when knee brace length exceeds 4E' L-awrence E. Bennett, P.E. /4 ENGINEER , DEVELOPMENT CONSUL TAN T r- 0. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE (C� COPYRIGHT 2003 NOT TO BE REPRODUCEC IN wHCLE OR IN PART WITHOUT THE WRITTEN PERMiSSiON OF-A,NRENCE E BENNETT, P E 1 '59 PLOT PLAN DESCRIPTION: AS FURNISHED)) A PAREL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOL1T'H, RANGE 31 EAST, CITY OF SANFORD, SEMIN(LE 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, TOWNSr+IP 20 SOUTH, RANGE 31 EAST; THENCE N89'31'41NW A DISTANCE OF 1090.06 FEET; THENCE: S00'28'19"W A DISTANCE OF 115.00 FEET; THENCE N89'31'41"W A DISTANCE OF 52.85 FEET; THENCE S00'28'19"W A DISTANCE OF 50.00 FEE i TO A POINT OF CURVATURE, SAID CURVE BEING CONCAVE SOUiHLASTERLY, HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHWESTERLY ALONG ARC OF SAID CURVE A DISTANCE OF 83.63 FEET, THROUGH A CENTRAL ANGLE OF 63'53'19 THENCE S26135'00"W A DISTANCE OF 64.75 FEET TO THE: POINT OF BEGINNING; THENCE S63'25'00"E A DISTANCE OF 125.24; THENCE S48'46'49"W A DISTANCE OF 27.09 FEE r; THENCE S26'35'18"W A DISTANCE OF 34.92 FEE'; THENCE N63'25'00"W A DISTANCE OF 115.00 FEET; THENCE N26'35'00"E A DISTANCE Cr 60.00 FEET TO THE POINT' OF BEGINNING, CONTAINING 0.16 ACRES ±. POINT OF umk_ COMMENCEMENT4 NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR NORTHEAST o"Kit Or TIT TMIT NORtNY1EST 1/4 Or 40R111EA1)T 1/4 OF SECTION ANY ERRORS THAT MAY OCCUR FROM THE 16-.'-31 THE RAN ECORDED f PROPOSED PTTHISP OTF PLS BASE ON T. LOT 123 CONTAINS 7029_SQUARE FEE,.-* i+!S STRUCTURE CONTAINS 2030 SQUARE FEET f !OTAL CONCRETE 1014 S0. Fi, M197t'►I"w i TgiAl SQO �9SS SQ FT. - .. _ .`JI 81,1I1,01NG SETBACKS WAFHC LI& 30 >rw FRONT: 2' REAR: 200' SIDE: 5' CORNER 15, r POINT OF BEGINNING ,oRO,0 �s 1? Ol pSFO 001, IV r. b / PREPARED FOR: D.R. HORTON 1, ELEVATIONS SHOWN ARE PER LOT GRAOING .PLANS PRONGED BY THE CLIENT, 6 W' THIS PLOT PLAN IS INtTNID10 FOR PER•AT1TWG PURP*KS ONLY THIS I$ NOT INTENDED FOR THE CONST1(UCT(ON OF THE PROPOSED HOUSE. REFER TO HOUK PLAN AND OPTION LIST I'OR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN :tEREON tS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMAIMUNAL PURPOSE1 ONLY THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED T14E F.I.R.M. COMfAJWlY PANEL. NO 120289 0045 E GATED 4/77/93 AND rD"O THC SUBJECT PROPERTY APPEARS 10 LIE IN 90TH ZONE A. AREA WITHN 100 YEAR F►.000 PLAIN t ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. .rE wr s gK �N� ON ARE RE2�AS D ON priNE�',10'p�ST9HJ�vj1lS%Y00 E PI 0 FIELD DATE,) SCALC. J:- 3— OFEET APPROVED SY: WRM AJOB No SM39995 DRAWN fly:-- D: 41SOl•, (401) 426-7970 Ell LEGEND _. ....._.. �. - WLD44C S( TPACK LINE ftl4t OT NAY LINE 1* "OPOUD alvAl-c- ! *� rM ov'a rMA� Act d:U� r-- comejq r!. L lVI1v(NN0 Su". 435 l� LOAN SURvEYOw PMI PE9MANINT NEF(RCMA VONVV(N' r vCRMANENI ca+rRa +Dwt ►►I(r rLA' (P� IM) MEASVREO (['WC) t(0 fCAaLC�UO(A No NAR)RAI CRADC 30 rT SBUAIIE r(tI T•LM ►OS VM/LW L07 VAO?.� ►OMI ON 90VNO.1' PW POINT ON LINE oWoUq CU"A"Alt ►DC POYIT ON CullIA Or pprrrTCIAL AECORO PO PtAPINED O ALOPWIt' A r4monS oCl IA AMuc L oENOT(S AAC LINOIN C S MNOtE1 Cb*W0 SEARwt, ►C OENOnS PONT tv camvAtVA1 A MNOYES PONT or ;wlc-scl-, rRc OENOtt'. a REKPSt cvRv. RAtt •t «NOTES POTNI OF 1040KY rYo pmCAL •//C OR CONOrTK1NEm CYiTr CoNCM rE Bock *All or AArYUS ►OON, 11 r C1 CAON r.TE XAS M MCHro PG ICl/M Y'S o" ll 1. AE 90?1I 1 ANO SHOWN HEREON FORE SEVES1 S, Rtrml OK WAY, RESTRICTIONS OF RECORD WIUC-T MAY AFFECT THE TITLE OR USE OF THE -AND 2. NO UNE)L'ROROUND IMrRoA%ACtiTS I,AVE R£EN LOCATED EXCEPT AS SHOWN 3. NOT vALTO 1ATHOUI THE VGNAIURL AND ME YhGwA. RAISED StAL OF A rLOWDA LICENSED 5VR'A Y00 AND MAPKA, t toot rr.t.. — It. C)&i4 , D•�� 0T PLAN 4-4-03 JW I ��--- r.il�aw�,�M irk 4/NM,gww�w 4 I 3 SKIN) SKIN) OPWNAL SW CLAss DR / 11X ACffwLlC SECTION awe) AVAIAlKE A r �Illllly yIII III fl r. c (5 NiERNrtONIE SEES FOR ib' MaOpC�WOR. Ad1{CSME-(n�LONGafDAfR) 2 1 1_ REVISIONS DATE: ECN NO. APPM DESCRIPTION 11/00 1 - IuawI ()TY (1) WAS (2) FOR TRACK BOLT N NOMZONTAL TRACK SUPPORT, ITT t 20 G MN. Be SEES ATTACHED IC 000E ODOR MSIAIIFR CM SUE) SKIN WITH PATENTED TOG{HOC SYSTEM (TOP. BOTWU a CENTER). /'M!7 -.• j"I DAU,. STEEL MG MAOQT. Ifew LAG, I�,� LISTED °° �,aT mIDaeamm LOW MEA0110EH 6 AMAI ANTE AS AM OPTION %WN ,� Sty Ivlm WA GAIM Aoc RMETBHEss A7F0-_ ®O"1/YWf2 G �.� MAID[ MW7Ef. LNG TOP IGNACIO "°�°'""` REPORT#96C 6C�« Y . zo G TOOU-GNM U- V AU�1R5 M A 2-A-2-1MIYIM [HPi1Rx fA71ETWW OL TOO U-4MI5 SECHM OOZE UU�BARS ON Tom SOC110N. ETC) /t40/4- SNIT METAL SCREWS .� 0 or A CROW ONSIDE growtOCN F'051110M - � O MAX Dow wom - ,r-o• TAPPM' saENs- ItlSDLOL1feDm6 to . En lrrts� IMF-= � )eoT_g Gem I' fAW FRAME WON Y.V. 1 No 90E„S oN t COHTERS. 1 OA AIN DOORS W W Td MOT, COI19St OF (4) SECP01d 00080 ON MMWE UWACE tTA9ER IEVU INE HAG 9HREW5 to DE H MOtW9NK STOP IIOUMOMtC Dr DOOR BtDID SI 1W 9AT) DOOHa O,G Y-e- IAIOI NA997 IDF (S) Sr1pHOr6 PW^ (T�mRf NOT, 1[AUFED) W FrO.ME A N91 YOMIEC 20 G MlE CAW S'RFL EM) SRE SIAiAIL IHtWDNNL aM� oo lof RIWN9FR HMO. 2A4 TOLOW Pow 3MKI }� DVHIDNNI lD snEIF 2.o u MLv. sTEa MIEN sEE '1 Y D/O( /D' Alm tA�C mrn0r ,Nr I IEMQ s� AAOlOED go"MTAOE75 12 G Vl G IRMK FASIOAYO m f000 LIFE �~� � �p S~ KITH ONE S/14-a1-0/a- LAG 9CAOF 23 G INL 51EF1 SIMI COATED MOH RM. W. /Dt%//4 (N SOENS PEA AWE) M MIOd6{O�,N000N CORERS IC-!0 PER TRACK DRAORT. )� �F",,r N FRNA70t 1/~ iWION DOEWiS M 77- CORERS (2.m OT (ME Pat VOTER) to G WW. SIFFi COakR INCE RNED-0M 1D jNX D-ON W MTH M06 Of STEEL SIOL SwIP IAW1 ON.10E5 ONTO YERTGIL 1RA0K. It G Glv SI'EEEL RP AIOl1fA BRACKET. EACH ONE ACH OF A IN OOINCIlIE)� -, 9o15 a.CtTDED KITH F/1t7O1AQ TO NIER SEES___ f14) SAFISF M1UtORS. 1 PD. IRS K910t IWmED Y Glv. STFFL ONC( FA57OED W 14 G GLY. SIEi•1110LLtR 1�C[S P14Wa� SFIEET IEUL 9G,RR WT1 TAPCd6- AMOIDRS Nat !E MtINip19RK 12 G GALS. EL T. CK DRAOEri FASTEED W tT0 STRES EACN /l4) IEGL SCR0t5 BOALHEr ATTA01. MIFIE SEE E.C. SIDE DOOR L� lAOi KDIAED) W PAIOA[E A FW9, TRACK ATGCMD W EACM BRACES 1{d/D' 9EEEF IgGNRNG 9mFACE NDIa2OmNL ANMBS DO NOr KITH OE 1/P-N6/4- BOLT a MUr r+) tjiil,. ' fAPA1G SCii PER 00 156E 9i YW JOWIIS. N I16/r 9EEr AAETAL a lowsm LOGO. DR iW t/4- CA ANETS. OUTSIDE KEYED,1 MAMOLE.• Fro 2' OK SHORT STEM. toINALL SIM SO LER. Do G SALE saf NOW WESIO6El►L FOOA PEf"425 00 IMPACT.0NTERFOEAMIORTI lA101ANA PJL /2Ni FASTENEDNO SEE 160HANDLE =1 OWL Y-a 20 G GLV. STEII kCA 9EET, i SELF TNV11C SCREWS. gap Ard Nna OPTON SS w DESIGN LOADS: +24.0 PSF B -24.5 PSF TRACK ON ffiIE2 AE OESICJI K tlE SUPPORTMC 4ENCRNRAL 0E0ElAi5 TEST LOADS: +36.0 PSF h -37:0 PST, IML $IREMGTH: So R9 gHT9DE HWoIE FACN SUOE 9/NL E THE BESPON9BMT a< tIE PAOfE590NA1 a or DOOR PENRO PoR THE BKNONC OR STRUCURE NO M ACCORDANCE .j j 3- 3• TALL W 20 CA, C V SIM U-IIAAS OO ALOE aTAr MN A 2-1-2-1 PATTERN OF. RAID U-84tS SEE LOCK I N AGES MOH CIMSRT BOMDNG CODES FOR TILE IA106 LOW ON �N AA alp® IIAL PART NO.: - �4r0' ,_,,, ON M,TrDM SECTION. ONE D-II,R ON NF%f vu lm ONE MT � NNW2 U.I.- � 1� D� IDEAL g T fISE : i/}i S LOCKON WE r TOLERANCES - Td Iln I I}$T-PB00 EACH PET+ ' OF 0". Iffr aN.�s t�..a a� .0 - t.03 WrwammMC Fm IIn I-SIS-762-.�t9 .00 - t.015 DES�pnDN: MODEL 6RST W4 16-0 : 8-0: 24/-24.5 DESIGN LOAD fCl`IDRN A -A I9OE VRYI nY OPlb11 13 u Fxv. SrEFI 80TipN BRACCET ATTACH KITH (2) /14d/a• SWET METAL SCREWS. N / AMw WE..W.Wc. ANer Ar iN .DOE s t.005 A. -.WNW Ar 0000 - t.001 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS Dp/C, Awo** Dlq— - t 1/2' CHECKED BY: Mww DATE.: 4/18/00 SHEET 1 OF t SIZE 1J -1 �1.1 ALIIKIKIM C aRI901 A atN,L NrtATlusrRP. //i i ��/ rl>Ke 11NNesW SIaW ou...�+. REV. N0. t PTopclian OaHEN90N5 ARE w LACES. DWG. NO.: 102138 4 3 1 2 La i j Lit ;l�;l,aili� DIV, r t H IN A 4 MODEL: 6RST (25 GA. STEEL SKIN MODEL- 4RST (24 GA. STEEL SKIN) 3 OPTIONAL OSS ,LASS OR LISTLD 1/8" ACRYLIC LITES AVAILABLE (SEE SECTION 8-8) 20 GA MIN. END STYES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM A BOTTOM k CENTER). �. REPORT#9606C POSITION I SIDES) POW LOCKING ONE 3" TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. M 51oNAL oLrrslDE KEYED LOCI( POSITION MAX. DOOR MDTN 9.0' /14x5/8" SHEET METAL SCREWS 25 CA MIN. GALV: STEEL SKIN COATED WITH A BAKED -ON PRINT R. AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SON. END SLIDE 9%T STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE I = ON EACH SIDE OF DOOR. INSIDE SIDE BOLT LOCK OPTION NOTE IDOORS UP TO 7'--0- HIGH CONSIST OF " ECTIONS ( ) - DOORS OVER 7'0- HIGH CONSIST OF (5) SECTIONS (WT SHOWN). O O vERnfwL JAMB AnACOENT BUILDS). 1/4•x3/4- SELF 1/Z"x3" lAC SCREWS oN 24 CENTERS. 1° O.D. MIN. TAPPING SCREWS. WASHER RfAU M tAG SCREWS MAY BE COUNTERSUNK 14 CA END HWOES 18 GA INTERMEDIATE MINCE (BUT NOT REQUIRED) TO PROVIDE A RAW MOUNTING VIEW VIEW C• SURFACE. HORIZONTAL .IAMBS DO NOT TRANSFER LOAD. 2.6 YELLOW PINE JAMB 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16"xl-5/8" LAC SCREW PER TRACK BRACKET. 2' GALV. STEEL TRACK FASTENED TO 2 CA GALV. STEEL WRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT k NUT OR TWO 1/4" DNA RIVETS. STOP MOULDING BY DOOR INSTALLER (TO SUfT) - 20 GA MIN. GALV. STEEL END STU 20 CA GALV. STEEL INTER. 2 REVISIONS I I I A4 I 11/00 1 - I MWW I OTY (1) WAS (2) FOR TRACK BOLT --1 Y' TNOC 3' TALL U-BAR HORIZONTAL TRACK SUPPORT BY 20 GA GAIN. STEEL DOOR INSTALLER (TO SUIT) -cl 3- I T 13 GA GALV. STEEL FLAG BRACKET. 0 a G1Ltr. ilea TOP EACH FASTENED TO W000 JAMB Y811H re�r AT W � (3) 5/16-xl-5/8" WOOD LAG SCREWS. 14xs/s sIH>T d= DOUBLE TRACK (� TRACK LOW HEADROOM IS Sw op Joxn5. beCONFIGURATION AVAILABLE AS AN OPTION i Do Mime FASTEM D TO FRO 2" GALV. STEEL TRACK. -6 D SONNET W 4) 14d W MIN. TRACK THICKNESS: 060' -0 6 • (4) 1/4'x3/O SELF 88 MPPINO s010.i a x r TALL . Zo G rxv. = TYP. 2-1/2"x 12 GA GALV. STEEL TRACK BRACKET. STETL U-6NL ONE U-6AIN Z (4) TRAGIC BRACKETS PER SIDE PER SECTION. EACH U-9M ATTACHED LHR TOP BRACKET DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE �I.S 13 G OALK STEEL 90TT011 �10- HEADROOM OPTION NN /1 . sau WEm smm A A SSB (LASS OR OPTIONAL 10 SCREW . 1/8" ACRYLIC LITE WINDOW SECTION B-B SECTION A -A (SIDE VIEW) VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2 0 PSI YIN. CONKREIE COI f tMN 3 8"x4 SLEEVE ANCHORS ON 24� W4IERS C-90 BLOCK OR 2.000 PSI MIN. CONCIM OR 1/4"x4" TAPCON SCREWS ON 24' CENTERS (2.000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. 1" O.D. MIN. WASHERS RE WITH TAPCOfS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A RUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. (BOTH 18 GL CALV. STEEL CENTER HINGE FASTENED TO /4TER. STILES W 4) /I4x5/8" SH€L7 METAL 14 GA GALV. STEEL ROVER HINGES FASTENED TO ENO STILES EACH W/(4) tL SCREWS AND 4) 1/4 x3//SHEET -SELF SCREWS PER END HINGE. PREPARATION OF JAM13S BY OTHERS. �2- DA SHORT STEM. 10 BALL STEEL ROLLER. JAMB SECTION C-C r/ NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS / SHALL (•E THE RESPONSIBILITY OF THE PROFESSIONAL. OF i ' RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P:E. oilsCURRENT eIId.DINc CODES FOR THE LOADS LISTED ON y TILLS DRAWING. FLORIDA P.E. /48495 �/ NORTH CAROLINA P.E. /23832 x—r(10 SCREMIS PER RITE) MOLDED INSIDE LITE RETA04M INTE SNAP LATCH ENGAGES STE ONTO VERTICAL TRACK. OIAI2ED ONE SNAP LATCH ON INTER. STILE EACH SIDE OF DOOR. OUTSIDE HANDLE OUTSIDE KEYED HANOIE t END STILE NS)E HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION L%A— stawd 00...+.F r rxowx rs 'oa TOLERANCES — Y w vdm.t � dyFarr, .0 t.03 "°' •+rt� dar.Ar .AwA =W e�.nr. F.... t. .00 . t.015 — .ra. ay — M °i0�' N0f ^F d"1O9" r .DOD a t .01015 0000 - t .001 Tiwd A44 tAi4.. _ Pmiecbon Slated Otlwwx O NSI0N5 MEN MOTE. C END STILE B LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. DESIGN LOADS: +25.0 P.S.F. h -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. Q -48.0 P.S.F. PART NO.: - IDEAL312 Ill" SL Sao ISM ON ; Y.A�P.aporn. Fm In 1�513-752-3519 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY:SLIM I DATE: 4/18/00 SCALE: NIS DWC. CHECKED BY: MWW I DATE: 4/18/001 SHEET 1 OF 1 IS17FB DWG. NO.: 102137 1 REV. NO. 1 4 3 T 2 CE �COUNT'� BUMAN16 JAY. A 0 NIIAM1-DADS COUNTY, FLOk MI�ADE METRO-DADE FLAGLER BUILD 13UILDINC CODE COMPLIANCE OFF METRO-DADC FLACLEA BUILD .140 W1iST mAoint mitari%surn. MIAMI. FLORWA 33130. PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)37s-: Premdor Entry Systems CcxwrMCCott LICENSING SHCt 911 E. Jcferson, P.O. Box 76 (303)373.2327 PAX(301)371• Pittsburgh ,KS 66762 c0 , rlt,%c ,rolt xjNi:oucI:atr:,rr nwo (305) 373.1%4 V,1X (303) 371• I'Itonu(. r CoN'ritot. t)ivi! (303) 373-2902 FAN (305) 372• Your application for Notice of Acceptance (NOA) of Eittergy 6-8 S-W/C Inswing Glazed Double w/sidelites Residential Steil Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Type Construction, and completely described herein, has been recommended for acceptance by the Miami -Da County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. if product or material fails to perform in the approved manner, BCCO may revoke. modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if determined by BCCO that this product or material fails to meet the requirements of the South Flo Building Cede. The expense of such testing will b� incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 E\PI RES: 04/02/2006 Raul Icoarlguez Chicf Product Control Division THIS IS THE COVERSHEET, SEE ADDITIO`tAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &C PRODUCT REVIEW CONEVIITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Build Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. APPROVED: 061051200i Francisco 1. Quintana, R.A. Director Miami -Dade Count), Building Code Compliance 01'11 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, 200C approves a residential insulatcd door, as described in Section 2 of this Notice of Accept designed to comply -with. the South Florida Building Code (SFBC), 1994 Edition for Miami-E County, for.the locations where the pressure requirements, as determined by SFBC Chaptcr 2-' not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NVIE Inswing Glazed Double Residential Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the follos documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 01/I1/00, 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. These documents shall hereinafter be referred i the approved drawings. 3. LIMITATIONS 3.! This approval applies to single unit applications of pair of doors and single door only, as shown approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang!e between the edge of canopy or overhang to sill is'Icss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulatcd steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection systcm (shutters): the installation of this unit will renuire a hurri. ar otcction systern. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturcr's name or logo, city, state and following statement: "Miami-Dadc County Product Control Approved". 6. 'BUILDING PERMIT.REQUIREINIENTS 6.1 Application for building pcmlit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ol'the approved drawings. as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oniteial or the South Florida Building Co (SFBC) in order to properly cvaluatc the install icon of this systcm. Ntanu l Pcrcz, P.E. Product Co ro Exam J Premdor Entry ystems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES Agril 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been f and the original submitted documcntation, including test supporting data, engineering documents arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptai including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documcntation initi submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. a. 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 tlic expiration date may be displaycd in advertising literature. i f any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance 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 tine. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for terniination and rcmova) Acceptance. 9. This Noticc of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEP"ANC[: Manu Pcrcz, P.C.; Product Cont�pxam Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing COP-WL-MA0141-02 02-0419.08 52.0 NO (Application Filed) X 2'0" 2'6" 2'8" 210" 3'0" 3'0" Not Listed Not Listed — — X0, 0X, OXO I ; i I 2'8" + 11" COP-WL-MA0143-02 02-0419.08 (Application Filed) 52.0 NO 21" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 17 3'0" + 1'2" 1'0" + 27' + 1'0" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO 1'0" + 2'10" + 1'D" 1'2" + 2'8" + 1'2" 17 + 2'8" + 1'0" IT < 3'0" + 1'0" 17' + 210" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, DUO i 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 (Application Flied) 52.0 t NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" TV + 2.8" + 2'6" + 2r6" 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 + 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 ,L geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local building codes specify the edition required. a Masonile tn:erna:ional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201, 2012 g PA203. O akraft O AR k EK'" dr0-,4"11" C— PRFit%X':'C://..✓ a e Aprttst0or Masonite International Corporation (fur COD1-'u--9 0 g'W 01 /De k)lws. 0tfgn )n0 p•u0ut, Olt )d 10'eU,0 th3rve M010W POW COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing 2'6" 02-0418.03 X COP-Wl-MA0161-02 (Application Filed) 55.0 NO 2'8" 2'10" 3'0" 3'6" Not Usted Not listed - — Arranoement Mulliplest tnal foliami-Dade 6CC0 i• Rating Impact 2'8" + 1'0" 2.8- + 17' {I-2-13" + 1'0" 02-0418.03 1 210" + 1'2" COP-Wl-MA0163-02 (Application Filed) 55.0 NO 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + IT 02-0418.03 17' + 2'10" + IT COP-WL-MA0164.02 (Applicalion Filed) 55.0 NO t 1'2" + 3'0" + 1'2" 2'6" . 2'6" + 2'6" i 2'8" + 2'8" + 2'8- f r 2' 1 C" + 2' 10" + 2'101' i I 3'0" + 3'0" + TO" 2'8" + 2'8" 02-0418.03 2'8" + 2'8" COP-WL-MA0162-C2 (Application Filed) 55.0 NO 210" + 2'10" TO" + TO" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 COP-WL•MA0165-02 (Application Filed) 55.0 NO 2'10" + 2'10" + 2'10" + 2'10" TO" + 37 + 3'0" + 3'0" • Otesi 1. Dccr arrangements using fewer panels than who! is shet-i'n it) the above charl also comply under the product approvals shown. 2. Assembly details are available from the Masoni a lntarnsllonat website (www.mason4e.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 spe6ty 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. Oa '.ctft A a K' t.d"u.ery fra" Ada n,. rev bOOxy wwr•.w•e N«pn bnnE !/aFJt'f✓wa� �//.�:. .� /fj 0 /,ora Y7. 20o2 Masonitt international Corporatior Ovr ro�•unu..q Proprain of Prot✓! +noro"wvvi makes soeaccu'am. aupn ano xolua eN,., •...:.., r..e,n"...am.a none Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height —Inswing Arrangement rlh) 2'0" 2.6" X TV f 2'10" 3'0" 3'6' Masonite International,, COP-WL-MA0146-02 02.0423.01 (Application Filed) ,Y Rating 40.0 1110011,15115T, NO i Not Listed Not Listed — — Arrangement X3. Ox, CXQ tles (width) 2'8" + 1'0" Masonife InternationalMiami-Dade COP-WL-MA0148-02 UCCO 02-0423.01 (Application Filed) ,• Rating 40.0 Impact Rated NO i 2'8" + 1'2"i 2'10" + 1'0" 2'10" + 17 To" + 1'0" 1 3'0" + 1'2" 2'8" + IT COP-WL-MA0149-02 02-0423.01 (Application Filed) 40.0 NO i 1'0" - 2'10" + IV 17 + 2'8" + 17 — 1'0" + 21" + 1'0" 1'0" + To" + 1'0" 1'2" +2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" TO" + TO" + 3'0" XX. OXXO 2'8" + 21" COP-WL-MA0147.02 02-0423.01 (Application Filed) 40.0 NO i TV + 78" 2'10" + 210" 3'0" + 3'0" TV + 2'8" + TV + 2'6" COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO 21" + 21" + 2'8" + 2'8" 210" + 210" + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements ush g fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!4 are availab'e from. the Masonite International website (www.masonite.com) or from the technical center. s. lnswla;ion ins!ru,7tio ,s are 3v3il35le from the fo;asonile Internaticnal website (www.masonite.com) or from the technical center. ;. kh;a; eesign pressure requirzment for a speci`lc building design 3 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local buiteing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O MTEK" aka rra�ff riw.!••.n•Y YiwYI,.l C•ri!0-+h /y)C.I ❑ '!%_, "T"♦ !>r 0n% J.2V? Masonite International Corporation 4ca raaaJK TC: Y'. PI prpyap �R.prOaC'SfM?u�e! 7pr:di;:.4't, les9r' :%7:r>:.:1 1' II II 1 • FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing 1 11111111111INWIT. COP-WL-MA0166-02 laju%ln 02-0423.03 (Application Filed) r•. 1 1., 47.0 NO ArrangementSingles1 X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" 1international COP-WL-MA0168-02 BCCO 02-0423.03 (Application Filed) C•Rating1. 47.0 •, NO 28"+IT 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 'IT 1'D" + 2'8" + 1'0" 17 + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" TO" + 3'0" + TO" 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" 3'0" + 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" + 210" 37 + 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 S geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 Oakraft AR EK'" r..l"....,...eT W "...1 o ed �IM1: Kf:4dt[ F:IV'1 kNy Y DOONS tdeT�•4^�F�1•'••�"".O•a• l)!)CII �17��H � �/ICJ�I"0.• 10•�•. r,PiM20% Masonite International Corporaiion W co _,V WOWWO a W"d "-WO vnW m*#S specW"ioW *S" —" M"I dtUJ 100010 Ch.0e "'MOW MIKf. 1' A1 II I l FIBERGLASS DOORS 0 a ue Units 6'8" Height — inswing P9 ,. I 2'0" 2'6" 2 g" COP WL MA0101-02 2'10" 3'0" r , 01 1031.01 �� r -. 1 76.0 NO X 3'6" Not Listed Not Listed - - , X0.OX, OXO 1 1 2'8" + 1'0" 1 1 COP-WL-MA0103-02 � 1• ; � 02-0109.10 (Application Filed) �• 1 55.0 1 1 NO 2'8" + 1'2" TWO" + 1'0" 2'10" + 17 3'0" + 17 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO IT + 2'10" + 17 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'0" IT + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade OCCO protocol PA201, PA202 & PA203. Oak raft ARTEK'" r.lr•r •r. "T f+•�T•.�,r.alMr,Y"t"�OOO'� PR�J►,✓V/�%�✓Irons. • fIMt:Mf I.ASt MMl'MV DOOMS VIN DOOMS AWd 292007 Masonite International COrpOratiOn OW cw'o ..n9 DroWam of Drooafroutl ,mDrovemeM maaas smaKL o".9. am Woo.0 a"", woMcl lO CWQt +"1lWW ftWKf C0 OP-WL-MA0100.02 I i FIBERGLASS DOORS Opaque Units 1 X ,. X0, OX. OXO t , , COP-WL-MA0121-02 6'8" Height — Outswing �rl� 01-1031.02 �• 1 76.0 1, 1 NO ;8" r 0" Not Listed me, F�TMiMfm COP-WL-MA0123-02 Not Listed — Miami -Dade r DP Rating 02-0109.09 (Application Filed) 55.0 — 1.1 NO 2" '0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, DUO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 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" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.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 BCCO protocol PA201, PA202 & PA203. Oak aft MTEK'- • • • "-M ."d. r red FIMF.NGI.A{i t:Nl'NY "OOOItt ��T•'r^"��"p"t"�«O'• �/-��/ �� ❑ Masonite International Corpora'.tion AMA i5200i Ow COm.ft" Pf"Fam Of 01000n ""Pr0•tmerd mean swdic to %. OtsyO and Or000t1 ONaJ S,01"I t0 [IlanQ# *db014 m11Kt. COP-WL-MA0100.02 . • FIBERGLASS DOORS On que Units 8'0" Height — Inswing - - COP-WL-MA0106-02 r,r• 02-0109.08 (Application Filed) 70.0 r •1 NO X 2'0" 2.6" 2.8" 2,10" 3'0" TVNot Listed Not Listed — — X0, OX, OXO r r 2'8" + 1'0" r r COP-WL-MA0108-02 1.1• 1 02-0109.08 (Application Filed) 1' r 55.0 r •r NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17+ 2'8" + 1'2" 17 + 2'8" + 1'0" 17 + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107.02 02-0109.08 (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-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 Oak raff AR EK'" �INI�."til. A.[\ t. N'I'NY 1)OOK{ M^••Y`.o••t h�"rYr F,"n Omr, ��V 1A�•.�I J�. ). M1 Masonite International Corpordtio� •a+i9700I our Connnu,np DIDO�im a Mo0ut1 mD�ovtmml matfi ypec�IKl1�0^S. on.(f^ iM poouCl dew so'v to cDi11Qt wAMYI Do1Kt 1' tl II I FIBERGLASS DOORS 0 Units 8'0" Height — Outswing paque Arrangement X ', X0, OX, OXO Singles (width) 2'0" COP-WL-MA0126-02 02-0109.07 (Application Filed) 70.0 1W 1 NO TV Y8" 2'10" 3'0" 3'6" , ' 2'8" + 1'0" Not Listed , 1 COP-WL-MA0128-02 Not Listed r.l• r 02-0109.07 (Application Filed) — �• 55.0 — 1. 1 NO 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" 3'0" + 1'0" 37 + 17 IV" + 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 'IT + 2'8" + 1'D" 1'0" + 3'0" + IT 17 + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 210" TO" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 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" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR k EK'" w-...1. .a n Nulrtuune,MrN"lmn Dun PREMDM e„�I Ir.ir A el"e."e:l..�iti I: N'1'"V nOO" ►p,d292002 Masonite International Corporation OW Conl,n no 010OF&m 01 9,00W i1np,0KmeN mSk, SOeCd".M, oeSpn and 0100u 1 oel.d $.Dec, 10 Ch&W wOMW ,mlKe. 10 MID-WL-MA0O01-02 Unit SINGLE .••- MTYR4 ' "UNIT 8'VUNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYR • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and #1O wood screws or 3/16" Tapcons. 2. The wood screw single shear design values Come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 .. 0.. r o. e.. ppra29,2002 Masonite international Corporation ow co".—n0 0I0913m 01 0'00u 1 a"D'"emlw mikes sw'kawl. Dtsgn no D,ODwt DHaa su0letl 10 mange w4how n0tKe xo or OX Unit T T T T V T MID-WL-MA0003-02 SINGLE DOOR WITH 1 SIDELITE TYP. 6'8" UNIT 8'r UNIT 13.15/16' 17.1/8- MAXIMUM ON CENTER TYP. CountMinimum Fastener • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. • r r I r• r 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (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 110 wood screws or 3/16"' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3116" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 0..., Masonite international Corporatlo� nuln 29 ?432 I)u' ♦O'n.�.."� J'J0'J"' VI n' W1u11 •r ,,0..n,tn1 m+.t154KIH+1.4nS OtSpn )nC J'%C Cl 0M. SYolK110 ~9t wJnoul nolKe tlll41 OXO Unit ' SINGLE DOOR WITH 2 SIDELITES 6• TYR "8" UNIT 87 UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYR I • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 111111111111111litillb 1 i I • 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" 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 N10 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. Apr,l i9 201 Masonite International Corporation D rho .a•n.w a,a,um o� n.00.c .�uon nu.n }nn„✓wu�•. ocean nm w W vc, acu+ worts, ,o .nno•, nm- OXXO ' "' ' Unit DOUBLE DOOR WITH 2 SIDELITES 6 CL TYP• TYP. L ♦� 1 1 � 1 a 3 TYP. TYP. � 1 t, I! !! 1 I I 1 l I I I I _iTY, �I it 11 1 11 tl 1 It 11 l� r6'8' 13- UNIT 8'e• UNIT 5/16- 17.1/8' MAXIMUM ON CENTER',TYR �1 Rough Opening •t • 6 per vertical framing member • Width of door unit plus 1/2" • 16 per horizontal framing member • Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) 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: t. 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 M8 and N10 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. PR614 09': -11- Aptil29 2002 Masonite International Corporaiion Out c"l.nwnQ o.od14m 01 Modun u"WWOu", makes soecd�et,dns. des'. and o-odun deud sun,en ,o cvnoe «moos n w XX ' e ' ' ' ' Glazed Inswing Unit ' 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". r Double Door Maximum unit size . 6'0' a 61" Design Pressure +52.0/-52.0 United water wom special threstlob design IS used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requiremerhs for a specific budding design and geographic location is delermined 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-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: aos am go noEu 00 an nn 101 an 100 Series 133,135 Series 136 Series $22 Series 1/2 GLASS: 0 ❑ �0 El �D 1 go Da 00 00 as as t06. 160 Series' 129 Series- 12 R/L. 23 RA., 2e RfL 107 Series' 106 Series 30e Series tp5 Series Series' -This glass Or may also oe ON -n the lorrow ng door style: Eyeorow 5-panel vAth scroll Oak riff AR EK'" a..'�r,..'t "DT IIUI R(il AS5 lM'aRY 000R1 "aO^'r�"^EE'b'�uE,wr Dsen rn�/IIa�1( r•,.�� Win.• !/l/ Masonite International Corporallon April 29.2002 0, aooram of wodDn —V,0O "eln mallo swdcalOm desrdn and prodvn delad soGlta to t1,Nret w,WW nol-(e XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a0 00 no a.V 401 Series I10 Series 109 Series 111, 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: 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). ,�/ &EX�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARC EK'- ra,�,,.•le �� l•.1 u.••1 IVero6•w•t r.wN., rwrl Dow. • �� ❑ LN 1'M\' IJ.II,M\ April2y 2002 Masonite international Corporation ow comA'ofl MoDlem of DroDul? + Plovemtlll mots SWft t*M. eesgn aW 010" otUa S^t1i to comet v 1h*1A "Ke XO or OX a t t I S Glazed Inswing Unit ' 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 Maldmum unit site - 6'0' x 6T Design Pressure +52.0/-52.0 Limited water untess special Ihreshold 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 loca0on 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 beet> 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: ' 0=1 don DD 00 as 00 as 0�0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: O0 U0 ou Ll M 00 00 00 00 00 00 105 Series 106.160 Series' 129 Series' 12 RA.. 23 R/L. 24 RIL 107 Series' 108 Series 30e Series Series' 'This glass Ld may also be used to, The following door style: Eyebrow $-panel with scroll Oak raff ARkEK" r..r�.,.•, �- n r .,� ..r [I J�� Masonite International Corporation April 29 2J07 a, ronr.n.m;"W3.11 o or ,oeoer a�p,oamenr mi45 )DMdRNq�i. OePyn rco YOCoG fawn woau is cnawe «,moor "Ke �''' XO or OX Glazed Inswing Unit . r APPROVED DOOR STYLES: 3/4 GLASS: n00nn 404 Series e10 Series APPROVED SIDELITE STYLES: 11 129 Series 200 Series CERTIFIED TEST REPORTS: 0 0 12R, 12L. 23R. 23L. 450 Series 24R, 24L Series FIBERGLASS DOORS FULL GLASS: 0 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series 152 Series 1e9 Series 0 109 Series 120. 122 Series 300 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: 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'� r..�...•., r.urt .1 r.,,,.r.....a rs..p... e.n., om.. PRfM v':'%..//..✓.:... April 29 2002 Masonite International Corporation o., con_no noo,an, a WodVn .n`o,O,MM, nlaatS SptEdKalga3, as.en and erddun dtud S.5.tcr 10 Cnanet wdnatl noKl oxo ■ Oe tI I ■ Glazed Inswing Unit ' APPROVED ARRANGEMENT: ' ° '4L o, ,T Single Door with 2 Sidelites Maximum unit size • 9.0- x 6'8- Design Pressure +52.0/-52.0 Limited water unless special threshold design Is used. 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 location is determined by ASCE 7-nat1011131. 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: UD go 00 00 nil 000 too series 133. 13S Series 136 Series 822 Series 1/2 GLASS: 0 ° 00 00 00 00 00 00 105 Series t06, 160 Series' 129 Series' 12 RIL, 23 NIL, 24 Nil. 107 Series' 108 Series 304 Series Series' Nis glass kit may also be ose0 in the following (1001 style- Eyebrow 5 panel will) scroll Oak raft AR EK'+ E.tl ,..t• ....L , u • n , � a--� IIUI NI:L A\\ LN1 "1' UU<)"\ •- O-.��Ir O.s•• Apld29 200? Masonite International Corporation Ow( WOO"", or 0,00"t-Wo.e.e,n mEka $W11Kao�s. devo- 1"0 mDOVeI otlir Si3OKtl to ~91 IMOW -01Kt OXO Glazed Inswing Unit COP-WL-MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as on 404 Series 410 Series 109 Series 114, 120.122 t52 Series 149 Serbs 300 Series Series APPROVED SIDELITE STYLES: f � 129 Series 200 Series 12R, 12L, 23R. 23L, 450 Series 152 Serbs 149 Serbs 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P,EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1'-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 Oak,r�ff AR k EK'- t•r,�r.••1llr-T r .. yrr n I<•rure.t I�IUIM<:L•\1.l LNINI' UI/l)Ml !b^�T••v`C ra••rrr•-Emry Oowr f"n�I1. /)r)C,I�n��i. rr [I• - 0.• r O--rr Apri129,2D02 our C"Imuure prooriM or product enDrOelrnMt rMaeS SW,jKat*n$. delgn aM D,00 l Masonite International Corporation detau SAW to Crrarpe wnMN rw4t. OXXO ' ' '' ' ' Glazed Inswing Unit n FIBERGLASS DOORS APPROVED ARRANGEMENT: O O+ 3 4e Yf.. Double Door with 2 Sidelites Maximum unit size . 12'0' x 6'8" Design Pressure +52.0/-52.0 limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geogralo k location is determined by ASCE 7-national. state or Weal 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: am oa °U ao on oo 101 an 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ 00 0� 0 � � no no on on nn 00 105 Series 106, 16o Series' 129 Series' 12 R0., 23 R/l. 24 Rll 107 Series' 108 Series 304 Series Series' 'This grass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft Te AR EK'� r.a. '•'•' •m A W .....1 •lain 110-1 IIIfIMt:l .\\\ lf+T nY'Uc1Uµ\ �1n.wM04we4"F.w1 Daw1 l)!)Cl/� � ——o..rq 0..., ❑ Masonite international Corporation April2B 2002 ow contmVIN P1001am 01 woduD -oloremenl makes sw.'J aWs dePOn am 0100utt 01U11 10 Comae ..,iW n.k- OXXO Glazed Inswing Unit COP-WL-MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: n 0 Y: t a 00 110 404 Series 410 Series 109 series 114. 120, 122 152 Series 149 Series 3D0 Series Series APPROVED SIDELITE STYLES: 4 r 129 Series 200 Series 12R, 12L, 23R. 23L, 450 Series 152 Serbs 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Serbs 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 1I-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 6CC0 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, PE. — License Number 56533 Oak$; AR q EK'" r.rr�.,.• , r.eT ..M.r,. K r n.¢ r.c,�a cnr , unu,r, w...r..w.e ra..M•bwr oo,.. ❑ re �E/%i ��n%.✓/.+/..... Masonite International Corporation April29 2002 0., cM mi q proerem or erodud mprpvemerq mikes 3PtCd 1*M. det.drr erb eruden dnad saolecr 10 cn ge w"hom em�e XX Glazed Inswing Unit COP-WL-MA0147.02 8'0" 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 8'0". Double Door Maximum unit site • 6'0' x ST Design Pressure +40.0/-40.0 United water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geograpflk 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: 1/2 GLASS: 0 oa 404 Series 1>m 00 g0 $22 Series 108 Series Oak" AR EK'e r•.le•:.el.l,e� , ......i 1:1111:Mf.LA11 LPNINY 000"S nr^'r•ie"e^F—s—t—rye'• .+ Ow• r Oee,. Aprd29 2002 Masonite International Corporation ow connnu-nc aioq,am a p,oducl ,mmo.emtm Howes sm-ficalnns, des -en and d.00ucl delad WNW 10 [nine' .,snow "We XX ' ' '' ' ' Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK" r.,l ,•..It l•tm Nw..T�•wNrWrr4u lmr, Do••• IMCl/MA�•�� " � s �llU�� ^ 0•• T D•••, I lul'Ml:t •\\.\ Lf�IM\•111 )•iK �I Masonite International Corporation April29 2002 01n wimyme 0•o01am of 0,06u0 unol0•MtM -At$ spK"I"'M. Ots'Vn aM 0100uC1 4111.11~0 10 0W'ge .i1M.t n0D(t XO or OX t' Glazed Inswing Unit 8'0" 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 8'0". Single Door with 1 Sidelite Maldmurn unit size . Co" x 8'0' Design Pressure +40.0/-40.0 Unified water unless special threslroW design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant rMll"i lerds for a specific building design and geographic location is determined by ASCE 7•mlional. 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: as oa 822 Series 1/2 GLASS: El a oa 108 Series 404 Series AR EK" Dale ,4.1... r....r p .., o..na o.e.. Masonite International Corporation Apri79 1002 W, co^e^w^e o.og.a^1 or woo eCl -pore—. makes SPWo ..-s. desro^ a^d M.1.0 oer.n S. W1, W (^Met XO or OXCOP-WL-MA0148-02 Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: y: 30D Series 810 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 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[ ACCORDANCE WITH MIAMI-DADE 8CCO 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). J� ' / &Eq State of Florida, Professional Engineer Kurt Balthazor, P.E. — license Number 56533 AR EK'e .11 ,.•.I. I.Un Oak raft .....1. , a n 1'IUIMI:IA{\ LN-rM)" U111)"\ I'e^'T•••'^•'*•'t""f��• rn�J yl ��.�Ir/r•. •. ��//yt � •. ovnIr Dee•. Masonite International Corporation ApriI29 2002 ()UI Cono0W11Q QIoQIim oI olo0ut1 w^MovemMl miMlS SOK.IKVons. OtSpO ine Q100ut1 otOu svolet, Io Chl.01 "JOON n01"t Ox0 t t . ' I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Single Door with 2 Sidelites Maximum unit sin . 9T 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 for a specific building design and geographic location is determined by ASCE 7-rational, state of local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-MA0004-02 or MAD-WL-MAD007-02 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: 0 as 404 Series as as 822 Series 108 Series U Oak raft AR EK'" r•rI�.I•.1r1.o �...". ....1 PR�,� ,,,. a �. _ Masonite international Corporation April 29 2002 ow comMWmQ Wogram or woo.Cl-p.o+tnitnl mats SW' Kalom. oes.pn 4o0 p.00.0 dela.l 5ubKC110 chMgt wol.oul W-ce OX0 t Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: a r„ 1110 series 300 Series APPROVED SIDELITE STYLES: e50 Series 952 Series 810 series 300 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 a Oak raft AR t EK" i••1y1rf1r I �m I�ItlI:N(iLA [ti Gr+'1'Nl' $iooNS //[/� iMTe.aM ia"rrYu fnlri Donn MA' Pl7f/N✓Vie 6rJ/,ram i. Aprd29 2002 Masonite International Corporation OW COMMUWe Woprim or plotluCl MW0veM"j mike$ SWIlKMO S. DeSIpn and WDODCI tlepll SuW to Comet w0000 WKe OXX0 ' 1 I 1 Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: -41 O �...: i� O ^fib 3•'K"�� yy�y��..e Double Door with 2 Sidelites Maximum unit size - 12'0' z 8'0- Design Pressure +40.0/-40.0 Limited water unless special dweshold 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 reWlkements to a speanc building design and geographk location is determined by ASCE 7-nallon 1. state Or local building cafes specify the edition repuired. 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: n as e0e Serer as 00 822 Series a 108 Series Oak r,4 AR EK'� r.�r-r:••r, r.-T w,•.,a. .. nr�,.-..a 1'1 tlLMGLASS Lr. r'"1' UUUNS w..A•wNre..ry"r—r � a e Masonite International Corporation Apra29 2002 ba Com,mur.e D•OaraT or aod, .ma or q SpKetKai,ons. otspn aml aOdutl dead suged to C"Woe w.moW "01"t OXX0 I 1 Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: w 300 series APPROVED SIDELITE STYLES: 450 Series $52 Series $10 Series 300 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). R ** IState of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oak raft ARTEK" l..le1•.. ,1•eT �111 I: R( N<;l•\\ti LN1'Nl' 11.II3N\ 110L Np.Te.e•rN fMrlb"!."r)Oeen �� n�„��v✓i.x L .. D.e .Dee•• Masonite International Corporal,on Ap,1129 2002 QDI rOnnnl 41"Wam 01 WOOut3 ^D•".01 m443 Spltil(ilOn3. et3pn ane 01000t1 6"",'.bK 110 Ch nQl wnn0. nuna XX Glazed Outswing Unit APPROVED ARRANGEMENT: <ta; 0 0 1 b �iJ 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 37 x 6'8". Double Door Madmum unit site • 6T x 6T Design Pressure +55.0/-55.0 United water unless special threshold design is used, Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant reQlrkements for a specific building design and geographic lecadon Is determined toy ASCE 7-natior8l, state or local building codes speciy the edition rapuired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. _ MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 000 00 00 00 101 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n ❑ ou ouEl n 0 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 RA., 24 fUl 107 Series' 108 Series 30e Series Series' ' This glass kit may also lie used in the following door style: Eyebrow 5-panel with scroll ^ O ale_ AR EK" r-0eg4n E•vEDmn r^U.,rn��•// ✓•:•� E 11n1M1;E.\11 LNTwY Masonite International Corporation Ap,a29 2002 ow to.o.u.ne uroeram or 019010 mDlovemem mrres iDec.l4atu.s. Desp. 4n0 WWD 0 alu., .0 [.Met w4"0 .014E XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ng on an 404 Series 410 Series 109 Series 114.120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, 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). J✓ � / aaf�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" r..,.,... ..., Ne".Tu1wN 1prrl,"tm/I Open ryln' ��✓Vie �.,// h:.n J ❑ ANN -1 14 U1"l:L •\]] Er+TN\ UV11"y ' -. O-1.11 oee.. Masonite International Corporation April2B 2002 01" COnl�nwne O,"e 019,00.0 In0,OVO IM On 00KAKl10". Onlgn 4n0 WOOun O"O %.I.W 10 two, -On001 n0.- M 1' 'I a 1 Glazed Outswing Unit r APPROVED ARRANGEMENT: A 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 unlit size a 6'0- x ST Design Pressure +47.0/-47.0 Limited inter 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: 112 GLASS: n as 404 Series oa 00 622 series 106 Series Oakes AR EK'- [...,...,, Le�•/L re Y Noe�T .oiM iOwNa[mry Dew. IXEMOGM, �IILJ�r ^ oV• � O.e•. V KS I Itl I: N(�l A..\C I: N'rNl' UUt)NS 1;JbLK ;LA. Apn129.2002 Masonite International Corporation ON [ommrmy 01o913m 01 y100.[t my'OVN0te1 m3Nt3 SpKdgalgM. Ot3ry0 ae0 01w"I ot11113ebKtl 10 ~Vt -1-0.1 001Ht /L at " "S'G _`� ;?,CAL MU' LION TO CONC2 = 6 :AMA (A L. S TC JAI: W, n� c j 2' X 4'-,U9E-11!ULii ti5• A.. ,55^^; i• YO Y '1/I Sr. ^ ,AFFI.NG $KS n r—�nn r �kfi x J/C Ci.l.= 7AP?:1i; SMS ; i CONCR_T= OR NP.SONRY� EY CTF'.=ZS !i i I oil 11 SEA A- 3-r :i S£A:chT •_ `wee x 514 $E - YA?='s.'`: SAS re SEALxrT VIii3. BET.;E^-`: ;,, fLA1�=S SECTION A —A. , F S!LL (TYP.) 2 x 3/ 4 SSELFTAPFivG SH. /- : X 7/15 x 1/ 2 SEA_?ti' BETV£EN —k8 X 3/4 SELF ` lOuC S K TA??1N6 Sys J?EEAD (TYPJ SEALPSEWEEN C: r T IO-N A —A Q VINDOV fLAxG=S i fr L17fi F.1.•./DESl�Nc2 «ALaNT B:TVCCN Sii_L (TY?.) V±h±YJV=,ANu_S s8 X 3/Z SEL; I � TAPPiNG SMS ± ! X 4 X 1/8 �--:9 x 3/4 SEL% TAPPewG SMS !CCC S HEAD :.YP.) :NS'A_ 971C� AN.'_HCA 3/:5' D A. "- LA?'„Gk S:iEV ANCri'.< :TYP.) I! Ex ERNALKiLL13% i INSTA:LA•- ::rh LL/F \ CENTRAL FIARMA 8. O. A. F. se X a/a sue_ h1ANUFACT '�'P!N S•-5 Ui�ER NAME: SfCT!Jr•: A —A `2' MAS'Y'F,R FU SE J SILL (TYP.i ! Q e� t: 3i4 S_tr x 2 7/!5 X 3/21 TJ3: MULLiD% -.-I F-.- 1 1/S' M•!N. 2 X 3,'; S_uIF I Ernci =NT APPIN3 SMS S SEALArT BET.EE.% L Ktv_1GU 3/4 SE —1CDC c u TAPPINC SMS F-EAD (TYPO SECTION A —A. i �1 F.v /L•ESIGNER ! S:LL (TYP.) mad x 3/4 SE % TAPPING SP.S 1 x 4 X 3/8 :CDC S HEAD. (�._., SFr TA. 2X4X3/8 TUBE Mlb_L:LN 1 1 i `�Ar• F� X.3/4 SEL% .PP!Nfi SMS SECTION A —A (7) L' A �1 t� ELEVATiO !EYlECFRom ExTE JOR iTnu:SER• 1000/ 5010! ci ANGE SHEET 1 0E 2 Hui 1 ZON- TAL. i ^iC SEC. 10-NvS i SS)KCAPACITIES= Lt'PSI�:LS L'ES'GIN PRE �1 iDRAWN BY: MSH APPROVED BY: �. LJl2 'DATE:c'/ t/7? SCALE:,.TS DWC.: 1HM.FLG ! IS 1000 S.H. I x 2 x 1/8 1000 Sx I x 2 x 3/8 TWO BY WOOD DETAIL C ,IAMB (TYP.) TUBE MULLION JAMB (TYP.) TUBE MULLION BUCK BY OTHERS t8 X 1/2 SELF is X 1/2 SELF 1 1/8, MIN. TAPPING SMS TAPPING SMS EMBEDMENT 2 X 4 X 3/8 \ SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION INSTALLATION ANCHOR 08 WOOD ..__ -,VINDOV FRAME WINDOW FRAME SCREW (TYP.) LU - t MULLION L MULLION 108 X 1-1/2 SELF 08 X 1-1/2 SELF TAPPING SMS INSTALLATION CMILLLIP TAPPING SMS MULLION SECTION A —A (1) SECTION A —A (2) 1000 S.M.APPLIES TO HEAD &SILL WHERE 1" X 4" 1 x 2 7/16 X 1/8 1 X 2 7/16 x 3/8 -IAMB (TYP.) & 2' X 4' TUBE MULLIONS ARE USED 1000 S.H. TUBE MULLION 1000 S.H JAMB (TYP.) ,IAMB (TYPE TUBE MULLION APPLIES TO HEAD & SILL WHERE I' X 2' & i' X 2 7/16" TUBE MULLIONS ARE USED 18 X 1/2 SELF p8 X 1/2 SELF p8 X 1/2 SELF SMS TAPPING SMS INSTALLATION ANCHOR DETAIL B p8 WOOD SCREW TAPPING SMS TAPPING (TYP.) SILL CLIP SEALANT BETWEEN SEALANT BETVEEN SEALANT BETWEEN •e X 1-1/2 SELF WD�IDOV FLANGES 1 1/8, Mix TAPPING SMS i MULLION WINDOW FRAME L MULLION WINDOW t MULLION SECTION A —A (7) EMBEDMENT $HrATHD+G T p8 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS DETAIL C vaoD FRAMDL SECTION A -A Q SECTION A -A (4) ` AUXILIARY PLATE i X 4 X 1/8 1 X 4 x 3/8 �af a•�•D • (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) TUBE MULLION TUBE MILLION ij, B' O` Pit URlD # O O loon S.H. 1000 S.rL JAMB (TYPE 1, 5 _ — JAMB (TYP.) / J 98 SELF TAPPING \ SMS (TYP.) `- DETAIL B MULLION p8 X 1/2 SELF p8 x 1/2 SELF ELEVATION VIEWED FROM EXTERIOR TAPPING SMS TAPPING SMS FLORIDA EXTRUDERS IwERNAnONAL. Ialc SANFORD, FLORIDA TrrLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEALANT BETWEEN VINDOV FRAME SEALANT BETWEEN vINW FRAME 3 SEE OTHER SIDE ( SHEET 2 OF 2) - FOR L MULLION 1 DESIGN PRESSURE CAPACITIES 08 X 1-1/2 SELF TAPPING SMS p8 X 1-1/2 SELF TAPPING SMS DRAWN BY: M S H APPROVED BY: SECTION A —A (5) SECTION A —A (6) DATE:2/6/02 scALE:NTS DWG.: 1VMFIN 4 iy S�:ALtvT E_T S_CTION_ A —A t i r'. A c 7/.5 A :,c TLl3c ML:LL:aN JAM= CTYFJ .iAM3 (T`'F•.; :S x 1/2 S_ 1 TAPPSZ SMS JAMS (TYP) 1 SEALANT BETVEES VINMv FLANGES L MUU I.7 L- cg X 1-1/2 SE; F TAPPING SMS S EC (ION A -A lS; ! X S X I/6 TU2c MULLMN '"^7 S.r+. JAk3CTYP.) . x? X 1/2 Sc F TA Pii S4j SEALANT SETVFEN 60, -nd rLANC_S L M'.LLIDY `- Ile x '.-:/2 SELF 7ArP,:G S-s 1 X2x3/9 t2 x ii2 S=LF . . i\G SMS 1- LT1U! A -A r i X c %f i5 X 3/c IGS3- ! %;Hc M'.7_LION JAMB (TYP.) i. =8 x :f2 SELF TAPPitiC, SMS I ONE BY WOOD—_ L 3L;CK EY 07;Z;s 11 1/4' MIN : 1 � I I - I 1 4E X !/c SELF ., 48 X !-I/2 SELF- `_SEALiJ.i E:'VEEN ! SEALANT BETVEEN TA=P3►.'G SMS VIND^V FLA<rS VINDCV FLAtiGES : K LOCK L MULLIGti SECTION A -A 7, =9 X !-!12 SE.. ':AP?ra.VG SKS .ttTAIL C , .ti-A Ili pETA.'_ C C_P.CRET= - HAS�VRY / BY r,TH=<^Sr Q . t\ L :\S?A__4`1':N i! 7 A M: •GK TC Lori-r2 0 i-t AZ 1 r, UES 'v i-ZA3 k SiLL W-!:R= 1' X f''-TA!! c 1 r INSTAL LAT:Dti A,N CHM 1 r SCREV ARCHaz C y=.) �! I J !Hl S:LL CLIP Q 1 1/4, MIN. . EM3EuMENT I — P.^<_CA$; SILL BY CT1rEHS •! !XS :ZRY P; .w.TF .:ram ALL:TICN&L A%CHORS, V-_N REN JIRED) r--f E) ! i I f cc_r cwoo.uc J � � I M{ q; IiDi I i - - SMS (TYP.) Le x 1/2 SELF VIEWEC F;�OM EXT_.R OR TA?P:r:_ s.!s ---- --- ---- IN1EftvAT10NAL. INC FLORIDA EXTRUDERS sANFoftD,oRmA TITLE:SER' 1000/I�CO FLANGE SHEET 1 0 t. � c `_y_ N �ti SE::TiONS \ ScA• ANi _TWEE" , V!N3'1 -IAKsES SEE ETHER S I DE ( SHEET % .0; 2) FOR \ LM:;L:.WN DESIZ,%. PRESSURE CAPACITIES- `- or, x :-V2 SEL- TA?P*NG SNS FEB 15 :;YTS ;DRAWN BY: MS" APPROVED BY: y(1 DATE:='/I/02 SCALE: S DWG.: IWA.LG i x Z X I/8 S.r.-- ! X 2 X 3/e :G X SELFf. X :/' Tt SELF -`X.-4 X 3/6 AG?iAIV SMS _ 1u'C-, 5.-. .S:. 1 SZ." Sl!s cfi�r-T:QN A -A /') c CT E\ A.- x•, I! X is 7,:_ !: 8 / X 2 7/!E x 3/E , tiBi1:i'_ L � L�•T tc ,v,L+ MN JAY: (TY?.J JAM3 u(T r 11 II 1 TAX I/2 SELF `� aA. X i/B SELF TP.??iNG SHS I r :P.??1N" SMS SEALANT RETV£EN r_aavT SErv£Ea _/ ViN:AV -_AMGES viY�J FLA%c-rs K8 X 1-1/2 SSLF APPIM3 S S A —A (4) SECT UP: c—F � 1) c_CTt{j;., i6CC S.Y. -Y:'.l 1x 4x!/E Ty;.?C MULL [nti 1COE Sr.. - IpwO ;'vFl 1 KE X i/c' SE°_F TAPPING SMS 1 I i TYP:CAL VE .7:CA_ TO eCK ZCS:A_ VLILLIOK iO V;.LL -CN I I INTERNAL CLIP �/- ss x _ S--; sss _ '•X OR =X MJL! _ C`Y:.) SEAL-W \— x8 X 1-!/2 SELF V:NDCV FLANGES L 'I-'-"' TAPn'NC S'�S SECT ON A -A r71 1X4X3/e ?Il' PLC fm��'1E .� F� L _a8 X 1/2 SELF TA=PiNG SMS SEALANT BETWEEN SEALANT B:T.__N vIN[CV FLAKaF ':1::P.-_•V f_,1cES V 58 X i-'./[ SE_c L MOLLION \` L 96£_'_MN TcPF k:: S'!S — ea x :-i/2 SELF ! vS _ i I A' i ` !?^ u/tl;,T HP, 5 % ) i - RtSTr�_ATION AYC.H.'•G r3/IS* MA. TAPM% S REV avCrLR TYPE I I i Si_ = • 1/4' KIM r Q\ Euc"1XE1T ?<<C!ST S:LI__ 3Y OTHERS —--AUXIL!AR PI ATF i 0 ;Z A:!SlTIQfEAL A<xI,^CS. VHEN RE( [ O I I l__1 __11L0 _ ' o I i FLORIDA EXTRUDERS I s�ORD. FwR INC rrrLE:SrR 1000/15010 :LA,NGE SHEET 1 GE. c VERTICAL MULLION INTO HORIZONTAL E .-OR LLS 1 GN PRI SSU- r CAPACITIES )RAKN BY: MSHJAPPROYED BY: )ATE: [/ b/ "% SCAM X i J DWG.: 1 Vt»t�lf LG 0 I 3/ I SEALANT BETVEEN A WINDOW RANGES I t MULLION I I j 2000 P.V./DESIGNER SILL (TYP.) 18 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION ` SEALANT BETWEEN WINDOW FLANGES- & MULLION APPLIES TO HEAD do SILL WHERE I" X 4" AUXILIARY PLA DETAIL & 2* X 4' TUBE MULLIONS ARE USED 2000 P.V./DESIGNER I R ADDITIONAL AMCKRS. WHEN REDUIRED) SILL (TYP.) 0 47 BB X 3/4 SELF SHEATHING TAPPING SMS 1 X 2 7/16 X 3/8 -- TUBE MULLION /— INSTALLATION ANCHOR EBB (WOOD MULLION 0 EXTERNAL MULLION INSTALLATION CLIP TWO BY VOOD BUCK BY OTHERS 08 X 3/4 SELF \-08 X 3/4 SELF 1000 S.H. TAPPING SMS 1ow S.H. TAPPING SMS HEAD (TYP.) HEAD (TYP.) 2000 P.V./DESIGNER SECTION A -A (1) SECTION A -A (2) SILL (TYP.) k8 X 3/4 SELF TAPPING SMS 2 X 4 X3/8 TUBE MULLION �[�y F`LOIDA $' (�Fi_T� WIL Al>—��.• SEALANT 1 la��i+�+lli ��jj WINDOW Fl NAM, L MULLION AC s D o D DETAR [, SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES 18 X 3/4 SELF TAPPING SMS 1 WINDOW RANGES L MILLION S MULLION . 1000 S.H. 2000 P.V./DESIGNER SILL (TYP.) 2000 P.V./DESIGNER SILL (TYP.) HEAD (TYP.) B8 X 3/4 SELF TAPPING SMS TUBE4MULLION R8 X 3/4 SELF TAPPING SMS 4=7W==M T SECTION A —A (S) I X 4 X 3/8 TUBE MULLION MILLION APPLIES TO MEAD t SILL WHERE V A 2' At V X 2 7/16• TUBE MULLIONS ARE USED DETAIL stwrMRc f—i INSTALLATION ANCHOR 68 WOOD SCREV (TYP) "_HI)RQ CLIP �l �.I L8• MRt ___111 EMBEDMENT FLORIDA EXTRUDERS s EmA 00 � L- 'Nc Tnu: SER. 2000 FIN SHEET 1 OF 2 { btftt HORIZONTAL MULLION SECTIONS TRIPLE 1 SEE OTHER SIDE (SHEET 2 OF 2) FOR 1 8 X 3/4 SELF AS X 3/4 SELF DESIGN PRESSURE CAPACITIES 1D00 SA TAPPING SMS 1000 S.H. SMS HEAD (TYP.) HEAD (TYP.) 1 ED [OC2 DRAWN BY: MSH APPROVED BY: SECTION A —A (3) SECTION A —A (4) DATE:2/6/02 SCMX:NTS DWG.: 2HMFINTR 0 30 2000 r P.V./DESIGNER SILL CTYPJ I 8 X 3/4 SELF . NkAPPING SMS IX27/16XL8 TUBE MULLION ;EALANT BETVEEN SEALANT BETVEEN /DVDDv FLANGES VINDOV FLANGES- . MILLION L MULLION TYPICAL MULLION TO CONCRETE O JAMS (APPLIES TO JAMB WHERE I- X 4- DETAIL B h 2' X 4' TUBE MULLIONS ARE USED) Q 2000 P.V✓DESIGNER SILL (TYP.) CONCRETE OR MASONRY k8 X 3/4 SELF BY OTHERS TAPPING SMS 1 X 2 7/16 X 3/0 TUBE MULLION SELF V2000 P.V✓DESIGNER k8 X 3/4 SELF SILL CTYPJ k8 X 3/4 - 2000 S.HL TAPPTNC' SMS 2000 S.H. TAPPING SMS HEAD CTYPJ IS HEAD CTYPJ I8 X 3/4 SELF SMS SECTION A -A (1) SECTION A -A (2) /-2X4X3/8 TUBE MULLION L A r. ,fT. �`, !� • ®• � • SEALANT FLANGE gRAL VINDOV FLANGE CERYU&NU4� 4 NAME: L MULLIIIN IC S1 e`Y_A gR FU E # �-08 X 3/4 SELF TAPPING SMS SEALANT BETVEEN vINDOY FLANGES - .. L MULLION 2000 S.H. 2000 P.V./DESIGNER 2000 P.V./DESIGNER HEAD (TYPJ SILL CTYPJ rSILL (TYPJ SECTION A -A (5) 1 8 X 3/4 SELF r •8 X 3/4 SELF TAPPING S1 X 4 X 1/8 TAPPING 1 XS 4 X 3/8 TUBE MULLION TUBE MULLION / SEALANT BETVEkN VINDOW FLANGES L MILLION t8 X 3/4 SELF 08 X 3/4 SELF 111 P TAPPING SMS TAPPING SMS v v 2000 S.H. 2000 S.H. HEAD CTYPJ HEAD CTYPJ -SECTION A -A (3) SECTION A -A (4) 18 8m INSTALLATION ANCHOR 3/16' DIA. TAPCON SCREV ANCHOR (TYPJ ONE BY VOOD EXTERNAL:MULLION INSTALLATION CLIP BUCK BY OTHERS . Q ' MULLION Q 1--1 1/4' MIN. EMBEDMENT )ETAIL R .... r- A t 1--- A ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, EDA SANFORD, FLORIDA =: SER. 2000-� FLANGE SHEET- I .OF` 2 TRIPLE HORIZONTAL MULLI❑N,SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN-PRESSURE•CAPACITIES )RAAN BY. MSH APPROVED BY: )ATE:2/6/02 •- SCALE: NTS DWG :--2HMFLGTR 2000 S.H. 2000 SJ{ 1 x 2 7/16 X 1/8 JAMB (TYP.) ,AMB (TYPJ TUBE MULLION a8 x 1/2 SELF TAPPING SMS IX27ZING X3/8 TUBE 1/2 SELF SMS 2 X 4 X 3/8 TUBE MULLION SEALANT SEALANT BETVEEH H8 % 1-1/2 SELF 2000 SUi IND WOV RANGES WINDOW FLANGES TAPPING SMS JAMB (TYPJ L. t MULLMN .. IIe x 1-1/2 SELF TAPPING SMS SECTION A —A W SECTION A —A (2) 1 X4X1/8 1 X 4 X 3/8 Ir TUBE MULLION / TUBE MULLION 2000 S.M.2000 S.H.SEALANT WINDOW FLANG]FLANGEESS ,JB tMULLION AM(TYPJ IAMB (TYPJ AM M8 X 1/2 SELF 08 X 1/2 SELF TAPPING SMS �-4p_ TAPPING SMS LJ �08X,.1-1/2 BETWEEN SEALANT BETVEEN SELF WI11)IOV FLANGES WINDOW FLANGES G SMS L MULLION L MULLII7N N8x1-1/2 SELF TAPPING SMS SECTION A —A (3) SECTION A —A (4) CENI,aAL FLOOD � Hi ��Vml o R # '1 > DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MUWON O(STALLA INTERNAL CL �9 IX OR 2X MULL L- 1X F1R ?X MIA_L DETAIL B TION ANCHOR TAPCOI SCREW1CI1DR CTYPJ CLIP P&�11.6�LDIA l/� MIN EMHEDNENTPRECAST SILL BY OTHERS I AUXILIARY PLATE (FOR ADDITIONAL ANCMORS, WHEN REQUIRED) 0 o -=o MULLION t8 SELF TAPPING -� SMS (TYPJ DFTAfL B Fl FVAMON VIEWED FROM EXTERIOR , FLORIDA EXTRUDERS R ° F oi�A rriz.I:: SER. 2000 FLANGE SHEET. 'I - OF 2 VERTICAL MULLION INTO HORIZONTAL. SEE OTHER SIDE ( SHEET 2 .OF 2) FOR . DESIGN PRESSURE CAPACITIES 18 z MIL, DRAWN BY: JBH JAPPROVED BY: DAT•E:2/2/02 SCAU:NTS DWG.:..2VMHMFLG R8 X 1/2 SELF TAPPING SMS H8 X 1-1/2 SELF TAPPING SMS .L51 SEALANT BETWEEN WINDOW FLANGES L MULLION U qi un. MANUF` ACTU--aR NAME- FRE# 7 - M11.L1IW 2000 P.W./DESIGNER 2000 P.W./DESIGNER SILL (TYP.) SILL '(TYP.) N8 X 3/4 SELF B8 X 3/4 SELF TAPPING SMS TAPPING SMS . 1X27/16X1/8 1X27/16X3/1 TUBE MULLION TUBE MULLION SEALANT BETWEEN /I Ti.:: AUXILLARY PLATE ADDITIONAL ANCHORS, WHEN REGLARED) DETAIL C O rm O O TVO BY WOOD , BUCK BY OTHER APPLIES TO HEAD & SILL WHERE 1' X 4' & 2' X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR N8 WOOD SCREW (TYP.) /— EXTERNAL MULLION INSTALLATION CLIP MULLION WINDOW FLANGES L MULLION �—N8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (1) SEALANT BETWEEN SEALANT BETWEEN VINDOV FLANGES WINDOW FLANGES L MULLION L MULLION 2000 P.V./DESIGNER SILL (TYP.) --- 8 X 3/4 SELF / TAPPING SMS IX 4 X1/8 TUBE MULLION "— N8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (3) 2000 P.V✓DESIGNER WTAR E� I— A SILL (TYP.) 1 N8 X 3/4 SELF 1 L — A C1000 S.H. TAPPING SMS N8 X 3/4 SELF HEAD (TYP.) TAPPING SMS 2X4X3/8 SECTION A -A (2) TUBE MULLION 1 1/8' MIN E14BEDMEN FI FVATXIN SEALANT BETWEEN VIEWED -FROM DCTERJOR VINDOV FLANGE DETAIL 8 APPLIES TO HEAD k SILL WHERE 1' X Y L MULLION - A I- X 2 7/16- TUBE YUUJONS ARE USED vc.nm.c DASTALLARU+ ANCHOR 98 WOOD SCREW (TYP.) FOWL CLIP 2000 P.V./DESIGNER N8 X 3/4 SELF SILL (TYP.) TAPPING SMS 08 X 3/4 SELF TAPPING SMS —1000 S.H. SECTION A —A (S) I ! L8' NIH 1 X 4 X 3/8 HEAD (TYP.) 'iil EHBEDNENT PTAPPINGSMS UBE MULLION FLORIDA EXTRUDERS INTERNATIONAL, D, FLORIDAINCSANFORD, FOA 'T►' M SER. 2000 FIN SHEET 1 OF 2 TWIN HORIZONTAL MULLION SECTIONS ` SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES f E9 c1�2 HEAD (TYP.) 1DRAWN BY: MSH APPROVED BY: SECTION A -A (4) DATE:2/6/02 I SCALE: N T S DWG.: 2HMF INTW 0 0 D 2000 P.VJDESIGNER SILL (TYP.) N8 X 3/4 SELF TAPPING SMS S X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES L MULLMN FLANGES M L e mN L LLIDM \--NB X 3/4 SELF — 2000 S}L TAPPING SMS HEAD (TYP.) SECTION A—ASECTION A—A(1) TYPICAL MULLION TO CONCRETE 0 JAMB (APPLIES TO JAMB WHERE 1' X 4' DETAIL do 2' X 4' TUBE MULLIONS ARE USED) _ Q CONCRETE OR MASONRY BY OTHERS Z000 P.VJDESIG14ER SILL (TYPJ �Na 08 X 3/4 SELF TAPPING SMS I X 2 7/16 X 3/8 ONE BY VOOD_� TUBE MULLION BUCK BY OTHERS Q . \--#8 X 3/4 SELF �__ 2000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (2) SEALANT BETWEEN WtMW FLANGE L MULLION 2000 P.VJDESIGNER SILL (TYP.) N8 X 3/4 SELF TAPPING SMS 2X4X3/6 TUBE MULLION INSTALLATION ANCHDR 3/16' DTA TAPCON SCREW ANCHOR (TYP) —EXTERNAL MULLION INSTALLATION CLIP 4- `-1 1/4' MIN. EMBEDMENT MULLION Y_,ANUFACTURER NAM: VD&eS DETAIL B_' A FGV/• ID� ��!!1 f y FOE N8 X 3/4 SELF L A TAPPING SMS SEALANT BETWEEN WIIDOV FLANGES L MULLION P.WJDESIGNER 2000 S.H. HEAD (TYP) 2000 P.V./DESIGNER 2000 SILL (TYPJ SILL (TYP.) SECTION A —A (5) N8 X 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS IX4X1/8 IX4X3/8 ATI N. TUBE MULLION TUBE MULLION VIEWED FROM EXTERIOR INC DA SANFORD, FIARmA FLORIDA EXTRUDERS nTr, FLORIDA SEALANT BETWEEN - WINDOW FLANGES L MLLLMN TITLE: SER. 2000 FLANGE SHEET 1 OF 2 TWIN HORIZONTAL MULLION SECTIONS _ N8 X 3/4 SELF lib X 3/4 SELF TAPPING SMS SEE OTHER SIDE (SHEET 2 OF -2) FOR TAPPING SMS 2000 S.H. - DESIGN PRESSURE CAPAC I_T I ES 2000 S.H. HEAD (TYP.) HEAD (TYP.) SECTION A (3) SECTION A —A (4) 1 F_B 2M2 imm BY:MSH APPROVED -BY: _ DATE:2/_4/02 SCALE:NTS DT►c. `2HMFLGTW 0 SEALANT BETWEEN WINDOV FLANGES L MULLION A11Y1_ LUHY PLATE 6IIi ADOITMNAL ANOOn. WHCX ItEDAPCD) O CENTP,41 FI,OWDA B. ©. A. F. MARWACTUREP. NAME: p _o — h., STER FILE 0 SOLO P.VJDESIGNER 2000 P.VJIESIGNLK 1 SILL (TYPJ SILL (TYPJ 118 X 3/4 $ELF 3/4 SELF PING SMSTAPPING SNS ogsX 1%27/16X1/8 TUBE MULLIONTUHE X 27/16X3/8 MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION \--18 X 3/4 SELF IOOO SA TAPPING SMS HEAD (TYPJ SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN vINDOW FLANGES WINDOW FLANGES L MULLION L MULLION 2000 P.V./DESIGNER SILL (TYPJ i8 X 3/4 SELF / TAPPING SMS / I TUBE MULLION 08 X 3/4 SELF TAPPING SMS 1000 SA MEAD (TYPJ inns e_e (i1 /4 SELF _ ING SNS HEAD (TYPJ SECTION A —A (2) SEALANT BETWEEN WINDOW FLANGE — L MULLION DETAIL C TWO BY WOOD BUCK BY OTHEF SOLO P.V./DESIGNER SILL (TYP.) i8 X 3/4 TAPPING SMS 2X4X3/8 �6 APPLIES TO HEAD k SILL WHERE I' X 4" do 2' X 4" TUBE MUWONS ARE USED SHEATHING INSTALLATION ANNCH13R 48 VOOD SCREW (TYPJ EXTERNAL. MULLION INSTALLATION CLIP M(1LLION DEIBIL_C� �r� A 1 A / 1 J L - =14--aq / TUBE KA-LION / 1 1 1/8' MIN. EMBEDMENT Fl NATION VIEWED FROM EXTERKIR DETAIL B APPLIES TO WAD k SILL WHERE 1' X 2' k 1' X 2 7/16' TUBE MULLIONS ARE USED pcnnoc INSTALLATION ANCENTR SECTION A —A (5) (TieYP) .) uREv HMLL CLIP 2000 P.VJDESIGNER i8 X 3/4 SELF SILL (TYPO TAPPING SMS I �T V�AP;1�'Z., /aSELF X4 X 3/8 H�DS<TYP.> UBE MULLIONFLORIDA EXTRUDERS S�OR F o�ATrrLE:SER. 2000 FIN SHEET I OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES TAPPING SMS 1 LB 2t1�2 HEAD S.H.DRAWN BY: �MSH APPROVED BY:HEAD (TYPJSECTION A —A (a) DATE:2/6/scALE:NTS Dxc.: 2HMFIN SEALANT BETWEEN WINDOW FLANGES MUL.LmN 2000 P.V./DESIGNER r SILL (TYPE / k8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 F TUHE MULL113N \--k8 X 3/4 SELF — 2000 S.H. TAPPING -SMS HEAD (TYP.) SECTION A —A (1) TYPICAL MULLION TO CONCRETE O JAMB (APPLIES TO JAMB WHERE 1- X 4- DETAIL k 2' X 4' TUBE MULLIONS ARE USED) Q SEALANT BETWEEN CONCRETE OR MASONRY VINDOV FLANGES BY OTHERS t MULLIONI 20M P.V./#SIGNER r SILL (TYPJ r 08 X 3/4 SELF TAPPING SMS 1 1 X 2 7/16 X 3/8 1 TUBE MULLION \--#8 X 3/4 SELF 2000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (2) SEALANT BETVEEN VINDOV FLANGE - L MJLLD)N ®, CENT0L , FLU .1 ACT IF oA F # SEALANT BETWEEN SEANSEALANTBETWEEN VINDOV FLANGES t NDaFLANGES L M.LN 2000 P.WDESiGNER 2000 P.W./DESIGNER SILL (TYP.) SILL (TYPJ k8 X 3/4 SELF k8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4 X TUBE MULLION 3/8 TUBE MULLION `— k8 % 3/4 SELF \— k8 X 3/4 SELF \ `— 2000 S.M.TAPPING SMS TAPPING SMS 2000 S.H. HEAD (TYPJ HEAD (TYP.) SECTION A —A U3) SECTION A —A (4) INSTALLATMN ANCHOR 3/16' RLA. TAPCUN SCREV ANCHOR (TYPJ ONE BY WOOD EXTERNAL MULLIMN INSTALLATMN CLIP BUICK BY OTHERS Q . 20W P.V./1ESIGNER SILL (TYPJ . k8 X 3/4 SELF TAPPING SMS 2X4X3/8 TI ■ • • k r TUHE MULLION 7,, 8 X 3/4 SELF APPING SMS HEAD (TYPE SECTION A —A (5) -Y E8 20U MLLMN Q L1 1/4' MIN. EMBEDMENT ELEVATION 1 VIEWED FROM EXTERIOR FLORIDA EXTRUDERS WERNATIONAL, INC smFoRD, FLORIDA TITLE: SER. 2000 FLANGE SHEET. I OF. 2 HORIZONTAL MULLION SECTIONS _ SEE OTHER SIDE (SHEET'2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY. DATE:2/4/02 -- SCAU: NTS ..._" Dwr,.: -.2HMFLG=-....:. ay 2000 S.M. 2m S.H. JAMB (TYPJ 1 X 2 7/16 X 1/8 JAMB (TYPJ TUBE MULLION Ff N8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN VINDOW FRAME L MULLION 08 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) 1 1/8, MIN. EMBEDMENT IX27/16X3/9 TUBE MULLION 2 X 4 X 3/8 TUBE MULLION .8 X 1/2 SELF TAPPING SMS _SEALANT BETWEEN WINDOW FRAME L MULLION R8 X 1-1/2 SELF TAPPING SMS SECTION A -A (2) I CENTRAL FLORIDA B.O.A.F. I j MMflUFACTIRER NAME: I isGoXIFA t2z tl I MASTER FILE # % IX4X1/8 1X4X3/8 TUBE MULLION TUBE MULLION 2000 S.H. zoSA (T P.)l n JAMB (TTPJini JAMB � Is X 1/2 SELF TAPPING SMS �L SEALANT BETWEEN WINDOW FRAME L MULLION \-#8 X I-1/2 SELF TAPPING SMS SECTION A -A (3) 20o0 S.M. JAMB (TYPJ TWO BY WOOD BUCK BY OTHERS a DETAIL C "�— SHEATHING INSTALLATION ANCHOR $8 WOOD SCREW (TYPJ = EXTERNAL MULLION INSTALLATION CLIP MULLION . APPLIES TO HEAD & SILL WHERE 1" X 4" & 2" X 4" TUBE MULLIONS ARE USED Is x 1/2 SELF APPLIES TO HEAD & SILL WHERE 1" X 2" TAPPING SMS & 1" X 2 7/16" TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL BS (TYPJ v�D SCREW . �SILL CUP BETWEE N8 X 1-1/2 SELF \ /WINDOWALANTFLANGESN 1 1/8, MIN. TAPPING SMS L MULLION EMBEDMENT SECTION A -A O SNCATH04 —� DETAIL C N8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME L MILLION NS x 1-1/2 SELF TAPPING SMS SECTION A -A (4) N8 SELF TAPPING - SMS (TYPJ . ELEVATION VIEWED FROM E; b < AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) DFTAIL B MULLION IOR FLORIDA EXTRUDERS INTERNATIONAL. INC. SANFORD, FLORIDA TITLE:SER. 2000 FIN SHEET I OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/6/02 I SCALE: N T S DWG.: 2VMF IN 23 2000 SJ-L I X 2 7/16 X 1/8 2000 SJ-L JAMB (TYPJ TUBE MULLION JAMB (TYPJ 1 f8 X 1/2 SELF TAPPING SMS SEALANT BETVEEN WINDDV FLANGES L MULLION N8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) IX4X1/8 TUBE MULLION SA NB 0 TYPJ I I 11 JAMBB((T PJ *8 X 1/2 SELF TAPPING SMS ONE BY VOOD I X 2 7/16 X 3/8 BUCK BY OTHERS TUBE MULLION 1 1/4' MIN. a EMBEDMENT a M8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR 3/16' DIA SEALANT BETWEEN vvmv FLANGES L MULLION 08 X 1-1/2 SELF TAPPING SMS SECTION A —A (2) 1X4X3/8 TUBE MULLION DETAILC CONCRETE OR MASONRY' BY OTHERS a:. 2X4X3/8 TAPCON SCREV ANCHOR (TYPJEXTERNAL MULLION INSTALLATION CLIP - TUBE MULLION TYPICAL MULLION TO CONCRETE O HEAD 2000 S.H. !4A LD7N (APPLIES TO HEAD -& SILL WHERE 1' X 4 JAMB RYPJ do 2' X 4'_ TUBE MULLIONS ARE USED) B s8 X 1/2 Sny DETAIL B TAPPING SMS L INSTALLATION ANCHOR 88 X 1-1/2 SELF SEALANT-BLTVEEN TAPPING SMS VINDOV FLANGES L MlLL= . SECTION A=A (5) DETAIL C i8 X 1/2 SELF TAPPING SMS SEALANT BETVEEN SEALANT BETWEEN VINW WINDOW FLANGES WINDOW FLANGES L MULUGN VL MULLION rib X 1-1/2 SELF t8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (3) *SECTION A —A (4) B.0. A. F. MANIFACTtJPSIR NAM L oRi v bLks TE,R FRE 3/16' DIA. TAPCON SCREV ANCHOR (TPJ SILL CLIP Q 1 1/4' MIK EMBEDMENT PRECAST SILL -BY -OTHERS AUXILIARY. PLATE (FOR -ADDITIONAL ANCHORS, WHEN REQUIRED) � 0 M8 SELF TAPPING \ SMS (TYPJ r ` DETAIL B MUL'LIDN ELEVATION Q+ VIEWED FROM EXTERIOR FLORIDA EXTRUDERS nwERmnoN'u. 'Nc SANFORD, FLORIDA tee: SER. 2000 FLANGE SHEET 1 OF. 2 vvl VERTICAL MULLION SECTIONS SEE OTHER;SIDE-<SHEET 2 OF 2) FOR 18 : AM DESIGN PRESSURE -CAPACITIES.: DRAWN BY: JBH APPROVED BY:-`'' -- DATE:2/2/02 sCALE: NTS DWG.: 2VMFL' G r 1 A A Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xis PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 2 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 11000 3 JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION IFLEX0029 11000 INDEX MASTER FILE NUMBER 2 IFLEX0020 11000 4 'INSTALLATION DETAIL WYTAPCONS HORZ. SLIDING FLANGE WINDOW INDEX -_' MASTER FILE NUMBER 3 6 JINSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0016 11000,1500 & 2000 6 JINSTALLATION DETAIL W/#8 SCREWS IFLEX0026 11000,1500 & 2000 INDEX MASTER FILE NUMBER 4 7 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0018 1000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 1000,1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1760 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000.1750 & 2000 INDEX 12 MASTER FILE NUMBER 6 JSMNG GLASS DOOR INSTALLATION WITH TAPCONS IFLEX0021 1600,1000 & 2000 13 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS I FLEX0027 1500,1000 & 2000 INDEX 14 MASTER FILE NUMBER 6 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 / 1600 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 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 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFIN 1000 / 1500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFIN 1100011500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFLG 1100011500 22 IFLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES jiVMHMFLG 1100011600 INDEX " 23 MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES TVMFIN 2000 31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLG 12000 Page 1 of 1 milemastere.ids Q ALM WINDOWS BY MORIDA EXTRUDERS Tm TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 SINGLE HUNG SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X 79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MaSONRI OPENING BY OTHERS ONE BY V003 BUCK 9, OTHERS CAULK BETVEEN WINDOW FLANC- I WOOD BUCK STUCCO I BY 13 THERS PERIMETER CAULK BY OTHERS GLASS (7YP.) (SEE NOTES) VINDOV )EIGHT GE BY WOOD - SUCK BY CT-IERS CAULK BETVEEN WOOD BUCK L M-S Y OPENING RUCK VIDIM BY OTHERS SHIM AS REO D INSTALLATION ANCHOR FLANGE TYPE !/A' XGx - 3/16' DIA. TAPCON WINDOW FRAME (' NOTES) SHDvN (SEE Mlif 9) JAMB INSTALLATION 3/IE DIATAPCON. TAPCON SHOWN (SEE NOTE 9) O V 1-114' MIN CLASS (TYP.) EMBEDMENT (SEE NOTES) e BUCK HEIGHT CONCRETE OR MA:a.RT OPENING _Y OTHERS t•v.• NIx \ I D v CAULK BETVEEN / /," t WINDOW FLANGE ./ I WOOD BUCK PERM ETER CAULK HY OTHERS WINDOW WIDTH 1 STUCCO QY OTHERS CAULK BETVEEN SECTION B-B HAS Y. ��.IKNG By OTHERS �+--- W I N D O W W T H. ---� j �-c WINDOW HGT. I K- f, ELF VAT 10N VIEW D FROM EXTERIOR SILL STOOL A G 0, OTHERS A O•t''•'� CAULK BETNGVEEN VINDOV FLAE PRECAST SILL Cl-- L PRECAST SILL BY OTHERS CS N, V/VULKEM 116 ADHESIVE CAULK QLA'y\J OR APROvED EOL. T�1i Sr CTION A -A cv _ 61t F 2 12W2 PREPIRES 31 P9.30Ua L APPL![.TICN ULLK:RING. TAPCON LOCATION CHART CALL TIP TO ILOCAI:ONS :?, -1cA (LOCATIONS IN JAMB UP TO TO UP TO SIZE TIP sD .�: soPsF TO 7 022 74 x 26 I CC u u D23 7. X 32 3/e 1 C•i .G.E 1 I,J_K.L U.K.t I D24 7. X 60 e 6/ C _E.0• O.E I.J K.L 1 f X 9 �._.I..A f I,J.K,L 033 I ICE 1/A/X 33 3/e I B.C,C.E I =�.D.E I U.KJ I IJ.K.L 1 A tJ. K B.CS.E T23 )+I x 3E 3/: I B.C., Aj =.D.Ef UJC.L LJ,K,L T • ))) x SO 3/e LJ.K.L IJ K t M2 320 x 26 b..E I,J.K,L I,.I,K. M3 120 X 3B 3/8 B.C.G.: I A �.O.E.F LJ,KJ. I I,J,K.L uA 1 x s e A:E.C.C.: A?.C.O.E G.H,I,.I,K; LJ K,l 6020 72 1 24 � JJ I.J 6030 72 x 36 I C.D 3.C.D.E U I LJ.K.L 604 7 . C.D 3.C:O.E 1J,KJ. I,J.K•L BA x 24 L IJ 7030 e. X 36 B.C.E.: z.C.D.E UJ(1 1.J K.L 7040 A x AA B.C.0 = C.D.E saw- 96 x 24 .: :._. .E $030 96 x 36 E.C.C.E '_ ^ D E I.J,KA AA B.0 �.: �.3.C.DE i I,J.K; C XJ.J K I.J.K.L 9030 10B x 36 B.C..s 3.C,O.E IJ K,L LJ,K,I t • B.C.C._ A,�,C £ I J K L IX- 10020 120 x 2A .v 1 _.l Jf.: LJ I.J.K.( too3o t20 x 36 B.C.CE A9.C,D.£,F IJ,K,L I,J.K,L 10040 120 x 48 B.C." , II J = C.D.E.- LJ.K.L I.J A.L NOTES' 1) SHIM AS REO D A. EAC- INSTA-;ATION ANCHOR. M.J.. ALLOWASLE SHAM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIA_: ALL:L•'VJu A_LOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE Met EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. A) USE SVCONIZE0 ACRr_IC CAULK BEHIND WINDOW F:,ANC- AT HEAD h JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE_ CAULK OR A??RO1t,' EOUAL. H 3) USE SIUCONIZED ACRr_ CAUK FO; PERIMETER SEAL AROUND EXTERIOR -Y OF WINDOW FLANGE. 1 6) 1F EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR AUANTITY LISTED WITH. NEXT LARGER SIZE. FOR THE APPPOPRIATE DESIGN PRESSURE REO'0. J B 7) CUSS THCKNESS MAY WARY PE? THE REDIJIREMEN'S OF ASTM E1300 CLASS CHARTS. e) LETTER CESIONAUOtjS CN THE T,:PCCN LOCATION C-ART PIOCAT£ W',ERE TAPCON ANCHORS ARE TO EE INSTACD WHEN US,NC THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FAC70RY APPLIED r-XES NY DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED w-m, V <__REWS Or SUFFCIENT LTH. TO PRWOE MIN. S/° IN. EMBEDA, E'•T w WOO.`. SUCK. 10) APPLCATrON OF VULKEV 11E A. �ESI`JE CAULK AT ==AME SILL MUST COMPLY WITH SEALAk- uuII;EA.0 TUFF?.S RECOML(ENDATIONS. 11) WHERE WINDOW IS IN: :_LED IN WSCNRY OPEMNi WITH A STPJCTJAL TWO By SUCK. USE B 0 S_==AS OF SUFFICIENT :ENCTH TO AC41E•<- 1-3/E MIN, EM9EDM 7.T AT A INSTALLADON FAE ENER LOCATIONS. PMOKC .J7 60 -0363 C— •07 905-0M> SHEATHING EAL'LK BETWEEN Of CTHERS WINDOW Fir t SH(EATHNG INSTALLATION ANCHOR ■9 SCREW E--VCCJ Or. SIL;NG Br ;-.HERS PERIMETER CAULK BY OTHERS GLAZING <lip) (SEE NOTE 7) I INDOv HEIGHT PERIMETER CA JLK BY OTHERS f• Mim. TWO BY WOOD 3EDHENTr— /— BY OTHERS INSTALLATION II II ANCHOR 8 9 SCRCV STUCCO OR:MEMBEDMCNT SIDING BY OTHERS CAULK BETWEEN WINDOW FINt SHEATHING By OTHERS SECTION A -A Il VINCOW VID7M —+y 1-1O.C. I II MAX iT YP.) liv MAX SHIM SPACE SHIM AS REO'D (SEE NOTES) FIN TYPE WINDOV FRAME HEADER }I("'- 1 WINDOW HEIGHT 'I-- —WINDOW WIDTH IW0 By WOOD BY OTHERS SHIN AS REO'D.� (SEEE n10TES) 1/4' MAX S%1iM S%AC= CAULK BETVEEN INDOW FIN It SHEATHING 1• NI'L EM?EDH=ri _j ' GLAZING (TYPJ J PER•H'ElER (SEE NOTE 7) C 4{JLK EOUALLY rHE ATHING br CTHERS /i..I-SIALLA7:004 SPACE By OT ERS j ANE HORS FIN TYPE WINDOW STUCCO G: —� (TTP.) yOTHERS FRAME JAN3 MING By ANCHOR 43 SCREW B - SECTION B-B MAX 2a• O.C. I�6 (TYP.) F1N TYPE MAX. (TYPJ yJI WINDOW FRAME SILL 6• MAX. (TYPJ ELEVATION VIEWED FROM X ER;OR WARBLE SILL STOOL BY �� }�-rr p OTHERS t7E�.n..J�•�. iS' �. J.ar, NOTES T) SNu AS REO'D. ADJACENT TO EACH NSTA:aT*N ANCNCP. MAX. ALLOw'2LE SHIM STACK TO i A V i CJ.: ;� " �!tC,�i.y i 2) wfNDpw FRAME MATERIAL: ALu(n.+(UUJ ALLOT 6063. 3) INSTALLATION ANCHOR MUST BE OF SVFFHC:ENT L7H. TO x:m-IvE MIN. EVBEDwENT OF I - INTO WOOD FRAME MEMBER. :A C �` 4) USE SIUCOmZEO ACRYLIC CAULK BENNO w:NDOw r;N AT rEAO. SILL t JAMBS. s..Lb _ l._._ 5) USE SYLICONIZED ACRYLIC CAULK FOR PEF.WETER SEA- A=OUNO EXTERR:R OF WINDOW FRAME. �I/4' - -- 6) GLASS THICKNESS MAY VAR -PER THE REUJIREMENTS CC ASTM E1300 GLASS CHARTS.. \ SPACE MASH]NX. 7) INSTALL INSTALLATION FASTENERS AT 6- MAX. FROM COF:.•RS AND MAX. 24' OC. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, w-'H AVCHCR S?ZNC AS STATED. IS 70.0 PSF FOR ALL AvAILAELE SIZES UP TO 73' x 7T* Mu. SHIM AS REO'D. (SEE —r— TWO By WOOD By OTHERS PRCPAPED BY PRODUCT L APPLICATION [!GIK:RING. INC.: ZW INTLTY—I� "VY.. �JITL ZW. H[A--H.7v. HL:z174 JC-' T -¢ •.A —9— •+A — rA_-- ) S SHEATHING CAULK BETWEEN Br OTHERS WINDOW FIN L SMCATMING INSTALLATION ANCHOR as SCREW STUCCO OR 11 SIDING Bt OTHERS PERIMETER CAULK - BY OTHERS GLAZiMG 7, 1, cSEE NOtf » WINDOW HEIGHT PERIMETER I CAULK —\ By OTHERS TWO BY WOOD � BT OTHERS Y 1Cr"E Y+CNT \ / I II� n 1/4- MAX. $H;M SPACE `— SHIN AS REO'D FIN TYPE (SEE NOTES) vINDGv FRANC HEADER — WINDOW WIDTH TWO B+ WOOD BY OTHERS SHIM AS REO'D. (SEE NOTES) I/4' MAX. CAULK BETWEEN WINDOW FIN SHIM SPACE t SHEATHING I' MIN. EMBEDMENT I GLAZING (TYPJ L \'INDOW WIDTH 24. O.C. MAX. A <TYP.) (SEE NOTf 7) FIN TYPE VINDCv FRAME JAMB PERIMETER CA CAULK By C;TAULKMERS STUCCO OR SIDING 9r TNI'RS S. EATMMNG ar OTHERS INSTALLATION AMCNOR ■3 SCREW 1 WINDOW HEIGHT FIN TYPE vIN!)OV FRAME SILL L D _ -� SECTION B-B EOUALLY SPACE ANCHORS (TYP.) T t) SHIN AS REO'D ADJACENT TO EACH INSTALLATION ANCHOR. MARBLE SILL /4 6' MAx. (T YP.) MAA. ALLOWABLE SHIM STACK TO BE 1/4'.STEIDL ALUMINW ALLOT 6061 BY 24' O.C. 2) WINDOW FRAME MATERIAL: TO OTHERS MAX. (TTP.) :) INSTALLATION ANCHOR MUST BE OF SuFF10ENT ITN. 6' MAX.(TYP.) ACHIEVE MN. EMBCDMENT OF I- INTO WOOD FRAME MEMBER. 4) USE ALCONIZED ACRr,C CAULK BEHIND WINDOW FIN AT HEAD. ELEVATION S&L B JAMBS. =) USE SKXOHITEo ACRYLIC CAULK FOR FERIMETER SEAL AROUND WINDOW FRAME. 1/4' MAX. VIEWED FROM xT RIOR EXTERIOR OF 6) GLASS THICKNESS MAY VARY PER THE REDuIREMEMTS OF ASTM (— SHIM SPACE _ :.t>.�• fw •,l. 41'. E1300 GLASS CHARTS. 2) INSTALL INSTALLzTKNY FATENERS AT 6- MAX FROM CCRNERS CAPACrn OF __ T - a v'..r�.+•- . AND MAx. 24- O C. V-SIG`. PRESSURE INSTALLATIONS W:TM ANC"DR SPACING AS STATED. IS 70.0 PSF ��'�[• TyC 415z' i ^ 'n': ��.w i 2jt,:J.,�E •11� FOR ALL A'JAILA2I.E SIZES UP TO 119• x 49 5/8' UAA. IMTALIAT ION I I� ANCHOR r2 SCREW �Mt��"T SrtE A! STUCCO OR <SCE Nl SIDING Bt OTHERS CAULK BETWEENIWINDOW FIN ATMNGTv0 BY WOOD S)EATM:NG SHE E BY OTHERS BY GTHCRS SECTION A -A V. l —A .r .. . . u j,4 fo_- C&QFXfr?u_DERS EO'D of .L . sl , F—L a,L; # N $) J.RtE�u DESCRIPTION DATE INI INTERNATIONAL. INC, FLORIDA EXTRUDERS SANFORD. FLORIDA'i TITLE: INS76ALLATION DEiAT.L '-/ x8 SCREWS HORZ SLIDINCI FIN WINDOW XOx C7NFIGURATION- SERIES 1000 DPAWN BY: BB APPROVED BY: �� DATE:12/17/01 SCALE: n. T S. DWG.: FLEx0029 PRCPARED 11 PROPAT L APP ICATtb. ENGIItCR)NL. IIC.. 250 INTCRtMrfONAI PxVY. S_;t[ 75D. r(•iwPOW. •_"l.ID. szr.: PMDN( .07 ROS-Dlts :•• A07 2:i-0)SS y CONCRETE OR CAULK BETWEEN WOOD of VCILJD CONCRETE OR FUCK B* C'HERS na<O.1' OPENING MA$CTA:r OPENING --��BUCK a NaS'r. OPENING ��N$SPlD1AT1ANP ANCHOR 2T �DTHC�:$ CALL TIP TO Sr u+HL-1 ONE By WOOD BUCK By OTHERS Er CAULK BETWEEN � 4 VIND.:v FLANGE a WOOD BMK }I SHIN SPAC. MAX. 1 STUCCO e!1 By OTHERS S.I. AS REO"' PERIMETER 'SEE NOTES) CAULK W-H. By OTHERS (V IN'r`GV E TYPE Y vINDOv HEIGHT) WiNDOFRAME HEADER GLASS (TIP.) cSEE NOTES) RIGID VINYL GLAZING SEA! (T YP.) PERIMETER FLANGE TYPE CAULK V*,NDOW FRAM By OTHERS � SILL c CAULK BETWEEN G d WINDOW FLANGE Q a PRECAST SILL V/VULKEM 116 PRECAST SILL SECTION �(:�-A A9HESIVE CAULK By OTHERS OR APROVED EOL W. fie/. A1� C of I .H. G r-- ' B I I A� ELEVATION vIEwED FROM EXTERIOR B.v +MI" "P` TO TO I TO ;0 I TO I TO J (BUCK WIDTH) I I i xo-t MT SIZE TIP 1 /.• nIN. FLANGE TYPE S?At. MAx. � I In2 2E 1/2 X 26 C C C C.H G.H C,H 3E ENT WINDOv FRanE $n;M a3 REC"G Ina 26 I/2 X SB J/e C C C GM G M G H JAMS (S.E N.^`D D Ina 2A. I/+ x 50 %/a C C C C.H G.H G J,J IM.5 25 1/2 X 56 1/N C C C GM G.H GH,I,J 1- 5 2i +/2 x 63 C C C G;H C.MJ,J G J,J �T !NSTALLAiI]!1 ANEi1OP. IH6 26 1/2 1 72 t t C G.H G.MJ.J G�I.J r 3,I6' DIA TAPCON p 22 x 6 ICo. 23 37 X 36 3/e C C C C.H G C.H RIGID V!N•L 2• 37 x 50 5/e C C C C.n GMJJ G.-J.J CiaZlnG BEAD .5 37 X 56 1/. C C C GM C.nJ.J Gr'.J 25 37 1 63 C C C G,n GMJJ G-J,J GLASS (TIP) 26 37 X 72 C C C CH,LJ G.nJ.J E.F.GJ+J.J (SEE NOTES, J 3 X z o m ' 4^ �j p 31 53 +/a 1 3L J/e C e.0 2.[ G.n GM GMJJ 1 I II I 34 13 1/3 x 56 1/e C es.0 I c C C." G,HJ.J G.n,1..7 I` +f 3a5 13 1/S x 56 1/. C 6.0 c.0 G.HJ.J G.nJJ Ei.: tiJ.J 35 53 1/9 x 63 C S.0 ?.0 G.H.Ij G.HJ.J fF.G.n1.J 36 53 vex 72 C B.0 I EC G.HJJ E.F,GMJ.J Ef,G,H,1,J 2 1 c" ...� CAULK baVEEN C23 7. x 36 3/3 e.0 B,C I A.3.C.0 G." f,,MJ,J GMJJ BA. WINDOW FLANGE 024 74 K 50 5/3 B.0 B.0 A,E.C.0 G.HJ.J G.nJ.J E.f,G.H!,J :SUCK a WOOD BUCK D2.5 74 x 56 l/. B,C 9.0 I A.B.0 .0 G.H,I,J E.F.GMJJ EF.GMJ.J EIGHT) 7. x 63 E.0 E.0 A,E.C.0 G.N.I,J E.F,GMJJ E F.G.+.I,J- PERIMETER D�5 7A x 7I E..^, e.0 A..!:,0 GMJ.J IE.F.GM.I,J EF.G H,1,7• EALAN STUCCO I 2CM30M 2. x . ^ By OTHERS by OTHERS 20w30w 2- X 36 C C I C G,H GM ( GM V.V. 2Ow.Ou 24 X .e C O I C G.n G M C.4 20w.6u 24 X 5a C C C C.H G M G.HJ.J (VINDOW WIDTH) CAULK BETWEEN 20HA50M 2N x 60 C C C G.H C. GMJJ B WOC^ BUCK a . x 7 C c C C.H cm.0 SECTION B- nAS'Y. OPENING 30M2Ow 36 x 2a .H NOTES. br OTHERS 3Ou30w 36 x 36 C C C CM G.n G.H 1) StiM AS REO-D. AT EACH INSTALLATION A:4CHOR. MAX. A_LOMA9LE SOw�OM Sc x .$ C C C G.C.G.nJ,J GMJJ SHIM STACK TO BE 1/4. 3OM46M 36 X 5a C C C G. G.MJ.J GM!.J 2) w:N00w FRAME MATERIAL: ALUMINUM ALLOY 6D6}. 3OM50w 3e x 60 C C C G.H GMJ.J G,M,I,J 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. 30L16Jw 36 x 72 C C C G.HJ,J G.HJ.J EF.G.H!.J 44.H EMBEDMENT OF' 1-1/4" INTO MASONRY OR COMCRE-E. 40Y30M 48 x 36 C C 5.0 CM G.M GM.1.J .) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD 6 4OM40M 46 x ♦e C C I e.0 G.H G.HJ.J GMJJ JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM .OMa6M 46 1 54 C c 9,C C.H C.:+J MJ.J G.J 116 ADMESNE CAULK OR APPROVED EQUAL. 4OW50M 46 x 60 C C B.0 C,HJJ G,HJ.J EF.G.HJ.J 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND AOMSOM 42 x 72 C C e.0 C.HJ.J . E,f G.MJ.J G F H I J EXTERIOR OF WINDOW FLANGE- A M a • 0 M M GM 6) IF EXACT WINDOW SIZE IS NOT LISTED IN Av_HOR CHART. USE .6M30U 5. x 36 C 8.0 B.0 G,H I GM GMJJ ANCHOR OUANTITY LISTED WITH NEXT Ua6M-6M LARGER SIZE. FOP THE .SMsM 5N X a6 C B.0 B.0 GM GMJJ GMJJ sa x sa C B.0 3.0 G.HJ.J G.MJ,J EF.G.M.LJ APPROPRIATE DESIGN PRESSURE REO'D. 4645Om 54 x 60 C B,C e.0 G.H,Ia G.nJ.J E.F,G.H,LJ 7) GLASS THICKNESS MAY VARY PER THE P.OvIREMENTS 0= ASTM E1300 .6w5 sax 72 C ex S.0 C H.J. FG M li r cc. H I1 GLASS CHAPTS. S4M2OM 60 x a C B.0 c. G.H G.H G. e) LETTER DESIGNATIONS ON THE TAcCOM LOCATION Cw:RT reDiCATE SOM30M 60 x 36 C ex 5.0 GM I GM G.r„LJ WHERE TAPCOM ANCHORS ARE TO BE INS'ALLED WHEN USRNG THE SOW40M 60 X 46 C B.0 e,t G.H G.nJ.J GMJJ EXTERIOR f_EVATION AS A KEY. 50M.6u 6t % S. C S.0 B.0 C.,., GM,1.J E.F,G M,I.J 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR 5OWSOM 60 A 60 C e.0 E.0 G.HJ.J GMJJ SHOULD aE FILLED WITH 13 SCREWS DF SUFFICIENT L'r. TO PROVIDE 50-60M 60 X 72 C B.0 ?.0 G.HJ.J . E.F,GMJ.J E.F.G.nJJ MIN. 5/3 IN. EMBEDMENT INTO WOOD B:1CK, F. 1G) A PLICATION a vv_KEW 116 AOHESN. CAULK AT FRAME SP1 MUST 56w 6a X 36 E`t a:c A.3:t.: G:1I G:H G.H.1.J Sbu+Ou 66 X .B E.c B.0 AN � GM G.nJJ GMJ.J COMPLY w:TH SEALANT wA-4uFACTUF.EP.'S PECOMMENDAT'ONS. g6w.6w 66 x 5• EC a." A?,C.0 GMJJ E,i.G.n.LJ 1:) ONE ADDITIOM1AL FIELD DP LED k INSTA;:ED ANCHOF F REO"D. w •.3.C.� O,n.I.J E.F.G.n,I.J EF.G.MJJ SSu50M 6b x 6J E. 8.! EACH JAM2 ON THE FOLLOWING SIZES- -D25" (73 7 62). -D26' SSM60w 65 x 72 E.0 B.t A?.H G.HJ.J EF.G.HJJ EF.G.HJJ• 73 x 71-56M60M' 65 x 71 h '60w601i 71 X71 PLACE 60M.Ow c•- ^ °'^ 'H ANCHOR EEiwEEN ANCHORS �C ANO I" AND aETwEEN ANCHORS "H 60M30w 72 x 36 72 x .S c AND .i OVEP 55 PS" ON;r EOwaO6x4H 72 X 5- c.^_ B.: 12) WHERE WINDOW IS INSTALLED IN MASON-'• OPENING WHT� A SiRUCTUA; pOIAS'34 72 X 6C - t a,c I A.�.t.� G.N I,J I Ef,G M,1,J E.f,iM J.J F TWO el WOOD BUCK. USE /10 SCREWS OF SUFF ICIEW LENGTH TO 6.,.A 72 x 72 E.t E.t i A.°.C.t GM,LJJ- ACHtUE 1-3/8- MIN. EMBEDMENT AT AVL INSTALLATION FASTENER IXADDIT IONAL AN--H5RS RE:;•D. S E NOTE ll --I LOCATIONS. ON SIZES NOTED IN NOTE III ADD A 7:0 SCREW H ANCHOR TO EACH JAMB FOP NOTED DESIGN PRESSURES INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: INSTALLAT,C�N DETAIL W/ TAPCO:S MANUFACTM9,2 Kam! HORZ. SLIDING 'FLANGE WINDOW - SEP;ES 1000 DRAWN BY: BR I APPROVED BY: RUMU + _q DATE:10/23/OI IscALE:NTS DtiG.: FLEX0020 pxiAP.. if P-Okl1 L APPLICA1104 i)Giv:=::Nx;. P-L. 25C V.IzRMA"l7NPL Pxvr.. SJ:TC 25J. K.,-; E..-::JA 327.6 ?+W+. N:7 605Ohs /] CAULK BETWEEN (SUCK WIDTH) ONE er WOOD CONCRETE CP WOOD 9UCK t BuCN 3r WOOD MASONRY OPENING MAST. OPENING INSTALLATION ANCHOR By OTHERS By OTHERS ONE BY vCL,D 3/16' DIAL TAPCON BUCK 9Y OTA;?S CAULK BETWEEN ST V! BO-W FLANGE r By t WpD BUCK I EMBED' MIN. SM,M 1/ REO"D. 6 EMBEDMENT c ° RIGID v:nrt (SEA/ NOTES) T I GLAZING BEAD ?+ST+LLATION ANC: LR (i TPJ /---T- e' DIA TAPCON \ STUCCO J SHIM AS REO'D. at DTHEITS 114 MAX. GLASS 1 (SAE NOTES) (TTP.KSEE NOTES) Y PE RIMET£R CAULK SY OTHERS FLANGE TYPE FLANGE TYPE WINDOW FRANC JAMS 1-1E.' MIN [M3EDMEN7 G :0 fMERS T? EJ WINDOW FRAME CAULK P£ivEEN v HEADER WINDOW FLANGE PER?METER R1G1D VINYL t WOOD BACK CAULK GLAZING DEAD BY O-mC-?S (TrP.) GLASS W.v. xv (T YP.) (SEE NOTES) (WINDOW WIDTH) 1 IGHT) e.H (3UCK CAULK BETWEEN HEIGHT) WOOD BUCK t CAULK BETWEEN WINDOW MAS'Y, OPENINC FLANGE t PRECAST SILL or O-HERs W/ VULKEM 116AE SECTION B-B CAULK. OR A NGE TYPE CONCRETE OR PERIMETERDOWFRANC MASONRY OPENU�CAtLKL Br OT/ERS BY OTHERS W.W. iEByOTHEIRS- FA ~ B NOTFG. SECTION p I 1) $HB( AS REO*D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D E S,IM STACK TO BE 1 /•-. 2) WINDOW FRAME MATERIAL: ALUMINUW ALLOT 6063.- 3) OSTALLATIOM ANCHOR MUST BE OF SUFFICIENT LT. TO ACHIEVE 4 NIN. EMBEDMENT OF 1-1/.- INTO MASONRY OR CONCRETE. .) USE S"xOrAZED ACRYLIC CAULK 8EHm0 wIN00W FLANGE AT MEAD J I 8 K h JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRA-E "IN [j LJ VULKEM 116 ADMESNE CAULK OR APPR0%1D EOUAL. 5) USE SK)C096ZE0 ACRYLIC CAULK FOR PERIME.E4 SEA: AROUND W.H. F G EXTERIOR OF WINDOW FLANGE. 6) K EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR 0UANTITY L,S:EO WIN NEXT LARGER SZE. FDP THE APPROPRIATE DESIGN PRESSURE RED D ram. 7) GLASS THICKNESS MAY VARY PER THE REOu1REMENTS OF ASTM E1300 CLASS CHARTS. e) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE I f '� O t� wMERE TAPCOM ANcHOPS ARE TO BE INSTALLED WHEN USING THE E , EXTERIOR ELEVATION AS A KEY. !7 . 9) ALL FACTORY APPLIED 1.OLES NOT DESIC++ATED FOR TA -CON ANCHOR SHOULD BE. FILLED WITH /S SCREWS Of SUFFICIENT LTH. ^ TO PROvM Mm. 5/8 IN EW?EDWENT INTO WOOD 5JCK. t1 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 15M AND 2000 ELEVATION SERIES SINGLE HUNGS. 11) WHERE WC(DOW IS INSTALLED IN MASONRY ORENiMG WITH A STRUCTUAL Two BY WOOD BUCK USE /10 SCREWS OF NT L SUFFICIENT TO ACHIEVE 1-3/9 Wm, EWEEDWENT AT VIEWED FROM EXTERIOR T F STrWR LOCATIONS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 3D.z7 TO .O-S, .,,, TO 70PSF 30.5E TO 600V •:.s%TO 7:JS. SIZE SIZE 11 le 1/3 X 25 8 e F.c F,G 13 Ie 1/9 A. 37 3/6 8 B F,G F.C. 1. to 1/9 A 49 5/6 B 8 F.G F,G 145 to 1/e a Ss +/• B B f,G F.G 15 11 1/s . ex B e F.G F.c t6 to 1/a A 11 8 B F.G F.G.,-.J 17 1e 113 A 33 R F.G 1.2 25 1/2 X 25 B 8 ,C 1.3 25 1/2 1 37 3/3 8 8 F.G F.G fM. 25 1/2 X .S 5/e 8 8 F.G F,G.hJ IN45 25 I/2 X 55 1/4 8 B F.G F,G.hJ 1.5 25 1/21 62 8 8 F.G F,GJ+: 1H6 25 1/21 71 8 8 F,G F.G.Hi IH7 25 1/2 A 63. B B F.0 1K F.GJ.K 30 1/1 X 25 B F.c F,G 30 1/2 . >a 3/6 29 t/2 A 37 3/I B B B FA F,G.H,J 30 1/2 . 50 5/8 29 1/2 X 49 5/6 e B F.c F,G.Mi 30 1/2 . 56 1/. 29 1/2 A 55 1/. 6 F.c F.G.hi 3C 1/2 . 63 30 1/2 . 72 29 1/2 X 62 29 1/2 1 71 B B B F.cNJ F,GJ'J 30 1 1 . 6. 2 1 63 291, B B F.G.J.K F.c•J.K Id 23 36 X 25 36 X 37 3/5 B c e •� f,C . F. 24 x A .9 5/e 8 e F.G F.c F.G.m.. F,G h.. 245 25 36 X $5 1/4 36 X 62 B B e B F,C!IJ F,G.rJ 26 36 1 71 8 6 F,G,H,1 7 36 A 63 ({ B F.GJ.K a , 26 41 X 25 B e F,G f,G!'J R . 3e 3/6 , X 37 3/e B 8 F.G F,G nJ .2 . So 5/6 .1 X N 5/6 B B F,G,M,I f,G,h! 42 . 56 1/. 42 63 41 1 SS 1/4 41 A 62 B 8 F.Cm., D.E.F.G!•J .2 , 72 .1 X 71 B 6 F,G,n,t 0• ., X 63 a F.G J R F.G.H!J,K s •FG a26 .7 X 25 8 B A.0 A.0 F,G f,G.H! .3 . 3e 3/8 .7 A 37 Le 5/6 8 A.0 F.G F.GyJ .D . 50 5/3 .7 X .9 SS 1/4 B A,C FAM.1 F,G.rj .0 . 56 1/. .a . 63 .7 X D� 1 62 B A.0 .a . 72 i7 A 7, B A.0 F.G.HJ O.E.F.G.rJ . • .. .7 A 63 p xr F F.c r. E F -' K F.G 32 33 52 I/a . 25 si 1/6 A 37 3/6 8 B A.0 A.0 F.G F,G.HJ 3. 52 1/6 X .9 5/e B A. F,G!+! f,G.M' 345 52 I/e X 55 1/. B A,C F,C X, F.GJ+! O,E•F,G.YJ O.Ei.G.H! 35 36 52 1/e X 62 52 1/3 A 71 g 9 A.0 AC FAMJ . 37 52 1/8 . e3 B A.0 F.G.J.K O.Ep;GJ.r.J:K 37 SIZE NOT AYNLABIE IN 1000 OR 1SOG SERIES . U ALL 04STION ALLA - - - .FEP.P-'0 e•. PRODUCT A APPVCA:IOM EAG..iiRING. .BELL I50 INTCPNAtIDN.t PACT.. Surf 350..UT.ROw. fLORIW 337.E PHONE •07 003-0365 /u a07 5:5-0366 d CAULK BETWEEN SHEATHING WINDOW f(N ( BY OTHERS SHEATHING INSTALLATION A'iCHDR 1.. 09 WGOD SCREW STUCCOAI I BY TRS 1 PERIMETER [A(AK 9r OTHERS WINDOW HEIGHT GLAZING ITIP.) (SEE NOTES) PERIMETER CAULK BY OTHERS — 1• MIN EMBEDMENT TWO By WOOD By OTHERS SHIM AS RED-D. IS£E NOTES) (14' MAX. J SHIM SPACE FIN TYPE VINDOV FRAME HEADER GLAZING (T rP.) (SEE NOTES) FIN TYPE WINDOW FRAME SI►mRBLE SILL — STOOL BY 07HERS VINDCW WIDTH S.!. AS REO D. — tSEE NOTES) NAW- MojJFA,GfM 5 F # GLAZING (TIP.) (SEE NO ES) �_VINCDW��..I I V!D.H 1 I A I MAX. (TT?.> EOUALLI SPACE ANCHORS (TYP.) WINDOW HEIGHT A J 6 ( 6- MAX. (TIP.) ELEVATION v1EwED FROM EXTERIOR FIN TYPE WINDOW FRAME JAMB PERIMETER CA--'LK By c:H[AS 11A• MAX. SHIM SPACE iV0 81 Wip.O STUD BY OTHERS 1' MIN. EMBEDMENT SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN L SHEATHING INSTALLATION ANCHOR 98 WOOD SCREV STUCCO By CTHCRS SECTION B—B NOTES 1) SHIN AS REO'D. A: EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHw SACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALLWMM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. 70 ArMIEVE INN. EMBEDMENT OF I- INTO WOOD BUCK. 4) USE SILICONIZED ACRYL4 CAULK BEHIND WINOCW FIN AT HEAD. SILL h JAM--S. 5) USE S+LICONQED ACRrLC CAULK FOR PERDAtETER SEAL AROUND EXTERIOR OF WNOOw FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCI-OR CHART, USE ANCHOR OUA\T17r LISTED WITH NEXT LARGER SIZE, T) GLASS THICKNESS MAY VARY PER THE P.EOUTANENTS OF AST. E1300 GLASS LIARS. B) FLORIDA EXTRUDE=S I000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO A: -PLIES TO THE FLORIDA ET�_DERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. INSTALLATION ANCHOR IIII \ AS VOCD SCREW Two Br WOOD BY OTHERS STUCCO I J� By GTr.ERS - ), REVI DESCRIPTION DATE INI \ INTERNATIONAL. i FLORIDA EXTRUDER \C CAULK BETWEEN SANFORD. FLORIDA WINDOW FIN SHEATHING L SHEA7HING By OIHERS I.MIN TITLE: INSTAL LATI_N �:TP.1'_ uir8 SZPEWS EMBEDMENT SINS-E HUNG ' iN WINDO_ - SERIES 1000, 1500. L 2000 SECTION A-A �.._"r� r: DRAWN BY: E9 APPROVED BY: DATE:l2/13i01 SCALE.N 7 S IDWG..FLEX0026 SHT I OF 2 .. •. ______._ __ ......��. .m .�...�. c..-,vro,M. Tcr JSA IMTrA TIA,u, A— h,t Tr J5a KY '-. r-mtI 12746 pHo-e A07 w5-0165 Fax •67 9C5-636e 7 ------------ COCRCT£ OR MASO�TT OPENING BY OTHERS ONE BY VOCD SUCK BY 07MEPS CAULK BETWEEN WINDOW FLACK LS L VOCD BUCK I1 STUCCO BY OTHERS PERIMETER CAULK BY CTH£RS GLASS (TY?.) (SrE r:JTZSI NO /) NDOV � GMT) INSTALLATION ANCHOR 3/16' DIA. TAPCON / CAULK BETVEEN WOOD BUCK L NAS�r_ CIP£N1-C BY OTHERS r CiO) 17J{}R[L' I-1/4' MIN (SEE NOTES) . Tc$) C C EM3EDMCnT i ELo��A �. lyT O: is SHIN AS REO'D- F 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME W.W. ---�j RIDGED VINAF I C.LaZinG BEADD / 1 (BUCK HEIGHT) B B Gt�GZNG VINYL READ I W.H. FLANGE TYPE WINDOW FRAME I PERIMETER CAULK BY OTHERS a a CAULK BETWECN WINDOW FLANGE L PRECAST SILL V/VULKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APRV'D EDL SECTION _A —A A —wj ELEVATION B. W (BVCK WIDTH) SHIM AS REO'D. 1/t' MAX. (SEE NOTES) R:HDCED VINY- GLAZING BEAD 'j E�ot rt.r CONCRETE OR MAy nP.T G?£NING By OTHERS D INSTALLATION ANCHOR 3/16' DIA. TAPCON v n v ONE By WOCD BUCK BY OTHERS FLANGE. TAPE v CAULK BETWEEN P£RI:iTER WINDOW FRAME WINDOW FLANGE CAULK L WOOD BUCK By C-CRS CAULK BETWEEN WOOD HOCK L V.V. MaS•T. OPENING '�— (WINDOW WIDTH) —.\— By OTHERS STUCCO EA OTHERS SECTION e-B 2t• QC. MAX. (TTP.) 6• MAX. (TIP.) VIEWED FROM EXTERIOR NOiE[. I) 5wu AS REO'D. At EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4 . 2) W.DDw FRAME MATERIAL ALUTAIIKN ALLOY 6063. 3) 3/16- DIA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT Lin. TO ACHIEVE wN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. t) USE StLtCOMIZ£D ACRYLIC CAULK BEHIND wxt00w FLANGE AT MEAD & JAMBS. SILL MUST BE A .ACHED TO THE SUBSTRATE MATH VULKEM Ile ADHESW-- CAULK OR APPROVED EOLML, 5) USE SILICONIZED ACRYLIC CAULK FOR P£R:M£TER SEAL AROUND EX RR ITN � FLANGE. 6) IF EXACT WWOOw SIZE IS NOT LISTED IN ANCHOR CHART. USE NEXT LARGER SIZE. FOR 7hE APPROPRIATE DES'GN PRESSURE REO•D. 7) GLASS THICKNESS MAY vARY PER THE RECUIREM£NTS OF ASTM Et300 R£w5 SS •$UfFICrtNT B) WHERE SPACING BETWEEN TAPCON ANCMCRS EXCEEDS 26 W. O.C.. /8 SC LTH. TO PROVIDE MIN. 5/3 IN. EMBEDMENT INT: WOOD z-UCK SHOULD Br INSTALLED. APPLIES TO THE 9) FLORIDA EXTRUDERS tOCC SERIES FIXED w:N00w 1S SHOWN. THIS FLORIDA EXTRUDERS 2000 S£Rf_S FIXED WINDOWS. .._ 10) SEE BACK OF THIS SHT. FOR INSTL N ANCHOR REOutREMENTS. 11) APPLICATION OF VULKEM Ile ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. 12) w' ERE wIN00w IS INSTALLED IN MI(SONRY OPENING WITH ATRUCEMBE L TTwo Br WOOD BUCK. u52 /t0 SCREWS OE SUFFICtENT LENGTM TO ,:CHI£VE 1-3/B- MIN. 13) WINDOW UNITS CAN BE W F` D OOTHE YTS TS USING KUMII'KJM TUBE MULLION. SEE MULLION INSTALLATION SM-ET5 DR P INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD. FLORIDA TITLE:iNSTALLAi DN DETAIL V/ ONE BY BUCK FIXED FLANGE WINr:5V - SERIES 1000 & 2000 T DRAWN BY:33 APPROVED BY: 2 1 2002 DATE 10/22/01 (SCALE: NTS DWG.: FL£X0018 S,+EET 1 C 2 Z,,_To% L p, SUITE 250. 2+),R3%. FLDROA 32746 PMDNE t07 505-0365 FAA .07 B-"-:SE6 PREPARED B7:'PRDOVCI tECIw0.0GY [OAP. 250 wi 11 SAE ATHING BT CTHERS CAULK BETVEEN V (NOON F(N L SEEATHIPG INSTALLATION ANCHOR 96 SCREW —\ EXTERIOR FINISH BT GTHERS PERIMETER / CAULK By OTHERS W IMwV HEIGHT EXTERIOR I I I I PERIHIE TER CAULK i IT OTHERS INSTALLATION ANCHOR —� w8 WOOD SCREW EXTERIOR FINISH By OTHERS EH3E pHCMT vCOD FRAMING By OTHERS "-GLAZINC (SEE NOTE 6' � n� FL®�A B.®.AS- $MIN AS REO'D. a pT Cs-- NOTES) A. S / r f�iCT R 11U /A' MAX. R ME # 4 SHIM SPACE MA M HEIGHT FIN TYPE VINjrV FRANE SHIM AS REO'D (/A' MAX. (SEE NOTES) FR:NG J LWOOD�BUCK B* OTHERS CAULK BEIVEEN . WINDOv FIN a SHEATHING 'MIN . EN3EDNEN- SHEATHING BY OTHERS SECTION A -A VIP HE WINDOW WIDTH I �/4 MAX. SHIM SPACE GLAZING (SEE NOTE 6) - EXTERIOR FIN itPE PERIMETER WINDOW FRANC CAULK BY OTHERS 1 B A ---NJ ELEVATION VIEWED FROM EXTERIOR SECTION B-B 8 VOCD FRAMING BY OTHERS „ _ SHEATHING 3Y OTHERS INSTALLATION ANCHOR R3 SCREV CAULK BETWEEN WINDOW FIN L SHEATHING _ EXTERIOR FINISH BY OTMERS NOTES 1) SHIM AS REO'D. AT EACH INSTALUTION ANCHOR WITH LOAD BLARING SHIM. MAX. ALLOWAGLE SHIN STACK TO BE 1/4. 2). WwrOW FRAME MATER:LL! ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT L.ENGHT TO ACHIEVE MIN. EMBEDMENT OF I - INTO WOOD FRAME. ,) USE SjUCOmZED ACRYLIC CAULY FOR TER SEA: AROUNDExT-cI RIOR O< WINDOW FRAME . 5) USE SIUCONIZ-LD ACRYLIC CAULK BEHIND WINDOW FIN. MENTS 6)CLAcASTM E1N300 CLASS ESS MAY OFCHARTS � SINGLE EGLAZING IS SHOWN. INSULATING GLASS ALSO DUALIFIEJ- 7) FLOR!DA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW 1S SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 15M AND 1000 SERIES PICTURE WINDOW. 8) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 26- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WT- ANCHOR SPAONG AS STATED. IS 70.0 PSF FOR ALL AvmABLE SIZES UP TO 73- x 71- OR 61" x 95. OR 119' X 37-3/2' MAX- 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS Vs:.,NG ALUMINUM TUgE MULLION. SEE MULLION INSTAL'JLTION SHEETS FOR RECIP.EMENTS FLORIDA EXTRUDERS's NFORD°FLoRIDA TITLE: INSTALLATION DETAIL W/ #8 WOOD SCREW FIX=D FIN WINDOW - SERIES 2000 ?—I'l DRAWN BY: P3 APPROVED BY: DATE 1 / 1 3/02 SCALE: N T. S. DING.: FLEX0030 PREPARED IN: PROOvCT TECMMOLOGT CORP_ 250 NTERPNTXCNAL PRINT. SJ:E 250. LAKE MART. F.WGT 3-2716 PMONE a07 605-0365 FAT •C7 E05-03d6 CAULK B£TVSEN VINMW FLANGE L VOQD SUCK CC'NCRETL GR NA--131ATY OPENING 3T OTHERS- air t:R FIM',:SH r D:A£^RS PERIMETER CAULK 1 HT OTTERS VINMV FRANC HEAD WSIDOW HEXCHT EXTERIOR WINDOW FRANC SI_L FERIKYER CAS K 3T OTHERS :XTEP-yR FINISH —� 3Y OTHERS AULx DETvC-N 'b9WW FLA,^4E WOO, My.. CAE-K 3£TVEEN VOCD TUCK t -ASOWT pENING BY OTHERS CALK H_TVEEN WOOD RUCK a NASWY OPENING BY OTHERS ONE BY WOOD DUCK BT OTHERS INSTALLATION ANCHOR LISP D:A. TAPCON Q � EM6E0MENi r 1/4- MAX. SAIM SPACE SHIN AS REO'D (SEE NOTES) 4 CONCRETE OR \ NASONRT or CT ERS <<('TION A— DAZING (TYP. SEE NOTES) INSTALLATION ANCHOR 3/16' D?A. TAPCON SH:N AS REO'D. (SEE NOTES) L ,/N- MAX. �- SHIM SPACE NQTTy 1) SAIM AS RSOD A: EACH INS'ALU:ION ANCHOR WITH LOAD BEARING SHIM. MAX. A�:OWASLE SriM STACK TO BE 1/4-. 2) wNCOw FRAME w ERw ALUwNUu ALLOY 6063 3) 3/16' DA TAxOH INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO A:H:El MN. EMS-OM-NT OF 1-1/4- INTO MASONRY OR CONCRETE. PUCE TA>C" N ANCHORS 6" FROM CORNEPS h 26- D. C. MAX. ALL FACTORY APPLIED mOLE5 NOT DESIGNATE, i0R 7APCOM: ANCHORS SHOULD BE FILLED WITH IS SCREWS OF SUFFICIENT LTA. 70 PROVIDE MN. 5/! IN, EuSEDMENT INTO WOOD BUCK. A) W4EM1E WINDCM IS INSTALL-:) IN MASONRY OPENING WTTH A STRUCTURAL TWO BY BUCK, USE /+0 SCREwS OF SUF70ENT LENGTH. M ACMEVE 1-3/! MIN. EM!EDMENT AT SANE SPACING STATED IN NOTE 3. S) usi 4LICOw_E3 ACRYLIC CA.P-K 5E: AND WIrOOw FEE A' HEAD. SILL ,IAM6S. 6) USE SILICOM--- ACRYLIC CAULK FOR P£RwiTER SEA: AROVNO EXTERIOR OF MN00W F:AN:,E. 7) GLASS TA'ICKmZSS MAT VARY PER THE RECA#REMEN:S OF ASTM E1300 CLASS CHARTS. SNGLE GLAZING IS SNOwN. INS) _AW CLASS IS ALSO OuALIFIED. D) BUILD DOWN AROUND CURVED PORTION OF wNOCw FRAME TO BE ENGINEERED BY OTAEPS. BUILD DOWN MUS; BE OF SUFFIECIENT S7RENGTA TO ADEOVATELY TRANSFER LOAD FROM wWDOw TO THE S-RuCTMR£. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER wNDCw SHOWN THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES h 2000 SERIES. ,0) ELENA71ONS S:- COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO ThESE Two CCNFIGuRATgNS. Tr:S SHEET AFP'JCS TO ALL CON%K•AI;ATIONS THAT CAN 6E MANUFACTURED FRDM TAE 1000. 1750. h 200C SERIES CESIGNER F:XED wINDOw FRAMING SYSTEMS 11) WINDOW UNIT CAN eS MULLED TOO HER UNITS USING ALUMINUM TUBE MULLKN+. SEE MULLKNN INSTALLATION SHEETS FOR REWRE.-NTS EXTERIOR ELEVAI iQ t/N• NAx. -.- $H:M SPACE SHIN AS RS11 EYE NOT ES) WINDOW FRAME JAH3 GLAZING (TYP. SEE NOTES) PER:METER CAULK -� By OTI{RS / EX7-RM FINISH J HY 7,C;?S WINDOW WIDTH /U i-1/A' M.IN CNiE DM.ENI OIE HT v^QD ... HuCK BY OTHERS 4 _ rIN;TALLATION ANZML'P. 3,10' DiA 7APCQN CAULK BETvEEN v2D HOCK t I MAST CFLN:Mlr it pTHERi C\ CAULK BET%�='SN VL^13^.v FLA.vGF. t vrSD BUCK CONCRETE OR rA:SONRY O"NING BY OTHERS SECTION B-B w,NDOw MOTH - A t // ' HEIGHT B B i A EXTERIOR ELEVATION L13-0J IFA - INTERNATIONAL, INC 'Eu E�ME FLO FLORIDA EXTRUDERS INTERNATIONAL. FLORIDA NAB ONE 91 VDOD uA '> A lE TITLEFLANGE INSTALLATIDjN DETAIL CONCEaTE P. ADER V/1 by F'CK BUCK HT OTHC RS 1111+��fff DESIGN=R FIXED V?NBO>•' 1000, 1750, b 20.0 SERIES DRAWN BY: BB APPROVED BY: DATE 02/12/02 SCALE NITS DWG.: FLEXD035 IK��K) I•xf KC••LLOL• CY M Pf[wrfL?y lH F.^( E10. .(�1•rr, IiPIM Yfy wOt yI FHB)! ICI f01 K%-a( CY+E Br S.JCK ST Ci HERL CAULK Xiwc-N VINC:j flANur. L SEA; Hine T rvGDP �' •�� Sr CKRS \ P+ O:IEPS r PER;KTER CALK J By MIERS vINDDW FRAME KAD WINDOW HEIGr(T EX1E?X2 V:mWv (-w AM-r - eiL- cERiMErR Cf i_K Br OTKPS EK-ER:CR —� B- FSM ,r,TKRS SN!N A: KO'D (SEE WTES) GLA2:N6 (TIP. SZL KITES) 1 SHIN AS REO'D 1 (SEE NC:EU CAULK S:TVEEN 4 VINDO'. FLANGE Q L ONE _t WOOD BUCK � CAULK ?_T JEEN WOOD B--_K L WSDrv' JEN!N, 3, DTH::S CacRET_ OR <<CTION A -A. INSIALL<7:0. ANC.-L+ .;0 SCREW BUILD DOVN BY OTKRI (ALSO AFPL:ES N ) S:;w ZA-r INSTALLATON ANCAOR IIAirt LOAD E NR:HG Smim W1%. AL'CWABLE SHw SACK TO BE 1/4'. 2) WINDOW FRAME W:EaALAL'JKKNLw ALLOY 606:. rt-3/5- 41r1. 3) TAPCON INS-A:LATICN ANC. -.CPS Al SILL MUST BE V SUFFICIENT LTH. TO AC,uEF_ I EMBCDYENT M:N. EUeEO"CNI or ,-:/<' INTO MASD 1 Cl CONCRA7.,'10 INSALIATIGN SZPZwS AT HEAD k JAY?S IIUSi ?E O SUFFK;EN! LENGTH TO ACHIEVE 1-3/6- MIN. EM8EDKENT NiD WOOD F-rAMM: AND BULr DOWN WHERE REOUIR£D. INSTAL;ATIOM ANCHCRS k STREWS TO BE PLACE3 6 N. FROM CORNERS G- 2- IN. O.C. MAX. A+ t;SL SLICGNI:ED AC.:,.IC CAULK EEwND WINDOW FLANGE AT HEAD. SILL & JAMBS. 5) USE S._ICONIZ£D ACRr.JC CAULK FOR PERw£TER SEAL AROUND EXTERIOR OF wTNDOw FLANGE. 6) G.ASS TwCKNESS YAr vAAY PER TrE REOUIREM'LN,S OF ASTu E1300 GLASS SHw SPACE C4ARiS. SINGLE GLAZING IS SNOwN. INSULATING CLASS IS ALSO OUAL6r7. T) 8'JaD 00w AROuNC CuRvED PORTION OF wtuDCw FRAME TO BE ENCNE-RED BY O'r_-RS. "-D DOWN MUST PE OF SLIF,-"K7 STRENGTH TO A:.EOUATELT -KANSrZR LOAD FITOM wNDOw TO TD1E S'RuCTURE. 3) FL_A" EXTRUDERS 1000 SERIES DESIGNER wN;OW SHOm. TI.IS PRINT AL.SC L.-PLICS 10 FLORIDA EXTR',JDERS 17SC SERIES k 2000 SfR1ES. 5) ELEWtIONS SHOW COMMON CONFIGURATIONS. I, IS NOT INTENDED TO LIMIT USE Of TrJS PRODUCT TO TNESE TWO CO4FIGURA;IDNS. TwS SHEET APPLIES TO ALL CDNFIGURATIONS TvA7 CAN BE MAmuFACTURED FROM THE 1000. 1750. 8 2000 SERIES DESIGNCR FIXED w.NDOw FRAYING SYSTEMS. 10) wmCDW UNIT CAN ALSO 5E MULLED TO OTHER UIKTS US" ALUMINUM TUBE uLLt10N. SEE MULLION INSTALLATION i+EETS FOR REOu1REYENTS. BUCK r+EIGNI Ex i cRICI EIEV.--IQN YX.CEWRAL FLORIDA B. G. A. g. EMSEDuE� b1ANUFACMEB NAME: —ONE Pr vCOP r-. (� 1 (1 BUCK 31 O-.KR<. )LASER t--- r� L 1-,-J1.1 s AWY..)LAS R FI.[.F l ".' 3/16' :IA "PEON SUCK vID7. TL'D S, rA—ING BT G;.£RS S. !N A- REC'D (Sac NC:ES) 9 ..- EY8EDMCNT 1/1 MAX SNw SPACE C-V-K BEivEEro 1vC By KCK .. t CXRETE at GTKRS 1 �- INSTALLA71.aN ANC-CR •:0 i:PE: v!NDDv FRAME X I1 CAL , PE1+._EN JANS / vl-'4WV FLANGE t v D SucK G_A21NI IiYP. NOTES) rSEE Q ^^ C.1 I I ♦ C3.<RE TE OR HASDM, PCRINCTEP CAULK 51 CTK(+S Pr OtK�S WIN'?OW VIDTA � j C KTER;LP (INISe S, CTION B—B Br Olwn wNDGw / � YIEiG)1i e e I F• 1 Ex-EF;C = E ; VATION I• N;M F V., NA., AS INSTALLATION (•xDMENt I S� SPACE ANCMCR SCREW (TYF.) CAULK PEHiND FIN TWO BT FRAHING SHIN AS RED D. Br OT ERS -'EA'HINF' TWO IT BUILD ciEE NOTES) 'T yTN£RS DOWN BY OTHERS CAULK BEHIND FIN •I I� I .07fs FIN FRAME JAMB 3 ',NSTALLATItN SN;M Ai RCO'D. I) SAW AS REO-D. AC.)ACEN: TO EACH INSTALLATION A.VCNOR w+TH LOAD BEARING at NCHD. SCREW (T TVJ ' (SEE NC ES) SwM, MAX. A�Ow%�EE $wu STACK TO BE 1/c". GLAZING (T rP� 2) vnNOOw FRAME MAT-!AL7 ALUMINUM ALLOY 6063. SEE NOTES) 1/4- Nwx 3) USE SlICOHIZED Zr',C CALLN BEHIND wiNDOw F.N AT HEAD. SILL A JAMBS. T —SHIM SPACE A - �: USE CIN FRAME. ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF �r v LQ!(KI )I II wIHD01Ir FRAME. /w S) CLASS THICKNESSIWT VcRS PER THE R£0'ATINC Gj.A OF ASTY OUA CLASS �I{ CHARTS. SINGLE C.AZv+G K PER THE REW:E NTSSS 6 ALSO 1300 CLA SHE•THIN, 6) SCREw ANCHORS AT HEAD. SILL A JAM?SHOULD S SHOD BE IS SCR£wS OF SUFFICIENT Br CTMERS I LTH. TO PROVICE INN. 1 IN, MIN. EMBEDMENT INTO wOOO FRAME. PLACE 13 EXTERIOR Ex7CRIOR FINISH SCR£w ANCHORS.6' FROM CORNERS AND 24' O.C. MAX. SY OTHERS o 7) BUILD DOww AROUND CURVED PRTION OF wNIDOw FRAME TO BE ENGINEERED BY CXTE?i, FINISH OTHERS. BuLD DOWN MUST BE OF SUFACENT STRENGTH TO ADEOUATELY Br G71ERS TRANSFER LOAD FROM wwDOw 70 THE STRUCTURE. PERWIER CAULK 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER wINDOw SHCAMN. THIS PRINT ALSO PEPINEtCR CAULK BY 07HCRS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES A. 2000 SERIES.—yP10Lh) vlf.N 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED 70 LIMIT USE OF 5r OtMfRi THIS PRODUCT TO THESE Two CONFIGURATIONS. THIS SHEET APPLIES 70 ALL FIN FRANC HEADER CCNFGURATIONS THAT CAN BE MANUFACTURED FRCP THE 1000. 1750, A 20DO SERIES DESIGNER FIXED wINDCwI FRAMING SYSTEMS SECTION B-B 10) wTNDO.T UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.ECUIREMENTS. GLAZING (TTP. SEE NOTES) ExTERIOP PERIMETER CALK By OTHERS E.TE;!DR FINISH -� By OTHERS •e INSTALLATICIM -� ANCHOR SCREW (TTPJ SK.TH(NG J By OTHERS -FIN FRmc SILL SM!M AS RED . (SEE METES) I L %4 sF+ E ExTER10? ELEVATION �1I 7.0 6, FRAMING Br OTHERS CAULK BEHIND FIN T•y�T�+Cry.]� �•�• I' NUN CEN � �y$At j� DjB,6�� • C � •rc.D[Mi � :V 1 �J+� SECTION A —A f 2002 EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL. FLORIDA TITLE: FIN INSTALLA 10N DETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SERIES DRAWN BY: B B I APPROVED BY: DATE:02/14/02 SCALE:NTS DWG.: FLEX0037 — H..N.+,— A.... It — .K•r..a. 1— — — r. -- CONCRETE OR Sy;M AS RE'C'D INSTALLATION ANC`NOR 14AS[D.N:Y OPENING ISIC N^;ES) 3/IS' CIA. 7:.PCCPN —rl �— 1/1' HAx SH1M SPACE 131 OTHERS 7 CONCRETE OR INSTALLATION ANCHOR LLL_ 1 BED MIN. MASONRY OPENING CAULK BETVE£N R3 SCREW (TYP EO'D,) I I EMBEDMENT C,=ADoap FLANGE iw48 SC ARE NOT VHER) 1 n' OTHERS . t VG02 Bu K CAULK BET VEEN ONE �. vpOD WOOD &JCK t BUCK 8Y OTHERS ONE By vOOD CAULK BETV_EN 1NSIAllaTION AuCGR P£RIAITLM MAST. CPEN!'G BUCK BY OTHERS 3/16' DIA. TAPCON' VOOD BUCK I. CA'.D.K LY By OTr!ERS 1 1/4- MIN , K•L'+S'Y OPENING O7r.ER-S ' �EM?EDMENT 1� BY OTHERS SLIDING GLASS \V CAULK BET VEEN STUCCO �1 +^; Y I DOOR f'MAME\�� I1I CAGILY. bEiVEEN SL:G:NG GLASS DOER. HOOK STRIP t BY-OTME; 7 v ;fl JAM? \ ` G VGO.M SUCK t HZ':)K STRIP C VOOD BUCK e If1 h MAS'Y. OPENING p lI G SptIM SPACE �g BY OTHERS 9R i t ih SH:M AS RED'D ) } 1 ! ((SEE NOTES) !-! MIN EM3EDKN. V {{ I ) C INSTALLATION AmCMCR i p.� 3/T6' DIA iAPCON ZTEMPERED GLASS Q CAULK BETWEEN (TYP.) DOOR FLANGE INSTALLAII AI$F41F t vOOD DUCK BS SCREV (TYP. VMERE 2 ` TAPCONS ARE NOT REO'Dj i SLIDING GLASS PER.MF.TER 4 DUCK BY v OTHERS DOM FRAME CAULK BY I BUCK BY OTHERS HEAD OTHERS CONCRETE OR MASONRY OPENING STUCCO 8r OTHERS 6Y OTHERS �— S.G.D. VIDTH V CO B•O.A.FoEw RED t£MPERED S GLASS GLASS (TYP.) SECTION BMFATURE:e- SLIDING GLASS DOOR INTER �C>LOCK J HEIGHT MASTER FEE,#$ F HOOK STRIP DETAIL A1- )) DOOR MATERIAL, ALVTINUN ALLOY 6063. SLIDING GLASS , .. l,R FRAME —1 i SILL ' o 2) TAPCON TTPC INSTALLAIKIN ANCHORS MIS: K Or S1fFICICHT LENGTH TO ACHIEVE HIM, EM-4-1 NT Or 1-1/4• INTO MAS ' OR CONCRE7C 3) ALTCR)MTE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAM[ HEMBERS. AT SAPCON ANCHOR CHART ON BACK OF THIS SHEET S) USE S&ICOHIZED ACRYLIC CAULK BEHIND DOER FLANGE AT HEAD t JAMBS. 67 USC SILICONIZCD ACR-LIC CAULK FCR KR!NCTER SCE AROUND EKTERIOR Or DOOR. 7) W EXACT DOER SIZE IS NOT LISTED IN ANCHOR [HART, USE ANGRR OUANTITY LISTED v!TM NEXT LARCLR SIZC, FOR THE APPROPRIATE DEVCH PRESSURERCO'0. B) FOR POCKET DOOR SZES USE CLOSEST D'PASS DOOR SIZE L COWjGLRA710. TO r1NITHED OPENING RACE TAPCONS. IN FRONT OF HOOK STR'P AS SHOvN !) GLASS THICKNESS MT VARY PER REOUIRErEN,S Or AST" C1300 GLASS CHARTS 10) ALL FACTOR r APPLIED ALES HOT DESIGHA'ED FOR Or, ANCHOR SHOULD K FILLED V11M .6 SCRCV: OF SUFFICIENT LENGTH TO PROVIDE MIM S/B' CMKDMENT INTO WOOD DUCK. I:) DOOR UNIT IS APPROVED USING TCWCRED GLA'S IN SINGLE GLAZED OR INSULATING GLASS 12) JAMB / SILL CORKRS ARE In SEALEV V!IM A SMALL JOINT SEAM SCALER. ' 13) SHIM AS REO'D. AT CA SET OF IMTTALLA'i3N AMC. J7R MAK. ALLCVAKS SHIM STACK 7_. K t/.•. I•) ALL INSTALLATION ANCHORS MUST BE wA:E Or COKR0.13N RESISM.: TANT TE4tALT IS) VMCRC •X• REPRO SENT$ MOVING PANEL ANC '0REPDESENTi rlXE7 /AHNEL APPROVED ` A 107 ALL A OWI ARE AS LISTED ON AN E A CwRT :INN BATH. S --IHIS SH<Ei l 16) NO7 G`J CCKS ARE A, LISLISTED ADOVC ARE SHp.n. C.. THIS DRAWING. 'T INSTALLATION EXTERIOR ELEV=-:ON SECTIONS •A -A•,'$ -I'. L HOOK ST41P DE%AIL APPLE TO INSIALLATIo. Or ALL APPROKL ( COWIGNRATIONNS. I I E,3EDNENT 2 PANEL DOOR "3VN 1)) ""ALL ONE tAPCON 1, EACH PAIR a, FAZTOR.I APPLIED IN;rAtlA713N ALES UMICSi He OrNERV!SE ON mcm CHART. SEC BACK Or 1MIS SHEET. p , A E . A A ±-1/A' M:N. IB) FLORIDA ExTRUDERT 1000 SERIES SLIDING CLASS DOOR IS s)ovM iHli PR:Nr ALSO APPLIES TO 200D SERIES AND 506 SZRICS G A O REVI DESCRIPTION DATE INI A EXTRUDERS LIBERALLY A°PLY F ( L� a 1 P \ I D I 1 INT. INC. SANFOP,D FL. CAtLKIW, UNDER SILL INSTALLATION ANCHEP - OR SET SILL IN BED OF CGNCR£iE 3/16• DIA TAPCON TITLE: SLIDING GLASS DOOR SECTION F,—A � INSTALLATION WITH TAPCONS DP.AWN BY: 3E APPPOVED 9Y: rr� j DATE:IO/25i01 SCALE: NTS IDWG 1: FLEX0021 MDUCI L AP'LIC.TM EWIC"CEAM4 INC. t'Te INTCtNAi13N.L >'.•. iul iC --A,ri.trt�v, f104: �. ]2: •e .0)•C$-OMS fu w)-55-1]66 SHIM AS RC'O'D INSTALLATION ANCHOR X8 SCREW SHEATHING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE TWO WOOD L SHEATHING Br OTHERS r I I I SHIN SPACE �— DOOR WIDTH ( w ./A' MAX. SHIM SPACE � two By vooa _ 1-1/8 MIN. BY OTHERS I EMBEDMENT S_IDIMG GLASS ODOR FRAME JAMS , 1 c-s I-I/fi' M.IN. y EMBEDMENT TEMPERED CLASS STUCCO J (TYP.) OR SIDING By 07KRS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERiMETER CAULK BY TEMPERED OTHERS GLASS (TYPO A �• DOOR HEIGHT SECTION B-B i n A Iq.4 ki ui- # - SLIDING GLASS DOOR FRAHE SILL ®rc SLIDING GLASS DOOR HOED( STRIP SHIM AS REO'D. (SEE NOTES) INSTALLATION ANCHOR •8 SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING SHEATHING \ BY OTHERS TEMPERED GLASS — STUCCO (TTP.) OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK INSTALLATION atHOR R8 SCREV TvO by WOOD By OTHERS CAULK BETVEEN HOOK STRIP L SHEATHING SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 1-1/8' MIN. EMBEDMENT 2 .9 INSTALLATION NLl1N1NA.'H. ALLOT L063 2N 9-1/2'ITOOGD, TA Muir DE a SI,FtICIC-N LUNGT. TO ACMI. M NH C.DCDE.r or I-1/D' INTO WOOD TAPC@N.T TFQ tM-lCDNE 19N 1-1/?. N MI. Muir lE Or SN/ft[IC.T LL.GTM ID AOUEVC MIN EMi[MK' Of I-!/•' INTO .ASWtr OR CONCRETE. 3, INSTALLATION ANCMDR CHART ON DACX of TMS SHEET •1 uSC StLICONIZCD ACRYLIC CAULK KNIND DOOR FLANGE AT HEAD t JANBS. S7 uSC SILICDRZE11 ACRYLIC CAtLK FOR PCRUETCR SEAL AR'JUND EXTERIOR Or DOOR. D> IF EXACT DOOR SIZE IS NOT LISTCD IN ANCHOR CHART. L'SE AW-NOR OUANTITT LISTED UItN NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN tRESSURC REO'D --- 71 FOR ►OcXET DODt SIZES USE CLOSEST DTPASS DOOR SIZE C COWIWRAttON TO FIAXSNED tpEMHG PLACE INSTALLATION ANCHORS. 1. FRONT OF r_S[ STRIP AS SHOWN a GLASS INtc.Kss NNAI ..2f PER REOuIRCNE.TS Or AST. E1300 CLASS CHARTS !N DOOR tWT IS APPROVED UStHG TEMPERED GLASG IN SIWLC GLAZED OR INSULAIING CLASS 10N JAND / SILL CORNERS An TO DE SEALED Vtl- A SNALL JOINT $CAN SEALCV H. SNI. AS REO D. AT CA SET Or t%SIAL_A7/ON :NMS. NA, ALLOvJLC S.I. STACK TO K 1/4'. 12) ALL INSTALLATION ANCHORS MUST 3C NaOE OF C3RROSION RESISTANT NATC21ALS A VNCRC -.' RCPRESC.TS ✓1vING ►.REL AND N'Y ?EPRCSL.'S FIXED PANEL APPR:,vCO COAIGRRaiIONi ARE AS WILED ON ANCHOR CNK:1 0. DACX Or THIS SHEET. I I EXTERIOR E L E V A T I O N 1AN '°T ALL EO!'GVR.r)b LISTED STRIP DE ARE S 7v. DM THIS DRAvIINSTALLATION NG. N ALL AP INSTALLATION SECTIONS TIONS. 'D-D' L rmc STRIP DETAIL N?A:T t0 I.STALLAT tO+ OF ALL APPROVED t I LMBE DHENT C9FiGNia710Ni D O 1-1/4' MIN 2 Pa{L DOOR SHOWN a � A �- LIBERA_LT APPLY CAULKP.G UNDER SILL D OR SET SILL IN BED INSTALLA7iON ANfH,�.P Of CON'RETE 3/16' D!A. 7APCON SECTION A -A F 12002 15) FLORIDA CXTRUDERS IOW SERIES SLIDING GLASS DOM IS SNNO— T.IS ►RINT ALSO APP_ICS TO 2000 SERIES AND SW SCTIES. _ DESCRIPTION DATE 111411F L 0 P I D A INT EXTRUDERS SAWORD £L TITLE: SLIDING GLASS DOOR INSTALLATION WITH #g SCREWS - DRAWIN BY: ?a APPP.OV£D BY: PATE: 12/17/01 !SCALE: ZITS JDWG /.'LEX0027 SHT I OF INC_ Y) iN'C wTgb- PAVT_ TAR[ r%..(.I.M7v, ftOR:D.. 127.A. AFT-DC5-P%5 I- 107-I0-03C[ 1000 P.VJDESIGNER SILL (TYP.) $8 X 3/4 SELF TAPPING SMS Ix2X1/9 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULL04 SEALANT BETVLLM- R \--08 X 3/4 SELF vIMDOW FLANGES L MILLION TAPPING SMS �D (TYPE . SEALANT BETI vtxWw` FLANGZSVEEM SECTION A —A (1) L MULLION r 10W P.V✓DESIC44ER SILL (TYP.) L8 X 3/4 SELF ^ TAPPING SMS 1X27/16X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLMN 6 ' - L8 X 3/4 SELF `-1000 SJi TAPPING SMS HEAD (TYP.) SEALANT BETVEEM SECTION A —A (3) VD4D0V FLANGES L MULLION lOW P.VJDESIGNER SEALANT BETWEEN SILL (TYP.) WWDOv FLANGES L MILLION 89 X 3/4 SELF TAPPING SMS T1 X 4 x L8 TUBE MILLION \--RB X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYP.) SECTION A -A (5) APPLIES TO HEAD k SILL WHERE I' X 4' 1000 P.VJDESIGNER 2 X 4" TUBE MULLIONS ARE USED SILL (TYP.) AUXILIARY PLATE AIL C nrM ADB(TKK4L ANCHORS, WHEN REDUMED) t8 X 3/4 SELF 0 TAPPING SMS SHEATHING IX2X3/8 O10 TUBE MULLION INSTALLATION ABHOR R8 VOOD SCREW (TYP.) O EXTERNAL MULLION INSTALLATION CLIP \-18 TWO BY WOOD X 3/4 SELF lOW S)L TAPPING SMS BUCK BY OTHERS WAD (TYP.) IOW P.VJDESIGNER SECTION A -A (2) SILL (TYP.) KLL.ION APPLIES TO HEAD A SILL WHERE I" X 2' 1OW P.VJDESIGNER r SILT (TYP.) 08 X 3/4 SELF TAPPING SMS i 1' X 2 7/16' TUBE MULLIONS ARE USED DE7AIL 8 r s8 X 3/4 SELF 2 x 4 x 3/8 TUBE MULLION TAPPING SMS 1 X 2 7/16 X 3/ TUBE MULLION ALLATION ANCIWt W:z�-p SEALANT BETWEEN ODD SCREW )L INDOV FLANGE MULLION M CLIP Li 1/8' MIN. I EMBEDMENT 1I 1/e nni "II EMBEDMENT -18 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) 09 X 3/4 SELF TAPPING SMS SECTION A —A (4) V 1000 S.M. HEAD (TYP-) IOW P.VJDESIGNER SILL (TYPE SECTION A —A (7) 08 X 3/4 SELF ��o• TAPPING SMS tiJDA I %4X3/8 AA TUBE MLLLIONL,`NI'g F NA ��NU A ° i 'i ` R8 X 3/4 SELF TWO S.H TAPPING SMS HEAD (TYP.) SECTION A -A (6) F- A FLORIDA EXTRUDERS INTERNATIONAL, I SANFORD, FLORIDA Tm-E: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: DAT£:2/6/02 I SCALE: NTS DWG.: 1HMFINTR FLORIDA EXTRUDERS INTERNATIONAL, I SANFORD, FLORIDA Tm-E: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: DAT£:2/6/02 I SCALE: NTS DWG.: 1HMFINTR SEALANT KTvEEN NDOV FLANGES L MULLION 1000 P.V./DESIGNER 1 SILL (TYP.) •8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT BETVEEM VINDOV FLANGES - L MULLION '---NB X 3/4 SELF 1000 SH TAPPING SMS HEAD (TYPJ - V� F�1�.ANIGEMS SECTION A —A (1 i L KAI" 1000 P.V./DESIGNER SILL (TYPJ \ se X 3/4 SELF TAPPING SMS /''1 X 2 7/16 X 1/8 �11 / TUBE MULLION SEALANT BETWEEN VINDOV FLANGES- MULLION `118 X 3/4 SELF 1000 SJ-L TAPPING SMS HEAD (TYPJ SEALANT BETM'EEN SECTION A —A (3) VINDOV FLANGES L MULLION 1000 P.V✓DESIGNER SEALANT BETWEEN SILL (TYPJ VINDOV FLANGES• i8 X 3/4 SELF & MLL MN TAPPING SMS I X 4 X 1/8 r-1nt� >� TUBE MULLION N--k8 X 3/4 SELF 1000 SH TAPPING SMS HEAD (TYPJ SECTION A —A (5) --- TYPICAL f#ULLION TO CONa;�TE 0 JAMB* 1000 P.VJDESIGNER {APPLIES TO JAMB WHERE I' X 4' DETAIL SILL (TYPJ k 2' X 4' TUBE MULLIONS ARE USED) Q 09 X 3/4 SELF TAPPING SMS CONCRETE OR MASONRY -,,,, BY OTHERS 1� INSTALLATION ANCHOR 3/16' DiA 1 X 2 X 3/8 1 TAPCON SCREW ANCHOR (TYPJ TUBE MULLION EXTERNAL MULLION ONE BY WOOD INSTALLATION CLIP BY OTHERS E AT B.O.A.F. BUCK HERS CENTRAL Q vv•N�T ��v��'�W�T; 1=IVR12%f F r7PU1 R5 \—se x 3/4 SELF biASIM FM :# (� TAPPING SMS MILLION -1000 S.H. HEAD (TYPJ SECTION A —A (2i 1000 P.VJDESIGNER 1000 P.VJDESIGNER SILL (TYP.) SILL (TYPJ Q 1f8 X 3/4 SELF i8 X 3/14 SELF TAPPSMS I X 2 7/16 X 3/8 TAPPING SMS TUBE MULLION 2 % 4 X 3/8 1 1/4' MIN. TUBE MULLION EMBEDMENT SEALANT BETWEEN VD4DOV FLANGE - MULLION '--18 X 3/4 SELF \-1000 SH TAPPING SMS HEAD (TYPJ SECTION A —A (4) 1000 P.VJDESIGNER SILL (TYPJ s8 X 3/4 SELF TAPPING SMS I X 4 X 3/9 I--YOT T //- TUBE MULLION �s8 X 3/4 SELF TAPPING SMS 1000 S.M. HEAD (TYPJ SECTION A —A (7) 1*..BX 3/4 SELF 1000 Sit TAPPING SMS 1 8 2V HEAD (TYPJ _ SECTION A —A (61 FI FVATION j VIEWED FROM EXTERIOR FLORIDA EXTRUDERS ssAANFoRDD°F ORmn =Z:SER. 1000/1500 FLANGE SHEET 1 OF 2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH JAPPROVED BY: DATE:2/6/02 scALE: NTS Dec.: 1HW LGTR /7 1000 P.VJDESIGNER SILL (TYP.) IS X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES - I L MULLION I I i SEALANT BETWEEN VWDOV I t MULLION FLANGES ` I8 X 3/4 SELF `1000 S.M. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN i WINDOW FLANGES ACTION A —A (1) I L MULLION ID00 r P.VJDESIGNER SILL (TYPJ 1 / I8 X 3/4 SELF TAPPING sms 1X27/16X1/8 TUBE MULLION 1000 P.VJDESIGNER SILL (TYP.) 48 X 3/4 SELF / —TAPPING SMS I X 2 X 3/1 TUBE MLLII AUXILIARY PLATE ADDITUOV& ArCHMS. VNEN aEnulRlT)DETAI 0 0 0 ` TVO BY VOOD `— �y� B BY OTHEF 18 x 3/4 SE TAPPING SMS � ' rW�,& & � F. — low SR ��. HEAD (TYP.)f MANUFACTURER AIC'riTliER NAM SECTION A —A (2) T'LoR(L U ERS -1000 P.V./DESIGNER ��" : ff J+ 6 SILL (TY(TYP.) 18 X 3/4 SELF 1000 P.VJDESIGNER TAPPING SMS SILL (TYP-)IX27/16X 8 TUBE MULLION I X 3/4 SELF TAPPING SMS �TUHE MIL ION . VITWEEN NDOW FLANGES L MULLION WsFALANT BETWEEN OW FLANGE LLION \—I9 X 3/4 SELF I8 X 3/4 SELF — 1000 S.H. TAPPING SHS 1000 SA TAPPING SMS HEAD (TYP.) HEAD (TYP-) SEALANT BETWEEN SECTION A —A (31 SECTION A —A (4) WINDOW FLANGES L MULLION f" 1000 P.VJDESIGNER SEALANT BETWEEN 1�—" 1000 P.WJDESIGNER 1 SILL (TYP.) WINDOW FLANGES 1 SILL CTYP.> ` L MULLION j I8 X 3/4 SELF 08 X 3/4 SELF TAPPING SHS1 X 4 X 1/8 TAPPING SMS 1 x e X 3/8 \ TUBE MULLION T TUBE MILLION \-18 X 3/4 SELF ° \—t8 X 3/4 SELF loon sx 1000 SA TAPPING SMS TAPPING SMS — HEAD (TYP.) HEAD (TYP.) SECTION A —A (5) SECTION A —A (6) APPLIES TO HEAD & SILL WHERE I' X 4' & 2- X 4- TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP 1 MILLION 1 � j A 1 1/8' MIN �•y�Y• �• FI CMT?O VIEWED FROM EXTERIOR DETAIL a . APPLIES T07/� TUBE MULLIONS ARE USED >cAnmm _ va FNSTALLATUN NCHOR t8 VODD scxv (TYPJ -IORIZ QB I8 X 3/4 SELF TAPPING SMS loon S.H. SECTION A —A '(7) I Val mm HEAD (TYP.)EHBEDMCNT FLORIDA EXTRUDERS uSANF FD. F O INC SANFORD, FLORIDA =- SER. 1000/ 1500 FIN SHEET 1 OF 2 -TWIN HORIZONTAL MULLION SECTIONS r, _ IrST SEE OTHER SIDE ( SHEET 2 OF 2) FOR ,-:DESIGN PRESSURE CAPACITIES r 18 �_4 Zi)�Z iuiT,r BY: MSH APPROVED BY: - `' DATE:2/6/02 SCALE: N T S DWG.: 1 HMF INT11 /% SEA_ANT a_"-:E_ C viv Ov FL.AINGES T k$ X 3/4 SE'_F i r-:x2x!/s S_e ANT V:NXV F� ayr.;< L NAL:E'. 1--t6 X 3/4 S=tF Hof S=.-.'TA.°P:,Nr r.MS' rIv^i:� F': v./DFSi�YER 7 VLi (TYP.) PS x 3/A SELF '\ FrII:G SYS i / T•.,; _ MU7 L 10 , SEALANT 3ETv:E� N-xe x 3/4 SEL= `- iGw SzK TAPPING sms I -EA.' (TYP.) SEALANT 9ETvEEN S* CTION A —A (3) vlr: ;^v rLANGES - L M:AL IFs 1 i,C P.`:./W:S:rAq:R r- SenL>I:T 1 t VLL <TYP.) v:NZ04 FLANGES 4'." IeN �b x 2/4 SELF L i 7 AP, -!Nu SNS - - , xax1/8 i `--%S x 3/4 Ml TAPPi..%G ShS -PICA- -AUl UC-N TO OONC^<=TE 0 JAMS ::Gc /DES:'u• R I (AP?lJES TO JAMB WHERE I' X 4'r� 1' TA- Tj-r- MULLIONS A?_ USED! Q . I i 4 S__E ! I SHS II I CG'� ic uR HAS %RY q 1 BY eTE.ERS "-- %I i wc?cr__--. f i (Y,,NTF.AL FLOMA Z-O.A.F. �..Bu_.< hERs Q i I I x _r4 SELF �LNFDCiDii��_• SMS ^ I I1i 1 _.. i.'V� A —A ( ) I 1 S-' (iY=) DET L -ExT�R�Ar M,ttLlGf: LNSTALLA'ION CLIP I Sit_ (TYP.)`I :E X 3/4 SELF 7 ( TAP?!NG S` s 'G X 3/4 SELF , •-� i X 2 7/15 X 3!c T4?rI`G S4S i TUBE: `!if_LI�: c X 4 X 3/8 i ---I ! BM.N.7 E: E S�4' 41T fir?vEEN e \--re x 3/4 SELF S.H TA ?1�� Srs ,--AD (TYP.) SECTION A —A (4; xB % 3/4 SELF TAPPING SYS Q P.V./BES:GNEP.. S,:LF HEAD, YF; S?IS x x 3/9 f—lIY 1 / Sc SFCIION A -A (/', [Al I .' #S X 3/4 S=LF TAPP:kG SMS . - S r1. aD FEB 15 Zi;J2 PULLMN El EVATiC YEt=D FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD, FLORIDA TITLE: S=R. I QLtji 5CU FLANGE SHEET I Elf' P_ TWIN HORIZONTAL MULLION SECTIONS SEE uj .LK J _ � S!"fLL i C of C) f OR DESIGN PRESSURE CAPACITIES DRAWN HY:MS�-' J APPROVED BY: DATE: P/c /C' I SCALE: NT$ I DWC.: 1 HMELGT .' 1000 P.VJDESIGNER SILL (TYP.) pp II 08 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT I WINDOW FI L MULLION SEALANT BETVEEN� WINDOW L MULLIONS - 1 08 X 3/4 SELF 1000 S.H. TAPPING SMS (TYP.) SEALANT BETWEENNEAD WINDOW FLANGES SECTION A —A (1) - L MULLION r1000 P.VJDESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 Ir TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION \_ 88 X 3/4 SELF �1000 S!i TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES L MULLION 1000 P.VJDESIGNER SEALANT BETWEEN SILL (TIP.) WINDOW FLANGES L MULLION 08 x 3/4 SELF TAPPING SMS 1x4xvs fJ 1 T TUBE MULLION 08 X 3/4 SELF 1000 Si-L TAPPING SMS HEAD (TYP.) SECTION A —A (5) 1000 P.V./DESIGNER AUXILIARY PLATE SILL (TYP.) ffCR ADDITDI+AL ANENpM WHN REOUIRED> . p 08 X 3/4 SELF TAPPING SMS O �O 1 x 2 x 3/8 — — TUBE MULLION Q' DETAIL C cEN'TRAL FLQ'_imA 8.o.h BY WOOD 08 X 3/4 SELF K BY OTHER 1000 S.H. TAPPING SMS MANUFACTURER NAME: HEAD (TYPJ 0 R/P4 p�1y7P SECTION A —A (2) (-1000 P.V./DESIGNER M-A�TER ME SILL (TYP.) 08 X 3/4 SELF ID00 P.VJDESIGNER TAPPING SMS SILL (TYP.) 1X27/16X3/8 Ir TUBE MULLION /TAPPING SMS LF A @ SEALANT BETWEEN JL� WINDOW FLANGE - L MULLION 08 X 3/4 SELF —1000 S.R TAPPING SMS HEAD (TYP-) SECTION A —A (4) -1000 P.VJDESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 TUBE MULLION �--08 X 3/4 SELF 1000 S FL TAPPING SMS HEAD (TYP.) SECTION A —A (6) 2X4X3/8 TUBE MULLION APPLIES TO HEAD & SILL'WHERE 1" X a' & 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR B8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION A -- L1 1/8, MIN. EMBEDMENT ELEyAiION VIEWED FROM EXTERIOR DETAIL APPLIES TO HEAD & SILL G 2 7/16' TUBE MULLIONS ARE USED - . NF11—y ALLAnGN AmDM Am SCREV IL CLIP 08 X 3/4 SELF TAPPING SMS \ 1000 S.H. SECTION A —A (7) HEAD (TYP-)I EMBEDMENT FLORIDA EXTRUDERS ° ��A. Tnu: SER. 1000/ 1500 FIN SHEET 1 -OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES c9.i0C� ,..:. DRAWN BY: MSH JAPPROVED BY: ;::.".,•, '. DATE:2/6/02 SCALE:NTS DWG.: 1HMFIN 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 Yf' THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 20 SOUTH, RA t 31 EAST; THENCE N89'31'41"W A DISTANCE OF 1090.06 FEET; THENCE S00'28'19"W A DISTANCE OF 115.00 FFEI; THENCE N89'31'41"W A DISTANCE OF 52.85 FEET; THENCE S00'28'19"W A DISTANCE OF 50.00 FEET TO A POINT OFio�URVATURE, SAID CURVE BEING CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHWESTERLY ALONG ARC OF SAID CURVE A DISTANCE OF 83.63 FEET, THROUGH A CENTRAL ANGLE OF 63'53'19"; THENCE S2635'00"W A DISTANCE OF 64.75 FEET TO THE POINT OF BEGINNING; THENCE S63'25'00"E A DISTANCE OF 125.24; THENCE S48'46'49"W A DISTANCE OF 27.09 FEET; THENCE S26'35'18"W A DISTANCE OF 34.92 FEET; THENCE N63'25'00"W A DISTANCE OF 115.00 FEET; THENCE N26'35'00"E A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.16 ACRES f. POINT OF COMMENCEMENT NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. LOT 123 CONTAINS 7029 SQUARE FEET f THIS STRUCTURE CONTAINS 2030 SQUARE FEET f TOTAL CONCRETE 1014 SO. FT. t TOTAL SOD 3985 SO. FT. f 1 " = 30' BUILDING SETBACKS I GRAPHIC SCALE FRONT: 25' ELEVATION 0 15 30 REAR: CORNER: MUS� SIDE:��E Iron �� ABOVE �j�"pp 1o7i��j N OF ADJACENT ROAD uwLE SS NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18- 20- 31 OTHERWISE APPmvvr-Lj 63 P°°48j°JeS, AO Qn y� �A V ' 'T 3 +Z 26 qo <v ' 1 � �� QO� Q Q co0:7h w ? t O � i ` m 2 4208 PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. POINT OF BEGINNING I Rpp rHJB psfp \ •CT�N`'<poR cQ sgOp' S N o N 6 jj�5 � ,` � . 00 , 0 N89'31'41"W 52.85' %010 �pT 2�0 / O 10 THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. <OT OS<C 58Z0/ ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA J O FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN do ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 123 AS BEING S63'25'00"E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM JOB NO. ASM39995 DRAWN BY: 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 N89'31'41 "W 1090 06" LEGEND - — — — - BUILDING SETBACK LINE CENTERLINE --- - - RIGHT OF WAY LINE xxx.xx PROPOSED ELEVATION PROPOSED DRAINAGE FLOW O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED (CALC) CALCULATED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD PB PLAT BOOK PGS PAGES NG NATURAL GRADE S0. FT SQUARE FEET MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT o DENOTES DELTA ANGLE L of NOTES 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 IYPICAL A/C AIR CONDITIONER CB CONCRETE BLOCK WALL RP RADIUS POINT R RADIUS CS CONCRETE SLAB C CHORD LENGTH R/W RIGHT-OF-WAY ORB 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 BFEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID NITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM L IAM R. M SCAYtLIUJR. PtM#4928 DATE PLAN 2-6-03 JML FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION .� Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: �338 REVD Builder: DR HORTON Address: i+ l�AikJ �i ik 1 t'i Permitting Office: City, State: Permit Number: Owner: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: 36.0 kBtu/hr -I 3. Number of units, if multi -family 1 - SEER: 12.05 - I 4. Number of Bedrooms 5 - b. Central Unit Cap: 36.0 k13tu/hr 5. Is this a worst case? Yes _ SEER: 12.05 _ 6. Conditioned floor area (W) 3338 ft2 c. N/A _ 7. Glass area & type a. Clear,• single pane 461.0 ft2 - 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 k$tu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 ft2 b. Electric Heat Pump _ Cap: 36.0 k$tu/hr - 8. Floor types - HSPF: 7.65 _ a. Slab -On -Grade Edge Insulation R=0.0, 151.0(p) ft - c. N/A l b. Raised Wood. Post or Pier R=11.0, 554.Oft2 _ _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 660.5 ft2 _ EF: 0.86 - b. Frame, Wood, Exterior R=11.0, 1559.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 335.0 ft2 - d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=19.0, 1988.0 ft2 - 15. HVAC credits PT, - b. N/A - (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft - MZ-C-Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 R MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 42947 PASS Total base points: 46296 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: W P;lQ. DATE: M . CFL I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and ' specifications covered by this sr ti0, s 9rF calculation indicates compliance with the Florida Energy Code. h Before construction is completed a this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: oon WIE PnarnVro 1.-IM Al rsion• FLRCSB v3 91 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3338.0 25.78 15489.7 Single, Clear S 1.0 16.0 39.0 44.66 0.99 1731.3 Single, Clear E 1.0 18.0 72.0 59.31 1.00 4255.3 Single, Clear E 1.0 16.0 97.0 59.31 1.00 5732.8 Single, Clear W 1.0 16.0 39.0 53.47 1.00 2078.7 Single, Clear E 1.0 17.0 18.0 59.31 1.00 1063.8 Single, Clear W 1.0 9.0 15.0 53.47 0.99 797.4 Single, Clear W 1.0 6.0 20.0 53.47 0.97 1035.8 Single, Clear S 1.0 6.0 30.0 44.66 0.94 1264.8 _ Single, Clear E 1.0 6.0 30.0 59.31 0.97 1723.7 Single, Clear E 1.0 3.0 8.0 59.31 0.86 406.8 Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 Single, Clear N 1.0 6.0 15.0 27.96 0.97 408.6 Single, Clear W 1-0 6.0 30.0 53.47 0.97 1553.7 Single, Clear W 5.0 9.0 18.0 53.47 0.70 676.8 Single, Clear W 1.0 9.0 15.0 53.47 0.99 797.4 As -Built Total: 461.0 24388.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 335.0 0.70 234.5 Concrete, Int Insul, Exterior 3.0 660.5 1.40 924.7 Exterior 2219.5 1.90 4217.0 Frame, Wood, Exterior 11.0 1559.0 1.90 2962.1 Frame, Wood, Adjacent 11.0 335.0 0.70 234.5 Base Total: 2554.5 4451.5 As -Built Total: 2554.5 4121.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 48.0 4.80 230.4 Exterior Insulated 48.0 4.80 230.4 Base Total: 66.0 259.2 As -Built Total: 66.0 259.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1988.0 2.13 4234.4 Under Attic 19.0 1988.0 2.82 X 1.00 5606.2 Base Total: 1988.0 4234.4 As -Built Total: 1988.0 5606.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 151.0(p) -31.8 -4801.8 Slab -On -Grade Edge Insulation 0.0 151.0(p -31.90 -4816.9 Raised 554.0 -3.43 -1900.2 Raised Wood, Post or Pier 11.0 554.0 1.83 1011.1 Base Total: -6702.0 1 As -Built Total: 705.0 -3805.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 3338.0 14.31 47766.8 3338.0 14.31 47766.8 Summer Base Points: 65499.6 Summer As -Built Points: 78336.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 78336.3 0.500 (1.087 x 1.150 x 0.90) 0.283 0.950 11846.6 78336.3 0.500 (1.087 x 1.150 x 0.90) 0.283 0.950 11846.6 65499.6 0.4266 27942.1 78336.3 1.00 1.125 0.283 0.950 23693.2 EnergyGauge^" 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 3338.0 5.86 3520.9 Single, Clear S 1.0 16.0 39.0 7.73 1.00 300.6 Single, Clear E 1.0 18.0 72.0 9.96 1.00 719.0 Single, Clear E 1.0 16.0 97.0 9.96 1.00 968.7 Single, Clear W 1.0 16.0 39.0 10.74 1.00 418.8 Single, Clear E 1.0 17.0 18.0 9.96 1.00 179.7 Single, Clear W 1.0 9.0 15.0 10.74 1.00 161.0 Single, Clear W 1.0 6.0 20.0 10.74 1.00 215.4 Single, Clear S 1.0 6.0 30.0 7.73 1.01 233.8 Single, Clear E 1.0 6.0 30.0 9.96 1.01 301.5 Single, Clear E 1.0 3.0 8.0 9.96 1.03 82.1 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 Single, Clear N 1.0 6.0 15.0 12.32 1.00 184.4 Single, Clear W 1,0 6.0 30.0 10.74 1.00 323.1 Single, Clear W 5.0 9.0 18.0 10.74 1.05 203.2 Single, Clear W 1.0 9.0 15.0 10.74 1.00 161.0 As -Built Total: 461.0 4603.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 335.0 1.80 603.0 Concrete, Int Insul, Exterior 3.0 660.5 3.80 2509.9 Exterior 2219.5 2.00 4439.0 Frame, Wood, Exterior 11.0 1559.0 2.00 3118.0 Frame, Wood, Adjacent 11.0 335.0 1.80 603.0 Base Total: 2554.5 5042.0 As -Built Total: 2554.5 6230.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 48.0 5.10 244.8 Exterior Insulated 48.0 5.10 244.8 Base Total: 66.0 316.8 As -Built Total: 66.0 316.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1988.0 0.64 1272.3 Under Attic 19.0 1988.0 0.87 X 1.00 1729.6 Base Total: 1988.0 1272.3 As -Built Total: 1988.0 1729.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 151.0(p) -1.9 -286.9 Slab -On -Grade Edge Insulation 0.0 151.0(p 2.50 377.5 Raised 554.0 -0.20 -110.8 Raised Wood, Post or Pier 11.0 554.0 0.47 260.9 Base Total: -397.7 1 As -Built Total: 705.0 638.4 EnergyGaugeB DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details v� ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 3338.0 -0.28 -934.6 3338.0 -0.28 -934.6 Winter Base Points: 8819.7 Winter As -Built Points: 12584.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 12584.2 0.500 (1.078 x 1.160 x 0.92) 0.446 0.950 3068.0 12584.2 0.500 (1.078 x 1.160 x 0.92) 0.446 0.950 3068.0 8819.7 0.6274 5533.5 12584.2 1.00 1.150 0."6 0.950 6136.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 27942 5533 12820 46296 1 23693 6136 13118 42947 PASS EnergyGauge'r" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2 01 Code Compliance Checklist Resi ential Whole Building Performance Method A - Details i ADDRESS:, J, PERMIT #: 6A-21 INFILT TION REDUCTION COMPLIANCE CHECKLIST COMPONENTS I SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows & oors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent 11.1ails 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/bottorn plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barter Is installed that extends Floors 606.1.ABC.1.2.2 I Penetrations/openings >1/8" sealed unless backed by truss or joint members. I EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed 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 Recessed Lighting Fi}Ctures 606.1.ABC.1.2.4 I 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 CHECK Multi -story Houses I 1606.1.ABC.1.2.5 I Air barrier on Derimeterof floor cavity between floors. II Additional Infiltration egts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, 6A-22 OTHER PPFSCRIPTIVF MFACI IRFS /mucf he mnf nr nvneadnd 1 y .11 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 & S1 as 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Syste s 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. EnergyGauger" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.6 The higher the score, the more efficient the home. M� l . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.05 4. Number of Bedrooms 5 _ b. Central Unit _ Cap: 36.0 k$tu/hr _ 5. Is this a worst case? Yes _ SEER: '12.05 6. Conditioned floor area (ft2) 3338 ft' c. N/A _ 7. Glass area & type _ a. Clear - single pane _ 461.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ' _ ft a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 ft' b. Electric Heat Pump _ Cap: 36.0 kBtu/hr , 8. Floor types _ HSPF: 7.65 a. Slab -On -Grade Edge Insulation R=0.0, 151.0(p) R _ c. N/A _ b. Raised Wood, Post or Pier R=11.0, 554.0ft' u _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 660.5 ft' _ _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 1559.0 ft' b. N/A c. Frame, Wood, Adjacent R=11.0, 335.0 ft' 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, 1988.0 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. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code�compliant features. Builder Signature:x'_ ' Date: Address of New Home: City/FL Zip:.. *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 EnergyStarrmdesignation), 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) '$ RIGHT.! LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3380 10.16.00 j109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2685 w Project 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 51980 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 51980 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 3338 3338 Volume (ft3) 28691 28691 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 335 192 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat n/a 0 Btuh 0 OF 0 cfm 0.000 cfm/Btuh n/a 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/lb Sensible Cooling Equipment Load Sizing Structure 47574 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg, data n Rate/swing multiplier 0.98 Total sens. equip. load 48078 Btuh Latent Cooling Equipment Load Sizing Internal gains 2070 Btuh Ventilation 2212 Btuh Infiltration 5652 Btuh Total latent equip. load 9934 Btuh Total equipment load 58011 Btuh Cooling Equipment Summary Make n/a Trade n/a n/a n/a Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0.000 cfm/Btuh 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wreghtsof't Right-Sufte Residential TM 5.0.64 RSR26016 2002-Feb-28 15:02:26 ACCi\ E:\Files\DR HORTON 2002\3380\3380REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3380 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831.2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 28691 ft3 x 0.0167 = 335 cfm Isolated zones = 0 cfm Total = 335 cfm 2. Winter infiltration load 1.1 x 335 cfm x 32 °F Winter TD = 11806 Btuh 3. Winter infiltration HTM 11806 Btuh / 527 ft2 Total window = 22.4 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 28691 ft3 2. Summer infiltration load 1.1 x 192 cfm x 18 3. Summer infiltration HTM 3795 Btuh / 527 ft2 x 0.0167 = 192 cfm Isolated zones = 0 cfm Total = 192 cfm *F Summer TD = 3795 Btuh Total window = 7.2 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 192 cfm = 5652 Btuh rroceaure u - tquipment sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 *F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 47574 Btuh Sum of ventilation and structure toads = 49059 Btuh Rating and temperature swing multiplier x Equipment load 0.98 sizing - sensible 48078 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 9 people + 2070 Btuh Infiltration load from Procedure C + 5652 Btuh Equipment sizing load - latent = 9934 Btuh *Construction Quality is: a No. of Fireplaces is: 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. , wrightsoft Rightsufle ResiderdialTM 5.0.64 RSR26016 2002•Feb 28'15:02:26 )iU51k E:\Flies\DR HORTON 2002\3380\3380REVO.rsr Page 1 RIGHT-J WORKSHEET 0 ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: 3380 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: tin ha. 1 Name of room ZONE 1 LAUNDRY ROOM KITCHEN/NOOK FAMILY ROOM' J4MANUAL_ 2 Length of exposed wall 151.0 ft 17.0 ft 26.5 ft 32.0 ft 3 Room dimensions 6.0 x 8.5 ft 12.0 x 25.5 ft 14.5 x 17.5 ft Ceiings Condit. Option 9.4 I'll D n 9.4 it heaU000l 9.4 I'll heatt000l 9.4 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft') Htg Clg (W) Htg I Clg (f?) Htg Clg (ft') Htg Clg 5 Gross a 14B 4.6 2.1 926 "" »'• 56 •»• •»• 0 - - 301 •••• "•' Exposed b 12C 2.9 1.9 159 "•' •••• 0 ••„ »•• 84 - - 0 •••• •,•• walls and c 13C 3.2 1.2 335 "'• '»' 104 •••• •"' 165 »» ••" 0 .... •'•• partitions d 0.0 0.0 0 ••'• "•' 0 '••• ••" 0 »•' "•• 0 ...' •••• e 0.0 0.0 0 .... .... 0 .... «« 0 ..« «.. 0 .... .... f 0.0 0.0 0 .... «.. 0 .... .... 0 «.. .... 0 .... .... 6 Windows and a 1C 37.0 » 175 6468 "» 0 0 39 1441 "•' 0 0 •'» glass doors b 8C 37.0 72 2661 '•» 0 0 .... 0 0 72 2661' .... Heating c 9C 38.7 •• 18 697 »•• 0 0 '•" 0 0 »» 0 0' .... d 0.0 0 0 "•. 0 0 0 0- 0 0 "'• e 0.0 » 0 0'»' 0 0 0 0 0 0 »" f 0.0 0 0•»• 0 0 "» 0 0 '••• 0 0 "•• 7 Windows and North 0.0 0 •••• 0 0 •... 0 0 »•' 0 0 "'• 0 glass doors NE/NW 0.0 0 '•" 0 0'»' 0 0 •••' 0 0'"' 0 Cooling ENV 54.4 226 "" 12294 0 '»' 0 0 - 0 72 "" 3917 SE/SW 0.0 0 '... 0 0 "•' 0 0•»• 0 0 "'• 0 South 30.4 39 . ... 1186 0 .... 0 39 »•• 1186 0 "" 0 Horz 0.0 0* 0 0'"• 0 0- 0 0 .... 0 8 Other doors a 11A 18.9 12.7 66 1246 841 0 0 0 18 340 229 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 661 3044 1360 56 258 115 -39 -180 -80 229 1054 471 exposed b 12C 2.9 1.9 159 458 309 0 0 0 84 242 163 0 0 0 walls and c 13C 3.2 1.2 335 1055 392 104 328 122 165 520 193 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 160 1.7 2.2 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 0.0 151 3914 0 17 441 0 27 687 0 32 829 0 (Note: room b 20G 2.3 1.0 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 01 0 0 12 Infiltration a 1 22.4 7.2 331 7415 23831 0 0 0 571 1277 4101 72 16131 518 13 Subtotal loss=6+8..+11+12 .... 26958 •••• •••' 1026 •••• ••» 4327 "" •••' 6158 Less external heating "•' 0 »" •••• 0 ••.. 0 '••• 0 '••• Less transfer • » 0 «•• •••• 0 •••• 0 •••• ••« 0 «« 14 Duct loss 105' 2696 "» 101' 103 .... 10°/ 433 - 106/1 616 ... 15 Total loss = 13+14 ••" 29654 ••» »» 1129 •"• »•• 4760 - »» 6774 •"• 16 Int. gains: People 300 6 '•" 1800 0 •••' 0 0 0 5 .... 15M Appl. @ 1200 2 .... 1800 1 •••• 600 1 • 1200 0 .... 0 17 Subtot RSH gain=7+8..+12+16 .... "•' 22366 .... •••• 837 •••• »•• 3301 •"' •••' 6406 Less external cooling ••.. •••• 0 ••.. •••• 0 +«• »•• 0 .... «.. 0 Less transfer •••• •••• 0 .... .... 0 "" «•• 0 •••• •••• 0 18 Duct gain 100/ 2237 10° '»' 84 105' " • 330 10 ° "'• 641 19 Total RSH gain=(17+18)'PLF 1.00 "" 24602 1.00 •»• 921 1.00 •'» 3632 1.00 '•" 7047 20 Air required (cfm) • •• 1183 1183 »•' 45 44 »'• 1901 175 "•• 2701 339 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. +. wr�ghtsc�R Right-Sufte Residential TM 5.0.64 RSR26016 2002-Feb-28 15:02:26 AC�A E:\Files\DR HORTON 2002\3380\3380REVD.rsr Page 2 RIGHT-J WORKSHEET ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: 3380 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32748-8206 Phone: (407) 831-2865 MANUAL J: [In td. 1 Name of room DINING/LIVING FOYER DEN/BR5 BATH 2 2 Length of exposed wall 23.0 ft 15.0 ft 31.0 ft 6.5 ft 3 Room dimensions 23.0 x 18.0 ft 8.0 x 16.0 ft 11.5 x 15.0 ft 6.5 x 14.5 It 4 Ceiings Condit. Option 9.4 fti heat/cool 9.4 ft heatt000l 9.4 ft heal/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (8tuh) EXPOSURE NO. Htg Clg (W) Htg Clg (ft') Htg I Clg (ft') Htg Clg (ft') Htg Clg 5 Gross a 14B 4.6 2.1 216 •'•• '•" 0 •••• •'•• 291 •••• •••• 61 .... •••• Exposed b 12C 2.9 1.9 0 "'• »,• 75 •••• »•• 0 «« .». 0 .... walls and c 13C 3.2 1.2 0 "'• •... 66 •••• ••"• 0 •••• ••» 0 •••• •••• partitions d 0.0 0.0 0 "" '•'• 0 •••• •••• 0 "'• •'•' 0 •••• •••• e 0.0 0.0 0 .... ..., 0 .... .... 0 .... «« 0 .... ,... f 0.0 0.0 0 ..., .... 0 .... .... 0 .... .... 0 .... .... 6 Windows and a 1C 37.0 •' 97 3585 .... 0 0 39 1441 •'•• 0 0 glass doors b 8C 37.0 0 0'"" 0 0 '••• 0 0 "•' 0 0 •'•' Heating c 9C 38.7 •• 0 0 "•' 0 0 •... 0 0 "'• 18 697 •••• d 0.0 •• 0 0 '••• 0 0""• 0 0 •'•• 0 0'""' e 0.0 0 0 "•' 0 0 •••' 0 0 '•" 0 0 If 0.0 •• 0 0 •••• 0 0 '•"• 0 0 •••• 0 0 '"'• 7 Windows and North 0.0 0 •"' 0 0 ..., 0 0 "•' 0 0 "" 0 glass doors NE/NW 0.0 0'"•" 0 0•"• 0 0 •'•• 0 0 '••• 0 Cooling EJW 54.4 97 •"• 5277 0 •"• 0 39 ••« 2122 18 ••.. 979 SE/SW 0.0 0 "•' 0 0 *- 0 0 "•• 0 0 '•" 0 South 30.4 0 .... 0 0 '•" 0 0 •••• 0 0""' 0 Horz 0.0 0•"' 0 0 .... 0 0 ••'• 01 0 •"' 0 8 Other doors a 11A 18.9 12.7 0 0 0 48 906 612 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0' 0 9 Net a 14B 4.6 2.1 119 549 245 0 0 0 252 1163 520 43 199 89 exposed b 12C 2.9 1.9 0 0 0 75 216 146 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 66 208 77 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 160 1.7 2.2 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 23 596 0 15 389 0 31 804 0 7 168 0 (Note: room b 20G 2.3 1.0 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 0.01 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 o.o o.o 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 22.4 7.2 97 2173 698 48 10751 346 39 874 281 181 403 130 13 Subtotal loss=6+8..+11+12 •"' 69N •••' •••• 2794 "••• •••• 4282 "•• •••• 1467 •'•• Less external heating ••'• 0 •••• •••• 0 •••• •••• 0 ""' •••• 0 •.•• Less transfer '•" 0 •••. ...• 0 •... ..« 0 »« ,•» 0 ••,• 14 Duct loss 10 ° 690 "'•• 10 O/C 279 •'« 10°/ 428 ••'• 10 ° 147 '•'• 15 Total loss = 13+14 •••• 7594 •"' •••• 3074 "•• - 4710 •••• •». 1614 '••" 16 Int. gains: People ® 300 1 •'•' 300 0 •'•• 0 0 •'•• 0 0 •'•• 0 Appl. @ 1200 0 .... 0 0 '••• 0 0 •"' ' 0 0* 0 17 Subtot RSH gain=7+8..+12+16 •••• •'•" 6521 •••• •••• 1180 ••« '•'• 2922 •••• •••• 1198 Less external cooling "'• •••, 0 "'• ••« 0 '•" »» 0 •••• ,••, 0 Less transfer •••• ,•,• 0 •••, ••« 0 .•.. «•• 0 •••• •••, 0 18 Duct gain 10°/ "" 652 10°/ ••'• 118 10°' •••' 292 10% "" 120 19 Total RSH gain=(17+18)'PLF 1.00 '"'" 7173 1.00 ••••123 1298 1.00 '•'• 3214 1.00 •"• 1317 20 Air required (cfm) • •• 303 345 ••'• 62 ...• 1881 155 '•" 1 64 63 certified by ACCA to meet a ,I-- wrsghtsoR RlghtSuiteResiderdialTM5.0.64RSR26016 AM E:\Files\DR HORTON 2002\3380\3380REVD.rsr of Manual J 7th Ed. 2002-Feb-28 1 3' Oath duct II to r*a c I.cd p .//on le" l.cd IE" I 111 170 mxio IWCD 1D111a IWCD In1t00 �pj� A0011 In i iJrBs r-r moil � as s, i Y I Y • E, 10.6I1.[dx4 I55 0 - 91 uar1,1 r- Yl 1 11 a 1 li.f. Ap r m � It33on ./yk. l240v lol+� r-1 plats �q tldr drys .nu /.p arm: : GfAGE ww Q& r.+• as al l.al 1.' 1' c .q 42%42 A/C SLAB BY %BR KIN 2' FROM WALL 42Y42 A/C SLAB BY BLDR KIN ? FROM WALL Rating Must have a ni� clearance of 4 inches oround the air haryiler per the State Energy code. All oluct has an r=6 insulation value. ..J zz il N -J w^^, E-S t1 to V � � S m1� cU 0 w OO HN Q p N z 0 i- Of o 0 p � o OD �O U Qf(1) oN or N m w > z �z Li -:z: O J O D Q w- mEL.JEn00 I — I 3' 6•th d,.ct 3' t th duct e' WtM duct cop TOfroof Cap p /fen-I:pht e> vad av O 9.• . d / 00l8 damns �t � l.rd 4 ' • 1. 30.6 I. d 1 8x�l.cd SS 1 10.6 1.cd / 1 Iv 46 I 1 `1 ! 1.. 8. 1 20.6 I.cd 1 w • -- + 1 1 g i I---------- :, t ) r .•. 40 rip 14.14 rip Ip. 12' 18.19 rip / M >Qreufc �, t2. �+' as N 6• Y tCN 6• r, IO.�t.cd r•g g S11V4-14 � 1 - Lcd �' • WWCWk 11 1 •aae.se W.W —aJ y r v. 6' t0. W /••diN 110 I 34 ton ./51.. e24Ov 1p+ 18.13 pen a' 0n./ CrpPT. pl•tforn by etdr 12x6 I.cd ISO GIW 1 12.6 �.cd rs ad. ahu C � I I � Rating Must have a g it cteoronce of a inches around the air hondfer per the State Energy code. All duct has an r=6 insulotion value. Z C3 CD CD OD U (') pN o } N m w > z o z o F a O J O O a ff mcL J(n00 ENGINEERING PACKAGE .)Ak BUILDER: PROJECT: MODELBUILDING: Gor iz-3 REVISION DATE: .-Ho a- 'xH NEW LOAD: 12J�O I ZZ3-z�q 3 IA� 9,5Y2 CARPENTER CONTRACTORS OF AMERICA,INC. 3900 AVENUE G. N.W. p WINTER HAVEN, FLORIDA 33880 �� PH (800) 959-8806 FAX (941) 294-7934 � p� Davin Norris E.ngineenrtg En.• cring and Pr . • Services Residential • ComrAer W Piarm & Exv. - kwpeatiens - Pwudttirrg ' Specializing in Church Desigm 112 Cokmm RoaaL U;mter Haven, FL 33980 Phone; (941) 299-I048 Pegw (9,4I) 965-6956 Fax; (941) 29I-4305 TO WHOM IT MAY CONCERV : This letter is intended to address the issue Of deeflectian in roof trusses. As an unavoidable fact of physics, roof trusses area • a1lowgd to deflect up to a speoified amount, while still meeting deflection criteria requirements. Although many factors c=tribu•te to the amount of deflection in a specific truss design, the difference in deflection amounts of trua:nes adjoining differartt design conditions may pose ati aersthij c problem in the ceiling and/or roof plane. One procedure that may minimize the appearance of noticed- ile deflection difference would he the installation of 1/2 TH-K . x 1. 6" high APA CDX (or O•SIB) strongba•cks staggered throughout the .area of concern, prior to applying any dead load. The plywood. s•trongbacks should be nailed to each truss with (B) 10d nails stacked throughout the 16" height of the stongback. In lieu. af• plywood str®ngbwaks, 2 x B . #2 southern Fine strongbatcies raay be used or 2 x8 #3 S . P . with no knots or imperfections in the bottom surface. The 2 x B strongt;acks --should be nailed to. each .truss with (3) 1 6d nails into each truss. Either choic.e of stroaghacks should tie the trusses together and provide' a more uniform deflection in the. area of transition. The strongba<ck bracing matsriaa.l is in addition to any permanent building) bracing specified. by building designer and/or truss m&nufactureer, and will not adversely affect the performance of the roof trusses in any way. if you have any question, pleas -se feel free to contact Bob Michaelis at Carpenter Contractors of America, Inc. (613) 294- 6449. Sincerely, I*G s• llo.a�li• �C+ � '. Zxvid R. 9-orris; P.E. 3.21 & 6c November 16, 2001 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: • 100 mph fastest -mile wind speed • Residential construction • Enclosed building do meet the wind loading requirements of the Florida Building Code for: • 120 mph 3-second gust wind speed • Residential construction • Enclosed building (landward of the wind-borne debris region) • Exposure B If you have any questions or if I can be of further assistance, please call me. Sinc e 11-16-01 Walter P. Finn, PE Senior Chief Engineer WA43 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 - (863)422-8685 - (800)755-6001 This Is A Dangerous Condition /--- Sluamfnp I / TO PRL'VL•'NT 'fIIIS FAILURE, ANCHOR w�`andal!M"b`� OR RESTRAIN THE buckling. LATERAL, BRACINGI Cunnbnsous lateselbracing METHOD SHOWN AT msinidne spacing, but �USE (2J ® & ®, OR ANOTHER permltsIsgualbuckling STRUCTURALLY SOUND of an wera at the baness IMtkne. ns. METHOD SPECIFIED BY PROFESSIONAL ENGINEER — setting for trusses OR ARCHITECT. 2 ANCHORAGE BY BUILDING DESIGNER (Other anchorage provisions for other types of walls). ,-- stwattring iorsgs (by building nerI Into solid and -restrains lateral ng, 11weeby prevensingt truckling. sinuous lateral bracing. Canp»salon web camlug 3Q DOB DIAGONAL BRACE: �STRAINT WITHIN THE UNIT (3A & 38) -S-Diagonal brace may traverse more than 2 truseei, daponding on truss height. Sheathing ANCHORAGE OR RESTRAINT OF LATERAL BRACING The drawing below shows how to restrain the CL.B (MMi) needed in trusses (drwg. shows EXAMPLE TRUSSES as SCISSORS STYLE) when the adjacent trusses have a Va different configuration (FINK shown here.) The DiagonaI Brace (DER) members are 2x4's (•. E. ) , the ends of which are attached to TOP & BOTTOM chords. The diagonal brace to be attached to one face of web member_ Rt 3 B mm EXAMPLE TRUSSES (SCISSORS STYLE) — corepressioa cob -sloping or vertical, or web nesdiaq bracing. Continuous lateral brace w 2u4 13 or Staid grade \ Diagonal brace named to opposite side of vela prevents lateral moverttent and should lw repeated of awe aimately 20 lout Intervals. - Attach with (2)-16d &ails at each and to chords and to side of web or continuous lateral brace. Alpine standard drawing 137 shows various types of anchorage or restraints for continuous lateral bracing. Among them is a case where the web lateral bracing is anchored by a diagonal brace at 45 degrees from a horizontal plant. A 5 degree deviation is stnxtmally acceptable. if the deviation is greater than 5 dcgrees, a second diagonal brace shall be provided such as to make an "x The CLB as well as both ends of this diagonal brace shall be anchored with 2- 16d common nails. R2 Ri.A CiR 342101 R) ve Rev 2-20-2001 �WANr STYLE 0.7ACT TRUSSES TRUSSES r� t= REF o r= r� o �t fi f? F GATE 10/06/94 o t� o o �Y � 0 0 0 0 *� `�'.* oRw 137 A ALPIN o � FL G WLB- 0 0 l7. gjATE o TRUSScs bNA o t=3 c o C=3 t= ALPINE ALPINEENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941). 422-8685 November 18, 1997 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33980-6201 Re: Number of Nails Increased by 20% Dear Dave, As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128" x 3.0" nails for 16d common nails, increase the number of nails by 20%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. The following table lists appropriate nail spacings for the connection of girder plies. SPACING OF 16D COMMON NAILS SPECIFIED IN DESIGN 2" O.C. 3 4 5 6 7 8 9 10 11 12 j 13 1� 14 V p 15 16 Please note that 2-ply girders need to be nailed from one face only. SPACING OF 0.128" X 3.0" PNEUMATIC NAILS 1.7" O.C. 2.5 3.3 4.2 5.0 5.8 6.7 7.5 8.3 9.2 10.0 _10.8 11.7� 12.5/ 13.3 Note: The nail spacing of 4" o.c. for web bracing to be the same for 16d common nails and for 0.128" x 3.0" pneumatic nails. t Sincerely, ALPINZE VEERED PRODUCTS, INC. Wdtfei'P. Finn, P.E. Senior Chief Engineer Job: Csticked Neb Reoaii Oetail R2 THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH OAMAGEO WEBS OF 2X4 SIZE AND f3 $0. PINE GRADE. IN ADDITION. A MAXIMUM OF 1 CRACK PER WEB AND2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT DO NOT•COMPLY WITH THIS DETAIL. (B) DAMAGED AREA. 0' MIN. to 12" MAX. LENGTH OF CRACK IN WEB. (S) _ (2) —2X4 50. 'PINE - #3 SCABS. MINIMUM LENGTH OF SCAB MUST HE THE GAEATEA OF: 1. 68" + LENGTH OF ❑A14AGEO AREA (0). MINIMUM OF 34' ON BOTH SIDES'OF.THE ❑A14AGEO AREA or 2. 00% 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 AND DIAGONAL WEBS. THE DETAIL DOES NOT SHOW A VERTICAL WEB ONLY TO KEEP THE DETAIL EASIER TO READ. ' (I0d NAILS: DOUBLE ROM. STA66ERE0) + - BACK FACE 1- '" ° 6• -I 0 - FRONT FACE p TrrAi+u 2` T +To + O O+ o+ O+ 3iC2` O '.4- O + O t O + O + O * NAIL SPACING DETAIL R2 Revised CLR 3/22/200T ------------------------ o a= ea o o C= iEmlMPORTANTI(m=ua Ew:= vffaauucs- uu. -WARNING""' fB°"'"e racmEUE cAaE 7C LL - PSF. CRACKED WEB OETAI O '= O O stAu- wo'c se ilEy l6id-E fUP WY lu IWRA1� B1�n�N lUO p WVIATIOw FAGN WEE oE4 24 as R OSE..YPfsfFl!'1yt— as AIN 001". SM NIB-°' 9Y Wl- sff "s aesca� jy ... ��TC DL — PSF' .DATE 09/02 94 0 0 o r- FARaa6 ra � TM 74 M Ii1 CatT�7uj" wtn! a9Tas BY WE. FOR AoaATId"L 6VMfi- CONAMIT MAC11AB ai SIFI •' 3�.'� G9j:•y 4 0 0 0 _ AArne cP mcnr ue uAm o� 2a oALV. °taeL �erawc ASTN. auaneeas. uacns ot+Tawaae aarIc"m, Up >G N F ; BC OL — PSF ORW HC25094073 .O O .�� CS C=.. AUs sat ° DWEPT As w°Tift- APP'1 T cwoea=u Ta KUM IAM OF *W* %WA. W LATeuaLY BWCE0 UATN PAOPE° — -- tpp BC LL �' • 'P5F FL ENG " CL ALPIN TWM Am"u m amewrase LWATM all W" °Fauai "POan[aN LY AntedFL Piii'aoa siEATHAII� e°Taau [lIAiQ FD ¢ 0 o coom m PHA muumas t3°. Ass o caaa E. amww wrw+euw°s wrnr PuroaiLv ATrAa® aacm cEa' u�c — sEs O• STATE OF TOT . LO . PSI` TRUSS o an I�iuRs mac a�Te OF MS 9 WE. a��et�c $ ra Ii+u� icin UM FA A*C" a c�ss;2l?a_�°�''• 17 r IN CWT. me MALL Not at FMIED wm in uffY Out% NLY. i mifilI IQ ft mm OW-1 (ti cwnftglm. -- cZj--.c 0 - fE3 M O .O s--TVT -Tabs Fc� If5r7r'rtE Nos - La°I NATId61L ogre' - C1obiAlcT1a" SPACING 24 . ()' "J . a (J1,A13 UTt ULIAIL - JWL, % ) TRUSSES BUILT PER THIS DETAIL DESIGNED TO BE USED FOR THE FOLLOWING: UP TO 140 MPH MAX WINO, 30.0 FT MEAN HGT, ASCE 7-98. ENC. OR PART. ENC BLDG. LOCATED ANYWHERE IN ROOF, CAT If. EXP B OR C. WIND TCOL=5.0 PSF, WIND BCOL-5.0 PSF. ATTACH ONE SCAB TO FACE Of TRUSS WITH 0.128'X3' GUN NAILS AT 2' D.C. STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE SIZE AND HATCH OR EXCEED THE GRADE AS SPECIFIED ON THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 2001 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 DI'; 50 PSF@1.25 DF: 37 PSF@1.25 OF Inu Una rALr—U 1— ---- U La. 1I a-v—a ..�..+...,.+, — "'--• -- 2-0-0 OH MAX I L 1 I I I I 2L MINIMUM 1` II 1 0q, PLT TYP. Wave TPI-95 Design Criteria: TPI STD OTY1 ALPINE "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, UANDLTN6. SNIPPING. INSTALLING AND BRACING. REFER TO MIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI _(TRUSS -PLATE I RSTi TOTE. 583 D'ONOFRIO Oil., SUITE 200. MADISON,. NE 53719). FORSAFETYPRACTICES PRIOR TO PERFOAMIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TM CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD._SUALL NAIVE A PROPERLY A71ACHED R161D CEILING. ..IMPORTANT" -6024I1111 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -PRODUCTS, 1NC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 8NIL0 THE TRUSSES IN CONFORMANCE WITH TP1; ON FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRNSSE S. THIS OES16tl CONFORMS WITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND III. ALPINE CONNECTORS ARE MADE OF 206A ASTM A663 GA40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '(FR P IF) ��fC'' �,, No. •,� ,��y y1 i / i - J7O.; STATE T C L L 30.0 PSF T C D L 7.0 PSF BC B C D L 10.0 PSF BC L L 0.0 PSF TOT.LD. ++47.0 PSF R E F R 08 1 - - 0 DATE 1 1 / 0 6 / 0 1 DR W HCUSR081 01310276 H C - E NG / JWC SEQN - 24952 DUR . FAC. 1.33 Alpine. g111=cd PTOducm,Im DRAWINGS 160 A-1. THE SEAL ON TW15 DRAWING IROICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGpTOr.%� RESPONSIBILITY SOLELY TOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE DF THIS Y/QAyAIL SPACING 24. D M Flames C*, FL 33944 FLCerlif"teDFAudwizadall$567 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSIITPI 1-1995 SECTION 2. CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: 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 2X6 2-2X4(*) M 1 ROW 2X6 1-2X8 2X6 2 ROWS 2X6 2-2X6(*) 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. ALPINE ALPItIE EWMESED PRODUCTS, MC. POMPANO BEACH, MONDA eras THE BUILriMH BEsm Ex, rex AmLf # r[ 1-1r3 Z-M l M % e T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NABS AT 6' O.C. BRACE IS A MINIMUM[ 802 OF WEB . MEM®ER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAIIS AT 6" O.C. BRACE IS A MINIMUM 80W OF WEB MEMBER LENGTH T-BRACE OR L-BRACE SCAB THIS DRAWING REPLACES DRAWING 579,640 TC LL PSF REF CLB SUBST. TC DL PSF DATE 06/25/99 BC DL PSI?DRWG BRCLBSUB0699 BC LL PSr -ENG MM/KAR TOT. I.D. PSF DUR. FAC. SPACING CONVENTIONAL FRAMED VALLEY DETAII THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. [HIS DETAIL IS VALID WHEN USED IN CONJUNCTION WITH ALPINE DESIGNED TRUSSES ONLY. + 2X6 SP #2 RIDGE BOARD. ++ 2X6 SP #2 RAFTER +++ 2X4 SP #3 CRIPPLE NOTE: FOR CRIPPLES LESS THAN 75' IN LENGTH, NO BRACE REQUIRED. FOR MPPLES LE55 THAN 96' BUT GREATER THAN 75' IN LENGTH, 2X4 'T' BRACE OR SCAB BRACE REQUIRED. SP 13. FULL LENGTH, FASTEN WITH 160 NAILS @ 4' OC DR GUN NAILS 0 3' OC. MAXIMUM CRIPPLE LENGTH IS 96' CONNECT RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2-16D NAILS OR 3 GUN NAILS. 2IRIDGEB3 3-16D TOENAILS OR 4 GUN NAILS CONNECT 2X6 RAFTER TO RIDGE BOARD WITH 3-16D NAILS OR 4 GUN NAILS \�5707 (TYP) TRUSSES BELOW @ 24' OC. MAX CRIPPLE SPACING —4-6-0--� 3-16D NAILS OR 4 GUN NAILS (TYP) 2-160 NAILS' OR 3 GUN NAILS (TYP) NOTE: EDGE DISTANCES, ENO DISTANCES AND SPACING FOR ALL NAIL CONNECTIONS MUST BE SUFFICIENT TO PREVENT SPLITTING Of THE WOOD. ALL CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARD (GRAVITY) AND UPLIFT (WIND) LOADS. (STRAPPING NOT REQUIRED) NOTE: USE 0.128'X3' GUN NAILS WHERE SPECIFIED. *** 4X2 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS NOT SUPPORTED DIRECTLY BY A TRUSS BELOW. CONNECT TO DECKING WITH 80 OR GUN NAILS @ 2' OC. •* HORIZONTAL CUT MAY BE SQUARE CUT OR REVEL CUT TO MATCH TOP CHORD PITCH * BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0- OC. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-160 OR 5 GUN NAILS. 140 MPH WIND, 15.0 FT MEAN HGT, ASCE 7-98. PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP. B. WIND TCOI-5.0 PSF, WIND BCOL-5.0 PSF. or 140 MPH WIND, 15.0 FT MEAN HGT, ASCE 7-98. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP. C, WINO TCOL-5.0 PSF, WIND BCDL-S.O PSF. 3-16D NAILS W®7"12(5.5"@45) rr,v KB C� PLT TYP. Wave TPI-95 Design Criteria: TPt STD QTY:1 �-� ALPINE Alpine Englneaed ProdllctB,Inc, Ilames City, FL 33844 FLCertlficateofAutho ,=056% '`WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACIY6. pEFER TO NIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SS3 0'0NOfR1O DR., SUITE 200. MADISON. WT S3719). FOR SAFETY PRACTICES PRIOR TO Pelf DOMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `IMPORTANT"HELS. FURNISHOM CHORD A COPY OfHALL THISHAVE A DESIGNPTOPTHEY ATTACHED INSTALLATIONGID CEILING. CONTRACTOR. ALPINE ENGINEERED PROBUCTS. +NC. SHALL NOT.. Of RESPONSIBLE I" ANY OEV-IATION-FROM THIS OESIGN: ANY. .. fAILURE. T0. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: ON FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 905 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICA* FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAIZE Of EOGA ASIR 4663 6440 GALV. STEEL, EXCEPT AS NOTED. "PLY CONNECTORS TO EACB FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORRECTORS PER REESPONSIBILITY SOLELYTHE FORSEAL ON IME TRUSSIs DRAWING CO PONENT DESIGNTSHOWNCEPTANCE Of THE SUITABILITYDNAL ASO USEIOf THUS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI(TPI 1-199S SECTION 2. � � F1 a P.F'n ... � �TF `SAY Z 4; 9�, �rTA OP�ii' �d`�'�� 51044P� TIC L L 16 .0 PSF T C D LSTRUCTURAL 1 5 . 0 PSF B C D L 0 . 0 PSF B C L L 0.0 PSF TOT.LD. 31.0 PSF REF R 0 8 1 - -0 DATE 1 1 0 6 0 1 D R W HCUSR081 01310021 H C - E N G / JWC SEQN - 24891 D UR . F A C . 1.25 SPACING 24.00 JOO: SrtUtllm Ur 1w1L RECOMMENDED SHORING DETAIL r--1 �2do&v 15000 CAPACITY POSTS @ 4'0" O.C. SUBFLOOR—UNDERLAYMENT o co 0 0 0 0 a o 0 0 0 0 0 0 00 �ALPINE�- 0 0 a TRUSS a 0 0 0 0 0 0 0 (2) —2X6 HEADER POSTS @ 4'0" O.C. NOTE: IF PALLETS OF CONSTRUCTION MATERIAL WEIGHING MORE THAN 500s ARE TO BE PLACED ON FLOOR TRUSSES. SHORING IS REQUIRED. * CONCENTRATED LOAD DUE TO UPPER FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0" CLEARANCE ON ALL SIDES OF A PALLET. MAXIMUM WEIGHT PER PALLET IS 20000. LOAD MUST BE SPREAD OVER AT LEAST 2-TRUSSES. NOTE: SEE APPROPRIATE ALPINE DRAWING FOR LUMBER. PLATES AND OTHER DATA NOT SHOWN HERE. HuildinMaterial Wts. NOTE: SHORING MATERIAL AND LABOR TO INSTALL AND TO REMOVE THIS 1/21r gypsum bd. = 2.2 psf / 1/2" layer MATERIAL IS TO BE SUPPLIED 5/86 1 gypsum bd. = 2.8 psi/ 5/8" layer BY THE CONTRACTOR. R1 8" conc. block = 60 psf / 8" layer masonry brick = 38 psf / 4" layer 2 _ 0— 0 �- 4— 0— 0 -� MINIMUM CLEAR SPAN x 2000# 4X4 OR (2)—2X4X4' 0" UNDER TRUSSES WHEN SHORING IS REQUIRED. Recommended Shoring Detail 91 Af REV. 7/2.7199 SCALE = NONE REF DETAIL DATE 05/02/96 ORW HC12396074 ; FC-ENG AP 1 j LES - 140 MPH, EXP B PART ENC. OR EXP C ENC. THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HFR. 140 MPH WIND, 30.0 fT MEAN MGT. ASCE 7-98, ENC. BLDG. LOCATED ANYWHERE IN ROOF, CAT 11. EXP C. WIND TCOL65.0 PSF. WIND BCOL-5.0 PSF. OR 140 MPH WIND, 30.0 FT MEAN MGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT It, EXP 8, WINO TCOL-5.0 PSF, WINO BCOL-5.0 PSF. + FOR VERTICAL WEBS LESS THAN 4.0': W1X4 FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6': W2X4. FOR VERTICAL WEBS GREATER THAN 11'6': W2.5X4. * SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. ** 2X4 OR GREATER CHORDS. DROP GABLE WILL SUPPORT 4'0' OUTLOOKERS WITH 2'0' OVERHANG (DROP HEEL GABLE) SPACED 24' O.C., OR THE LOAD FROM 12' PLYWOOD OVERHANG (NOMINAL HEEL GABLE). THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WINO LOAD INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY Of THE BUILDING DESIGNER. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. blGC e IGt ALT. GABLE SHAPES: BRACING DEFINITIONS: NOTE: "END ZONE' EXISTS 18- AT BOTH ENDS Of VERTICAL WEB. (A) (1) 2X4 SP #3 'L' BRACE. ATTACH WITH 0.128'X3- NAILS @ 2' OC. IN END ZONES: 4' OC. BETWEEN ZONES. (0) (2) 2X4 SP #3 'L' BRACES. ATTACH EACH WITH 0.128'X3' NAILS @ 3' OC. IN ENO ZONES: 6' OC. BETWEEN ZONES. (C) (1) 2X6 SP $2 N "L- BRACE. ATTACH WITH 0.128'X3' NAILS @ 2' OC. IN END ZONES: 4' OC. BETWEEN ZONES. (0) (2) 2X6 SP /2 N 'L- BRACES. ATTACH EACH WITH 0.128'X3' NAILS @ 3' OC. IN END ZONES: 6' OC. BETWEEN ZONES. STUD SPACING / BRACING TABLE: 2X4 SP ¢3 DEFLEC- (1) 2X4 2) 2X4 ( ) 2X6 (2 2X6 STUD TION NO 'L' BRACE L' BRACE BRACE 'L BRACE SPACING CRITERIA BRACE TYPE (A) IYPE (B) YPE (C) T PE (0) 24' 1/360 1' S' 4' 7' 5' 8" 7' 9' 9' 24' L/180 2' 2' 4'10' 1' 1' 7' 9' 1 6- 16' L/360 1'10" 5' S' 6' 9" 9' 4' 1 5" 16' L/180 2' 8" 6' 3' 8110'' 1' 0" 1 6' 12' L/360 2' 2' 6' 1' 7' 7' 0' 5' 1 6' 12' L/180 3' 1' 7' S' 9111' 2' 6' 1 6' OVERHANG DETAIL i-F LADDER W/ STEPS @ 24" OC. TRUSSES @ 24" O.C. 1-0 + (TYP) FASCIA MAX FASASCIAA Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD '*WARN ING" TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO His 91 (HANDLING INSTALLING ANT) BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 O'OROFRIO DR., SUITE Y00, NADISON, NI 53119), .FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTNE0.NISE INDICATED, TOP C. StlAll NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACKED RIGIO CEILING. " IMP.ORTANT".. FURNISN_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 70 BNILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUsIISN(O BF THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTN A6S3 GR40 GALV. STEEL. EICEPT AS BOTEO. APPLY CONNECTORS TO EACH fACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine Eagmeaed Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS ITahmes City, FL 33844 COMPONENT FOR All PARTICULAR BUILDING IS IRE RESPONSIBILITY Of THE BUILDING DESIGNER, PER F1 Certificate ofAndwritauDD 8 567 ANSI/TPI 1 1995 SECTION Z. REFER TO TABLE FOR BRACING REQUIREMENTS. Over Continuous Support 19.5c QTY:1 HI/1 TC LL PSF TC DL PSF 8C OL -- PSF BC LL PSF TOT.LD. 60.0 PSF DUR.FAC. 1.25 SPACING 24.0N U-200 PLF Scale a.375"/Ft. REF R081--0 DATE 11/02/01 D R W HCUSR081 01306236 HC-ENG /JWC SEON - 24860 (I / SCISSOR JACK DETAIL NHLb UHb. rH[rAnCU rnun TOP CHORD 2x4 OR 2X6 SP #2 N BOT CHORD 2x4 SP #2 N NOTE: FOR 1'0" AND-3'0- JACK ALL LUMBER -MAY BE /3 SO. PINE. R 7 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ALTERNATE LOADING: TC LL 20.00 PSF TC DL 20.00 PSF BC OL 10.00 PSF TOT. LO. 50.00 PSF OUR FAG 1 25 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT, (LB): 610 350 200 R1 BRG.LOC (FT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 110.00 MPH WIND. 20.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING (SBC). * NOTE: MAINTAIN A PITCH DIFFERENCE OF 2 BETWEEN TOP AND BOTTOM CHORD, i.e. 8/12 TOP CHORD. 6/12 - BOTTOM CHORD. SPACING 24.0' R3 NOTE. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ASCE 7-93 UPLIFT (LB): 610 350 200 BRG.LOC (FT): 0.00 7.00 7.00 R4 TRUSS DESIGNED FOR 110 MPH WIND, 30.00 FT MEAN HEIGHT, RESIDENTIAL BUILDING TYPE, i MILES FROM OCEAN LINE. CLOSED BUILDING, EXPOSURE C. WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM)-. 4'3 ___L_ m #' 4 .0 THRU 8.0 3X4 (A 1 11 * 2.0 THRU 12 1. 6.0 SMALLER SPANS MAY BE USED WITH THIS DESIGN. R=2579 M=1.5- + PROVIDE W -i6D TOENAILS OR (3)-160 (0.128"X3.0') GUN NAILS AT TOP CHORD WITHOUT SPLITTING LUMBER. R6 ++PROVIDE (F) -150 T&NAILS OR (2) -i6D (0.128"X3.0') GUN NAILS AT BOTTOM CHORD, WITHOUT SPLITTING LUMBER. R6 R=75#' W=1.5" ++ J7r, I ul l l C35 e' C�31 ALiEM?Ni'1 JPL1rI- t` CON01T1ON (F1E) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 41Q# 20o*k 2004# BRG LOC: 0.0 7.0 -7. 0 UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD. WIND SPEED= 100MPH. MEAN HEIGHT=I5 FT. ENCLOSED. (SBC) I_ UP'r0 7. _I (R21REV.JW 10131% OVER 3 SUPPORTS R- 783 # W-3' B 93 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED UPLIFT : 28o * Z,o" Zao * BRGLOC: ONO. 7'a. '700" UPLIFT BASED ON 9 PSF TOTAL DEAD LOAD. WT SPEED= JGO MPH. MEAN HEIGHT=15.0 FT. ENCLOSED. SBC) - AI OTAIF TPI-95 R7 V gEu.'i-20-ol. R AP v. SJ/a�gB RBI AP NEW 7%44%� 13 fv. tot "IT114 (l R1 REV fcfE "/'Of Seq: 14174 OnU 47 7; RCA) F 0.50( O O O E= O O Ct Q OATRUSS OIN O CM O p O O * IMPORTANT*wLPtHE ENGIEEREU TS. IHC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONFROMTHISDESIGNORTHESESPECIFICATIONS,OR ANY FAILURE TO BUILD THE TRUSS IN COFFOA140" WITH RSTBB BY TPI. ALPINE COIgECTORS APE HAOE OF 20BA GALV. STEEL MEETING ASTN A446 GR B EXCEPT AS NOTED. APPLY cORWECTOR5 TO EACH FACE OF .IF1ltS5.AHD.3WYESS atHER11SE LOCATED. aN THIS. OESIGK POSITION UplytORG. PEA ORAYTHiS 330, i5O t 1GOa-F. DESIGN StUDAH04 CONFOitN W/APPLICABLE PROVISIONS OF HOS S TPI. AH EHGIfEER*5 SEAL ON THIS DA WTNS APPLIES TD THE COHPOENT DEPICTED HERE ONLY, 06140 SHALL MT BE RELIED UPON IN AM OTHER WAY. ...: I.., - , n - I_TlmN m¢ . ICOI HATTNDNAI nF%IGN CARE WARNINGi'NKSEB rEDUIRE E SECTION IN fIAIOLIIIO. ERECTION AM BRACING. SEE HIS-9/ BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PEIdwasT BRACING RE WIpENElNTS. 1W1E55 OTHERWISE UO[CATEO, TOPBC N:NIa+O SHALL BE LATERALLY BRACEU OTTH PROPER LYATTACEDPLYNOOD SEATWHO. Bl1TilW CHORD WtTN PROPERLY ATTACdEO RIGID IEILIN6 -- SEEA��TOT.Ld..'i1"R55PSF ALPINE TECMIICAL UPDATE I7/l/011 FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OF THIS DESIGN TD THE TRUSS ERECTION TAWNTRACTOR. SPECIFILATIOH FOR ROOD CON51MLIION .. „.. _._ '(ER P. '(1FI'�. t:Ii0O �CO ry� m GGUU 7/W/y T�+VY� JSVT ,Q+.---OUR.FAC. 87aiYAL� ....:. TC LL R3 3O PSF TC OL7 oR 15 PSF dl �O'0 PSF �, LL 0 0 PSFHC REF OATS 06/16/94 dRW'IG89�018 -ENG 1.33 N SPACING 24 e I .lick, Y THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONSI SUBMITTED 8Y TRUSS MFR. 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. ASCE 7-98. 30.00 FT MEAN HGT, LOCATED ANYWHERE IN ROOF, CAT It. WIND TCDL-5.0 PSF, WINO BCDLm5.0 PSF.(SEE TABLE) JACKS UP TO AND INCLUDING 4'0" MAY BE CANTILVERED 8'. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. ** (3)160 COMMON OR (3)0.128`x3' GUN NAILS,TOENAILED. MAX MAX BLDG LOADING REACTIONS * (2)160 COMMON OR (2)0.128'x3" GUN NAILS,TOENAILED. SPAN MPH EXP R1/U1 8'0" 120 2 a,b 5941280 7'6" 130 1,3 b,c 632/550 7'0" 140 1.3 b,c 607/640 ' 1—CLOSED BUILDING, EXP C ' /lX 2—CLOSED BUILDING, EXP 8 TRUSS . SPAN - (SEE TABLE) R—R1 U—U1 W-3.5' (SEE TABLE) ** 3—PARTIALLY ENCLOSED BUILDING, EXP B TOLL/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 ■" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.52a QTY:I HI 1 - - - - Scale =.375 t. ALPINE AmEn wmftch'111C. HsID[S City, FL 339" FLCati6ctedAudxwjzatimB567 "8 MARNIN6^ TRUSSES REQUIRE EXTREME CARE IN FAORICATION, HANDLING, SNIPPING, INSTALLING -AND BRACING. REFER TO RIB-91 (HANDLING INSTALL]" ASO BRACING). PUBLISHED BY TPI (TRUSS PLATE IR3T lTNTf, 683 O'ONOFR IO M., SUITE 200. NAOISO1, YI 53719), FOR SAFfTI PRACTICES PRIOR TO PERfOAMtN6 THESE FUNCTIONS. UNLESS OTHELISE INOICATEO, TOP CMORO SMALL NAPE PROPERLY ATTACNEO STRUCTURAL PANELS, BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT•- FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOIL ANY DEVIATION PRO* THIS DESIGN: ANT FAILURE TOYp BUILD THE TRUSSES It CONFORMANCE WIN TPI: IR.... FABRICATING, NAIBLING,"SNTPPIIG, FOSTALLIN6.. AND....._B BRACING Of TRUSSES. THIS DESIGN CONfONRS NIT# APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPICE ,ICATION PUBLISHED Of THE ANENICAN FOREST ASO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS Alf MACE Of 2064 ASTM A663 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO EACI WE Of T11155, AND UNLESS OTBENIISE LOCATED 011 TOTS DESIGN, POSITION CONNECTORS PER EIKE SEAT ONIBIS ORAIIINGINDICATES CEfTARSOENGJB(fkloG RSPGSIBILITY SOLELY THE TRBSSCOMPONENT DESIGN E UITABILITYAND USEOFTHIS COMPONENT FOR ANY PARTICULAR BNILOING 15 THE RESPONSIBILITY Of IHE BOILOIN6 0E516Nf R, PER ARSI/TPI 1.1996 SECTION 2. •-�'w -- '(EftP EB �J b(� W SQL sum of f -'A/(lAoYA1r10h , a � - T C L L PSF S E E TC DL ABOVE PSF BC DL TABLE PSF C LL..., PSF TOT. L 0 . PSF REF R 08 1 - - 0 DATE 12/03/01 DRW HCUSR081 01339110 HC - ENC7...../ INC S E Q N - 10579 Q UR . FA C , FROM MD C SPACING 9 A.N D C SPACING IIIU LY L LA �X4 l�J p�"E (H)PJACK DETAIL - TYPICAL HIPJACK/KINGJACK) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP Q2 N WEBS 2x4 SP #3 SBC UPLIFT CHART MEAN HEIGHT WIND SPEED DEAD LOAD LOCATION 0.0' 9.83' 30 100 10 3201i 3701 30 100 15 250A 270 30 110 10 480# 540#_ 30 110 1 .3301 3909 ENCLOSED BUILDING, 30' MEAN HEIGHT MAX. AS -93 UPLIFT CHAR MEAN HEIGHT WIND SPEED DEAD LOAD LOCATION 0.0' 9.83' [--600 30 110 10 6001_ ENCLOSED BUILDING. 1-1.05, EXP. — C III IS OWG Pill PAR Iit IN011 CIIM)'llIfR INPIfI (IAAIIS 6 D I fit HSI (INS) SIIOHIIIfit NY IROSS HfO. HIPJACK SUPPORTS 7- 0. 0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 'r IN LIEU OF BEARING WALL. PROVIDE 3-16D TOENAILS OR PROVIDE A HANGER ON BOTTOM CHORD FOR 619j. R1 W3X4(A1) - -• TOP NAIL BEARING �A-J 9 BOTT014 NAIL BEARING ALTERNATE BEARING WALL L---2-9-15—Ij 9-10-1 _1 R-696 W-2.00" MINIMUM R-619# W-2.00" MINIMUM RI AP 11/18/99 Scale —.375" F-e PLT TYP. Wave TPI-95 Design Criteria: TP[ STD 19.Oa9 FL 10 3 - R •'WARM I. MG' -" IAOSSIS 410019I 1/11180, CAM 10 (AQ1CAlION. NANDI ING. Srlr►ING. INS1Alt I116 AND T C L L 30 OR 20 P S F REF R 0 8 1-- 4 0 9 6 0 IINACIN6. AIIlo lO Milt 41 (MAYDIIrG IYSIAIIJ16 AND YNACIY6). rONl I101D NY let (IYUSS YIAII I MS11t41R. 6k3 O'UNUIUO ON— SNIT[ r00, mAOISO11. OI $11191. f0A SAf(II fNACIIC[s rAl6A to Eqp TC DL 1�5 OR 20 PSF DATE 03/11/99 I1AI ONNIY6 IMI SI /OACl1ONS. UYI/SS OItlINSIS[ (YOICAI(0. IO► CNOlD Sr All MA/l ►AO►I AtI AIIACrtO II �St.....y S IN UC at 1AYltS. Bottom CNOND SMAII OANI A MO/l All AtlAtrtO A161D C!l1 IY6. •/NmOWGISANI'- ilatistto11111 101YIA110111r110mNIN1510[S16Y AIFINlANI 1 j1Flt�^,''�;[jy ,kJ E+,,. _.8C DL__.. __.10 PSF QRW ucuSkoBt 990I61101 SNAl1IY0IAY(O11S►OYSIII[QI016NAIQ r 10 Avila 1N( laussts IN COYI6ANANCt milk let; DA IAAAICAIING. MAMOtll6. SMIrrI66, INSIW LING AND _zma '* 1 8 C L L 0 P S F H C - E N G J WC / A P ALPINE 0AACIN6 of laussts. 1YIS D[SIGA CaNf01r5 MIIN A►IIICABIE f10tIS10NS of ADS (Al1lONAt DESIGN ( /� S/Ic Ir IcA116Y /kit ISMIO YI lot AMINICAIY (DAISI AND ►A►IS ASSOCIA116Y) AND let. AI r1Y/ STATE CF J TOT.LD, 55 OR 50 PSF SEQN 16212 CONMICI OSS Alt MAD[ Of IDGA MIA AM 6140 6W t. SIE(1. I%C(rl AS 60190. Afftl COAA1[clasS t0 u"Se"k't/Illll A{plat E nglticsrc(1 PEoduS,lec. ilruw Cit .FI. 33uct Y IACN (ACI Or IAOSs. ASO akltss OIN[Aulil IOCAIIO ON INIS D[S16k, ►uSt110k COYY[CIONs PIN DIAMINGS 160 A 1. IMI Slit at INIS OAAMI16 IYOICA1ls ACCIrIAACI 01 f1611SS10NA! (Y61t11A1M6 sal"I ION IMt INUSS COIL../Yf OIS16M Stlu.N. IMt SM11AN14191 AMO USf Of INts 6 IS 1M( Y1S►OMS11111 of lr[ aING o1SIGY1s. fit aonr01(Nt 10/ AAl iAA ►scut At YM1101NNABlI ANs►llf! 1-109s S(Ctl" 1. x"Z . . . ...... d 70MAL OUR.FAC. 1.33 OR 1.25 FROM SFP _ - L..LtIi Ht1'Alli + CONTINUOUS LATERAL BOTTOM CHORD BRACING AT 24" O.C. SPACING OR AS SPECIFIED ON TRU55 DESIGN. R5 TRUSS LOADING I 30 PSF LIVE LOAD TOP CHORD 15 PSF DEAD LOAD TOP CHORD 10 PSF DEAD LOAD BOTTOM CHORD 55 PSF'TOTAL LOAD @ 1.33 DURATION -OR- 30 PSF LIVE LOAD TOP CHORD 7 PSF DEAD LOAD TOP CHORD 10 PSF DEAD LOAD BOTTOM CHORD 47 PSF TOTAL LOAD @ 1.33 DURATION ALTERNATE LOADING - IC LL 20.0 PSF TC DL 20.0 PSF BC DL 1O.D PSE TOT.LO 54 0 PSF SPACING 24.0- 1 RECOMMENDED REPAIR PROCEDURE 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER. IR2 2. APPLY NEW 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB TO BOTTOM CHORD AND FILLER WITH (3)-16d HAILS EACH END OF VERTICAL. 3. PEAL BACK THE PLATE OFF THE TOP OF EACH VERTICAL IN THE UNNEEDED LENGTH OF FILLER. 4. CAREFULLY BEND BACK THE PLATE OVER THE WIDE FACE OF THE BOTTOM CHORD FOR CLEARANCE OF NEW CEILING. 5. CUT UNNEEDED LENGTH OF FILLER OFF AT EDGE OF VERTICAL SCAB. R1 NOTE: BOTTOM CHORD FILLER MAY BE COMPLETELY REMOVED BEING CAREFUL TO FOLLOW PROCEDURE #3 ABOVE. R2 NOTE: GUN NAILS MUST BE 0.131" IN DIAMETER AND 3" IN LENGTH. / 44- FIELD APPLIED FILLER. 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB. ATTACH TO BOTTOM CHORD AND FILLER WITH (3)-160 GRIN NAILS IN EACH-. (11) I + + 8 + J FILLER ON CHORD 4'-0" O.C. Tlf LENGTH T CUT OFF FILLER. it J l--t EXISTING FILLER 1 RS Vb Rv. 13l1412601 •J24 116 &el- 3(3 98 — ( R3 A P A'• E1/ 2-114194- --- TRUSS SPAN OVER 2 SUPPORTS 1y R2 REV. WLB 3/25/13 R1 REV. WLB 3/I1/93 PLt . TYP. ALpltle T PI 95 4) FURNISH A COPY OF'THIS DESIGN TO ERECTION CONTRACTORmR4 Rid t. _ W 3 LLIpE EIOlAEV.10 rH1106, u�aa. us stamina tslE latCAAt DESIGN CRIT:TPI • REF BC . F IL.ER . R 0 to E� o t� L7 *K IMPORTANT H It uZZI. /1E1 at QESM4018LE FOR JoseJosel WARNING to oua+tua EnEC1iaf Alo [= A � aEt1L1{am r ou IHIs wts1GU as 11ESt WGIEICA11616, aw UN' EwA►.If4. SEE IIIS-SI Of 1►1. SEE IIIIS OEfifal � �^�Pry�/ TC LL rw PSF DATE 04/ 17/90 � > /AILI/1E 10 8UIL0 114 tw g$ Iu CimFoPuuvM Hl1" 05126 SY Irl taw ASSIIIOI. 1. SPECIAL faSUA/E tt SH►C116 PE .• �r cf o �fPEf4 Cm KCfas Ant wwa sr an" AALn_-Sftft saaErs Lux_ autaEl�ias.--mi ass ooswoolsE I—r-Ma. un lb �R 7G D1. wr PSF .ORKG 884. 132 cm f�K W A ERCEPf LS 1101tQ. LMLC CSN[C11H5 1S Efiu FACE a/ CnOM SILALL wa LAItwALL7 OUCES rttn r1e to a Q =61; Aso I.LLESS OUEfW16E LOCAIEa al 1111s aCS161L faSIIIM LW MILD" 1L+waa 4[1111111r, &GIVM Ooro p BC OL sw PSF HC—ENG DAL oQ cu SEClws rEa aHAnlucs 114. 150 C I"A-f. S(Sl61 S►AIOUVA milli MMU'L/a.t 111ACIACS Hiroo) CEIL116 -- SEE .7•, STAI'LOF l TOT.LD. ow PSF 1 1�� co-e. Y/A..KICARf rmwlsln,K w 1Yf C 1►1• y1 (1$111EE"'F 4P1.1F IFO�I/CAE IHgA1L' 11/1/all fa0 f+iMEa .'2OR1pt•f ` — -- SL'al aft 1111E 1"Whas awi.lts 14 1nE Cawwd(ul DEP{CIEw uEmE ONYaAU AIrLICA/lcll, flOrlls" A Cu�f a 1111E tP�'� w.GQ O� 1u alt.Y, Ud W1/1L IKII of Mli[a t"Ol III Awl 4010 ELT. Ot%1611 IS nc llufsl 144C1ub LIIalm"11■1, `��ONAL pUf1.F/�G. CI 1� I= o o SPAGTNG �4 , 0" TYPE "--1.1 - 11465 M Alf il6lllulf. 1f6 - Ism mloom 1Y51U1 ¢YCII ICAI{0u fIW 11MH1 LIuE•utlCllw/ U Rf_F- A 4 Job: (9237--5135/1 / CCA HIPJACK j-K%tlG7P CK TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD SPECIAL LOADS -------------------------------------------------- TC - From 0 PLF at -2.83 to 78 PLF at 0.00 TC - From 0 PLF at 0.00 to 213 PLF at 9.90 BC - From 0 PLF at 0.00 to 47 PLF at 9.90 TC - 88 LB Concentrated Load at -2.83 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 3309 390# BRG LOC : 0.00 9.65 UPLIFT BASED ON 15 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=20' FT. ENCLOSED OR FULLY OPEN BUILDING. (Sac) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT 320# 370# BRG LOC 0.00 9.65 UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD. WIND SPEED=100 MPH. MEAN HGT=20' FT. ENCLOSED OR FULLY OPEN BUILDING. (SBC) S HIPJACK IS DESIGNED TO SUPPORT A CORNER WITH 07-OG-00 SETBACK. 3X4(A1) NER KS HAVE WEBS. 2-9- R=632# W=7" IHIS UWU. VHtrAMtU rMUM L.UM'Vitti LNVr'UI ILUNU' b ULN llJ1u"af -mxf I PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SJBC) I UPLIFT (LB): 400 460 n BRG . LOC (FT): 0.00 9.G5 TRUSS DESIGNED FOR 110 MPH WIND. 20.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. 0 A RIGID OILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS TO SOLID BEARING. + THIS HIPJACK IS DESIGNED FOR THE FOLLOWING CORNeR STACK PITCHES: 6/12 TC WITH 3/12:=BC, 5/12 TC WITH 3/12 BC, 5/12 TC WITH 2.5/12 BC. ALTERNATE LOADING• Tar— -PSF TCOL 20 PSF 4X6 BCDL TO PSF TOT.LD 50 PSF DUR.FAC 1.25 / SPACING 24" 06 2" )X4 = + * PROVIDE 3-16D TOENAILS. WITHOUT SPLITTING LUMBER. R3 9'10"13 OVER 2 SUPPORTS R=857# W=4" R3 Ap 91w. R.S ApW. lsy P T. TYP - ALPINE TPI-95 DESIGN CR-/- Rev 17.3s3 **IMPORTANT*WLOITE ENGINEERED PRODUCTS. INC. WARNIN9,RUGSES REOUIRE EXTRE1E CARE TC LL 30.0 PSF REF O p C= p p p SMALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND 15.0 O O O O DEVI►TION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 at TPI. SEE THIS DESIGN �� P, �` TC OL 1 5 . 0 PSF DATE 05/ 1 8 95 [� O O Q FAILURE TO BUILD THE TNNJSS IN CoNFGPNANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMAtIEHT SPACING RE /tf1=� (� /'1 O C= O G ALPINE CONNECTORS ARE HARE OF 206A SALV. STEEL MEETING ASTW OUIREJEHTS. UNLESS OTHERWISE INDICATED, TOP 'a�'1,* BC DL I0 . 0 PSF DRW G133950a C7 p p p A446 SP B EXCEPT AS NOTED. APPLY CGNHFCTCNNS TO EACH FACE OF CHORD SHALL BE LATERALLY BPACEO WITH PQGPEP �+ r� ('�C �,( ....p A LPIN N [� TRUSS AHD UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 61TTCM CW'RD.. ._. $°+ LL 0.0 ........r�SF L.�ENG... I�GI:.. p C CONNECTORS PEP DRAWINGS M. 150 6 ISOA-F. DESIGN STANDARDS WITH PQrPERLY ATTACHED RIGID CEIL114G -- SEE Q: SFATEOF� � TOT. LO. 55.0 PSF O O COINFOPH W/APPLICABLE PAO41SIONS OF 141E C TPI. AM ENGIN£EH'S ALPINE TECHNICAL UPDATE 17/1/91: FOR PPOPER �OR44�i Q TRUSS SEAL 01N THIS DRAWIHS APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION F-AIMISH A COPY OF THIS ��tAL L' OUR . FAC . 1 .3 3 NN ONLY, Alto SHALL 1101 BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTPACTOR. DIY Q [� Q Q Q O T, . TRUSS PLATE INSTITUTE. NCS - 199t HUAIOHAL DESIGN SPECIFICATION FCR WOOD CCA6TRUCTION SPACING SEE ABOVE 47521-P72 3338B - FG11 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 #3 i DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24' OC IN LIEU OF STRUCTURAL SHEATHING. T 1-4-0 1 2X4 III 2 Complete Trusses Required NAILING SCHEDULE: (0.1280.0_g_nalls) TOP CHORD: I ROW @ 5" o.c. BOT CHORD: I ROW @ 12" o.C. WEBS I ROW @ 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC from 684 PLF at 0.00 to 684 PLF at 16.33 BC From 130 PLF at 0.00 to 130 PLF at 16.33 2X4 III 3X8= 2X4 M 16-4-0 Over Continuous Support R=814 PLF W=16-4-0 T 1-4-0 9-4-0 1 Note: All Plates Are W3X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 OTY: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 IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO H1B-91. (HANDLING INSTALLING AND BRACING). PUBLISHED BY III (TRUSS PLATE INSTITUTE, 583 D'OMOFRIO 00... SUITE 200, MADISON. NI 63719). 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 PROOOCTS, INC. SMALLNOT$6-RES➢ONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD IRE TRUSSES IN CONFORMANCE WITH 111: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SP EC [F ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CPR ECT00.5 ARE MADE OF 20GA ASIR A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY fONNEC TORS IO EACH To OF TRUSS. AND UNLESS OTH€RWI SE toON THIS OE ST6N, POST T ION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. �.R P. F � -r� `-+W 1�•tP/!`�.��. *� qM STATE ($F TC L L 40.0 P S F TC O L 10.0 P S F BC DL 5.0 PSF B C L L O. O P S F TOT . L O . 5 5 . 0 PSF R E F R 08 1-- 5 8 1 7 0 DATE 12123102 DRW HCUSROBI 02357186 H C- E N G C H 3 JMMA S E 0 N - 3374 D U R . F A C . 1.25 FROM S C H SPACING SEE ABOVE J R E F - 1 R Y T 0 8 1_Z 2 7 (31749-5114 3380A - FT2) IIIIS DIRG P111PA1111) 1110H 0141-1111111 INIIIII (IOAOS E 01HENSIONS) SIIRMITI(f) QY TIIIISS MFR. TOP CHORD 4x2 SP 12 N BOT CHORD 4x2 SP #2 N :82 4x2 SP /1 Dense: WEBS 02 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SEE IIIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. MAX JT VERT OEFL: LL: 0.44" OL: 0.16" (SEE DWG DEFLCAMB0699) RECOMMENDED CAMBER 1/4" TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. —9-3-0 13.75E -- 15L" Typi I i W2.5X4 im W1X4(R) W15X4 M W4X6 s . W3X4 M W2.5X4 � W2.5X4 � 0_7-0 -10-4-8 j W-W2.5X4 = W3X4 m W06 >® W4X6 � 11-0 Is.s I IN VEA ., ♦� v .-.82 most WIX4 (R) W-IIS2510 W2x4 III R-1137 W-6" W1.5X4 M 20-9-4 Over 2 Supports PLT TYP. 111 h Stren th,Wave TPI-95\R Design Criteria: TPI(STO ••UAprINf1•• IatlsS/S t(Or1111 (11111Nf Calls IM IAUNICAIIaa. NA1IN jar'. SUIPPING. INSIAII ING AlintlNAq Y4, atf 1N to rlM NI (MArIN IN4 INSIAIIING AMU 011ACIN41. PUtl115610I1 01 IPI IINUSS P/AIt IYStt to lt, S6] O...OLa10 ON— Sbllf 200. NAalSar. UI S7119). flat SAfill INACIIdtS P1161 10 ►(aiONNlM4 IN(SL fast11a*% MNIISS 61N1M111S1 INUICAIIU. IUP CNntU UKA11 UA.t rNUPINII AIIACNIU )INUCIrAAJ Falls, s. an110N CHUMO SNA1I UAYI A 040rta11 AIIACN[U ■IGi11 CI M UG. ••INraN(AN I•• fWNISr A Cart of INIs ots1GM 10 IN[ INSIAli A11or COMINACIOM. AIPINI IMGIN1f11a ra6UNC1S. INC. SUA/1. %OI Of a1SPONS1Olt 1 a ANY Of Yl A11UN INaN INIS III SIGN; All 1AIIUNI 10 soft I11 11NSSIS 11 CONi ONNANK( 911E IFI; M IANa1CAlIN4. NANIN IM4, $410101I04. INSIA111r4 AMa ALPINE N.AC1M4 Of . WS 011164 CONIMNS fill" A/►IICANII PMw1SIUMS N1 NOS INAItuNAI OfSIGY 1r[Gif lc .':Hsu, 0`4411 N1 IMt Atli N1CAN f(Nlt St AM0 ►&PIN ASSUC1A116S) Also Irl. Airfoil CONaIC1O1S AEI HAW Of 284A ASIN A►loll 6440 GAIY. Still, ISCIPI AS NOI/U. Afrit CUNNICloas to IACM FACE Of Ilm. All) ONltss OIN[tYISs EOCA1lo ON INIS Of SIGN. POSIIIOa CoNNU:IMS PIN UNAUINGS 160 A-1. Ilk St AI ON gifts aNAUING INDIC411S ACCIPIANQ Of PNOI(WINIA1 (N4l MltalrG Alpine fnghiccrdl PrwimiN, Inc. al SPU/SIa1111Y Sallli I111 lot lots cawullt11 OlstcN Wall. flit SNIIANI1111 AND NSI al INIS IINUI�N('11y,11. 11R-1d LunPaalal INSAN# PARI1Cal At Notiol/G 1: lit 1114Pda5lallm Ni lot 14114IN41N1,14Mia, pis AM41111-1 1 191. 111.link 21. W2X4 Al FTC I T 1-4-0 1-4-0 -L 8 - 0-L R-1136 W-3.5" Y:10 FL 1 E 0 Scale -.375" Ft. TC LL TIC DL NC OL BC LL TOTAD . 40.0 10.0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF R081--87590 DATE 04/01/00 DRW 11CUSRO81 00092163 HC-ENG JWC/WPF SEQN - 11324 OUR.FAC. 1.00 FROM JRH CnArfmn 9A AN (41552-M37 3380A - FT2A ) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THIS UWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO, BE SUPPLIED BY ERECTION CONTRACTOR. 9-3-0 d15.75" 15' Typ. W1X4 (R) - W3X4 T 0-7-0 W1X4(R) = W4An = W—HS2510 W2X4 I R-1008 W-6" W1X4 0 18-5-4 Over 2 Support DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STO --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 0*090FR10 DR.. SUITE 200. MAOISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORM1*6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL RAVE 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 TOTS DESIGN; ANY FAILURE TO Btl ILO THE TRUSSES 11 CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND ACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ALPINE BR S►EC/FICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 206A ASTM A653 6940 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTMERNI SE LOCATED 00 IBIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. TOE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AIpIDC �� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT BES16N SMOWM, THE SUITABILITY AND USE Of THIS 11RiDieS City, FL 338:i COMPONENT FOR A!Y PANTICUL AN BUILDING [S THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER A251ITPI 1-1995 SECTION 2. 7-10-8 't W=W2.5X4 = W3X4 - W06 - 19.Ob2 OTY:1 _ P. -:� STATE OF sson r'c' 1T 0 +8-0-0 WLX4 ■ R-1007 W®3.5' FL/2/-/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" 11 Scale—.3it1'/Ft. REF R081--5560 DATE 11/08/00 DR W 14CUSROSI 00313187 HC-ENG /JWC SEQN - 2408 FROM ROG (41559-M17 31ROA - FTA THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #1 Dense 180T CHORD 4x2 SP 2400f-2.OE :81 4x2 SP #2 N: WEBS 4x2 SP #3 ,TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 5" Typ. -3-0 I--�I W06 = W4X6 = W1X4(R) = W3X4 0-7-0 T W1X4 (R) = W4X6 = w4Ao _ W67,4 W2X4 MI W-HS2510 = 14.75" W1X4 MI REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.48' DL: 0.18'. 1-7-n W-W2.5X4 = W2X4 MI W4X4 = W4X6 = RLA, W W-HS2512 = W3X6 = 22-1-4 Over 2 Supports j R-1210 W=6" Ra1209 Wa3.5" T 1-4-0 -L 8-0-0 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Stren th Wave TPI-95 Desi n Criteria: TPI STO 19.Ob2 �`YARMING•• TRUS5ES REQUIRE £11REME CARE IN FABRICATION, HANDLIR6, SNIPPING. I051ALLI115 AND BRACING. REFER. TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L I_ 40.0 P S F INST IT DTI, 583 O'ONOFRIO DR., SUITE ZOO- MAN ISO*- NI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTTORS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL RAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM. CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ER P S1FIl,.. T C O L 10.0 P S F [HPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P SF PROOOCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES TN CONFORMANCE WITH T/1: OR FABRICATING. HANDLING. SNIPPING. INSTAL1I46 AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE ►20VISIONS OF HIS (NATIONAL DESIGN *,f'tC S BC L L 0.0 P SF ALPINE SPEC IF ICATIOM PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF i06A ASTH A6S3 6440 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO OOFIION PER 'iTT 0" STATE OF A OR �j •� TOT . L D . 55.0 P SF EACH DRAWINGS OF 160 ARZSS• ATHEN SEALSONII MI5)SE GRAYINGIEO INDIICATESSACCCEPTANCE1. ENGINEERING PROFESSIONALS �s DUR.FAC. 1.00 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNONN. THE SUITABILITY AND USE OF THIS B=nod P �O• COMPONENT FOR ANY -PARTICUi06 IS TOE RESPONSIBILITY OF THE BUILDING DESIGNER. PER TT ...— ------ _LAR 891LO PC ",.. - CPACTNf, 24 (I" 0,2 001 Scale-.25"/Ft. REF R081--47187 DATE 06/26/01 O R W HCUSROB1 01177237 HC-ENG VB/AP SEON - 1573 FROM RA THIS nWr, PRFPARFO FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. L. TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS N j- -----(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.—I.00) TC from 100 PLF at 0.12 to 100 PLF at 0.25 TC From 260 PLF at 0.25 to 360 PLF at 6.27 TC - From 210 PLF at 6,27 to 210 PLF at 8.07 TC From 775 PLF at 8.07 to 775 PLF at 13.60 BC From 10 PLF at 0.00 to 10 PI-F at 13.60 'TC 3000 LB Conc. Load at 7.00 REFER TO DRAWING 657.275 OR 657,275E OR 1,153,783 FOR GABLE DETAILS.NOTE: CONNECT BOTTOM CHORD FOR 350 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO I' DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 160 NAILS EACH END. W2.5X4 W1X4(R) 1 0-8-8 W1X4 (R) = W2.5X4 = W2X4 III R-712 PLF W-13-7-4 W2X4 m W1.5X4 III W8X8III W3X4 III DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD LIP. W3X4 III W2.5X4 111 W2.5X4 = T 1-4-0 9-4-0 W4X4 III W1.5X4 Ill W1.5X4 M W2X4 III W04 13-7-4 Over Continuous Support �X� LAD) Note: All Plates Are W1X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5b QTY:1 HI 1 E - Scale —.375" Ft. 7ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of Audtotization N 567 —WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. %AMBLING. SHIPPING. INSTALLING AND BRACING. REFE0. IO N1841 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. Sa3 O'ONOFRIO OR.. SUITE 200. MADISON. WI $3I19). 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 201 BE RESPONSIBLE FOR ANY DEVIATION FROM INIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH IF]: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. IRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAT(ON] AND TPI. ALPINE CONNECTORS ARE MAOf OF 206A AST" A653 GRAD GALY. $FEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORAWENGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OES16N SHONN. THE SUITABILITY APO USE Of THIS COMPONENT FOR ANY PARTICULAR BU(LO196 IS THE RE5PONSIBILITY OF THE BUILDING DESIGNER, PER 1 AM S I / T P I 1 1996 SECTION 2. ,y1ajSffi�9ti !( �ls. 1X1� �� STATE % -' �C)R �` bNAI — TC T C BC BC TOT L L O L DL L L . L 0 . 40.0 10.0 5.0 0.0 5 5.0 PSF P S F PSF PSF P S F R E F R 0 8 1-- 4 8 2 1 2 DATE 0 9/ 1 2/ O 1 DRW HCUSR081 01255131 H C - E N G / L)W C S E Q N - 4683 OUR . F AC . 1 - 00 FROM we S PACING SEE A B 0 V E 50004-M37 3380B - FT5 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 i SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=I.00) TC From 380 PLF at 0.12 to 380 PLF at 31.44 BC From 10 PLF at 0.00 to 10 PLF at 31.44 T DEFLECTION MEETS L/360.00 LIVE AND 1-1240.00 TOTAL tOAO. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. REFER TO DRAWING 657.275 OR 657,2758 OR 1,153,783 FOR GABLE DETAILS.NOT€: CONNECT BOTTOM CHORD FOR 190 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO I' DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. W1.5X4 Ili W1.5X4 III W1.5X4 HI W1.5X4 III W1.5X4 N W1.5X4 Ili W1.5X4 Ili W1.5X4 III r ppW2.5X4 = 1-9 4-0 W2X4 III W1X4(R) W2X4 fN W2.5X4 W2.5X4 = W-W2.5X4 = 31-5-4 Over Continuous Support 'I R-388 PLF W-31-5-4 W—W2.5X4 Note: All Plates Are W1X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TP[ STO 19.5b QTY:1 •• WARN ING— TRUSSES REOVIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER IO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IF[ (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR.. SUITE 200. MADISON. NI 53119), FOR SAFEIVPRACTICES PRIOR TO ER P DERFORMING IHESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 57p UCTUAAL PANELS. 60T 10M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. STFlG,� y —IMPORTANT' FURNISH A COPY OF T6115 DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I( PRODUCTS, INC. SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILSTALLING TNO BU[l0 THE TRUSSES IN CONFORMANCE WI1N TPI: OR FABRICATING. NANOIING, SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND LPL ALPINE 0. OF CONNECTORS ARE MADE OF 20GA ASIM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS DINE VISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS I60 A I. . 10E SEAL ON IHIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � �ONAi- Alpine Engineered Products, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF INC BUILDING DESIGNER, PER FLcertificate ofAtuh«ization#567 ANSI/TPI 1-1995 SECTION Z. HI/1/-/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING SEE ABOVE Scale-.1875"/Ft. REF R081--48211 DATE 09/12/01 D R W HCUSROBI 01255130 HC-ENG /JWC SEQN - 4680 FROM WB (41552-M37 3380A - FT6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP 2400f-2.OE :B1 4x2 SP #1 Dense: WEBS 4x2 SP #3 !IMAX JT VERT DEFL: LL: 0.61" DL: 0.23". 5" 11-10-8 Typ. W4X6 — W4X6 = W4X4 W1X4 (R) 0-7-0 T B1 W1X4(R) = W4X6 = W4X6 = W4X4 + 2x6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 16.75" W—WH4 = W1X4 III W1X4 10 W1X4 11 W1X4 W W2X4 M W2.5X4 s W2.5X4 = W2.5X4 - W3X4 = W4X4 = W4X6 W3X6 = WZ.5X4 a W3X6 = W4A4 = W4AD = W4X6 = W2.5X4 = — W2X4 W W—HS2510 = W—HS2512 = 23-9-4 Over 2 Supports j R-1302 W-6' R=1301 N-3.5" T 1-4-0 _L *9-4-0 �b PLT TYP. High Stren th Wave TPI-95 Design Criteria: TPI STD 19.Ob2 HI 1 - - E - - Scale —.25" Ft. **YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. BANKING. SHIPPING. INSTALLING AND T C L L 40.0 PSF R E F R 08 1 - - 4 7 1 86 BRACING. REFER TO 018-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY VPT (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR.. SURE 200. MAOISON, YI 63719). FOR SAFETY PRACTICES PRIOR IO PERFORMING TOE SE FUNCTIONS. UNLESS OTHERYISE 1801UTED, TOP CHORD SNAL(: NAVE PROPERLY ATTACHED t F�%/ T C D L 1 0 . 0 P SF DATE 06 / 2 6 / 0 1 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGI4 CEILING. ""IMPORTANT•" FOR 1150 A COPY OF THIS DESIGN TO THE INSIALLATION CONTRACTOR. ALPINE ENGINEERED *JCf- BC DL - 5.0 PSF DRW HCUSR081 01111236 PRODUCTS. INC. SMALL 601 BE RESPONSIBLE FOR ANY OEYlATIOi FROM THIS DESIGN; ANY FAILURE i6 p BYIID 1NE TRUSSE5 IN CONFORMANCE YITO TPI: ON FABRICATING. HANDLING. SNIPPING. INSTALLING AND B B C L L 0.0 PSF H C - € N G V B / A P ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIO!$ QF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND M M. ALPINE STATE Of � CONNECTORS ARE MADE OF TOGA ASTN A661 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •L�ppTp� '�� TOT . L D . 55.0 PSF S E Q N - 1570 EACH FACE Of TRUSS, AND UNLESS OTMERNISE LOCATED ON THIS OE5161, POSITION CONNECTORS PER A`�1 ORAY INGS 160 A-1. THE SEAL ON THIS GRAYING IROICATES ACCEPTARCE OF PROFESSIONAL ENGINEERING D U R . F AC . 1.00 FROM RA [sRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Alpine Fngineored �� — --- [ianlmCity,33U44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24. 0 " A4511TPI 1-199S SECTION P. (41552-M37 3380A - FT7 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 B2, B5 4x2 SP #2 N: (CALCULATED VERTICAL DEFLECTION IS 0.85" DUE TO LIVE LOAD AND 0.32" DUE TO DEAD LOAD AT X — 14-6-12. 11-10-8 5' Typ. W6X8 W1X4 (R) = W5X8 = W5X5 0-7-0 i T 82 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. + 2x6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WHERE SHOWN WITH 3-IOd NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 30.75" 3-0-0 W—W2.5X4 = W—W2.5X4 W3X6 III W06 = W4X6 = W04 = W4X6 = W4X6 = W5X5 = W5X8 = W6X8 W1X4 (R) = W6X8 = W5X8 - W5X5 = 144X6 - W4X4 = W3X6 III W3X6 III W—IIS2510 = W—HS2510 = T 1-4-0 _L 9-4-0 W4X4 = W4X6 = W5X5 = W5X8 = W6X8 W3X6 UI W3X6 Ni W—HS2510 a W—HS2510 27-5-4 Over 2 Support R-1503 W-6' PLT TYP. High Stren th Wave TPI-95 Design Criteria: TPI STD **WARNING** TRUSSES REQUIRE EXTREME CARE TN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10 N18-91 (HANDLING [:STALLING AND BRACING), PUBLISHEC BY TPI (TRUSS PLATE I NSTITBTE. 603 D'OYOFR I0 DR., SUITE 200. MAO [SON, YI 5371R). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1.0ICATEO, TOP CHORD SMALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. **INPORTAIT** FUR IISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IBIS DESIGN: ANY FAILURE TO BDIED TYE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. MANKIND. SNIPPING, INSTALLING AND RACING OF TRUSSES. THIS DESIGN CONFORMS WITH A►►LICABLE PROVISIONS OF NOS (NATIONAL DESIGN ALPINE B SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) Me TPI. ALPINE CONNECTORS ARE RACE OF 2OGA AST% A663 WO 6ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON IRIS DESIGN. POSITION CONNECTORS PER DRAII16S 160 A -I. THE SEAL ON IBIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 4^ �� RIS►0 SIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS u..:_... COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER W3X6 III R-1502 Wa6' mop D 19.Ob2 HI 1 - E - Scale —.25" Ft. TC LL 40.0 PSF REF R081--47185 1SR PF y " IFIG4 y TC DL 10.0 PSF DATE 06/26/01 W. i* BC OL 5.0 PSF DRW NCUSR061 01177228 8 BC LL 0.0 PSF HC-ENG VB/AP STATE OF A�d TOT.LD. 55.0 PSF SEON - 1567 -- - DUR J AC. 1.00 FROM RA eperTNa 9A n" (317.19-51(4 3300A - FTO) TOP CHORD 4x2 SP /2 N DOT CHORD 4x2 SP #2 N WEDS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W1 X4 (R) 0 7-0 W1 X4 (R) _ 1111S I)WG 111I I'ARI P 111011 1:0111'IIII R IIO'ill (I OARS 6 OWNSIONS) SIIRMI I IFII IIY IRIISS HI-R. DEFLECTION MEETS L/360.00 LIVE AND 1_1240.00 TOTAL LOAD. REFER TO 1118-91 FOR ADDITIONAL BRACING REOUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR I— 6-9-6" {- 11-9-0 11.7$X 6-7-0 � 15" Typ. W1.5X4 N W—W3X6 W3X6 >= W1 .5X4 W WI .5X4 pl W3X4 W4X8 m W3X4 s W3X4 = WHIS "r W4A4 Es W.lA4 Is WSX4 Is 144Ao is W4Aa IN WJX4 m W3X4 me W3X4 in W2X4 III W—W3X6 m W2X4 N 141 .5X4 I W2X4 I 1� 14-7-0 _I 27-5-4 Over 3 StlpporLs— R-725 W-6' R-1730 W-3.5" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP, Wave TP1-95 R Design Criteria: TPI STD —WARNING— INUSSIS 111401111 (IIaIRt CAI IN IAaa ICA1I0a, NAMING. SNIP►1114. Ira Al11oG AYit III 1a W:I Y4. atria ' HIS is t1ANIN 11G IYSIAIItr6 AND Ya AC I"). P1Y1 ISAID A 1P1 111Y55 PI All trstila Sol tl'Ya0(a10 I/a., sbllt 700, aAa1SYa. III Sll191. IOa U1111 MAGI ICIS rrllYl it, 1lal tlaa{a4 lots[ Ir1C110us. 1W (SS OIW SWISL Ir01CAI10. 101 LYdlp Sua/1 YAPI ►uOPtut► AIIACYIO s Ir1CIWAt ♦Ault S. Y0110a C101Y sit 1AP1 A I010figil AIlAC1{0 11610 C111114. -•1IIPORTAIfI-- fAN■IS* A CUP' Ot '-Is al Slia lu 111 IrS/Alf A..O. ...Al... W.I.. t1G1111aI11 IrOtltlCi 1, 11K. sHAtl to.,rt 8'sPiWSfill 1011 ANT 09sIA11041 fa1N I415 M 514a; AYr IA11891 10 1111140 lot 11tlSSIS 10 C11. MaACI YIiY IPI; 01 IAYNICA116G. YAaia 114. S1lrr1N1. 11%IA/111G AND ALPINE -- arACia4 rr, IIaSSts. IYIS 01SI4Y 10611Was NJ IN Ar►iICA01I rrtlrtSlDaS at ras laxilaaA, I11s1GY Sri CIS$CAI 10% POH (SatIf Or 101 A41 Y ICAY (aal $1 AND PAPIA AS1j"l Al/ua/ Ant 111. AI 1IaI Cr1aa C1644 Aat aAOt Of 70GA Asia A4Sl 6040 GAIN. Still. [ICIPI As aetta. Arh I Coast l; lutl5 t0 7LACY fACt' Of tarss. Lim YYItSs Olrtami St l"CAi(a as Ikls 0(SIG1, ruslltlu culan Cllirs ri0 1UA11r4S IW Y 1. IN SIM WN INIS I1111I►WI1G IM111:4115 A(CIFIla1:1 a, ra1lll1$,ltl4Al I01CImIr1YG Alpiow lj11u11fC11 PIIN cIG1 IIIG. aUrur51r 1111/ 5I4111 lua 1Y1 IUYas iW91"1u/0I IIIA141 S1oulI 001 'U1141tll Its A110 u.l PI lul: IId111ri�Iwl[1,I'1 11" II '"It!"11161 IWN A01 kJoIll"tON NN111dM11 1• 141 YI•hla-I"llIII WI INI NNIIIItb+114,I-Alr Ilk I11.11111 1 Iq-l4 •.1111-Y 0 R-645 W-6' 19.01)1 QTY:1 SSRPWj R . STATE OF'%►� s�A rT-z T 1-4-0 _t.- 9-4-0 FL/1/-/-/E/-/- TC LL 40.0 PSF ,TC OL 10.0 PSF DC DL 5.0 PSF 0C LL 0.0 PSF TOTAD. 55.0 PSF D11R , FAr 1 1.00 %I'AI:1 NII 7d .II" eeLl Scale--25"/Ft, REF R081--87248 DATE 04/01/00 DRW ticNsRom w92197 11C-ENG V0/WPF SEON - 15662 FROM 11R11 (41552-M37 3380A - FT9 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 'ITRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1Typ; r W3X6 =6 W1X4(R) 0-7-0 1 T W1X4(R) W2X4 III t� I� R-755 W-6' 6-9-0 16.75" W1X4 In W1X4 M THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED 8Y TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 14" 2-10-8 91-3-0 W-W2.5X4 s W3X4 = W4X8 = W3X4 w'I A9 - W2X4 IN 14-7-1 1-5-4 Over 3 Support Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STI —WARNING.. TRUSSES ACQUIRE EXTREME CARE TN FABRICATION, RAMBLING, SNIPPING, INSTALLING AND BRACING. REFER 10 HI8-91 (HANOLING ►ONSTALLING AND BRACING). PU8LISN(0 BY TPI (TRUSS PLATE IYSTf TUTF. 683 O'ONOF0.10 00.., SUITE 200- MAOISOY, YI 63719), FOR SAFETY PRACTICES PRIOR TO PERFDIMI{G IMESE FUNCTIONS. UNLESS OTHENY(SE TYD[CA1ED, TOP CHORD SNAIL NAYE PROPERLY ATTACHED STRUCTURAL /ANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACUEO 1I8TO CEILING - `AIMPORTAMT:• FURNISH A COPY OF THIS OESIGN TO INC INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL YOi BE RESPONSIBLE FOR ANY BEYtATlO{ F0.0N TH 15 DESIGN; ANY FAILURE, TO BU[LO !NE TRUSSES IY COYF00.MANCE YITR TPI; OR FABRICAT(YG, HANDLING. SNIPPING. IMSllltiY6 ANO ALPINE BRACING OF TRUSSES. THIS Of SIGN COMF04M5 MIT APPLICABLE PROVISTORS OF It (NATIONAL OESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND /PI- ALPINE CONNECTORS ARE MADE Of ZOGA 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-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING iTIG CCted 1'iodtlots Inc.ESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IRIS �P ain"i . COMPONENT FOR AXY PARTICULAR BUILDING IS 101 RESPONSIBILITY Of THE BUILDING DESIGNER, PER HArtI'CT�ITV Tn. iiR44 ._..... . .... ........ _ W®W2.5X4 = R-1348 W-3" 19.Ob2 SR P 8 aS STATE OF .s 7oiu`ai: R=339 FTI/1 -/-r/ / TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC 1-L 0.0 PSF TOT.LD. 55.0 PSF DUR_FAC. 1.00 rIvArfmn CFF AAnvr (/0 T 1-4-0 —L 9-4-0 E Scale—.375"/Ft. REF R081--47188 DATE 06/26/01 D R W HCUSR081 01111229 HC-ENG VB/AP SEQN - 1576 FROM RA (41552-M37 3380A - FT1O THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP $1 Dense WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W1X4(R) 0-7-0 W1X4(R) - 15, Typ; W3X66 W4X4 - W2X4 Iq R-801 W-6' REFER TO HIB-91 FOR ADDITIONAL BRACING REOHIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. NO CONCENTRATED LOAD 15 TO BE SUPPORTED BY CANTILEVER. 16.75" �6", 1-7-8 -9-08-0-0 W1X4 N W1X4 III W3X4 W1X4 III I W1X4 III W3X4 = W4X8 = W1X4 (R) 0-7-0 1-4-0 T W4X4 - n W1X4(K) W3X4 = W W2X4 p 1X4 M W-W2.5X4 18-3-4 Over 2 Support 1-3 - 6 - 0---=-j R-1217 W-3' Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19lOb2 •�WARNING.• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L. 4 0.0 P S F BRACING. REFER TO 018-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR.. SUITE 100. MADISON. NI 63712). FOR SAFETY PRACTICES PRIOR 10 SEq P PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL PAYE PROPERLY ATTACNEO T'{�� T C D L 10.0 P SF SIR WCTURAL PANEL S, NOTTON CRORO SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FORNISM A COPY OF THIS BEST" TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *,� Pb F•� BC D L 5.0 P SF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B _ /t /T BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND (/Rj�/I>�/ ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC L L 0.0 P SF SPECIFICATION PUBLISHED BY THE .AMER ICAN PUREST AND PAPER ASSOCIATION) AND TPI. ALPINE act, STATE OF j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 DALY. STEEL, ECCEPT AS NOTED. APPLY CONNECTORS TO "'. KOA� � TOT. L D . 55.0 P SF EAC1 FACE OF TRUSS, AND UNLESS OINERWISE LOCATED 01 IBIS DESIGN, POSITION CORRECTORS PER dt%AL DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D UR . F AC . 1.00 A1.,. Fagine��pt0RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IBIS -...---- - "`I' C1 •'"� 3 � COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERBabies SPACING SEE ABOVE tY38" ANSI/TPI 1-1996 SECTION 2. 9-4-0 091t Scale-.375"7ft. REF R081--47192 DATE 06/26/01 D RW HCUSROBI 01177230 HC-ENG VB/AP SEQN - 1588 FROM RA 31749-5114 3380A - FT12' idle nur. 01)l-[,Atli n 1 tlnlA rnWlu11110 flunu 1f 1l A1tC t 1111,111 IKIMNI M111141 I II It IIY IIt %S Ill It. TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP 12 N WEBS 4x2 SP 13 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. r- 6-9- 15" Typ1. 141 X4 (R) W3X4 sa 0-7-0 16.25" W1.5X4 III W2.5X4'm W1.5X4 8 i 2X6 #3 IIE14-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACII TO EACH TRUSS WHERE SHOWN WITI4 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240,00 TOTAL LOAD. VA W2.5X4 m 1-13X4 $ W4X6 - 142.5X4 W2.5Y4- - 1 WIX4(R) >a I'd y^u" W2X4 MI W2X4 kl 14-8-12 Over 2 Supports R-809 W-6' R-798 14m2• PI-T TYP. Wave TP1-95 R Desi rt Criteria: TPT STO 18.2f3 (1TY:3 ••YARRIRG•• IN05 SES NEOolof fI11fNf CANE IN fANN1CATloN, RANOI IYy, SN IPPIYG, INSI At I IN4 Ar0 'NNAC IYG. Qfll 1Y YIY NI IYAwI/INfi IYSEAIIIrG AW Nr AC lrot, PYII laN1R tll 1r1 (IYtlSS P1 All IrSiIIN If, SN) O'OYOfN10 OIL , SNITE P00. NA01fOr, YI SSIIf1, I W SA11ir rY Aa:11C1: PRION 10 SeR P R TFFI`•• / Pl N(MMIYG TNf S[ frYC110ss. rNFfSS 696I291SE INOICAIEO. TOP CYONO SNAll rArl rN"Pl■I/ ♦11 AI:N10 STR/ICTNRAI PANIIS, "I'M CYORO SNAIL YUl A Pro/1Rt► AIIACrfr $1610 Ct II IIG. " IUPORTANT•• fORNISR A COPT Of ERRS OISIGY 10 foil /IYSi 111 Alltlr C/w fR kLIW , AI PINI IrGl rt [NIO tOIIw;IS, INC. SYAII. 401 Of RI SPRNSIAlf EON • O jMwy%//ylfVif/(J ALPINE ANr R(r1A11Or [NOR IRIS DISIGN: ANY lillogf to Y0110 lot .OSSI$ IN CONIOIRARCt WIN 1PI, 04 1ANAICAIING, RArIN ING, SNIPPIRG. INSfA111NG AND SINKING OF INOSSIS. IRIS RESIGN CONf ONNS r1iY AP►IICANII B STATE PY"rlsloaS of YOS (rA1lUbAl 111S14r SPICIFtCATION MLISMID 61 lilt AN{RICAN FONt SI AND PAPER ASSOCIAII611 AND M Airlift �` . CUYNf01MIS Arf RASE Of 106A ASIR A6S7 H40 fiAIN.. Slttl, IICIFt AS YDltO. AFPII CONNICIRIS [it/SAL Alpine Enginceretl Pfalucts, llfC. I IRi1tC5 City, I`I. ljll i� UCD EACI Of TR05S, ASO YNIISS 0111IR0ISI IOCAH O Or ISIS DESIGN. POSIIIOY CRII(C10RS ►IN DRAWINGS 160 A.I. THE SIAE OY 10I5 OKAYING IWICAtfS ACCIFIANCI Of PROIiSSIDNAI iN61Y1t RIrG RCSPOYSIN IL IIY s01[Ir f011INf TYoss CONPtlNf Yf DESIGN SNONN. IDl S01IAGI1IIT AND 031 O1 fills CONPON(r! ION ANI ►N IICNI AY Yrltolr4 Is INf Ylsr4r5lrtl Ilf of lilt MINING 1":II:YI■. 1,11I -"_"— FL/1/-/-/E/-/- TC LL 40.0 PSF TC OL 10.0 PSF DC DL 5.0 PSF DC LL 0.0 PSF TOT.LO. 55.0 PSF DLIR.FAC, 1.00 T 1-4•0 _L 001" Scale-.375"/Ft. REF RO81--12613 DATE 03/01/00 DRW ncusRaw nnntitm tIC-ENG .11-IC/11IPF SEQN 14611 _FROM _WB it (31149-5114 3300A - FT13) TOP CHORD 4x2 SP #2 N BOY CHORD 4x2 SP #2 N WEBS 4x2 SP #3 REFER TO DRAWING 657.275 OR 657.2758 OR 1.153.783 FOR GABLE DETAILS. NOTE: CONNECT BOTTOM CHORD FOR 200 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD. NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1" DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 160 NAILS EACH ENO. W2.5X4 = W1X4(R) NO 0-7-0 W1X4 (R) W1.5X4 RI W-W3X6 s 1111% 111,16 PRI PAIII II I ROH COMP1111.1t fill -III (I OAOS b OKIISIONS) SIIIIHITTCI) BY, IRIISS Kit. SPECIAL LOADS ------(LUMBER OIIR.FAC.-1.00 / PLATE OUR.FAC.-1.00) TC From 450 PLF at 0.13 to 450 PLF at 21.44 BC From 10 PLF at 0.00 to 10 PLF at 21.44 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. REFER TO III6-91 FOR ADDITIONAL BRACING REQUIREMENTS, BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. W2.5X4 a W3X4 a W1.5X4 III W1.5X4 III W1.5X4 11 W1.5X4 11 W1.5X4 11 W1.5X4 Iq 143X4 =_ W1.5X4 III W1.5X4 M W1.5X4 11 W1.5X4 IA W1.5X4 Iq W1.5X4 III W1.5X4 III - W-W3X6 a R-457 PLf 11-21-5-4 21-5-4 Over Continuous Support if T 1-4-0 - 4 0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob1 FL lr /-/mil ••YAa YIOG•• INOSS[S N[0YU[ E11a[N( NOT IN FANYICAIIW, NANDI INC. SNI► M. laa(Al1 INC AND YNAellif N111A ItoYIY 91 (NANI11111G IYSIAIIING AND YaACINGI. PNIII.I.tl111 too 11-1 (lout.).1•IAll TC LL 40.0 PSF IYS111011, Sr] 11'OYO[NIU lot.. $Y11[ 100, NANIsOY, YI S3119l. it'll .All11 rY at.11f.1a palun IY RP/:� Pl al UaN1Y6 Itl[sl Itlal'1 IUYS. tlYI(aa 01 al NYl al IYU.'A1111, IIP CIIIIaII $"All NAYI PNOrIll V 411ACN10 %j_2{jlFl(Ij TC OL 1O,0 PSF s laYC ltlaA4 IAN[l S, NOIION CNtlNU SNAtI NAr[ A I: (all p1ACatu alG lot CI It ING. •IMPUU(AYI -- fYNNISa A COPY Of lists U161ril 10 Ir1 INSIAIIA[ION COYINACION. AIPIYI INGIYItu li *, No. B C 0 L 5.0 P S F /MtNIUCA S, INC. SYAI I. N01 N[ aES/WIS Itl71 ION AYT N[NIA(IYY "UN IYIS DISIGN; ANT IAII09I lU ty 11 YU110 I.i Iatl55(s IY CUNI IINNAYL'[ YIIN Illi Oa IAUa1CAlIYG, NANINING, aYll'PINC.. INal AlllaG AN41 O ALPINE J tlNACIYG Of Is sits. INIS Of IGN CIIYIUaNib Ylttl IPr11CANI PaofISItlNs Uf 001 (YAIIIIYAI alall;a BC LL 0.0 PSF sP(Cot ICATIOr Punk IsY[a YT Ib[ AN[a1CAN IU*[$1 AYO PAVIa ASSW:I AIIOrI AY11 IPI. Al plat STATE OFF CONNECIOaS ANL MADE 01 20W ASIN AGSI W10 GA11. S1111, L1C[/I AS NUIIU. A/PlY CUYYLC1ONa IN ••:,ZOfiVolt,6 TOT,LD, 55,0 PSF EACY FACE Of IaOss, ANO Oa1ES5 01111YYIsf IUCAIIO ON this Ols16N, 1'Us111Qa COaatcl0as 1`1of NALG• ONAY IYGS ILO A'1. IN l SI AI ON IYIS NOAVIS& IYDICAtIS A[[(PIANCI Of PNUIISSIONAI IYGINIIalY4 --- . Alpine fugillecrctl I'uxlucla, Inc. arsrtltlslannr S01fIY IOY III( IYNPUIi1 Yss CIININ[ U4N SYaYY. fell sulail In 4au u.l al listsOUR 1.00 IINU144CIly.11. 11111-1 I:Ilarurlrl IUN AYT rAY 11CYl AN tlY1101YG V. fill aI;XNNolrlllll III Illi YYIt WIN, III%IIAl a. rla 1'l1A/ IAI f! Crr Ahf1UC AY.111PI 1 look aft 11NY / F:TI,3 Scale-.25N/Ft. REF R081--87283 DATE 04/05/00 DR W Ncusnael 00092108 HC-ENG VB/WPF SEQN - 11287 FROM _ JRIi S (41552-M37 3380A - ET14 TOP CHORD 4x2 SP 2400f-2.OE BOT CHORD 4x2 SP 2400f-2.OE WEBS 4x2 SP #3 1 SPECIAL LOADS - -(LUMBER OUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) TC From 100 PLF at 0.00 to 100 PLF at 11.58 TC From 257 PLF at 11.58 to 257 PLF at 19.31 BC From 10 PLF at -0.12 to 10 PLF at 19.31 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIR-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.44" DL: 0.15". TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. _2.75" 1 � -- -9-3-0 --1 1 9-1 1 1, - Typ; W4X8X-88 W1X4(R) 0-7-0 T W1X4(R) W4X8 W2 X 4 III R-1297 W=6" W-W3X6 W1.5X4 N W4X6 = W4X4 = W3X4 = W2.5X4 = W2.5X4 = W4XG = W5X8 = W2X4 11 W4X6 W4X4 = W3X4 = W2.5X4 W4X4 = W5X8 W5X8 a W1.5X4 N. W-HS2514 19-5-4 Over 2 Supports 'I PLT TYP. High Stren th Wave TPI-95 R Design Criteria: TPI STD **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO 0I8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, $83 D'ONOFRIO OR.. SUITE 200. MADISON. NI 63719). F04 SAFETY PRACTICES PRIOR TO PCsFORyING THESE FURCT IONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL NAPE PROPERLY ATTACKED STSUCTURAL PANELS. BOTTOM CRORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `*IMPORTANT"* FNRNIS9 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODOCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BKILO THE TRUSSES IN CONFORMANCE WIT TPI: OR FABRICATT MS. HANDLING. SHIPPING. INSTALLING ANO ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS SITU APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIF ICATIOK PUBLISNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A AS TM A663 SK40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED OR IRIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON TNIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEE4ING Products, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IRE SUITA81LITY AND USE Of THIS AlpineHFAigin a,�FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IN( BDILOIN6 DESIGNER. PER ANSI/TPI 1-1996 SECTION 2. R-2042 W-4" T 1-4-0 i 19.Ob2 HI/1/-/-/E/-/- TC LL 40.0 PSF tSRPF IF TC oL 10.0 PSF ,t;'wTL 8 BC D L BC LL 5.0 PSF 0.0 PSF ° STATE Or- `QOTO /" N �. TOT LD. 55.0 PSF DUR.FAC. 1.00 SPACING SEE ABOVE 0 \a 9-4-0 Scale-.375*/Ft. REF R081--47191 DATE 06/26/01 DR W HCUSROBI 01177226 HC-ENG VB/AP SEQN - 1585 FROM RA (41552-M37 3380A - FT15 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 IITRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. T W1X4(R) -3-0 1 NNN .QX�-...�._.��..FA► W2X4 UI R-1063 W-6" W4X4 = W—HS2510 = 19-5-4 Over 2 Support Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Stren th Wave TPI-95 Desi n Criteria: TPI(STD *`YARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, )WALLING AND BRACING. REFER TO H1B-91 RAdOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NST ITOTE. 583 O'OYOFR10 DR., SU ITC Z00. MAGI SON. YI 53)t9). FOR SAFETY PRACTICES PRIOR 70 PERFOAHIM6 THESE FUNCTIONS. UNLESS OIHEAYi SE INOCCATEO. TOP COORO SMALL HAVE PROPEALT ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILINS. P"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO IRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BtlILD THE TRUSSES IN CONFORMANCE YITN TPI; OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND RACIN6 OF TRUSSES. THIS OES169 CONFORMS YITN APPLICABLE PROVISIONS OF NOS (NATIONAL OESI6 ALPINE BN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AUG PAPER. ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIR A6S3 U40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS GIN( RRISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER DRAWINGS i60 A I. IRE SEAL ON T015 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL f461NEEKING Al%L10 nett Cd P[odU0TN, 1uo RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW N. THE SUITABILITY AND USE. OF THIS P COMPONENI FOR ANY PARTICULAR BUILDIN6 15 THE RESPONSIBILITY OF THE 8UILOIN6 OESI6NER. PER TTo...... riw RI i'tRdd ..-- .-.. - - . --_ .. � f THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240,00 TOTAL LOAD. 2.75" -1- 9-1-8 i W1X4 M W1X4 M W04 = W06 = 1-4-0 W2X4 III R-1062 W-4" 19.Ob2 TC LL 40.0 PSF 1T?�4Y TC DL 10.0 PSF *J N0•� B BC DL 5.0 PSF 8C LL 0.0 PSF 0, STATE Or TOT.LO. 55.0 PSF � oivAL DUR.FAC. 1.00 _ CDAr IA1G 9A A* 8-0-0 v Scale—.375"/Ft. REF R081--47189 DATE 06/26/01 DR W HCUSR061 01177227 HC-ENG VB/AP SEON - 1579 FROM RA (41552-M37 3380A - FT16 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 F V THIS OWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MMFR_ + 2x6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DEFLECTION FLEETS L/1360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 5 6-2 _1 22.825-+-4-1-9� 15.(0�210 Typ. I' W3X4 = W1X4(R) $ W1X410 W3X4= T 0-7-0 T 1-4-0 +9-4-0 1I W1X4 (R) = W2X4 N 11-6-8 Over 2 Supports R-425 U=180 W-6" R=422 U=180 Note: All Plates.Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI ST *WARNING" TRUSSES REQUIRE EXTREME CARE IM FABRICATION. HANDLING, SNIPPING. INSTALLING AND BR A[Ik6. REFER TO HIO-91 (HANDLING INSTALLING AND BRACIMGI. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, $83 D'OMOFRIO OR., SUITE 206. MADISON. WE 53119), 1`02 SAFETY PRACTICES PRIOR. TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $WALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 1111$10 CFILIN6. "I"PORT ANT- FURNISH A COPY Of THIS OESIGN TO THE INSTALLATION CONtRACTOR. ALPINE ENGINEERED PROOUCTS.,IMC. SHALL NOT BE RESPONST 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 OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN =/ SPEC iFICAiION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MADE Of 206A ASTM A653 6140 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER ORAWINGS 160 A 1. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS P l.'Ia EXI m `d Products, COMPONENT FOR ANY PARtICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER City, ANSI/TPI 1-1996 SECTION 2. 19.Ob2 QTY:3 ys„pT1FiG,q�'�Y,I, No BcY. STATE oiov'RA. FL/2/ /-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DIIR.FAC. 1.25 SPACING 24.0" v Scale—.375"/Ft. REF R081--5562 DATE 11/08/00 DR W HCUSR081 00313188 HC-ENG /JWC SEQN - 2367 FROM ROG (41552-M31 3380A - FT15G i TOP CHORD 4x2 SP 240Of-2.OE BOT CHORD 4x2 SP 2400f-2.OE WEBS 4x2 SP #3 i SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.—I.00) TC From 100 PLF at 0.12 to 100 PLF at 19.44 BC From 10 PLF at 0.00 to 10 PLF at 19.44 TC 719 LB Conc. Load at 11.69 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REOUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.46' Ol.: 0.16'. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 21.946' � �---—7-11-14 -7-7 1,5' Typ; r--� W-W3X4 W08 = W3X6 W1X4 (R) W4X6 = W3X6 = W3X6 - W2X4 III W3X8 = W06 = W4X8 0-7-0 I-4-0 -T �_ +8-0-0 W1X4 (R) W6X8 W6X6 = W5X5 - W3X6 m W4X6 = W4X6 III W5X5 = W6X6 W6X8 = = - W3X6 III W-W3X6 W3X6 III W-HS2510 = 19-5-4 Over 2 Supports ®R R-1350 Wa6' R=1495 W-4' PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STI WARNING* ` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIG-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE IN ST'TO TE. $83 O'ONOFRIO DR.. SUITE 2043. MADISON. WE 63719). 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 R1910 CEILING. •IMPORVAN T" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *PRODUCTS. INC. SHALL NO1 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE PITY IPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING ANO ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MADE Of YOGA ASTM A653 G940 DALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OW THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A"1. THE SEAt ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine ELL ineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS CONPOKENT DESIGN SHOWN. THE SUITABTLI/Y AMO USE Of 1H1S P d CONPONEYT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOING CESI6NER..PERIn 19.0112 HI 1 - E Scale -.375" Ft. (pRPF y�iIF> �,,, ;*.• "D.2 :* B Q•. STATEOF 'roN -- - TC LL TC DL BC DL BC LL TOT.LD. 40.0 10.0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF R081--47190 — DATE 06/26/01 DRW HCUSROBI 01177235 HC-ENG VB/AP SEON - 1582 DUR.FAC. 1.00 FROM RA CDArTWa CFF Annur (41552-M37 3380A - FT20G } TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, 58C, ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. [--2 - 10 - 8---j7+—. 2-10-8--d li TYp. W2.5X4 W3X6 = W2.5X4 = W3X6 = T T 1-4-0 1-4-0 9-4-0 ;S:W3X04W1X4 M W3X4 - W2X4 N W1X4 0 W2X4 IN —6-4-0 Over 2 Supports—� R-1017 U-480 W-4" R-719 U-360 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMIIIED BY TRUSS MFR. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.a1.25) TC From 54 PLF at 0.00 to- 54 PLF at 6.33 BC From 20 PLF at 0.00 to 20 PLF at 6.33 BC 422'LB Conc. Load at 0.48. 2.48. 4.48 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. �p PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 4TY:1 FL 2 - E - - Scale —.3/5" Ft. ALPINE Alpine Engincefed PEod11Ci.S. Inc. Ebro R City, FL 33M4 *WARN ING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION.- HANDLING, SHIPPING.. INSTALLING AND BRACING. REFER TD NJ 91. (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSif TMTE. 583 O'ONOFRIO OR.. SUITE 200, MAOISON,. YI 53I19), FOR SAFETY PRACTICES PRIOR TO PERFORMING Tot SE fUWCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STIOCT09AL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 11618 CEILING. "IMPORTANT" FURNISH A COPY Of TNIS DESIGN. TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BEST"; ANY EAILBRE TD 89118 THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NANKING. SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DES16N SPECIFICATION PUB'ISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 206A ASTM A653 6240 GALV. STEEL, ETCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. IME SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of 1015 COMPONENT FOR ART PARTICULAR BUILDING IS TUC RESPONSIBILITY Of THE 691LOING DESIGNER. PER ANSIFT►1 I-1295 SECTION 2. � P R f *,• N0. ;* B STATE '� bWAI. TC L L 20.0 PSF T C D L 7.0 PSF BC DL 10.0 PSF B C L L 0 . 0 PSF T 0 T . L 0 . 3 7 . 0 PSF REF R 08 1 - - 5 5 6 4 DATE 1 1 OS 00 D R W HCUSR081 00313189 H C - E N G / JWC S E Q N - 2369 OUR . F AC . 1.25 FROM Rog S PAC I NG 2 4.0 " (31749-5114 3380A - fT11) TOP CHORD 4x2 SP 12 N 801 CHORD 4x2 SP J2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1111S DWG 1'RIPAIIIII IROM C0H11111111 INI'll1 (10AOS E DIHENSIONS) S111111I11E0 lay' TRUSS HER. SEE 1116-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360,00 LIVE AND L/240.00 TOTAL LOAD. 5-6-0 10.5 5-6-0 15" Typ. i - W3X6 s W)X4 (R) » WTX4(R) a W2,5X4 9 W3X4 - W3X4 ® W2,5X4 W3X6 vm 0_ 7 - 0 W1X4 (R) Em Wsx4 - W1 .5X4 IA W2.5X4 = W2X4 N W2X4 W W1X4 (R) rm it 11-10-8 Over 2 Supports — R-641 W-6" R-641 W-6" PLT TYP. Wave TPI-95 R Deslgn Criteria: TPI(STI ••MANNINC," IRUW S R(OU 1 RI IIIItof CARf IN (Atli ICAI[ON, $AUDI INC, SNIPP UC, INS(AIIINC AND YNAC f o6. AIII4 14 wltl'YI (wAY1N iNG INSIAII III AMD USACIN6►, OUR1 ISN111 tll IPI (INYSS YI A11 1n IIlUI[, Stl] U'UYUI NIO ON., sa{11 POO. NAOI SOY, YI SL INI. fua 5Alllr YN ACIICIs PAI4N 10 rIw16ANlw6 foist fuNC non. "w1(SS 01N(N"1st INDICAIf O, for COO40 SYAII NAZI YNISF11/l Al1 ACNt0 sI9YC1"" Nw[1S, tlOfIGN CNOoO 'Nail NAr[ A IROP(Ntf AtIACatO ■1G10 CI IfIN&. •-IfD'ONT AN I•• lYRNISN A Corr Uf IYIS 111S16N 10 101 INSIAIt AIION CONIRACf" . At PINt IR61Nifalo ►otIOUCIS, INC. fNAll 001 Y( Rf1P6Ns1611 109 All Ot(IAII411 1111111 lots IIt SIGN; ANr IAIINNI 16 NUI10 tout tRUSS[S IN CONEORtuact Will IP1: I* IANNICAIIw6, wASOt for. 1NI►r1N4. INSIA11 ING AND' 7A L P I N E 1 OAAC IN6 0! tNYSS(S. INIS 01SKII t0N1 WNS YIIo ArP11CAOI[ rNUIIS10Ys !N aDS (NAIluYA1 OI:ILY SPICII ICAIION Pilot ISOM Of 181 AWNICAS 1041t SI AND VAPtN ASSMIA11611) AND 1111. Alrl Nt CtlYR(CIONS ARt NA11( Of TOGA ASIN AASI GN44 6A11. Slltt, ISC(PI AS NOIID. AYPIt cONllt oltl5 IU tic fact of t►uSS, AMU oNl15S ulallY(S1 iuc AIIo OttINIS 01516N, rUStIION COYNf1.14"Is PIN PSAVINGS t00 A-l. IN[ SIAI 6o $Uf$ ONAYf NG INOICAIIS ACCIPIANCI Of tRO11SS1oYAt INI:i N11RIN6 IIUIty,('1. N(.lIIN5YP6OYYI[111 Aall" U11 INUlSS NCNON1n III S16t SNONN. tat SNIIANII Ill ANTR/1 Of IwliAlpiDInbinlC(C(I P(cxllCl1s, 111c. NI 1UR SI PA1I1UN1.1 tot NI P4NSIY11111 Of INI NN11Ufo4 D11lNIw, PIN11R1 A"C1010-/ 1 fYYS 11 f.1fuM 0-7-0 +8-0.0 19.Ob1 sR'�a%�ti O sun OF F( �ASbTVAL� Y:2 FL l E TC LL 40.0 PSF TIC DL 10.0 PSF 8C-OL 5.0 PSF BC LL 0.0 PSF TOTAD. 55.0 PSF DUR.FAC. 1.00 en arrt/n nA nV T 1-4-0 Scale-.375"/ft. REF R081--87592 DATE 04/01/00 ORW IICIISR081 00092162 HC-ENG JWC/WPF SEON - 11329 FROM JRH O A, (11749-5114 3300A - FTIO) TOP CHORD 4x2 SP /2 N BOT CHORD 4x2 SIN #2 N WEBS 4x2 SIN /3 REFER TO DRAWING 657.275 OR 657,275E OR 1.153.783 FOR GABLE DETAILS NOTE: CONNECT BOTTOM CHORD FOR 300 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACUEO TO TOP CHORD. NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE ORILI.EO THROUGH VERTICALLY FOR UP TO I* DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF TIIE DRILLED 11OLE AND ATTACIIEO WITH (2) 160 NAILS EACII END. W2.5X4 la W1X4(R) to 7- 0-7-0 W1X4 (R) a W2X4 III f 2400# W10X10 I® W4X4 III W2X4 M W2.5X4 o W06 0 R-614 PLF W-11-10-8 IIIIS 91,16 I'llI PATH D 1 RON COMI'llII It 11111111 (1 OAKS 6 OIHLHSIOHS) SIIRHI IIEU nY TRUSS HI-R. SPECIAL 'LOADS - ---(LUMBER DUR.FAC.-1.00 / PLATE OUR.FAC.a1.00) TC from 210 PLF at 0.12 to 210 PLF at 7.00 TC From 700 PLF at 7.00 to 700 PLF at 11.75 8C From, 10 PLF at 0.00 to 10 PLF at 11.88 TC * 2400 LB Conc. Load at 7.00 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS 1411ST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W2.5X4 1.11X4(R) I= 0-7-0 1-4-0 6 9-4-0 WIX4 (R) 10 W3X4 - W2X4 N 11-10-8 Over Continuous Support - Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STO 19.0b1 _ •*MARK Ifir INtl5515 1(OYINI (112IY1 CA/1 IN IANNICAIIUN, RANO(ING. SN1PrING. UISIA111YG hall �— YYACIRG. AfflN to YIY 11 ("AYYlisf. Is"A/f IYG ANTI tlR u; INGI• rbIf1 ISN1Y NI I" IIYY.S rl All INSIIt01I, %a] "NOf N10 IN., SRI It 200. RA0I SYY, YI 571191: r011SAl Ill PR►CIIi1S Pr IYt 10 H t1YNs1Y4 IRIS( FUNCIIONS. Nails$ o1YUYISt INOtCAt•O. IOP CRORO SNAII liANN Paarllgf AIIACl11Y p F S IRYC IYa AI PAYIIS. 601100 CRORD SSAtt *Ali A PROP(RIN AIIACOfO rIGIO CIIIIYG. ,Q1TIF •� '• IM1'11RIAYI•• 1YYs1S0 A Cott Of IYI$ YISIGY r0 IIO IIISIAIIAIIOY COb IRACIIN. AIPIYI INGlallalll PROUYCIS. I1C. SYAII ... b( r11I..j.Y1l I" ANN UINIAIION (O011 INIS IIISIf.N; ANI IAllbtl Ill �• NO• f-- tlYI10 Ill( INO$ fS IN CORI ONOANCI YIIN I 1; lIN IAUK ILAI ING. MANIA IN(, SR IPP I4r. 1NS1A11 ING Aso p 1—_ ALPINE 'RK'YG Ot IttlSsrs. IRIS RISM11 CUYIIMOS YIIO APr11CARIC [1OY15i0YD Ot bits (YAIIUYAi YI SIfr D S/IC11 IC altos PONI IsatO of lot AY(YtCAN lllstll A00 PAPIt ASSYCIAIfur) AftO Irl. Alr1Yl f, COYN(CIOAS At/ RAN Of Z"A ASIR AGb) GY10 GAIN. 5110. IIC(PI AS 40110. A►Pit COYNICIONS 10 •STATE OF (ACY (AtE Of INaSS. AND uYIf SS RIRI 1Y1 sl. IOCAI(0 04 INIs Ot SIGN, r0SI1114 CONr(CIOYS Pit P"VIRGS Ito IA. lilt SIAI bit IRIS (RAYING IYIII(IIII AC41PI14r.1 ill PNAIISSIONAI 1Of.lYIIYIY(. �OIMAL- Alldtu Frigiluxral Pr(x(l(cls, 111c. RISPUNSIYIf 11r SOI(11 l01 lilt NOR" CORrab1Nl o"IGY SN1Wr. lilt oYIl Abli lli A911 0•.1 ill 1015 llalf11a11'IlY,F1. 11N1d I;RRPR1f1 I ION ANt PANIILOIAN NYltulbG 1: to" RI'.PY4,40111if W lilt NN11111Y1. YI:U.NIY, rill AN:IIYPI f ibtitb :1111UN 7 F-r(s FI-1 1i Scale -.375' Ft. TC LL TC OL BC DL OC LL TOT.LO. 40.0 10.0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF R061--87290 DATE 04/05/00 ORW IICUSROUI 00092195 IIC-ENG VB/WPF SEQN - 11311 OHR.FAC. 1.00 FROM JR11 SPAC I N6 tiff- ARM A (41552-M37 3380A - FT19 ) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 620 PLF at 0.13 to 620 PLF at 2.77 BC From 10 PLF at 0.00 to 10 PLF at 2.77 REFER TO DRAWING 657.275 OR 657,275E OR 1.153,783 FOR GABLE DETAILS. NOTE: CONNECT BOTTOM CHORD FOR 300 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD. NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1' DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (21 160 NAILS EACH END. W2X4 M W1X4 W W1X4 (R) m W2.5X4 IN _ T 0-7-0 1-4-0 +9-4-0 W1X4(R) W1.5X4 IB W2X4 I W2.5X4 m 2;9 1 Ove� r Continuous Su port R-602 PLF Wa2-9-4 PLT TYP. Wave TPI-9 A Alpine EngiF products, IDS.Hain& City, FL 33844 THIS DWG PREPARED FROM COMPUTER INPUT ([.DADS 8 DIMENSIONS) SUBMITTED BY TRUSS,HFR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. FASTEN RATED SHEATHING TO ONE FACE OF THIS TRUSS. 5 Design Criteria: TPI(STD •WARNING" TRUSSES REQUIRE EXTREME -CARE 111 FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO IB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPi (TRUSS PLATE INST IiUTE, 5a3 0'0:0fa 10 D1., SUITE 200. MADISON. WI 53719), FOR. SAFETY PRACTICES PRIOR 70 PER fog"116 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLT ATTACHED STRUCTURAL PANELS. BOTIOH CHORD SHALL HAVE A PROPERLY ATTACHED 91610 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 TP1; OR FABRICATIMG. 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 TP1. ALPINE CORRECTORS ARE MADE OF 206A ASIR A6S3 6240 GALV. STEEL, EXCEPT AS NOTED. .APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR All IN65 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PRQfE5510NAt ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE Of THIS COMPONENT FDA ANY PARTICULAR BUILOIN6 IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ►NSl770-1 I-199S SfCT1O9 P. 18.2f3 OTY:1 OR P 0• STATE OF TONAL FL/2/-/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING SEE ABOVE `1 * 1-4-0 Scale—.375"/Ft. REF R081--5565 DATE 11/08/00 D R W HCUSR081 00313190 HC-ENG /JWC SEON - 10947 FROM RDG s 47521-P72 3338E - M1 . % THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x6 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE B01TOM CHORD. THIS GIRDER DESIGNED TO SUPPORT A 18-8-0 SPAN HIPSET WITH A 7-0-0 SETBACK SYMMETRIC 11 HIP FRAMING TO THE BOTTOM CHORD AT 4-8-0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2-0-0 SPLIT LOAD. 3X810 3-10-3 18-9-14 3X4(Al) _ —7-0-0 Over 2 Supports—� R-1358 U-760 W=4" R-1523 U-892 100 MPH WIND, 20.92 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC OL — 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GIRDER SUPPORTS 18-&-0 SPAN TO BC ONE FACE AND 1-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0) PLT 1YP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 _QTY:1 HI 1 E - Scale —.375" Ft. ALPINE Alpine Enginccred Products, Haines City, FL 33844 FLCatificateofAuthorization #567 Inc. ""WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. RFF ER TO HI 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. 593 O-ONOFRIO OR.. SUITE 200. MAOISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FURCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '1M URTANINC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. [XC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD IE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYI SIGNS OF NOS (NATIONAL DESIGN SPEC If ICATION PUBIISHEO DY THE AME0.ICAN FOREST AftPAPER ASSOCIATION) NO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHER WISE LOCATED ON THIS DESIGN. POSITION CONNECTOR$ PER DRAWINGS 160 A•Z. THE SEAL ON THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRO55 COMPONENT DESIGN SHOWN. THE SUITABILITY A00 USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. P.F �ti T�f�G�) � *,'� NoF B V STATE AF '�+ �� 70N I —' T C T C BC BC T 0 T L L D L OL L L . L D . 2 0.0 7. 10.0 0.0 37.0 0 PSF P S F PSF PSF PSF REF R 08 1 - - 5 8 1 7 9 DATE 1 2/ 2 3/ 0 2 DRW HCUSR061 02357179 H C - E N G C H 3 / MM A S E Q N - 3343 D U R . F AC . 1.25 FROM S C H SPACING SEE ABOVE J R E F 1 R Y T 0 8 1 _Z 2 7 (47521 P72 3338B - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 120 MPH WIND, 21.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCOL-5.0 PSF, WINO BCOL=5.0 PSF A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X4* 2X441 6 F— —I 6 18-9-14 3X4. 3X4= 2X4(A1) = 2X4(A1) 241i R=745 U-393 W-4" -4-0 18-8-0 Over 2 Support -4-0 " R=745 U-393 W=4" Q_'5 PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) Ver: 5.05 OTY:1 HI I R - Scale-.3125" Ft. ALPINE --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING). PUBLISNEO BY TPI (TRUSS PLATE IN ST IIUT E. 683 O'ONOFRIO OR.. SUITE 100. MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO PERF ORM[NG IHE SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOItOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -"IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOI BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WI TN TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRAG[NG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS SPEC IFICA110N PUBLISHED BY IHE 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 -I. THE SEAL OW THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EKGINEERIMG yER p �:�-(��j�) •��i�� 0. yn"r�TE of L� 8`�roNAL T C L L 2 0.0 P S F T C O L 7.0 PSF BC DL 10.0 PSF BC L L 0.0 PSF T 0 f L D . 37.0 PSF R E F R 08 1-- 5 8 1 7 2 DATE 12123102 DRW HCUSROBI 02357173 H C - E N G C H 3 / MMA S E O N - 3339 DI1R . F A C . 1.25 Alpine Engineered Products, Inc. Haines City, FL 33844 FLCatificateofAuthorizationit567 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 1. -- SPACING 24. 0 " J R E F - 1 R Y T 08 1_Z 2 7 41521-P72 3338B - C4) • A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N I BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 INFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 120 MPH WINO, 21.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B. WIND TCOL-5.0 PSF, WIND BCDL=5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *18-9-14 I 1 0 9-4-0 I 9-4-0 _I 18-8-0 Over 2 Supports j R=749 U=398 W-4" R-687 U=323 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 OTY:3 HI 1 - R - Scale —.375" Ft. ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL certificate of Authorization N567 ""WARNING-" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO RIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 0'O NOFR[0 00... SUITE 200. MA0 [SON. WI 53119). FOR SAFETY PRACTICES PR[OR TO PERFORMING THESE FUNCTIONS. UNLESS 0TNERWIs[ IWOICATEO. 10P CNORO SHALL HAYE PROPERLY ATTACHED STRUCTURAI PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT•' FURNI SN A COPY Of iW [S OE SIGN TO iNf INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD IHE TRUSSES IN CONFORMANCE YITN TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFICAIION PUBLISHED BY IN AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AMADE OF ZOGA ASIM A653 GR40 6ALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO RE EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY 50LELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY AND USE OF THISAI COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TFI 1 1996 SECTION 2. �'(EH p e `�'Y} , 8 �'. STATE OF '�l .�+AZORVOr Al -' -- T C T C BC BC TOT L L D L DL L L . L D . 20. 0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF PSF R E F R 0 8 1-- 5 8 1 7 3 DATE 12123102 DRW HCUSR081 02357174 H C - E N G C H 3 / MMA S E Q N - 3336 D UR . F A C . 1.2 5 SPACING 24.0N JREF - 1RYTO81_Z27 Icnnne_LAoi �� 1 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MfR. TOP CHORD 2x4 SP 2400f-2.OE J2 2x4 SP #2 N: :T3 2x4 SP #1 Dense: BOT CHORD 2x6 SP 2400f-2.OE :82 2x4 SP #1 Dense: WEBS 2x4 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 7.00 TC From 116 PLF at 7.00 to 116 PLF at 10.33 TC From 54 PLF at 10.33 to 54 PLF at 30.00 BC - From 20 PLF at 0.00 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 10.33 BC from 20 PLF at 10.33 to 20 PLF at 29.00 BC 452 LB Conc. Load at 7.00 BC 2049 LB Conc. Load at 10.33 W12X14(R) 9 W 0X 100 MPH WIND, 20.67 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W04 = W2X4 t{I W3X6 = W08 *18-9-14 - ... - . ,.., 1 - W08 (63) W2X4(C2) 1-0-0 ri° I 7-0-0 I 15-0-0 I 7-0-0 _I R-2997 U-1731 W-4' 29-0-0 Over 2 Supports I R-2041 U-1184 W-4' T PLT TYP. Hi h Stren th Wave TPI-95 Design Criteria: TPI STD 19.5b OTY:1 HI 1 E - - Scale -.25" Ft. •+WARNING— TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING. SNIPPING. INSTALLING AND TC L L 20.0 PSF R E F R 08 1-- 4 8 1 9 0 BRACING. REFER TO HIS-91 (HANOLf NO INSTALL INO AND BRACING). PUBLISHED BY IPI (TRUSS PLATE INS IITOf E. 563 D'ONOFRIO OR.. SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OI""INISE INDICATED. LOP CHORD SHALL HAVE PROPERLY ATTACHED _ T C D L 7.0 P S F DATE 09 / 1 2 / 0 1 S IR UCfURAL PANELS. B0 r ION CNORO SNAIL NAYS A PROPERLY ATTACHED RIGID CEILING. p F�(r _1MPORTAMI_ F00MISR A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED JC9�y BC DL 10.0 PSF DRW HCUSROBI 01255125 PA00 UCi5. INC. SNAIL N01 of RE SPOMSIBLE FOR ANY OEVIATI ON FROM THIS DESIGN: ANY FAIL UAE TO *�� R' _- BUILO THE TRUSSES IN CONFORMANCE VI TN TPI: Oa FABRICATING, HANDLING. SNIPPING. INSTALLING AND B B C l L 0.0 PSF H C - E N G LIW C ALPINE BRACING DF TRUSSES. THIS OESIGN CONFORMS WITH APPLICAOLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFICAT too PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAOI OF TOGA ASTM AGS3 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O:, �Q'rA'IEOF y' TOT. LD. 37.0 PSF SEON - 14829 EACH FACE OF TRUSS. AMO UNLESS OT NERY ISE LOCAfEO ON 1NI5 DESIGN. POSITION CONNECTORS PER �.Rrr ORANINGS 1Ti0 A I. THE SEAL ON I1115 OKAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING dYjjNAt D JR . F AC . 1 . 2 5 FROM W B Alpine Engineered Products, Ina. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FDA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING S E E ABOVE FL Certificate of Authorization N 567 1 ANSI/IPI 1-1995 SECTION 2. TSnnnil-1417 11RnR - R9 1 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 801 CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 100 MPH WIND. 21.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED' WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL — 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X6 = W4X4 = W4X4 W2X4 L W2X4 0 6 r -I6 18-9-14 W4X4 = W5X5 = W3X8 = W4X4(A2) W4X4(A2) 1-0-0 - 1-0-0 9-0-0 I 11-0-0 I 9-0-0 ,1 R-1127 U-564 W-4' PLT TYP. Wave TPI- ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of Author— 'on # 567 29-0-0 Over 2 Supports R-1127 U-564 W=4" 5 Design Criteria: TPI STD 19.5b _ QTY:l HI 1 - E - Scale -.25" Ft. •WARNINGAA TRUSSES REQUIRE EYTR[HE CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER 10 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 PSF R E F R 0 8 1-- 4 8 1 8 5 DATE 0 9 / 1 2 / 0 1. INSTITUTE. 5B3 O'ONOFRTO DR.. SUITE 200. MA01S0N. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERT ORMI MG THESE FUNC 7ION S. UNLESS OTHERI SE IND ICA TEO, TOP CHORD SHALL HAVE PROPERLY AtTACHEO S iR UCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATIACHE0 RIGID CEILING. `IMPORTANT•` FURNISH A COPY OF 1915 DESIGN FO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t(c�R P, �,. y Vfi r�• * •* T C BC p p C D L OL L L 7.0 10.0 0.0 PSF PSF PSF DRW HCUSRDBI 01255121 H C - E N'G JW C S E Q N - 4477 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AIPT NE CON NECI0 S ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EECEPT AS NOTED. APPLY CONNECTORS TO E ACN FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PERa•AZQq�f/y E01 AWINGS 160 A 1. THE SEAL ON IRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Io*z (,(j_�y/fT' �' A,7 TOT . L D . 3 7 . 0 PSF D U R . F A C . 1.2S FROM W 9 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS__ - SPACING 24.01. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 1996 SECTION Z. a n I —A, I..nnTCO TMDIIT lI AAnC P. mmrrVzmmzI CIIRMITTF❑ RY TRUSS MfR I7VUU4'MJ7 SJCS LItl [SS ) 'TOP CHORD 2x4 SP #2 N 'BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W3 2x4 SP #2 N: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 100 MPH WIND, 21.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED , WITHIN 8.50 FT FROM ROOF EDGE. WINO TC DL a 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X6 = W4X4(A2) W4X4 (A2) 1-0.0 1-00-0 I 11-0-0 I 7-0-0 I 11-0-0 _1 29-0-0 Over 2 Supports R-1127 U=562 W-4" R-1127 U-562 W=4' 18-9-14 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5b QTY:1 HI 1 E - Scale —.25" Ff. ALPINE Engineered Products, Inc. *•WARNING" TRUSSES REQUIRE EXTREME CARE 11 FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10 HIB-RI (HANDLING 195TALLING AND BRACING). PUBLISHED DY /PI (TRUSS PI LATE INSTITUTE. 5" IT .OFRIO OR., SUITE 200. NAOI SON, WIS3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCI URAL PANELS. BOiiOM CHORD SNAII HAVE A PROPERLY ATTACHED RIGID CEILING. ••I HPORrANT•• FURMISM A COPY OF IRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED pit UCI S. INC. SMALL H01 BE RESPONSIBLE FOR ANY DEVIATION FRO" THIS DES16N: ANY FAILURE TO BUILD TXE TRUSSES IN CONFORMANCE WITH iP1: as FABRICATING. HANDLING. SKIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY INE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASIM A663 Ga40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PC DRAWINGS 160 A 1, IRE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I1Y FOR INE TRUSS COMPONENT DESIGN SHOWN. INE SUITABILITY AND USE OF THIS .j�? F wjf M�� /L NIL /J __.* B (��'��I '��'Fj` Et� Q STATE OrF �� b1uw��' T C T C BC B C TOT L L D L O L L L . L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F PSF R E F 08 1-- 4 8 1 84 _R DATE 0 9 / 1 2 / 0 1 D R W HCUSR081 0)255120 H C - E N G / J W C S E Q N - 4474 011R. F AC . 1.2S FROM we S PACING 2 4 . O Alpine Haina City, FL 33844 FL Certificate of ALlthonzation 0 567 RE sPONSIBIL SOLELY COMPONENT FOR ANY PARTICULAR BUILDING IS IRE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI / I P I 1.1996 SECTION 2 . (50004-M37 3380E - B4 } t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, W4X4 W4X4(A2) 100 MPH WIND, 22.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND IC OL — 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 =_ t-o-o I 13-0-0 I 3-0-0 I 13-0-0 _1 R-1129 U-561 W=4" 9-0-0 Over 2 Supports _I I R-1071 U-498 W-4" 0 PLT TYP. Wave TPI-95 Design Criteria: TP[ STD 19.5b QTY:1 HI 1 E -WARN IRUSSES RE&IRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND T C L L 20.0 P S F BRACING. REFER 10 WEB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLAIE INST it Of C. $83 0'010FR10 OR.. SUITE 200. MADISON. NI 63719). FOR SAFETY PRACTICES PRIOR 10 l�/ T C D L 7 0 PSF PERFORMING TNESf FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORO SMALL HAVE PROPERLY ATTACHED STR UCIURAL PANELS. BOTIOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. - ,pia WP jA'�(�� . ••IMP OR TANI"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOYCIS. INC. SMALL NO1 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO FABRICATING. HANDLING. SKIPPING, INSTALLING AND Ttj ND ;Tk BC D L 10 .0 P S F ALPINE BtlILO IN E TRUSSES IN CONFOIIMANCE YI1N IPI: OR BRACING OF IRUSSES. (XtS OES14N CoFORMS WITH APPLICABLE PROVISIONS of THIS (NATIONAL OE514N B 1yFj�[t U W� BC L L 0.0 PSF SPEC If IC AiION PUBLISHED BV i"E ANEa'CAN FOREST AND PAPER ASSOC IAIIOa) AND iPi. ALPINE NOTED. APPLY CONNECTORS 10 d; A^� .Ey T 0 T L 0 37.0 P S F CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL. EXCEPT AS EACH FACE OF TRUSS. AND UNLESS OlHE0.WISE IOCAlEO ON IH[5 OE SIGN, POSITION CONNECIO0.S PE0. F;ZQp1- Ai- . . Alpine Enginoemd Produots, Inc. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPOM5181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS OUR . F AC . 1.2S Haines City, FL 33844 FL Celtilicate OE Audwdntwn tl 567 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILIIY Of IRE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. S P AC I NG 2 4.0 " SCale -.25"/Ft. REF R081--48183 DATE 09/12/01 D R W HCUSR081 01255119 HC-ENG /JWC SEQN - 4470 FROM WB (50004-M37 3380B - B5G ) P TOP CHORD 2x4 SP #1 Dense :T3 2x4 SP #2 N: BOT CHORD 2x6 SP 2400f-2.OE WEBS 2x4 SP #3 100 MPH WIND, 22.39 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS GIRDER DESIGNED TO SUPPORT A 31-8-0 SPAN HIPSET WITH A 7-0-0 SETBACK HIP MONO #1 HIP FRAMING TO THE BOTTOM CHORD AT 7-0-0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2-0-0 SPLIT LOAD. W4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTEO BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 5" o.c. WEBS : 1 ROW @- 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WIOXIO(R) /// W10X10(R) S 18-9-14 W4X8 (C8) = W08 = 1-0.0 I 13-10-8 II s 01 13-10-8 _1 29-0-0 Over 2 Supports =j R-7169 U-4302 W-4" R-8984 U-5364 W-4" PLT TYP. Hi h Stren th,Wave TPI-95 Design Criteria: TPI STD 19.5b QTY:1 H[ 1 E Scale —.25" ft. :-WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L.L 20 .0 PSF R E F R 08 1 - - 4 8 1 7 0 BRACING. REFER TO 018-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'DYOFRIO OR.. SUITE 200. MADISON. YI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCIIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED _�.�gq P R T C DL 7 .0 PSF DATE 0 9 / 1 2 / 0 1 S TRUCTOR AI PANELS. 801 TOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ''ppp 1'^••-. ••1MPORTANE•- FUR 'ITS" A COPY OF ENTS DESIGN TO INE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l M;t�`.% BC DL 10.0 PSF DRW HCUSR08I 01255106 PRODUCTS. INC. SHALL NOT SE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 *, �T No, ' BUILD THE TRUSSES IN CONFORMANCE WITH TPI: 09 FABRICATING, HANDLING, SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN B A/ B C L L 0.0 P S F H C E N G J W C SP EC IF ICAIION PU8LI514ED BY THE AMER ICAN FOREST ARD PAPER ASSOCIATION) AND TPI. ALPINE (� CONNECTOR5 ARE MADE OF 2OGA ASTM A653 GRAD DALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �� STAi'E OF I T 0 T . L D . 37.0 P 5 F S E Q N - 4580 EACH FACE OF TRUSS. AND UNLESS OTNERYISE LOCATED ON IN[S DESIGN. POSITION CONNECTORS PER 'L.RoA►.. �'' DRAWINGS 160 A 1. THE SEAL ON IHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIN€EKING `��NA1 OUR . F A C . 1.2S FROM we Alpine Engineemd Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AMD OSE OF THIS IIeEnGs Cityjl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FLctZifirateofAuthOdzsliOn$j67 ANSI/IPI 1 1995 SECTION 2. SPACING SEE ABOVE N. (50004-M37 33808 - HJ71 ) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE ( 3 ) 16d TOE -NAILS AT TOP CHORD. PROVIDE ( 3) 16d TOE -NAILS AT BOTTOM CHORD. 0-4-3 W3X4(Al) PLT TY ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Cxltificata of ALLdlori2ation a 567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 20.66 FT MEAN HGT. SBC, ENCLOSED BLOG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL 5.0 PSF. HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. SHIM ALL SUPPORTS Tb SOLID BEARING. 2-4-1 W4X4 4.24 r— 3-0-14 W2X4 = 19-6-14 W4X4 = 2.12 W4X4 = 18-9-14 J 9-10-1 4-7-12 5-2-4 --9-10-1 Over 3 Supports --� R-329 U-395 W-4.907' -9 5 Design Criteria: TPI(STO `HARMING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO 819-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPl (TRUSS PLATE INSTITUTE. 683 D'ONOFRIO OR.. SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL MAY( PROPERLY ATTACHED SIR UCIURAL PANEL 5. 8011OM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `IMPORTA"r`" FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR000CIS, INC. SHALL NO) BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUFLD THE TRUSSES IN COMFGRMANCE NIIH 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 TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND ONLE$5 OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEk DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENCINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/1P1 I. 1995 SECTION 2. 19.5b _ OTY:1 HI 1 - E - Scale —.375" Ft. JeffF B °• STATE OF TC LL TC OL BC DL BC LL TOT.LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R081--48191 DATE 09/12/01 DRW HCUSROBI 01255126 HC-ENG /JWC SEON - 4645 DUR.FAC. 1.25 FROM WS SPACING SEE ABOVE (50004-M37 3380E - EJ71 ) THIS OW6 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE ( 2 ) 16d TOE -NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE -NAILS AT BOTTOM CHORD. 100 MPH WIND, 20.67 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL o 5.0 PSF, WIND BC OL d 5.0 PSF. SHIM ALL SUPPORTS TO SOLID BEARING. 22-4-2 R-148 U-296 3-1-3 19-6-14 R-94 U-180 18-9-14 11-0-qj_ 7-0-12 _I 3-4-8 3-7-8 i-de-7-0-0 Over 3 Supports—� R-331 U-324 W-4' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5b 0TY:8 HI 1 E - Scale 6.375" Ft. *WARN ING•" TRUSSES NEOUIRE EXTREME CARE IN FABRICATION, RANOLING. SHIPPING. INSTALLING AND T C L L 20.0 PSF R E F R 0 8 1-- 4 8 1 9 2 BRACING. REFER TO N18-91 (HANDLING INSTALLING AND BRACENG). PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MADISON, IT S3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C DL 7 .0 PSF DATE 0 9 / 1 2 / 0 1 S IRUCIURAL PANELS. BOTTOM Cx040 SNAII NAPE A PROP ERIY ATTACHED RIG10 ff IL ING. t'{p��F .••IMPORTANT*• FOil A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED _(rAT�"+gj � BC DL 10.0 PSF DRW HCUSR081 0125SI27 PRODUCTS. INC. SMALL NOT BE RESPON51BLf. FOR ANY OE VIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONF00.NANCf WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO *• o M�ry�` B C L L 0.0 PSF H C - E N G / J W C 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 005 (NATIONAL OESIGN •W SPECIFICA I TON PUBLISHED BY IN E AMERICA0 FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GALV. STEEL, EXCEPT AS NOTEO. APPLY CONNECTORS TO O�, $TAIE QF 11/ TOT . L D . 37.0 P S F S E Q N - 4547 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OESI GN. POSH ION CONNECTORS PER • �(OR�. '"- ORANINGS 160 A.Z. THE SEA[ ON 1015 OhNING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ` bNAI D U R . F AC . 1 . 2 5 F R OM W B _ Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS IN[ RESPONSIBILITY OF INC BUILDING DESIGNER. PER S PAC I N G 24. O " 171.CatificateofAuthan2ation.N567 ANSIT/P1 1 1995 SECTION Z. t41�L1-Y/L j6.5oU - 111UL1) TOP CHORD 2x4 SP #2 N :TI 2x4 SP #1 Dense: BOT CHORD 2x4 SP 2400f-2.OE :B3, B4 2x4 SP #2 N: WEBS 2x4 SP #3 :W15 2x4 SP #2 N: CALCULATED HORIZONTAL DEFLECTION IS 0.17" 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. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W3X6 o TI W4X12(F1) _ 61— 3 W08 W10X10(R) % 1 n1.T UMU rnLrAnLU rnvrl l.vrtruILn II\r U! LLvnv . a7 a „ ,. , ..••.++ ..•... 100 MPH WIND, 20.67 FT MEAN HGT, SBC, ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WIND TC OL — 5.0 PSF, WIND BC DI. — 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) OR SCAB -BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6' OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 W4X4 = W6X6 = 1W3X8 = W3X8 = W4X8 .11 1. FAA_' I �. W4X4 # W4X4 = n -• n -r = W4X4 = 3 HS412 = W4X4 = W5X5 a 84 W5X8 = W4X8 = W4X4 N 18-9-14 1-0.0 .n, 7-0-0 24-8-0 7-0-0 11-2-0 13-6-0 31-8-0 Over 2 Supports R-2418 U-1355 W-4' R=2530 U-1384 Note: All Plates Are W0 4 Except As Shown. �1 PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI(STD) 19.5d HI 1 E - - Scale ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of Authorization 0567 *'YARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND WRAC LNG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 O'ONOFRIO DR.. SUITE .05. MADISON. NI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ►RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BWILO THE TRUSSES IN CONFORMANCE WITH TPI; ON FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACIN6 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 2OGA ASTH A653 GA40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED DN THIS DESIGN. POSITION CONNECTORS PER RINGAAZORVO RESPONSIBILITY SOLELY TFOR HE STHE TRUSS EAL 09 IC COMPONENT DESIGN S DRAWING ISHOWNES CEPTATHE SUITABILITY NCE OF OAND USE NAL IOfETHIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF INC BUILDING DESIGNER, PER ANSI/TPI 1-1996 SECTION 2. ,�tf A, �.� jW-97mmm 8 SF }w ' � '�LVAi ---..---- -- T C L L T C D L BC DL B C L L T 0 T . L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF PSF R E F R 08 1-- 1 9 6 3 7 DATE 01124102 DRW 14CUSROBI 02024387 H C - E N G V B / MM A S EON - 1249 OUR. F AC . 1.25 FROM K G S SPACING S E E AB 0 V E ranee uUD lg/ac1 r/c 33313D - Ay TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W2X4 W3X6(Al) 3 W04 G W3X6 - W6X6 = W2X4 N W5X5 = 100 MPH WIND, 21.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL - 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4 = W3X6 - pp-- A-� I - - "PAP, 3 W4X6 (R) III W4X8 = W2X4 III W4X4 = W5X8 Ta 1 4-1I0-3 1 18-9-14 ai 1-0-0 9-0-0 22-8-0 3-4-0 14-10-0 13 6-0 31-8-0 Over 2 Supports R-1238 U-604 W-4' R-1159 11-590 PLT TYP. Wave TPI-95 Design Criteria: TPI STO 19.5d HI 1 E Scale a.1875" Ft. **WARMING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 2 0.0 P S F R E F R 08 1-- 1 9 6 4 4 BRACING. REFER TO HIB-91 (NANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE DATE 01124102 I N STITO IE. 583 O'OMOFRIO OR.. SUI iE 200. MAD ISON. NI 53119). FOR SAFETY PRACTICES PRIOR TO P ERf 00.MlN6 THESE FUNCTIONS. UNLESS OIHERWISE ENOICATEO. TOP CXORO SMALL HAVE PROPERLY ATTACHED SeR P R T C D L 7.0 P S F DRW HCOSR061 02024388 STRUCTURAL PANELS. B01 TON CXGRC SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF IRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FAILURE TO ��1 /C� fCI" BC DL 10.0 PSF PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY BUILO 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 �P ; * N �/ B C L L 0.0 P S F H C - E N G V B / MM A ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AN0 TP[. ALPINE ((„��//�� , CONNECTORS ARE MACE OF TOGA hSTN A653 sat0 GALY. STEEL, EXCEPT AS NOTED. APPEY CONNECTORS TO Q� STATE OF !� T 0 T . L 0 . 37.0 PSF _ S E O N 1259 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 150 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING d�T� .....-�'�r D U R . F AC . 1.25 FROM K G S Yy�,t„.,,�" Alpine Engmoared PTvc}ucts IILU. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIFY AND USE OF THIS SPACING 24. ON Haines CIty, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ---- FLCuttficateO[ATn1WWilahonH567 ANSI/ TPI 1 1995 SECTION 2. * IF Tu,c nur_ nncnLDrn ronu rnmmlTFO TNPIIT (InAnS R OTMFNSIONSI SUBMITTED BY TRUSS MFR. 415"LI-rl'L 333135 - TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :WIO 2x4 SP #2 N: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W3X8 (Al PLT T W06 (R) % W4X4 = W5X5 = (*) 2 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. 100 MPH WIND. 21.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4 - W4X4 HI W3X6 = W4A4 = WnAd = PJ1+A0 = "cn W4X6 (R) III 100 11-0-0 20-8-0 3-4=0 14-10-0 13-6-0 31-8-0 Over 2 Supports _I I R-1238 U=600 W-4' R-1159 U-606 e TPI-95 Design Criteria: TPI STD 19. ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of AuthoriZation It 567 *YARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPP)NG, IISTAll IN6 AND BRACINb. REFER TO NIB 91 (NANOLTN6 INSTALLING AND BRACING). PUBLISHED BY FPI (TRUSS PLATE I RST [TtlTE. S83 D'ONOFRIO OR., SURE 200, MAO ISOY. NI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC BONS. UNLESS OTNERYISE [YOiCATEO. TOP CHORD SNAIL NAPE PROPERTY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R1610 CEILING. jeR PL`F ,.INPORTAN T_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FROM THIS DESIGN; ANY FAILURE 10 .�,. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION BU ILO THE TRUSSES iM CONFORMANCE WIT TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND *NO BRACT HS OF TRUSSES. THIS DESIGN CONFORMS YITN APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN SPECIFICATION PUBLISH ED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIRE O CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLT CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF ..A0RI0 DRAWINGS 160 A•1. THE SEAL ON )HIS DRAWING INDICATES ACCEPTANCE Of PROFES510MAL E06INEERING `roNAt RE SPONSI1, TLITY 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 SEC 1101 2. 5-10-3 18-9-14 HI/1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 _ SPACING 24.0" 0 Scale-.1875"/Ft REF R081--19646 DATE 01/24/02 DR W HCUSR081 02024389 HC-ENG VB/MMA SEON - 1273 FROM KG5 t415L1-Y/L J33t1U - A/) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W8, WIO 2x4 SP #2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W6X6 = W2X4 III I HIJ UNu rKtPAKtU rKUM LUMP UItK IMrUI (L UAU3 5 0IMtM3LUM3) 3UDMII IEU 01 1MUJ3 nr n. 100 MPH WIND, 22.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) 1X4 #3 HEM -FIR AR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR, DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W04 = W4X4 = 6-10-3 W3X8 () W4X4 - WdXd = W4X8 = W2X4 11 W06 (R) III 1-0-0 13-0-0 18-8-0 1-3-4-0-1-14-10-0 13-6-0 f--31-8-0 Over 2 Supports '4 R-1238 U-599 W-4' R-1159 U-625 *18-9-14 0 PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) 19.5d _ lit 1 - - E - Scale-.1875" Ft. BtWARNING— TRUSSES REOOIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R O8 1-- 1 9 6 5 0 BRAC[NG. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INS1[TUTE. 683 D'ONOFRIO DR.. SUITE 200. MADISON. WE 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCiTOMS. UNLES5 OTNERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ,(ER R T C D L 7.0 PSF DATE 01124102 STRUCTURAL PANELS, BDITOM CNO 10 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. R±^r^"'•.• Y*IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �f_(�LSIFtw `� �y BC DL 10.0 PSF DRW HCUSR061 02024390 BUILD THE TRUSSESALL NOT BE 11 CONFORMANCE WITH TPIORORANY DEVIATION FROM FABRICATING. HANDLINGS SNIPPING. ANYFAILURE AND � V-ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN g BC LL 0.0 PSF HC-ENG VB/MMA SPECIFICATION PUBLISHED BY THE AMER LCAN FOREST AND PAPER ASSOCIATION) AND TPT. ALPINE CONNECTORS ARE MADE OF 20GA ASM A653 U40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO � O' STATE OF TOT. L 0 . 37.0 PSF S E Q N - 1283 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `c`• — _ DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NAi OUR. F AC . 1 .2 5 FROM K G S AIPinC Engineered Pro�Tlcts, IFIC. RESPONSIBILITY SOLELY FOR ]HE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1t81044 Ctty, FL 33844 CONVOKE NT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0 H FLCatificateofAuthaization#567 ANSI/TPI 1-1995 SECTION 2. 47521-P72 33388 AGT THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2, W4 2x4 SP #2 N: (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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X6 (R) 01 100 MPH WIND, 22.88 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. (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/360 LIVE AND L/240 TOTAL LOAD. 3 X 4 3X4 -1 6 6 r (A) (A) W2 W4 �18-9-14 5X8= 4X4 (A2) = 4X4(A2) 2 X 4 III 2 X 4 III 1-00 15 10-0 I 15-10-0 _I R-1229 U=608 W=4' T TYP. Wave TPI-95 ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of Authorization # 561 31-8-0 Over 2 Support R=1169 U=544 Desi n Criteria: TPI STD Ver: 5.05 0 "WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANOLIN6, SNIPPING, INSTALL1116 AND BRACING. REFER TO HI0 91. (NANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE EN ST IT UT E. 583 O'ONOFR10 DR., SOItE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAC14EO CEILING. C R P F STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIO '•IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED' jtF,L PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD INE TRUSSIN CONFORMANCE YI TN TPI: OR FABRI CATIYG. HANDLING, SNIPPING. INSTALLING AND PROVISIONS OF NOS (NATIONAL DESIGN > BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE THE AME RICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE SPECIFICATION PUBLISHED BY COW IEC TORS ARE MADE OF 20GA AS TM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER�{YO OF PROFESSIONAL ENGINEERING �� STATE OF l.M"�+IYAL ORAWINGS 160 A I. THE SEAL ON IRIS DRAW ING INDICATES ACCEPTANCE RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. -7 H I / - / 1 TC LL TC DL BC DL BC LL TOT.LD_ DUR JAC SPACING 0 - Scale-.1875"/Ft• 20.0 PSF REF R081--58162 7.0 PSF DATE 12/23/02 10.0 PSF DRW HCUSR081 02357182 0.0 PSF HC-ENG CH3/MMA 37.0 PSF SEON 14532 1.25 FROM SCH 24.0" JREF 1RYTO81_Z27 47521-P72 3338E - A51 • 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 #3 j (A) IX4 #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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X8= 4X6 (R) % 100 MPH WIND, 22.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (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/360 LIVE AND L/240 TOTAL LOAD. 3 X 4 : 3X44 6r —T6 (A) (A) 18-9-14 4X4(A21 = 4X4 (A2) = 2X4 01 3X8= 5X5= 2 X 4 111 1 0-0 1�8�0 1 15-0-0 I I 15-0-0 _I 31-8-0 Over 2 Supports j R-1229 U-609 W-4" R=1169 U-546 V52 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 OTY:l H[ 1 E - Scale—.1875" ft. *•YARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AMO T C L L 20. 0 P S F R E F R 0 8 1-- 5 8 1 6 4 BRACING. REFER 10 N1891 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IN STIIUT. 583 O'ONOFRIO OR.. SUITE 100. MADISON. WI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SR T C DL 7.0 PSF DATE 12123102 SIR UCTURAt PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING S PL, PORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /�iWT„y BC DL 10.0 PSF DRW HCUSRO81 02357161 PRODUCTS, INC. SNAIL NO BE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN: ANY FAILURE TO ! St , BUILD THE TRUSSES IN CONFORMANCE WITH 1P1: OR FABRICATING, HANDLING. SHIPPING. INSTALLING ANO �•^ �J B C L L 0.0 P SF H C - E N G C H 3 / MM A ALPINE BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Q (((N��/ SPECIE ICATI0: PUBLISHED BY THE AME RIC AN FOREST AND PAPER ASSOC IA7fON} AND TPI. ALPINE D CONNECTORS ARE MADE OF TOGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 0' STATE OF TOT . L D - 37.0 PSF S E 0 N - 14537 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �� , G OF Alpine Engineered Products, Inc. RESPONSIBILITY SOLELYTFOPSTHE TRUSSICOMPONENT DESIGNDRAWININTES SHOWNCEPTANCE THE SUITABILITYONAL AND USEIOFERINGTTHIS ��ONA U U R . f A C . 1.25 FROM S C H Haines 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 Y T 08 1 _Z 2 7 FL Certificate of Audionzation # 567 ANSI/TPI 1-1995 SECTION 1. 47521-P72 3338B - A4I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4 2x4 SP #2 N: I DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X6 (R) Wk 6X6= 100 MPH WIND, 22.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X4 � 3X4 W4 18-9-14 5X5= 4X4 (A2) = 2 X 4 111 3X8= 2X4 Ill 4X4 (A2) 1.0-0 1.0�0 1 13-0-0 I 5-8-0 I 13-0-0 _I 31-8-0 Over 2 Support R-1226 U-611 W-4" R-1226 U-611 W-4" �A� 0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 OTY:I HI i E - Scale=.1875" Ft. ALP I N E Alpine Engineered Products, Haines City, FL 33844 th FL Certificate of Auorization9567 Inc. ""WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 O'ONOFRIO OR .. SUITE 200. MAO[SOM. NI 53T19), F00. SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCLIONS. UNLESS OTHERWISE INDICATED. TOP CHORO $HALL NAVE PROPERLY ATTACHED STRUCTURAL. PANELS. BOTTOM CNORO $HAIL NAPE A PROPERLY ATTACHED RIGID CEILING. *•IMPORTANT•" FURNISH A COPY OF THIS DESIGN f0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD fHE TRUSSES iM CONFORMANCE NITN TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIF [CA TI09 PUBLISHED BY THE AVER ICAN FOREST AND PAPER ASSOC lA�ION) AND TPI. AL PIPE CONNECTORS ARE MADE OF ZOGA AST" A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF I USS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A 1. THE SEAL ON THIS CRAVING 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. SR P �f�Q�I�;i�j ICY the p D 0 - STATE OF �, S At-' -- T C L L T C O L BC DL B C L L TOT . L D. 20.0 7. 10.0 0.0 37.0 0 PSF P S F PSF P S F P S F REF R 08 1 - - 58 1 6 6 DATE 1 2/ 2 3/ 0 2 DRW NCUSR081 02357164 H C - E N G C H 3 / MMA S E O N - 14518 OUR. F AC . 1.25 FROM S C H _ SPACING 24 . 0 " J R E F - 1 R Y T 08 1 _Z 2 7 1 (47521-P72 3338B - A3' TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 I DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 21.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC 01. = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6X6= 2X4III 6X6= 3 X 4 3XEZ5 -1 6 6 18 9 14 4X4 (A2) 2X41Ii 3X4= =4X4(A21 = 3X4= 2 X 4 III �3 1-0-0 11-0-0 I 9-8-0 I 11-0-0 _I 31-8-0 Over 2 Supports j R-1229 U-614 W=4" R-1169 U-551 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.01 QTY:1 HI 1 E - - Scale—.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 PSF R E F R 0 8 1-- 5 8 1 6 7 BRACING. REFER TO HI6-91 (NANDLNG INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5S3 O'OMOFRIO DRI., SUTE 200, MAD SON. YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOTCATEO. TOD CHORD SHALL NAVE PROPERLY ATTACHED ER P T C D L 7. 0 PSF DATE 12123102 STRUCTURAL PAMEL S. BOTIOM CH00.D SHALL HAVE A PROPENLY ATTACHED RIGID CEILING. -��T� *"IMPORTANT_ FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,✓'y�q-j IC��,.�Qr 0C DL 10.0 PSF DRW 14CUSR061 02357165 PROOUCIS' INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IRIS DESIGN; ANY FAILURE 10 BUILD THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING. NANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F H C - E N G C H 3 / MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN B SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EOMNE CTORI ARE MADE Of 20GA ASIR A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Q: STj� OF TOT - L D . 3 7 - 0 P S F S E Q N - 14516 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A 1, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ONAL OUR. F A C . 1.25 FROM S C H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS Haines City, FL 33M COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER - - - SPACING 2 4 . 0 " J R E F - 1 R Y T O8 1 _Z 2 7 FL Certificate of Authorization # 567 ANSI/TPI 1-1995 SECTION 2. (47521-P72 33386 - A2) • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.17 FT MEAN HGT, SRC, ENCLOSED BLDG. NOT LOCATED WITHIN BOT CHORD 2x4 SP #2 N 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL. - 5.0 PSF. WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROPERLY ATTACHED TO THE BOTTOM CHORD. 6X6= 2X4 M 6X6= 4X4 (A2) _ 3X4= 3X4= *18-9-14 1= 100 9-0-0 I 13-8-0 I 9-0-0 J 31-8-0 Over 2 Support R-1229 U-614 W-4" R=1169 U-552 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.01 _ QTY:I HI 1 - E - Scale-.1875" Ft. A L P I N E 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 NTa-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. Sea O'ONOFR10 0R.. SUITE 200. MAGI SON. 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 NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IRIS 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 SPECIFTCAT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTOR$ ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF IRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A'Z. INE 5EAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS 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. ER P �lSr.«..."•L_�y'�� y1;%�'aSTF�Cy.�iL R '^ n Z* (dam/��l �� STATE ' , , d'�2Z r»A ------ T C L L 20. 0 PSF T C D L 7.0 P S F BC DL 10.0 PSF BC L L 0.0 PSF TOT. L 0 . 37.0 PSF R E F R 08 1-- 5 8 1 6 8 DATE 12123102 DRW HCUSR081 02357183 H C - E N G C H 3 / MMA S E Q N - 14513 D UR . F AC . 1.2 5 F R OM S C H SPACING 2 4 . 0 " J R E F - 1 R Y T 08 1_Z 2 7 41 I (47521-P72 3338B - A1G) 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :11 2x4 SP 2400E-2.OE: :T4 2x4 SP #2 N: BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 :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 0.1280 " GUN NAILS @ 6" OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X10 _ 3X4= 2X4 el 100 MPH WIND, 20.67 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL s 5.0 PSF, WIND BC DL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6X6, 5X5_ 5X8= -, A evTn- PAAF i0m h /4 P" m4pffil-11 - 2X4 III 3X6 _ HS412 3X6 = 3X4 _ 4X10 = 3X6 N 4X8(B3) _ 1 0-0 7-0-0 l 17-8-0 I z-1-B 1 4-10 8 I 31-8-0 Over 2 Supports j R-2418 U-1355 W-4" R-2530 U-1384 PLT TYP. Hi h Stren th,Wave TPI-95 Design Criteria: TPI STD Ver —WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1NST ITUIC. SB3 O'ONOF0.[a DR.. SUITE 200, HABISON, YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNI SE INO IC A TED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SIR UC T URAL PANELS. BOTTOM CHORD SHALL HAVE A PRO A[TACHED RIGID CEILING. ..IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TOTS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH I 1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS OE SIGN COX 00.MS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TP 1. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 11AYINGS 160 A-i. THE SEAL ON THIS BRAYING INOICATES 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 33W COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCu[ificateofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. 5.01 QTY SRPN;mv 8 �•. STATE OF J+G' � -IIJ 10 'saw' 18-9-14 T 2-9-7 1 HI/-/1/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOV 9 Scale $.1875"/Ft. REF R081--58169 DATE 12/23/02 DR W HCUSR061 02357166 HC-ENG CH3/MMA SEON 14510 FROM SCH JREF 1RYT081_Z27 r • Tore n— 6000ADC11 CGnU rnMOUTCD IMDIIT n nenc R nIMFNSI0NS1 SORMITTEO BY TRUSS MFR. 9 /JZ1'I /Z 3330L5 - t3UJ TOP CHORD 2x4 SP #2 N BOT CHORD 2x6 SP 2400E-2.OE WEBS 2x4 SP #3 :W3 2x4 SP #2 N: THIS GIRDER DESIGNED TO SUPPORT A 31-8-0 SPAN HIPSET WITH A 7-0-0 SETBACK HIP MONO #1 HIP FRAMING TO THE BOTTOM CHORD AT 7-0-0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2-0-0 SPLIT LOAD. 6X6 (R) III 2X4III 100 MPH WIND, 20.42 l-T MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC OL — 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 III --1 6 6 F— 18-9-14 5X10 (R) III 5X10 (R) III 4X8 (B ) _ 4 X 8 B ) = — L 6-0-0 I 6-0-0 12-0-0 Over 2 Supports =j R-1895 U=1095 W-4' R=3791 U=2178 W=4" PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.01 *"WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE HAD I SO M MI 63719) FOR SAFETY PRACTICES PRIOR 10 7 ALPINE _ Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of Authorization # 567 OTY: IM STITHIE. 683 0 ONOFRIO DR.. SUITE 200. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ER P STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y��pi1F1��W�L PRODUCTS, INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION F0.0M THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPT: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY IRE AMEBIC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .. CONNECTORS ARE MADE OF 20GA ASIR A663 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O• STATE OF EACH FACE OF TRUSS. AND UNLESS OTHERY ISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER L R DRAWINGS 160 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFE5310MAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISAI- COMPONENT FOR ANY PARTICULAR BUILDING 15 SHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ..�__ �...... ANSI/TPI 1-1996 SECTION 2. HI - 1 E - Scale ®.375" Ft. TC LL 20.0 PSF REF R081--58175 TC DL 7.0 PSF DATE 12/23/02 BC DL 10.0 PSF DRW HCUSR08l 02357176 BC LL 0.0 PSF HC-ENG CH3/MMA TOT.LO. 37.0 PSF SEON 3351 DUR.FAC. 1.25 FROM SCH - SPACING SEE ABOVE JREF 1RYTO81_Z27 (47521-P72 3338E - F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2X4 III 4X4ri T U 2-5-1 4X4 = 2X4 III I7-0-12 Over 2 Supports Bw R-261 U=180 R-261 U-180 T 2-5-1 9-4-0 120 MPH WIND, 11.75 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL-5.0 PSF, WIND BCDL=5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO -THE BOTTOM CHORD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. f 3 C� PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 QTY:1 Hi 1 E - Scale =-375" Ft. --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 PSF R E F R 0 8 1-- 5 8 1 7 6 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSiIiUTE. 583 O'ONOf R10 DR., SUITE 200, MADISON, YI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUYCTIONS. UNLESS OTNERYISE 1NOFCATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED SER p T C D L 7.0 PSF DATE 12123102 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i{Ff /� "IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (� 4Ci�,f.+:Y BC DL 1O. D PSF DRW HCUSR081 02357177 PRODUCTS, INC. SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROM iNIS DESIGN; ANY FAILURE TO %vim F BUILD THE TRUSSES IN CONFORMANCE NITH TP1; OR FABRICATING. HANOL[NG. SHIPPING. INSTALLING AND B C L L 0. 0 P S F H C- E N G C H 3/ MMA ALPINE BRACING Of THUS SES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN B 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 .L� STATE OF T 0 T . L.D. 37.0 P S F S E Q N - 14626 E ACN FACE OF TRUSS. AN0 UNLf SS OTHER M [SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER F A2 �� DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGs4aL D U R . F A C . 1.25 FROM S C H Alpine Engineered 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 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER - -"- SPACING 2 4 . C " J R E F - 1 R Y T 08 1_Z 2 7 F1, Certificate of Authorization # 567 ANSI /TP I 1.1995 SECTION 2. 47521-P72 3338B - F2) • 0 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 #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. i PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 3-3-1 3 X 6 III 4X6 (R) III 4X6 (R) IU 3X6 III i-7-0-12 Over 2 Supports R-261 U-180 R=261 U-180 9-4-0 120 MPH WIND, 12.59 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXIT B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 3-3-1 TPI STD Ver: 5.05 0 PLT TYP. Wave TPI-95 Design Criteria: ••WARNING•` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SOIIE 200, ""ISO', NI 53119).. FOR SAFETY PRACTICES PR100. TO PERFORMING THESE FUNC I TON S. UNLESS 0 HERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED pn STRUCTURAL PANELS. BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CEILING. ENGINEERED IF/ "'IMPORTANT•' FURY IS"A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FROM THIS ANY FAILURE TO vf�9f' F ALPINE PR001101. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION DESIGN; BU[LO THE TRUSSES IN COMFOR MANGE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND;, BRACING OF INDSSE S. THIS OE ST GN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Nw --- SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND IP1. ALPINE CONNECTORS ARE MAOE Of 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS MOiEO. APPLY CONK€CTOAS 10 .V�`E ( 'y ` Alpine Engineered Products, Haines City, FL 33M FL Certificate of AudiaRizabon# Inc. 567 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. 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 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI(TPi 1-1995 SECTION 2. fCCC!!!C � 4 ---_ HI/-/1/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" P 2' Scale—.375"/Ft. REF R081--58177 DATE 12/23/02 D R W HCUSR081 02357184 HC-ENG CH3/MMA SEON 14628 FROM SCH JREF 1RYTO81_Z27 4 r,,.r n 1 .n .o ro rn MlTro IMnnT nnAnc I! nTMFNCInMCt CIIRMITTFf) RY MISS MFR 41nZI-Y/I .X.f.Slitl - T1 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 3X6 Ill 06 (R) M 4X6 (R) III 3X6 M --7-0-12 Over 2 Supports 30 R-261 U-180 R=261 U-180 120 MPH WIND, 13.42 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP 8, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. (/ I 10% PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 QTY:1 HI 1 E - Scale a.375" Ft. A L I N E P Alpine Engineered Products, Inc. Haines City,Fl. 33844 F1,CertificateofAuthorization lt567 --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'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO 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-2. THE SEAL ON IRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICOLAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. .SeR P r.F �yr�p-j�FX�9}i' 8 0., STATE OF •3�DR�► . �`roNAi T C T C BC B C TOT L L D L DL L L . L D . 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF R E F R 08 1-- 5 8 1 7 8 DATE 1 2 / 2 3 / 0 2 DRW HCUSR081 02351118 H C - E N G C H 3 / MM A S E O N - 14631 D U R . F A C . 1.25 FROM S C H SPACING 24.0N JREF - 1RYTO81__Z27 47521-P72 33388 - EJ72 ` 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 #3 { DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE ( 2 ) 16d TOE -NAILS AT TOP CHORD. PROVIDE ( 3 ) 16d TOE -NAILS AT BOTTOM CHORD. 4X4= ___j 6 IE o iEE 7-0-12 _I 1-0-0 I 6-0-0 _I, _I —7-0-0 Over 3 Supports--� R-331 U-180 W-4" 100 MPH WIND, 20.42 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WLTHIN 4.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 21-4-2 R-2721 U=180 2-10-3 18-9-14 R-214 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.01 QTY:3 HI 1 E - Scale -.375" Ft. ALPINE Alpine Engineered Products, Haines City, FL 33844 FLCeztificatcofAuthonzattonk567 Inc. NING -;WAR"'WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND REFER TO NIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, HAD ISON, YI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING INESI FUNCTIONS. UNLESS OTNERYISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOT70M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ""IMPOR TAN T NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEY IATION FROM THIS DESIGN: ANY FAILURE TO 8UTL0 THE TRUSSES IN CONFORMANCE YITH TPI: OR FABRICATING, HANDLING, SNIPPING. INSTALLING AMD BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AHFRICA* FOREST ANo PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA AS TM AGS3 GR40 GAL Y. 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-1- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESTGN SHOWN. THE SUITABILITY AN0 USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BU(L0JIG DESIGNER, PEA ANSI/TPI I I995 SECTION 2. ��pJ '''t-pppr. �F.{.� �f C4y�ti v d` STATE OF i LIkK voth- \� �� lAl �O —" T C T C BC BC TOT L L D L DL L L . L D . 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF P S F PSF REF R 0 8 1 - - 5 8 1 8 0 DATE 12123102 DRW HCUSR081 02357185 H C - E N G C H 3 / MMA S E Q N - 3353 D U R . F A C . 1.25 FROM S C H SPACING 24. D " J R E F 1 R Y T 08 1 _Z 2 7 47521-P72 3338E - C5GE 4 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 #3 SPECIAL LOADS --(LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.-1.25) TC From 81 PLF at -1.00 to 81 PLF at 19.67 BC From 2.0 PLF at 0.00 to 20 PLF at 18.67 REFER TO DRAWING HCUSR081 01306241 & 01306184 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 120 MPH WIND, 21.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCOL=5.0 PSF THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE ENO. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6F— 6 18 9 14 2X4(A1) = 2X4(A1) = 1��O 18-8-0 Over Continuous Support R-110 PLF U=54 PLF W=18-8-0 IFQ11 1lt &]I Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 0TY:1 HI 1 R - Scale a.3125" Ft. -WARMING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND T C L L 2 0. 0 P S F R E F R 0 8 1-- 5 8 1 7 4 BRACING. REFER TO HI0-91 (HANOLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE IN Sf IT UTE. 583 0 NOFRIO OR.. SUITE 200. HAD ISON. WI 53 119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C O L 7. 0 P S F DATE 1 2/ 2 3/ 0 2 ST R UCT URAI PANEL S, BOT IT CHORD SHALL HAVE A PROPERLY ATTACHED 0.IG[0 CEILING, t�A PP+`F `•IMPORTANT•• FUNNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN6TREEREO L BC DL 10.0 PSF DRW HCUSR081 02351175 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY fAllU0.E TO v g.�N BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ',- W�/J BC L L 0.0 PSF H C - E N G C H 3 / MMA A L P I N E BRACING DF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN Cr/I4Y -_ SPECffICAifOR PUB II SHED BY THE AME0.ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A65J G0.�0 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Oy 8TATS OF Jl4 T 0 T . L D . 37.0 PSF S E Q N - 3341 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER '%1- AA. — RAVINGS 160 A I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 8j Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS OiltAl D U R . F AC - 1 . 2 5 Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER "—"" SPACING SIFEODE JREF - 1RYTO81_Z27 EE FL Certificate of Authorization # 567 ANSI)TPI 1.1995 SECTION 2. 47521-P72 3338E - A6A) p 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 #3 :W2, W4 2x4 SP #2 N: (A) IX4 #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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X6 (R) M 100 MPH WIND, 22.88 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8,50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC DL = 5.0 PSF. (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/360 LIVE AND L/240 TOTAL LOAD. 3X4 >(A) 4 6 r 6 W2 18-9-14 5X8= 4X4 (A2) = 2X4 M 2X4 111 4X4 (A2) 0 J 1-0-0 1-0-0 15-10-0 I 15-10-0 _1 31-8-0 Over 2 Supports j R-1226 U-607 W-4" R-1226 U-607 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 0TY:1 HI 1 - E - Scale a.1875" Ft. *"YARNING** TRUSSES REOOIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 PSF R E F R 0 8 1-- 5 8 1 6 3 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IN ST ETU IC. $83 O'ONOFRIO OR.. SUITE 200. MADISON, YI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED DER p F T C DL 7.0 PSF DATE 12123102 STRUCTURAL PANELS. BOTTOM CHORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. eL T •.�(,� `*I MPOR DINT" FURNISH k COPY OF THIS DESIGN TO THE IRSTALEATION CONTRACTOR. ALPINE ENGINEERED /� C.�/�A;Ji BC DL 10.0 PSF DRW HCUSR061 02357160 PRODUCTS. INC. SHALL NOT BE RESPON5I8LE FOR ANY OEVIATIOY FROM THIS DESIGN; ANY FAILURE TO * Jc1� tM BUILD THE TRUSSES IN CONFORMANCE PITH IP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND INGCONFORMS BC L L 0.0 P S F H C - E N G C H 3 / MMA BRACOF TRUSSES. ALPINE THIS DESIGN COME ORMS WITH APPLICABLE PROVISIONS OF NOS (NATIOKAI DESIGN /��/ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COMNECIDRS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Q: s-mm pp TOT . L D . 3 7 . 0 PSF S E Q N - 14529 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 'Ll�.AiUR�r,� DRAWINGS 160 A-1. 1HE SEAL Ox THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING STJoivni �' D U R . F A C . 1.25 FROM S C H 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 " J R E F - 1 R Y T 08 1_Z 2 7 FLCettificateofAuthorization 0567 ANSI/TPI 1 1995 SECTION 2. 47521-P72 3338B - A5A) 0 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 #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. IA RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X8= 4X6 (R) % 100 MPH WIND, 22.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. (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/360 LIVE AND L/240 TOTAL LOAD. 3X4 � 3X4� 6 6 (A) (A) 4�e18-9-14 4X4 (A2) = 2X4 III 3X8= 2X4 III 4X4 (A2) 5X5= 1-0-0 1� 1-B-0 15-0-0 I I 15-0-0 _I 31-8-0 Over 2 Supports R-1226 U=609 W-4" R-1226 U-609 W-3.5" 050 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 — OTY:1 HI 1 E - - Scale—.1875" 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-- 5 8 1 6 5 BRACING. REFER TO N18 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFR10 O1 SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO P ES ORMING THE SC FUNCTIONS. UNLESS OTHERWISE INOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S P F I C D L 7. 0 P S F DATE 1 2/ 2 3/ 0 2 ST:'CTUR AL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. ""I MPOREANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `t': rkti BC DL 10.0 PSF DRW HCUSRO81 02357162 PRODUCTS. INC. SNALL NOT BE RESPONSIBLE FOR ANY OE VIATION FROM THIS DESIGN; ANY FAILURE TO 0N BUILD THE TRUSSES IN CONF0R NCE WITN 1P1: OR FABRICATING, HANOLING. SNIPPING. INSTALLING AND q /J :k B C L L 0.0 P S F H C- E K G C H 3/ MM A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPEC IFIC AT ON 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 O' STATE OF ;y. T 0 T . L D . 37.0 P S F S E Q N - 14524 EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 1- �pgI0t1" — ING Alpine Engineered Prodmis,Ino. RESPONSIBILITY SOLELYIFORSTHE TRUSSICOMPONENT OESIGNTSHOWNCEPTANNE SUITABILITYQANO USEIOFETHIS ONAI- 0 U R . F A C . 1.25 FROM S C H Haines City, FL 33M COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPON5IBILITY OF THE BUILDING DESIGNER, PER - SPACING 2 4 . 0 " J R E F - 1 R Y T 08 1_Z 2 7 FL certificate of Authorization # 567 ANS17TP1 1 1996 SECTION 1. NG I'(47521-P72 3338B - H1G) 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N I BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 3X4 (Al) [0)3im 120 MPH WINO, 10.09 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL-5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X4= 4 X 6 (R) III 1IE I 3-0-0 I 16-0-12 J 19-0-12 Over 2 Supports R-773 U=267 W=3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE [N ST IT U. 583 D'ONOFRIO DR., SUITE 200. MAO[SON. YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS Of HERW[SE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. MPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P0.ODUCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BU ILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORM 5 WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARf MADE OF 20GA ASTM A663 GR40 GALY- STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNI.E SS OTHERWISE LOCATED ON THIS OFSIGN. POSITION CONNECTORS PER CRAVINGS 160 A-2. 14E 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 Names City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER 6l.Certificate: ofAuthorization #567 ANSI/IPI 1-1995 SECTION 2. 5.05 ZSR Pp Ql�f,."pT�fit,1 jF?� 7iriirl NA R-692 U-212 HI/-/1/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOI.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" T 1-4-0 9-4-0 1 V Scale—.375"/Ft. REF R081--58171 DATE 12/23/02 O R W HCUSRO81 02357172 HC-ENG CH3/MMA SEON 14624 FROM SCH JREF 1RYTO81_Z27 W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 (4752T—P72 333813 — FT11) — IFOP CHORD 4x2 SP #2 N 130T CHORD 4x2 SP #2 N s WEBS 4x2 SP #3 !TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1RUSS MAY NOT BE INSTALLED END FOR END. REFER TO HIB-91 FOR ADDITIONAL BRACING REOUIREMENTS. BRACING MATERIAj TO BE SUPPLIED BY ERECTION CONTRACTOR. , DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. -6-0 � ;-4- 5" Typ 3X6= = 2.5X4 1X4(R) 2.5X4 = 2.5X4 = 2.5X4 = 3X6= V 0-7-0 —T P� 3X4= 1X4 (R) 2X4 III L. 7 A 4= . n .1, 1. ✓ 1- 1 X4 Ili 2 X 4 III 0.1.8 11-10-8 Over 2 Supports R=655 W=6' R=625 W=6" T 1-4-0 8-0-0 PLT TYP. Wave TPI-95 Desion Criteria: TPI STO Ver: 5.05 OTY:2 HI 1 E - - Scale —.375" Ft. ALPINE Alpine E4necrcd Products, Inc. Halms City, FL 33844 FL Certificate of Autficnration#567 • WARNING"• TRUSSES REOUTRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. 583 O'0NOf0.10 OR., SU1 TE 200, MA0I SON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFOR IN, THESE FUNCTIONS. UNLESS OTHERWISE ISO/CATEO. T07 CHORD SMALL HAYE 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 P0.ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP[: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING Of TRUSSES. TNTS 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 10 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 OESI GN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING Of IGNER. PER ANSI/TPI 1 1995 SECTION 2. t p y %�it� rti * ;No (h ;1* 8 , Q: STATE C)F . A�ORVO�, ��jQfVAL - -- T C L L T % D L BC OL B C I- L T 0 T . L 0 . 40 10.0 5.0 0.0 5 5.0 .0 P S F P S F PSF PSF P S F R E F R 08 1-- 5 8 1 8 1 DATE 1 2 / 2 3 / 0 DRW HCUSR081 02357180 H C - E N G C H 3 / MMA S E 0 N _ 3365 D U R . F A C . 1.00 FROM S C H SPACING 2 4 . 0 " J R E F - 1 R Y T 08 1_Z 2 7 (47521-P72 3338E - FT18) ';TOP CHORD 4x2 SP #2 N !,BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE OUR.FAC.=1.00) TC From 210 PLF at 0.12 to 210 PLF at 7.00 TC From 700 PLF at 7.00 to 700 PLF at 11.75 BC From 10 Pl.f at 0.00 to 10 PLF at 11.88 TC 2400 LB Conc. Load at 7.00 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/360 LIVE AND 1-/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. TRUSSES TO BE SPACED 24" ON CENTER. TRUSS MAY NOT BE INSTALLED END FOR END. 12400# 1X4 (R) = 8X8 III 3X4 NI 2.5X4 III 2.5X4 2j5_X 4 = 0-7-0 1X4 (R) 2.5X4 2X4 III 4X4III 1.5X4 M 3X4= 2X4III ot a 11-10-8 Over Continuous Support =j R-614 PLF W-11-10-8 T 1-4-0 9-4-0 1 Note: All Plates Are W1X4 Except As Shown. ILT TYP. Wave TPI-95 Desi n Criteria: TPI STO Ver: 5.05 QTY:1 HI 1 E - A L P I N E Alpine Engineered Products, Inc. Haines City, city, FL 33844 FL certificate of Audiorization it 567 ••WARNING'A TRUSSES REQUIRE EXTREME CARE 1R FABRICATION, NAN011N6. SHIPPING. INSTALLING AND BRACING, REFER TO H18 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'OMOFRIO OR_ SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY AI,ACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P0.000CTS. INC. 5HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO BOIL0 THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPE CTFIC ATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIRE CONNECTORS ARE MADE OF 20GA ASTM A653 G0.d0 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECT00.5 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCAIED ON THIS DESIGN, POSITION CONNECTORS PERLSi'ROR10*j DRAWINGS 160 A-t. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU5S 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 Z. SF «R»p �QLSEPI } � l *i �' .k � 04 STATE �•' F si ., /ONAL TC T C B C B C T 0 T L L D L D L L L . L D . 4 0.0 10 5 0 5 5.0 .0 . 0 . 0 P S F P S F P S F P S F P S F --`-- 0 U R . F A C . 1.0 0 SPACING S E E A B 0 V ar Scale-.375"/Ft. REF R081--58182 DATE 12/23/02 DR W HCUSR081 02357161 HC-ENG CH3/MMA SEQN 3367 FROM SCH JREF 1RYTO81__Z27 ENGINEERING PACKAGE BUILDER: .)Ak PROJECT: MODEL/BUILDING: REVISION DATE: NEW LOAD: CARPENTER CONTRACTORS OF AMERICA,INC. 3900 AVENUE G. N.W. .,' WINTER HAVEN, FLORIDA 33880 A Ig `� PH (800) 959-8806 FAX (941) 294-7934 avid Norris mngineertrw. n e and .Drafting Services Resident al - ComrnercW Purrs & Eng. - bm""KrdOns - Permitting • SPeciaiszft in Church Design 112 Coleman Road, VAnter Haven, FL 33880 Phone. (941) 299-1048 Pagim (941) 965-6986 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. aljD.wad to deflect up to a spescified 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 truoises adjoining different design conditions may pose an �rcctl3e is vroblem in the c-eiling and/or roof plane. One procedure that may minimize the appearance of noticamblee deflection difference would be the installation of 1/2" THR . x 1.6" high APA CDX (or O•S3.) strongba.cks staggered throughout the ar•e.a of concern, prior to applying any dead loud. The plywood• atrongbacks should be nailed to each truss with (8) 10d nails stacked throughout the 16" height of the stongback. In lieu. o-f- Plywood strangbacks, 2 x B. #2 Southern Pine strongbacks may be used'or 2 x 8 #3 �.P. with no knots or imperfections in the bottom surface. The 2 x 8 strongrbacks should be nailed to. each .truss with (3) 16d nails into each truss. Either choice of strongb.acks should tis the trusses together and provide a more uniform deflection in the. area of transition. The stron.gback bracing mateerial is in addition to any permanent building bracing specified. by building designer and./or truss ma.nufaecturer, and will not adversely affect the performance of the roof trusses in any way. I.f you have any questions, pl®asei feel free to contact Bob Michaelis at Carpenter Ca.ntra=tors of America, Inc. (813-) 294- 6449. Sincerely, 7tia^�id P. Xbrris; P.E. November 16, 2001 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: • 100 mph fastest -mile wind speed Residential construction • Enclosed building do meet the wind loading requirements of the Florida Building Code for: 120 mph 3-second gust wind speed • Residential construction Enclosed building (landward of the wind-borne debris region) Exposure B If you have any questions or if I can be of further assistance, please call me. Sinc e , 11-16-01 Walter P. Finn, PE Senior Chief Engineer WA43 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 - (863)422-8685 - (800)755-6001 This Is A Dangerous CQndl#!nn - alaalhhty I • 'f0 PRL'VLN'1' 'fIIIS rAII.UItt;, ANC110H Cwaprallon wabat OR REST_RA I N THE E before and &flaw - - - buckling_ LATERAL BRACINGI CG»glnnoualsuralbtacby USE MET110D SHOWN AT malaWas aps,tdny lwl 6 , OR • ANOTHER PamluJalual W"Ung STRUCTURALLY SOUND of AN Wab Mat"as a &I ME't'110Q SPECIFIED BY she aaaaa lkna. PROFESSIONAL ENGINEER eaarinO for bust■a OR ARCHITECT. 2 ANUIORAGE BY BUILDING DESIGNER (Other anchorage provisions for Other types of walls). f— Slraalhlnp O Cl C LO O O c= Ca o 0 o t= o co r= o a c3 r� 1=3ALPIN '= TRUSS t= a o 0 0 0 0 cm age WV tw4cilog tail into ao1W and aaauahu Ialwai ag. Ilrs.bv pravanlingt wcklbtg. 3A OUR DIAGONAL BRACE: RESTRAINT WITIIIH THE UNIT (3A & 38) 6s.aalbhry thwous lalbal lrraciny. \• Ile Co.nPaas.lon web • / GUIs, 141agonal grace a.ay'trayeraa taora than 2 trusuoi, dapending on true• halygt. APClj0RAGL•' Oil RESTHAIUr OF IATERAL BRACING 'file drawing below shows( how to restrain the CLB (hM) when specified on their engineering sheets (drwg. shows EXAMPLE TRUSSES as SCISSORS STYLE) when the adjacent truspes have a different contiguratioq (FINK shown here.) The Diayotioi Brace (DW members are 2x4's it i,;), the ends of which are attached to TOP fa 110TTOk4 chords. The diagonal brace to be attached to one face of web member- RI 3 B imi EXAMPLE TRUSSES (SCISSORS STYLE) -- coopraaaloe Web-alopla9 at vartioal, or web aaedlag bracing. coatlnuous Is,laral hrece 2aa all ar Styd grads ()j64MW btace nailed to appoole aide of wah praveala lilasal rnova,tteal "W Shows! Its, sapamad al al>irroaknalaly 2e 1wl inlervals. - - ♦ttadt with 121-164 nail• at smack east to chords mad to aids, as vab at aoaclnuoua lateral hraao. Alpine standard drawing 137 shows varioos types of anchorage of restraints for continuous lateral bracing. Ataoag them is a am where the wcb lalaal brac ng is anchored by a diagonal brace at 45 status" how a horizontal plane. A 5 degree deviation is s icamally aeceptabIctf the deviation is greater than 5 degrees, a secood diagonal Imam shall be provided such as to make an'x'. The CLB as well as both cads of this diagonal bract shall be anchoml with 2- 16d common nails. -FINK STYLE \\ ADJACENT TRUSSES R2 Rwisej ttR 31VII-1 RI vB Rev. 2-20-7 DATE 10/06/94 This is a recommendation only. Permanent bracing for all structural elements and anchorage to accomplish DAW 137 A the transfer of the loads to other structural elements of the building to achieve total structural integrity is the Ft.. -ENr WLB- responsibility of the building designer per Florida Building Code. f�3 A5 �- -- ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941). 422-B685 November 18, 1997 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Dave, As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128" x 3.0" nails for 16d common nails, increase the number of nails by 20%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. The following table lists appropriate nail spacings for the connection of girder plies. SPACING OF 16D COMMON NAILS SPECIFIED IN DESIGN 2" O.C. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Please note that 2-ply girders need to be nailed from one face only. SPACING OF 0.128" X 3.0" PNEUMATIC NAILS 1.7" O.C. 2.5 3.3 4.2 5.0 5.8 6.7 7.5 8.3 9.2 10.0 _10.8 11.7! 12.5/ 13.3 Note: The nail spacing of 4" o.c. for web bracing to be the same for 16d common nails and for 0.128" x 3.0" p=umatic nails. Sincerely, ALP �1'rERED PRODUCTS, INC. W . Finn, P.E. Senior Chief Engineer Job: Cvactced iieb Ile pair [letail R2 TFIIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH DAMAGED WEDS OF 2X4 SIZE AND #3 $0. PINE GRADE. IN ADDITION, A MAXIMUM OF f CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE - ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT DO NOT -.COMPLY WITH THIS DETAIL. (B) DAMAGED AREA. 0" MIN, to ]2' MAX. LENGTH OF CRACK IN WEB. (S) = (2) -2X4 50. PINE #3 SCABS. MINIMUM LENGTH OF SCAB PAST HE THE SAEATEA OF: �. W + LENGTH OF DAMAGED AREA (B). MINIMUM OF 34" ON BDTH SIDES OF,THE DAMAGED AREA or 2. BOX OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF lod COMMON WIRE NAILS SPACED 4' D.C. STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. R2 THE REPAIR SPECIFIED ON THIS DRAWING MAY BE APPLIED TO VERTICAL AND DIAGONAL WEBS. THE DETAIL DOES NOT SHOW A VERTICAL WEB ONLY TO KEEP THE DETAIL EASIER TO READ. (10d NAILS: DMOLE DOW. STAGGERED) + - BACK FACE F- 4' B-G• -1 0 - FRONT FACE . j TrrTtAL TAG6Ba� T +To + o+ o+ o+ o+ 3-lA2• O �11 O + O+ O + O + O NAIL SPACING ❑ETAIL p L= o o C=l o p p p p r� 4 I= C� p O O __ O C� ALPIN o o TRUSS iJ o I• �-o p C3 .cT ► HPORTANT9?=I`�ja° R''=F-;w OEYIATIOII F" THIS OESISH OR UILME SPECWWATIONS. OR AW FA "m TO su" 7m TNOSS IN LT15mAATAIQ. MYTH oSTBD BY TP/. ALPYTC CaboaCTORS AM RAW OI 2OO4 GALv. BTEOL MEETING ASTP, A446 SR s O(CEPT AS NOTEb- APPLY CWEGTOM TO EW, FACE Of TRLM ALB 04.ES6 oiw.;X 5 LDCATTm ce was B®im P96ITI " CONMOTORB Phi Wu"AAS M. ISO S SBDA-A. DM19H MUM"" CoWeRH 9/APPLICABLE PBOYISIWS OF NOS i IN. AH EM67OS'S em UII THIS OBAl17i1B •AP "m TO THE TA wmm B&ICTETI mm j IN OILY. AM SHALL HBT Of BELIED " IH AN( OCR NAY. s--TPI - TAMS P"TF. DSTITUTE fii - ]9B1 liTT111AL OE R2 Revised CLR 3/22/200T INAGUA - sm firs -DI WIPE SFi THIS r"m FOP Aml'!IM& 6PECIIL PUNW&MI B"i306 PS mn.wwws. 1ALEs6 a*wwise IilUIfdT13L TOP r#06 SIM1 BE LATBUUY MACEO MITR MWER LY ATTATi> i PLTafIOO s*ATNa$ whim ,7" MIX" PHOP&LY ATTACHM MGM GM19r. — SLI ALPI,E 7EOMHGAL iPOATE 1111/90.fOR PRaPER WY11ALL AMICATIOH..f•If l6h A CWI OF IBIS =]fill IO 7M TRUSS EREGTIGH CRIIH:CIOR. Ik-jI -,------------------------- Rev 17.2m____ TC LL — PSF. TC DL — PSF BC DL PSF BC Lt_ -- — '7P5F TOT.LD. — PSE DJR.FAC. - gPAr.TNr, 24.0' NOT TO SCALE CRACKED WEB DETAI DATE 09/02/94 DRW HC25094073 $ FL ENG - CLfl T MAl4' T A r.,, 1-1. ...n— r.-- • n—C.CFnNcl C.IRNITTFII RY TRMSS MFR I JL.AD Lon In I A I L - OWL / ) TRUSSES BUILT PER THIS DETAIL DESIGNED TO BE USED FOR THE FOLLOWING: UP TO 140 MPH MAX WIND. 3D-0 FT MEAN HGT, ASCE 7-96. ENC. OR PART. ENC BLDG. LOCATED ANYWHERE IN ROOF, CAT II, EXP B OR C, WIND TCDI=5.0 PSI', WIND BCOL-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 DC 50 PSF@1.25 DF; 37 PSF@1.25 OF 2-0-0 OH MAX L I I I I 2L MINIMUM I 70, PLT TYP. Wave TPI-95 Design Criteria: TPI STD QTY:1 HI/1/-/-/-/R - ALPINE "WARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REf ER TO 111 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INST I TU71. 593 D'ONOFRID DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID Cfll)N6. •'IMPORTANT•' FURNISH A COPY OF INIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RE SPONS1BIf FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BWILO FHE TNNSSES IN CONFORMANCE WITH TPI; ON FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONfORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ARE, ICAN FOREST AND PAPER ASSOCIATION) AND IP1. ALPINE CONNECTORS ARE MARE OF 206A ASTM AM 6240 6ALV. 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 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING '(EA P R �f Ft L. /N � T *� No. f1 , N ,•tug �, STATE OF '•,.Aj��ygP.:' T C L L 30.0 PSF T C TD�L 7.0 PSF SC DL 1O. 0 PSF BC L.L 0.0 PSF TOT. LD. ++47.0 PSF REF R 0 8 1 - - 0 _ DATE 1 1 / 0 6 / 0 1 DRW HCUSROBI 01310276 H C - E N G / J WC SEON - 24952 D U R . F A C . 1.33 7�,�,X,�,,�� AIP1ne EllglneTxed oducLI,Im. RESPONSIBILITY SOLELY fOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS s`r.ON . . SPACING 2 4 . Q N HRiMCN Cily,FL 33944 FLCerti6cateOfAutbodntion0567 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAH. IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. APPLY ?0 EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6' O.C. NOTES: B ACEMEMIS LEN�wGTH 80% OF WEB , 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 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 ZXB 2 ROWS 2X6 2-2X6(*) 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 mpm amwBi® PRODUCTS. INC. POMPANO DEACV. FLOWDA THIS cn BUILDING TO SCAB BRACING: T-BRACE OR L-BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6' O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH ALPINE __x I T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 679.640 TC U. PSF REF CLB SUBST. TC DI, PSF DATE 06/25/99 BC DL PSF DRWG BRCLBSUB0699 BC LL PSF —ENG MLH/KAR TOT. LD. PSF D(TR. FAC. SPACING (CONVENTIONAL FRAMED VALLEY DETAIL ) 1II15 DWG PREPARED FROM COMPU1FR INPUT (TOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. THIS DETAIL IS VALID WHEN USED IN CONJUNCTION WITH ALPINE DESIGNED TRUSSES ONLY. + 2X6 SP #2 RIDGE BOARD. ++ 2X6 SP #2 RAFTER +++ 2X4 SP #3 CRIPPLE 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 SCAB BRACE REQUIRED. SP #3, FULL LENGTH, FASTEN WITH 160 NAILS @ 4' OC. DR GUN NAILS @ 3* OC. MAXIMUM CRIPPLE LENGTH IS 96' CONNECT RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2-16D NAILS OR 3 GUN NAILS. 2X4 SP 3 RIDGE BOARD CIPPLE 3'0' OC. MAX / 3-16D TOENAILS OR 4 GUN NAILS CONNECT 2X6 RAFTER TO RIDGE BOARD WITH 3-16D NAILS OR 4 GUN NAILS (4<5 TO 7 \ (TYP) TRUSSES BELOW 0 24* OC. MAX CRIPPLE SPACING �-4-6-0--� 3-16D NAILS OR 4 GUN NAILS (TYP) 2-160 NAILS - OR 3 GUN NAILS (TYP) NOTE: EDGE DISTANCES, END DISTANCES AND SPACING FOR ALL NAIL. CONNECTIONS MAST BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. ALL CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARD (GRAVITY) AND UPLIFT (WIND) LOADS. (STRAPPING NOT REQUIRED) NOTE: USE 0.128'X3' GUN NAILS WHERE SPECIFIED. *'* 4X2 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS NOT SUPPORTED DIRECTLY BY A TRUSS BELOW. CONNECT TO DECKING WITH 8D OR GUN NAILS @ 2' OC. ** HORIZONTAL CUT MAY BE SQUARE CUT OR BEVEL CUT TO MATCH TOP CHORD PITCH * BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0' OC. TREISS AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-16D OR 5 GUN NAILS. 140 MPH WIND, 15.0 FT MEAN HGT, ASCE 7-98. PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP. B. WIND TCDLa5.0 PSF, WIND BCDL-5.0 PSF. or 140 MPH WIND, 15.0 FT MEAN HGT, ASCE 7-98. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT I1. EXP- C. WINO TCOL-5.0 PSF, WIND BCDL-5-0 PSF. 3-16D NAILS W=7"12(5.5H@45) 4 PLT TYP. Wave TPI-95 Design Criteria: TPI STD QTY:1 "YARNING** TRUSSES REQUIRE EETREME CARE 1N FABRICATION. HANDLING, SHIPPING, INSTALLIM6 AND T C L L 16.0 PSF REF R 0 8 1 - - 0 OR ACIMS. REFER TO NIB-91 (HANDLING INSTALLIM6 AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, $83 O'ONOFR 10 DR., SUITE ZOO. MADISOM. YI $3719). FOR SAFETY PNACTICES PRIOR TO A IC D L 15.0 PSF DATE 1 1 0 6 PERFORMING THESE fB:O NS. UMLESS OTHERYISE INDICATED, TOP CHORD SHAH 01AYE PROPE0.LT ATTACHED HAVE A PROPERTY ATTACHED RIGID CEILING. P R� STRUCTURAL PANELS. BOIIOM CHORD SHALL AL **IHPOTSANT*' SFURNINOT BCORESPOMSIBLE FO0.GNAtlY iDEYlAilOYLFROMNTNlSTDESIGtl; AANYNEFARUREETOD 'p�,.�E1i �PyAS1FICA7��Y BC DL 0.0 PSF DRW HCUSRO81 01310021 BUILD THE TRUSSES IY CONFORMANCE PITY TPI; OR FABRI[ATIY6, HANDLING, SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES, THIS DESIGN COMFDRMS PITH APPLICABLE PROVISIONS OF BUS (NATIONAL DESIGN *; Np .Tk ,y1p .ALL $ C L L 0.0 P S F H C - E N G / JW C SPfCIFICAI T OY SHE8Y THE AMFR IC AY FOREST AND PAPER ASSOCIATIDM) AND TPI. ALPINE 9i n L� TOT. D 31.0 PSF S E Q N - 24891 CONNECTORS ARE MADE OF TOGA ASIR A663 6R40 6ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO PER O.L�, STATE OF ;ems .L . EACH FACTOF TYUSS, AND UNLESS OTHERYISE LOCATED ON THIS DESIGN, POSITION CONNECTORS DNA YIYGS 160 A-1. THE SEAL ON THIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL EI161NfER1Y6 l�-"ZORVIDI'- � S70NAT-� D UR . FA C . 1.25 _ Alpine Toglneered IroilijIs,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 5 A C I N G 2 4 .O N FI.Celti6cNleofAuthoiZNtion0567 ANSI/TPI 1 1995 SECTION 2. _ Job: SHORING MIAII. NOTE: IF PALLETS OF CONSTRUCTION MATERIAL WEIGHING MORE THAN 500� ARE TO BE PLACED ON FLOOR TRUSSES, SHORING RECOMMENDED SHORING DETAIL IS REQUIRED. l* 2d00# 1 ill\ 1 1500# CAPACITY POSTS @ A'O" D.C. � SUBFLOOR-UNDERLAYMENT 0 0 0 0 0 0 0 0 0 0 0 0 o �ALPINE� o 0 0 0 TRUSS G' o r--A /= o cm 0 CONCENTRATED LOAD DUE TO UPPER FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0" CLEARANCE ON ALL SIDES OF A PALLET. MAXIMUM WEIGHT PER PALLET I5 20000. LOAD MUST BE SPREAD OVER AT LEAST 2-TRUSSES. NOTE: SEE APPROPRIATE ALPINE DRAWING FOR LUMBER, PLATES AND OTHER DATA NOT SHOWN HERE. Building Material Wts. NOTE: SHORING MATERIAL AND LABOR TO INSTALL AND TO REMOVE THIS 1/2" gypsum bd. = 2.2 psf / 1/2" layer MATERIAL IS TO BE SUPPLIED 5/8" gypsum bd. = 2.8 psf / 5/8" layer BY THE CONTRACTOR. R f 8" conc. block = 60 psf / 8" layer masonry brick = 38 psf / 4" layer 2 — 0— 0 �- 4 - 0- 0 -� MINIMUM 4X4 OR (2)-2X4X4'0" UNDER TRUSSES WHEN SHORING IS REQUIRED. CLEAR SPAN s Recommended Shoring Detail KI AI' REV. 7�zT199 SCALE - NONE REF DETAIL DATE 05/02/96 DRW HC12396074 F1C-ENG AP u PRE (GABLES - 140 MPH, EXP B PART ENC. OR EXP C ENC.) [HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. 140 MPH WIND, 30.0 FT MEAN HGT, AS([ 7-98, INC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP C, WIND ICDL-5.0 PSF. WIND BCOI-S.O PSf. OR 140 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP 8, WIND TCOL-5.0 PSF, WIND BCOL-5,0 PSF. + FOR VERTICAL WEBS LESS THAN 4'0': WIX4 FOR VERTICAL WEBS GREATER THAN 4'0' BUT NO MORE THAN 11'6': W2X4. FOR VERTICAL WEBS GREATER THAN I1'6': W2,5X4. * SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. 2X4 OR GREATER CHORDS. DROP GABLE WILL SUPPORT 4'0' OUTLOOKERS WITH 2'0' OVERHANG (DROP HEEL GABL() SPACED 24' O.C., OR THE LOAD FROM 12' PLYWOOD OVERHANG (NOMINAL. HEEL GABLE). THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WINO LOAD INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. b1C-,t C iGt ALT. GABLE SHAPES: BRACING DEFINITIONS: NOTE. 'END ZOHL' EXISTS 18' AT BOTH ENDS OF VERIICAL WEB. (A) (1) 2X4 SP #3 'L' BRACE. ATTACH WITH 0.128'X3' NAILS @ 2' OC. IN END ZONES; 4' OC. BETWEEN ZONES. (B) (2) 2X4 SP #3 'L' BRACES. ATTACH EACH WITH 0.128'X3' NAILS @ 3' OC. IN END ZONES; 6' OC. BETWEEN ZONES. (C) (1) 2X6 SP /2 N '1.' BRACE. ATTACH WITH 0.128'0' NAILS @ 2' OC. IN END ZONES; 4' OC. BETWEEN ZONES. (D) (2) 2X6 SP #2 N 'L' BRACES. ATTACH EACH WITH 0.128'X3' NAILS @ 3' OC. IN END ZONES; 6' OC. BETWEEN ZONES. STUD SPACING / BRACING TARIE: 2X4 SP #3 DEFLEC- (1) 2X4 2) 2X4 ( ) 2X6 (2 2X6 STUD TION NO 'L' BRACE L' BRACE ' BRACE 'L BRACE SPACING CRITERIA BRACE TYPE (A) IYPE (8) YPE (C) T PE (0) 24' L/360 1' 5' 4' 7' S. 8' 7* 9' 9' 24" L/180 2' 2' 4'10' 7' 1' 7 9' 1 6' 16' L/360 I']0' 5' 5" 6' 9' 9' 4' 1 5" 16' L/180 2' B' 6' 3' 8110' 1' 0' l 6' 12' L/360 2' 2' 6, 1' 7' 7' 0' 5' 1 6' 12' L/180 3' 1' 7' 5' 9111, 2' 6' 1 6' OVERHANG DETAIL tt LADDER W/72V TSSES STEPS @ 24" O.C. t (TYP) INCLUDES MAX C fASCIA Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design —Criteria: TPI(STD)_ ^WARNING— TRUSSES REOBTRE EXTREME CARE 19 FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TV) (TRUSS PLATE JUST ITtlT[, SB] D'ONOfR10 DR.. SUITE 200. MAD, SON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING fit UNLESS FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL RAYS PROPERLY ATIACMED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 91610 CEILING. " IMPORTANT" FOUNT Ski A COPY Of TatS DESIGN 70 THE INSTALLA710N CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANT 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 IDS (NATIONAL DESIGN SPECIFICATION POBL ISBED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 1P1. ALPINE CONNECTORS ARE MADE Of 20GA ASIR A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AID UNLESS OTHERWISE LOCATED ON THIS OFS16I, POSITION CONNECTORS PER DRAWINGS 160 A - I. TNL SEAL OR THIS DAM N6 1MD1CAlE5 ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered hoducts, Inc. RESPONS 11 IL ITT SOLELY FOR THE TRUSS CONPONE NT BE SIGN SHOWN. THE SUITABILITY AND USE OF THIS FTALIts City, FL 33944 fI.CENri6catepFAOIhOFizstion71567 COMPONENT f02 ANY PARTICULAR UUILOING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. REFER TO TAHIE FOR BRACING REOUIREMENTS. Over Continuous Support 19.5c QTY:1 HIM T C I-t PSF TC DI_ PSF BC DL PSF 8C LL PSF TOT.LD. 60.0 PSF DUR.FAC. 1.25 SPACING 24-Ow U-200 PLF � J Scale REF RO81--0 DATE 11/02/01 D R W HCUSROBI 01306236 HC-ENG /JWC SEQN 24860 SCISSOR .PACK DETAIL TOP CHORD 2x4 OR 2X6 SP #2 N BOT CHORD 2x4 SP #2 N - -- NOTE: FOR 1'0" AND 3'0- JACK ALL LUMBER MAY BE /3 SO, PINE. 10 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS 1DICATED. UPLIFT, (LB): 610 350 200 BRG.LOC (FT): 0.00 7.00 7.00 ' TRUSS DESIGNED FOR 110.00 MPH WIND, 20.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING (SBC) . ALTERNATE LOADING: TC LL 20.00 PSF * NOTE: MAINTAIN A PITCH DIFFERENCE OF 2 BETWEEN TOP TC OL 20.00 PSF AND BOTTOM CHORD, i.e. 8/12 TOP CHORD. 6/12 BC DL 10.00 PSF - BOTTOM CHORD. TOT. LO . 50.00 PSF DUR. FAG. 1.25 R3 NOTE: SMALLER SPANS MAY BE USED WITH THIS DESIGN. SPACING 24.0" PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ASCE 7-93 1 R=257q W=1.5" UPLIFT (LB): 610 350 BRG.LOC (FT): 0.00 7.00 FOR 110 MPH WIND, 200 7.00 R4 30.00 FT MEAN HEIGHT, (3)-f6D TOENAILS OR (3)-16D (O.f28'X3.0-) GUN TRUSS DESIGNED RESIDENTIAL BUILDING TYPE, 1 MILES FROM OCEAN LINE, +PROVIDE NAILS AT TOP CHORD, WITHOUT SPLITTING LUMBER. R6 (0.128'X3.0') GUN CLOSED BUILDING, EXPOSURE C. OF 5.O PSF (TOP) AND 5_0 PSF ++PRpVIOE [2I -160 TOENAILS OR (E) -160 NAILS AT BOTTOM CHORD, WITHOUT SPLITTING LUMBER. R6 WITH DEAD LOAD _180TTOM). Tr 4 .0 �/? R=75# W=1.5" THRU 8.0 e_ i I � Tim 2� I 3X4 (A1) 0 CAI 4 9 �8 ALTE�N1NTk 01PL1F I C0ND1TlDN • (RP) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ° UPLIFT : 410* 200A%-- 2004# BRG LOC: 0.0 UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD. WIND SPEED= 100 MPH. MEAN HEIGHT=I5 FT. ENCLOSED. (SBC) UP TO 7. � (RPIREV.JW 1010K Ct7 VS QEv.7-20-01, OVER 3 SUPPORTS IOf' ✓ 0 R-'183# W-3"B R� AP J s�/aj9B 93 PROVIDE UPLIFI• CONNECTIONS ATBEARINGS ASINDICATED RAF APR09 7%94 UPLIFT : 29oft ZOO* ZOO * . BRG LOC: Olt). 7'0" 7'0 •, UPLIFT BASED ON 9 PSF TOTAL DEAD LOAD. WIN p SPEED= R3 ReAf. CAR 11%z/ 4�( 100 MPH. MEAN HEIGITI'=15.0 FT. ENCLOSED. (SBC) R1 REV Tog- %n/of Se q: ! 4174 R 4-7 Oi SCALE = 0,50C P T YP - ALPINE TPI-95 DESIGN CRIT TPI GARS **IMPORTANT**ALP'NE ENGINEERED PRwmTs- HNC, WARNING'q" RE LIj t1 ERECTION O O [� b cm O SHALL NOT BE RESPONSIBLE FDA ANY 1N WIMOLING. ERECTION AND DEVIATION FROM THIS DESIGM OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI0-91 BY TPI. SEE THIS DESIGN O FAILURE TD BUILD THE TRUSS IN COFOF4tkNCE WIM 9STBB BY 7PI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE C7ALPINE CAHNECTlIRS ARE MADE OF 20BA GALV. STEEL MEETING ASTN QUIREMEHTS. ULESS OTHERWISE IIDICA7E0, TOP 6R B EXCEPT RS 10TED. ADPLY COIirECi0R5 TO EACH FACE DF LHORD SHALL BE LATERALLY BRACED tl7T11PROPERBCLL 1=ATRUSS A!O NWLEBS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 80770H CHORD PER DRAWII" 130, 150 A 160A-F. DESIGN STANDARDS WIT" PROPERLY Al7AC1ED RIGID CEILTN6 -- BEE CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S AI -PINE TECHNICAL UPDATE 17/1/91) FOR PROPER ON iNIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS IN OLY• Alm SMALL 1401 13E RELIED IRON IN Wf OTTER WAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR. o T3 � o o l= W-TPI - IONS PLATE INSTITUTE. NOS - 1991 NATIONAL QE5lbn SPECIFICATION FOR WOOD CONSTWION FL/12(- - p�� I F� 1tIF1�9% t1� .,�.i�OCONNECTORS 3{v` L�TqT 0..OSEAL '•.;QpTTTOr.'c>` SSION .. ev TC LL R3 30 .0 PSF TC tlL �] oR 15 PSF 1A BC DL SQ 0 PSF Q 0 PSF1�TRI15S LD, y1 wr, 55 PSF - REF DATE 06/ 1 6/ 94 HC16894018 ORWA446 1� DUR . FAC . 1 .33 ] A O 0 24.00 SPACING G'i i ( JACK THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N NOTE: LUMBER TO BE SP 13 FOR 1'D" THROUGH 3'0" JACKS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. ** (3)16D COMMON OR (3)0.128"x3" GUN NAILS,TOENAILED. * (2)16D COMMON OR (2)0.128'x3" GUN NAILS,TOENAILED. L-Q-2-0-0 J,TRUSS-SPAN= (SEE TABLE) R=R1 U—U1 W®3.5" (SEE TABLE) ASCE 7-98. 30.00 FT MEAN HGT, LOCATED ANYWHERE IN ROOF. CAT 11. WIND TCDL=5.0 PSF. WIND BCDL-5.0 PSF.(SEE TABLE) JACKS UP TO AND INCLUDING 4'0' MAY BE CANTIL.VERED 8'. MAX MAX BLDG LOADING REACTIONS SPAN MPH EXP R1/U1 B.O. 120 2 a,b 594/280 7'6" 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=30/15/10J55/1.33 55 3 C51 n PLT TYP_. Wave TPI-95 Design Criteria: TPI STD "WARNING TRUSSES REQUIRE EITRENE CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING-ANO BRACING. REFER TO 1118-91 (HANDLING INSTALLING AND BRACING). PUBLISHED RY TPI (TRUSS PLATE 1 NSTITUTE, S83 D'ONOfR10 UR., SUITE 200, NADISON, N1 $3719). EDR SAFETY PRACTICES PRIDR 10 PERfORH1NG THESE fUYCTIDNS. UWL ESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S14UCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 1161D CEILING. `• IMPORT ANT"" ' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT OE RESPONSIBLE FOR ANY DEVIATION FROG THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 10 00NFORMANCE HITO TPI; 02 FABRICATING, HANDLING. SNIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONfORHS WITH APPLICABLE PROVISIONS OF NOS (BATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AHERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HAOE OF 20SA ASTM A663 G1140 GALV. STEEL. ERCEPT AS NOTED. APPLY CONNECTORS TO EACH fACE OF TRUSS, AND UNLESS OTNERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Y+� � DRAVIWGS 160 A-1. THE SEAL ON THIS DRANIR6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AIITIIIC Ll1iMeCTCd PrCldu,`,.h, w, 111C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 13RiMCN City, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILD106 DESIGNER, PER FLCr.ITl6catOofAuthorization A567 ANSI/TPI 1.1995 SECTION 2. 19.52a 1 TC L.L PSF SEE TC DL ABOVE PSF BC DL TABLE PSF BC LL PSF TOT.LD. PSF OUR�AC. SPi..NNG 24N O.0 Scale—.375"TFt. REF RO81--0 _ DATE 12/03/01 DRW HCIISR081 01339110 HC-ENG /JWC SEON - 10579 FROM MDC LJA N (HIPJACK DETAIL - TYPICAL IIIPJACK/KINGJACK 1111S UW6 Ill IPAll h) IR01i COMPIIIIR INI'llI (I DADS d III I'll IISIONS) SIIIIMIIIIO NY 11111SS ill lt. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP y2 N WEBS 2x4 SP #3 SBC UPLIFT CHART MEAN HEIGHT WIND SPEED DEAD LOAD LOCATION 0.0' 9.83' 30 100 10 320#_ 3701 30 100 15 250# 270 _ 30 110 10 480# 5401 30 1l0 15 3301_ 3209 ENCLOSED BUILDING, 30' MEAN HEIGHT MAX. AS_CE -93 UPL FT CHART MEAN HEIGHT WIND SPEED DEAD LOAD_ I LOCATION 0.0' 9.83' 30 ]10 10 16001 16DD1_ ENCLOSED BUILDING, 1-1.05, EXP. - C HIPJACK SUPPORTS 7- 0. 0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL. LOAD. It IN LIEU OF BEARING WALL, PROVIDE 3-16D TOENAILS OR PROVIDE A HANGER ON BOTTOM CHORD FOR 8190- RI W3X4(A1) = L---2.9 - 15--j 9-10-1 R-695 W-2.00' HINIMUM •• TOP NAIL BEARING �A-3 9 BOTT014 NAIL BEARING -1 � 1 ALTERNATE BEARING WALL R-819# W-2.00- MINIMUM R1 AP 11/18/99 Scale -.375" PLT TYP. Wave TPI-95 Design Criteria: TPI(STD 19.Oa9 FL l/ 0/3/-/-/R ••NdYMING•• INUSSIS NIou1A( I/ININI CANT IN IANAICAIION. NARDIING. $DIPPING. INSIAIIING Abu T C L L 30 OR 20 PSF R E F R 0 8 1-- 4 0 9 6 0 - 1AAC IN, N111N 10 IIIN NI (DANUAIN6 INSIAIIIN6 AMU bNACINGI• Publls"IU NI IPI IINOSS PIAII IrSlllull. Sbs b'UMO1"0 DI.. "Ill M. MADISUN. MI 0116). FOR SAIIt1 PNACIMS ►AIOA 1D TC DL l5 OR 2O PSF — DATE 03/17/99 I[AI06N116 1DI SL IYN[IIOYS. uNllls OIblArlil iD01[All O. LOP CNODD SMA11 MAIL ►I0►1 Alt AIIA[MID .�� P F� SIAU[IUMAI ►ANIl S. 00110M "IONO SMAII NAVI A PIOPINII AIIAC"ID AIGID CIIIIAG. jlf ;7 BC DL 10 PSF ORW WC.NSR011L 990 6001 ';"IHPOR I A111•• IUINISD A COPI 01 INI$ OISIG 10 1Dl INSIAIIAIION COMINACIDN. AI ►INl INC-INI(III I) 1106Ci5. INC. $1, 1 YDI BI AI SPONS ULI IOA ANY 0111AII04 [NON )NIS DISIG6; ANI IAl loaf ID INSIAltING ANO • ND. *`%, 0 PSF H C - E N G J WC / A P A L P I IV E Au" D IMl INbsS[S IN CONIGAMA►CI Ulf$ Ifl: 04 IANAICAIIYG. UANO1106. SMIP••PID6, 1IAC1116 or IAUS61S. INIS OlSl66 COIfaMS N11N AIIIICAfII PAOVISIONS DI NOS (AAIIONAL MIG► ADD lfl. AIPINI V� ] / {y/ 1• s C L L _-_ 16212 sPI C 111CA11Ob POb11SNlD NI 1"1 AMIDICAb (wISI AND PAIIN ASSOCIAIIO►) OF TOT .t D. 55 OR 50 PSF SEQN CDSNICIOI$ All MAD( DL IOGA ASIM AW 6440 6411. $1111. UCIPI AS 40110. Attll COAMICIOAS 10 O ; STATE Alpine E nglnccrcd PI/x1uGlS, Inc. IIULNes CII1', F1. )3Sia I ACN IACI Of ittlSS, A►o NYIISS 01M1ANIS1 IoCAt10 OA INIS OISIW, ►US11169 CObb(CloAs PIA DNANIY6S 160 A,I. lot SIAI ON IRIS OJAMING INOICAILS ACCIPIANCI 01 PIUIISSIONAI LA61N1111N6 $ COD►ONIN1 OGN s"uND. Is/ SUl "NIIIII AND USI Of IRIS AISPONSINIIIII Sol " 1 IOD 1U1 IADsISI CONPON(al 10A AN/ /AIIICuLA6 Nbll01N6 IS IN( 1ISPONSUIIIII 0I lot 66118166 01616111. 111 ANSI11PI 1-196'. S1C110A 1. URIOt-I ..At.. s�jpNA.. "— lOUR.FAC. 1.33 OR 1.25 FROM S F P — 130110H I-1LL1_H HEI'A I CONTINUOUS LATERAL BOTTOM CHORD BRACING AT 24" 0_C. SPACING OR AS SPECIFIED ON TRUSS DESIGN. R5 TRUSS LOADING aI i 30 PSF LIVE LOAD TOP CCIORD 15 PSF DEAD LOAD TOP CHORD 10 PSF DEAD LOAD BOTTOM CHORD 55 PSF'TOTAL LOAD @ 1.33 DURATION -OR- 30 PSF LIVE LOAD TOP CHORD 7 PSF DEAD LOAD TOP CHORD 10 PSF DEAD LOAD BOTTOM CHORD 47 PSF TOTAL LOAD @ 1.33 DURATION ALTERNATE LOADING: K�, IC LL 20.0 PSF TC DL 20.0 PSF BC DL i0.0 PSF TOT . LD _-5Q,_YSF SPACING 24.0 8 FILLER RECOMMENDED REPAIR PROCEDURE 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER. IR2 2. APPLY NEW 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB TO BOTTOM CIIORD AND FILLER WITH (3)-16d NAILS EACH END OF VERTICAL. 3. PEAL BACK THE PLATE OFF THE TOP OF EACH VERTICAL IN THE UNNEEDED LENGTH OF FILLER. 4. CAREFULLY BEND BACK THE PLATE OVER TIIE WIDE FACE OF THE BOTTOM CHORD FOR CLEARANCE OF NEW CEILING. 5. CUT UNNEEDED LENGTH OF FILLER OFF AT EDGE OF VERTICAL SCAB. o � R1 NOTE: BOTTOM CHORD FILLER MAY BE COMPLETELY REMOVED BEING CAREFUL TO FOLLOW PROCEDURE 93 ABOVE. R2 NOTE: GUN NAILS MUST BE 0.131" IN DIAMETER AND 3" IN LENGTH. }+-FIELD APPLIED FILLER. r t1 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB. ATTACH TO BOTTOM CHORD AND FILLER WITH (3)-16D GUN NAILS IN EACH, (0) No I � r3�1�31aai�•� LENGTH TO Ct1T OFF FILLER. t4✓�/7 4'-0" O.C. TYPrI. �} / l EXISTING FILLER 1 RS V15 REV. 8114(2ool 'Tt4 Uri fled- V31g8 R3 A P R E v 2114194- --- TRUSS SPAN OVER 2 SUPPORTS R2 REV. WLB 3/25/93 R1 REV. WLB 3/11/93 PLt - Tyw- ALPIIue TPT 95 (9-4) FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR R4 91F0 Gg_g_4Wj.1j3 O 1'7 C'� C7 [� F� AL►UE E116loEEr.ED PwaYlctE- ute. taucsfc DEaneE EE11E.E CA14 DESIGN CRIT:TPI REF BC . FILER . R )Eif IMPORTANTHM SHALL Iwt EE DESPDIa1RE " Alu ARNING 1st 14tglloq, EMEC71D1. Age OA[= � DEMIAIIDtr vww tests mslQl oD loESE SPECIFICAltY6. at Alit BRACING. EEE PID-Dt Of I►l, SEE lilts DEspal E:1 PC•TC LL irN PSF DATE 04/17/90 .FI0= sA1LIwE to &Alfas nE 1DtKs lol CSF1lnlurCE rile ulu DY 1pl f0R ADo11ta.AL sKct►L KDMAlEm Dnlcb6 nE y"• IFIoOAL►I/E Lo1AECItIP6 ADE KAU[ of 2"A &ALV, s1EEL KE►1.0 AsIr1 Wimse Etrls. LSLEss OlKwlse 1101CA1E0. top V'a 7 DL Nr PSF DRHG 884,132 ANs W A lACEPI As 1w1ED. 10mV CMMECInnE ID CAW fACA: 11P C"0DD SHALL DE LAIEDALL7 DDACED Mll.t ~c. i*"=:1 o tnrs5 u0 1/ILEss DloEwtSE LOCAIED al lost& Ddslsll PUs111a1 Lf AII&DEo PLf1wDD 61EAIUUK% II011UN EIEMDBC t)L MM PSF I IC-ENG DAL CuaE[IUr1s NU WAllis" IU. IOU E t"A-f. Dds ICt1 71+N1LYls D1i/1 ^%ft"Lf Al1AC.ED D14111 CEIL Ilia -- SCE MM P.r7FCa/'W.M lit-MICADLE r'.MWIt14.& of IOA C vl. �•.. 410IIEf.1'A ALPI.w. lEGD/1CAL UPDAIE mwatI sat ltiwPEn�'STATE OF �[/ TD7.LD,=]SELL two lilts U.tllt504 +wwlCs ID low. EtM1►DrE1.1 DEPICTED 1411E DMYMALL AMt1CA71oU. (1Ar11s.1 A EWH D1 u11s.7 p1 tEL.tl, 1314 U1111. 11111 It M1.1111 II.1D1 Ill AW Gilt" %A7. mifin 10 loa Iwts7 I1M CI loot Quit"" lip.. S�ONAL� �Qs1 l�'(p�(� C O l= ,--1✓l - IIs15% M All 110111WIrp 1A1S - I1Mt IW ID1tt1. llfslfAt S.'1'clt ICAIIa1 roll MD1w I:tpc.l.q Ellwl 5 AGI NO I�"1 . O" T YPI' Job: (9237--5B5/) / CCA HIPJACK /. K%NQ-3 A TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD SPECIAL LOADS TC - From 0 PLF at -2.83 to 78 PLF at 0.00 TC - From 0 PLF at 0.00 to 213 PLF at 9.90 BC - From 0 PLF at 0.00 to 47 PLF at 9.90 TC - 88 LB Concentrated Load at -2.83 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT 330# 390# BRG LOC 0.00 9.65 UPLIFT BASED ON 15 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=20' FT. ENCLOSED OR FULLY OPEN BUILDING. (SBC) mia ugu. rncrwr+�u rnun wrrru..., i�.+�.+.. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 400 460 BRG.LOC (FT): 0.00 9.65 TRUSS DESIGNED FOR 110 MPH WIND, 20.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS TO SOLID BEARING. .+ THIS HIPJACK IS DESIGNED FOR THE FOLLOWING CORNER SACK PITCHES: " 6/12 TC WITH 3/12.BC, 5/12 TC WITH 3/12 BC, 5/12 TC WITH 2.5/12 BC. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT 320# 370# 4X6 BRG LOC 0.00 9.65 UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD. WIND SPEED=100 MPH. MEAN HGT=20' FT. ENCLOSED OR FULLY OPEN BUILDING. (SBC) + IIS HIPJACK IS DESIGNED TO SUPPORT A CORNER 2X4 4X6 2N .T WITH 07-00-00 SETBACK. 3X4(A1) WOE R o + ICKS HAVE WEBS. * PROVIDE 3-160 TOENAILS. WITHOUT SPLITTING LUMBER. R3 O O p O C= p p p p p [� O C= CZ3 O C=3 o �ALPIN 1� o p TRUSS o p [_ 2 R=632# W=7" —1U-1J 9'10"13 OVER 2 SUPPORTS TPI-95 DESIGN CRIT TPI **IMPORTANT**ALPINE ENGINEERED PRODUCTS, INC. WARNINGTRTUSSES REOUIRE EXTREME CARE SHALL NOT BE RESPONSIBLE FOR ARTY IN HARIDLI05. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN FAILURE TO BUILD THE TR'SS IN COINFORiIANCE WITH 0ST88 BY TPI. FOR ADDITIONAL SPECIAL PERN41ENT BRACING, RE ALPINE COINECTORS ARE MADE OF 206A SALY. STEEL MEETING AS7M OUIREMENTS. UWB.ESS OTHERMISE I1101CATED. TOP A446 6R B EXCEPT AS NOTED. APPLY CMECIC44S TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED KITH PROPER TRUSS AND L41LESS OTHERWISE LOCATED ON THIS DESIGN. POSITIOM LY ATTACHED PLYWOOD SIEATHINIG. BC-TTC1 CHORD CONNECTORS PER DRAWINGS 130. 150 C 16DA-F. DESIGN STANIDAROS WITH PROPERLY AIIACWED RIGID CEILING -- SEE CONFORM K/APPLICABLE PROYISIOHS OF IDS C TPI. AN EIF IIEER'S ALPINE TECMICAL. UPDATE 17/1/91-i FOR PROPER SEAL 014 THIS DRAWING APPLIES TO THE CCiPONENT DEPICTED HERE DRYWALL APPIAC01011. FA15H A COP! OF 71115 IN ONLY, AID SHALL HOT BE RELIED --"4 IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION COHIRACTDR. A--TPI - TRUSS PLATE INSTITUTE. NOS 1991 IIATIONAL DESIGN SPECIFICATION FCR WOOD MISTAMT1014 R=857# W=4" ALTERNATE LOADING: TMT- - -PSF TCDL 20 PSF BCDL TO PSF TOT.LD 50 PSF DUR.FAC 1.25 SPACING 24" TC LL TO OL BC DL SC LL TOT.LD. DUR.FAC //--/ 's �z / izZ APPp9" R.2 A P99V 30.0 PSF RE 15.0 PSF DA 10.0 PSF DR 0.0 PSF FL 55.0 PSF 1.33 >S1 I (47521-P72 3338B - FGI' TOP CHORD 2x4 SP #2 N BUT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 I DEFLECTION MEETS 1/360 LIVE AND L/240 TOTAL LOAD. I TRUSS MAST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL. SHEATHING. T 1-I4-0 _I_ 2X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY IRO» MrM. 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_g_nalls) TOP CHORD: 1 ROW @ 5" o.c. BOT CHORD: I ROW @ 12" o.c. WEBS : 1 ROW @ 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. SPECIAL. LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 684 PLF at 0.00 to 684 PLF at 16.33 BC From 130 PLF at 0.00 to 130 PLF at 16.33 2X4111 — 2X4III 16-4-0 Over Continuous Support R=814 PLF W-16 4-0 Note: All Plates Are W3X4 Except As Shown. IPLT TYP. Wave TPI-95 Design Criteria- TPI(STD) Ver: 5.05 PDING INSTALLING AND ALPINE Alpine Engineered Products, Inc. Iiailles City, FL 33844 FL Certificate of Authorization # 567 "WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHI BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY EPI ()RUSS PLATE INST I1UiC. 583 D'0% FR To OR.. SU LIE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 01H ER NI SE IND TCAIEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT** FURNISH A COPY OF THIS DESIGN 10 THE IWSIALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NUT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BU ILO THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING. HANDI ING. 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 ZOGA ASTM A653 GRCO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON 111IS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I. 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. HI/-/1 TC LL TC DI_ BC DL BC LL TOT.LJ. DUR.FAC SPACING T 1-4-0 IL7-7.. 40.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF 1.25 SEE ABOVE M91 Scale—.375"/Ft. REF R081--58170 _ DATE 12/23/02 D R W HCUSRO81 02357186 HC-ENG CH3/MMA SEON 3374 FROM SCH JREF 1RYT081__Z27 (31719-5114 3300A - FT2) TOP CHORD 4x2 SP #2 N ROT CHORD 4x2 SP #2 N :02 4x2 SP #1 Dense: WEBS 4x2 SP #3 DEFLECTION HEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 9-3-0 li Type W1X4(R) W4X6 143X4 0-7-0 • 1111% DWG 11111PARID IR014 f.OMP111ER 1111'111 (TOADS S 01HENSIONS) SIIBMITIID RY 11111SS HfR. SEE I110.91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. MAX JT VERT OEfL: LL: 0.44" OL: 0,16" (SEE DWG DEFLCAMB0699) RECOMMENDED CAMBER 1/4" TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 13.75 W2.5X4 142.5X4 Ya W1.5X4 M W2.5X4 -10-4-8 j W—W2.5X4 W3X4= 1406- W4X6- B2.:. W1X4(R) W2X4 M R-1137 W-6' W-IIS2510 w 141 .5X4 M W2X4 al -9-4 Over 2 Supports - R-1136 W-3,5" PLT TYP. High Stren th,Wave TPI-95 R Design Cr1l_eria: TPI(STD "•MANNING•• IRYSSIS l[NUINI IRIYIIIf CART IN IAIIYICAIIMN, NANDI I44, SYIrf ING, INSIAIIINA AYD tlN AC IY4. Nlflr 1Y MIN 91 I11-01 IYG IYSIAI1 IYG AYU ONACING), PYO1 ISYlU NI IPI 11NNSa PI AI{ 1 YSIIIYIE. SY] U'UNDI RIO UN., lull( I". n+OISUM, YI 5�1191. fUM SAIL 11 rM A1.I II:IS rNIUN 10 ►INlam MING NISI IYNCIIMNS. NNIISS OINIYYISI JYOICAIJO, IUP CNUND "All NANI PYYPINII AIIACMIN i1NUC1UNA{ rAM11S. MOIION CIIOAD SYAll YArI A IIUPININ AIIACNIU RIGOR LIIIIYG. •'I MPIIII I AN I•• IYNNISM A COPY Of INIS DI51GN 10 lot IY5IAIIA110N COYIYACIuM. AIr1Y1 IYGINItNIII rYDUUCIS, INC. SIIA11 NOI 111 1ISPON51811 ION ANY UI111A11UN 10011 UIIS NISIGN. AYI 14I1UNI, 10 NNIIO Jul INUSSIS IN CONIONMANCI Wilk IP1: IN1 /ANNICAIING, MANDIING, SNIPPING. (MSt A111NG AND ALPINE NIALIYG illIRtlssfS. lY1i JUSTLY CONJOINS YIIM AP/I IAANII rtlwIS111NS UI YUS 104011ONAl Visit;*Sr[C It ICAO 10N rob11SYlO YI INI AM{YI[N IW11 SI AND ►Art■ ASSlIG1A1 IIrN) AND Irl. Al►INI C"NICIORS All MAUL 01 YOGA ASIY AYSi 6440 GAIN. S1111, IICIPI AS IIUIIM. A►rlt CUNNICIUNS 10 IACI fACt of INYSS, AND bItISS MIAMI. IOCAIIa UI Ibti Nf SI&N, rOS1118Y CONNLl1ulS rig UNAYIYGS )GO A 1. IN{ SIAt all INIS DRAWING INOICA11$ ACCIPIAba OI PYOIISSIuNA1 tY4IMllNIYG INNIS CNUrull Nl INSIGI StlOYI. INI INIIAY1J f11 AYU N:1 Of fN15 IlNNILYf'l1y,11. 11A1'1 L11MhuNlti IOW /Yf PANIIf Alpine l;nginrcrul l'nxIIu1N, I'le IISr0Y51Y1111r s01111 Jul lot .NIAN bNItNI►4 Is INI YI,PbYsIbllllf UI INI NMIllgN6 UI+I4YlI, Pit ANSI /l►1 1 IN4'. s11.11uY 7. 19.Obl OT FLfl/ TC LL 40.0 PSF TC OL 10.0 PSF DC DL 5.0 PSF OC LL 0.0 PSF TOTAD. 55.0 PSF OUR.FAC, 1.00 CflerTur 9A n- F ra- I I1-f4-0 4-0 1-1 _!_. 8 - O-L-- 0 Scale-.375"/Ft. REF ROB1--87590 DATE 04/01/00 DRW IICUS11081 00092163 HC-ENG JWC/WPF SEON - 11324 FROM JRH (41552-M37 3380A - FT2A TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 9-3-0- 15" Typ. W1X4 (R) BULL 143X4 s T 0-7-0 W1X4(R) = w4An W-HS2510 = W2X4 W R-1008 W-6' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & (DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO IIIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL. it BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 15.75 W1X4 W 18-5-4 Over 2 Support Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD ••YARWiM6•• TRUSSES REQUIRE TIMM CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER 10 NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITalf. SS3 D•ONOfR10 DR.. SUITE 200, NADISON, YI 63719). FDA SAFETY PRACTICES PRIOR TO PERfORMIYG THE Sf FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP LNORD SN ALL NAVE PHDPEHLT ATTACHED SLNCTUNAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 91610 CEILING, —IMPORTANT' ftlRNISN A COPY OF THIS DESIGN 70 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 WIT" TPI; 02 FABRICATING, HANDLING, SNIPPING. INSTALLING AND A L P I N E BRACING Of TRUSSES. TNIS DESIGN CONFORMS NIT# APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIf(CATION PUBLISHED BY 7NE AHENICAN FOREST AND PAPER ASSOCIATION) AND 7P). ALPINE CONNEC10R5 AAE MADE (IF 206A AST" A653 6240 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED DN INIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine 1SRldOC1S Inc RESPONSIBILITY SOLELY FOR THE TRUSS CONPONENT DESIGN SHOWN. THE SUITABILITY AND USE DF THIS Enggi4 Engineered o3844 COHPONE Ni FOR ART PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AN51/TPI 1.1995 SECTION 2. 7-10- W-W2.5X4 = W3X4 - W4X6 - 19.Ob2 QTY:1 T 1-4-0 8-0-0 WC A4 Iff R-1007 We3.5' FL/2/-/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF 8C DL 5.0 PSF GC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" m Scale-.3i:)'/Ft. REF R081--5560 DATE 11/08/00 D R W MCUSR081 00313187 HC-ENG /JWC _ SEQN - 2408 FROM ROG f41552-1437 3380A - FT3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #1 Dense IOT CHORD 4x2 SP 2400f-2.OE :B1 4x2 SP #2 N: WEBS 4x2 SP J3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. --9-3-0 5Typ- W4X6 = W4X6 W1X4(R) = W3X4 0-7-0 T W1X4 (R) W4X6 - N19AD - W3x9 = 142X4 III W-HS2510 = R-1210 W=6` 14.75' WIX4 M REFER TO HIB-91 FOR ADDITIONAL. BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX 3T VERT DEFL: LL: 0.48" DL: 0.18'. 1-7 0"� W-W2.5X4 = W2X4 III W4X4 = W4X6 PN I A -I NI W-HS2512 = 2-1-4 Over 2 Support Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Hi h Strength,Wave TPI-95 Desi n CriterIf I STD *•HANDING'+ TRESSES Rf0E10.E EXTREME CARE IN FABRICATION, RABBLING, SNIPPINGING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPS PLAY INSTITUTE, 683 O'ONOFR10 OR.. SUITE 200- MADISON. WI 53719). FOR SAFETY PRRIOR TO PERF ORMIYG 1NE SF FUNCIlOYS, UNLESS OTNEIVISf INDICATED. 70► CHORD SMALL HAVE PTTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL MANE A PROPERLY ATTACHED RIGID CEILING. •"IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. GINEEREDPRODUCTS, INC. SHALL B01 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: LURE 10BUILD TOE TRUSSESIN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING,ING AND ALPINE BR AC JUG OF 7RUSSES. THIS DESIGN CONFORMS LII7M APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN SPf CIFICAIION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS50CIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 6U40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER :RAVINES 160 A 2. 1NE SEAL OR 7LIlS D0.AB LNG iBO iCAlES ACC(PIANCE OF PROFESSIONAL ENGINEERING AI UH: Products, Inc.RESPONSIBILITY SOLELY FOR TOE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IBIS P ELBmeved COMPONE N7 FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER f7e:.....mc FT oduct ...-- .---.... _ W3X6 = R-1209 W-3.5` Ob T 1-4-0 -L 8-0-0 cko), Scale -.25" Ft. TC LL TC DL BC DL •5C LL TOT.LD 40.0 10.0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF R081--47187 DATE 06/26/01 DRW HCUSROB1 01177237 tIC-ENG V8/AP SEQN - 1573 DUR.FAC. 1.00 FROM RA CPArlma 24 n" (50004-M37 3380B - FT4 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 0.25 TC From 260 PLF at 0.25 to 360 PLF at 6.27 TC From 210 PLF at 6.27 to 210 PLF at 8.07 TC From 775 PLF at 8.07 to 775 PLF at 13.60 BC From 10 PLF at 0.00 to 10 PLF at 13.60 TC 3000 LB Conc. Load at 7.00 REFER TO DRAWING 657,275 OR 657,2758 OR 1,153,783 FOR GABLE DETAILS.NOTE: CONNECT BOTTOM CHORD FOR 350 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO I' DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 02 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 160 NAILS EACH END. W2.5X4 W1X4(R) I 0-8-8 W1X4 (R) W2.SX4 W2X4 III R-712 PLF W-13-7-4 W2X4 III W1.5X4 III W8X8 M W3X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLEC11ON MEETS 1./360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MAST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W3X4 81 W2.5X4 IH W2.5X4 W4X4III W1.5X4 III 141.5X4 III W2X4 III W4X4 - 13-7-4 Over Continuous Support— - Note: All Plates Are W1X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) "'WARNING" TRUSSES REOUIRE EXTREME CARE 10 FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. 0.If E0. 10 N1891 (NANDI ING INSIAIIING AND BRACING). PUBLISHEO BY IPI (TRUSS PLATE INSTITUTE. So O'OMO1111 DR., SUITE 1D0' MAGI SON. VI 5lil9T. FOR SAFETY PRACTICES PRIOR 10 PERFORMING IHE SE FUNCTIONS, uMLESS OTHENVISF INDIC AXED. TOP CHORD SHALL HAY4 PROPERLY AIIACHED 51NUC1URAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY AIIACMEO RIGID CEILING. --IMPORTANT-- FURNISH A COPY OF IN IS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. ItlG. SHALL p01 BE RE SPON5IIII FOR ANY DI%A110N FROM THIS DESIGN: ANY FAILURE 10 BULL) iWE TRUSSES IN NOT YI1IT 1P1: OR fABRICAJIMG. HANDLING, SHIPPING. IMSIAU ING Atl0 L__ ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIF ICAIIOM PUBLISHED BY THE AMERICAN FOR ANO PAPER ASSOCIA110Mj AND TPI. ALPINE CONNEC10R5 ARE MAOE OF 20GA ASIM A653 GR AO GAL V. 5T EEL. EXCEPI AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS 01HERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A.I. THE SEAL ON TN15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. AESPONSJOIL11Y SOLELY FOR THE TRUSS COMPONENI DESIGN SHORN. IRE SU11.81L1TY AND USE OF 1.15 Haim City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS IN[ RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Catificate of Authorization At S67 AMSI11P 1 1 1995 SECTION 2. I 1-4-0 9-4-0 19.Sb �X� ADO HI 1 E - Scale -.375" Ft. TC LL TC DI BC DL BC IL TOT.LD. 40.0 10.0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF R081- 48212 DATE 09/12/01 DRW HCUSROBI 01255131 HC-ENG /JWC SEQN - 4683 DUR FAC. 1.00 FROM WB SPACING SEE ABOVE (50004-M37 3380E - FT5 ) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 380 PLF at 0.12 to 380 PLF at 31.44 8C From 10 PLF at 0.00 to 10 PLF at 31.44 P W1X4 (R) = W2X4 III W2.5X4 W—W2.5X4 R-388 PLF W-31-5-4 W—W2.5X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MER. DEFLECTION MEETS L./360.00 LIVE AND L/240.00 TOTAL LOAD TRUSS MUST BE INSTALLED AS SHOWN Willi TOP CHORD LIP. REFER TO DRAWING 657,275 OR 657,2758 OR 1,153,783 FOR GABLE DETAILS.NOTE: CONNECT BOTTOM CHORD FOR 190 PLF UPLIFT ALONG THE CONTINUOUS SUPPORI. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1' DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 02 VERTICAL WEB TO BE PLACED AT EACH SIDE Of THE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. W1.5X4 IU W1.5X4 III W1.5X4III W1.5X4 III W1.5X4III W1.5X4III W1.5X4 III W1.5X4 lu W2.5X4 = 31-5-4 Over Continuous Support _I r pW2.5X4 = 1-9 4-0 w2x4 ITi Note: All Plates Are W1X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) 19.5b QT ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Ces ificete of Authormuon N 567 "WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NAN DL ING. SNIPPING. INSTALLING AMU BRACING. REFER 10 WIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE INSII TUNE. SB3 O'OMOFRIO DR.. SUIIE 200. MADISOM. NI S3T19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUMC1job 5. UNIESS OTHERWISE INDICATED, lop CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANI S. 00110e CHORD SNAIL HAVE A PROPERLY ATTACKED RIGID CEILING. --IMPORTANT" FURNISH A COPY OF IN15 DESIGN 10 THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SMALL NO] BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING, SHIPPING. III ALL IMG AND BRACING OF TRUSSES. IRIS DE SIGH COMF ORMS WITH APPLICABLE PROVISIONS OF 005 (NATIONAL DESIGN SP ECIFICAIION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAIION) AND IP/, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OINERWISE LOCATED ON 1015 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. ' THE SEAL. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPOMSIBILIIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IRIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECIION 2- H ILU - TC LI. TC DL BC OL BC LL TOT.L D. OUR. FAC SPACING 7r/-7- 40.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF 1.00 _ SEE ABOVE Scale—.1875"/Ft. REF R081--48211 DATE 09/12/01 DR W HCUSROBI 01255130 HC-ENG /JWC SEQN - 4680 FROM WB (4155'L-M37 3380A - FT6 FOP CHORD 4x2 SP #1 Dense 101 CHORD 4x2 SP 2400f-2.Of :B1 4x2 SP #1 Dense: WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.61" DL: 0.23". 1 5' Typ. 1-10-8 P-1 W4X6 = WIX4 (R) = W4X6 = W4X4 0-7-0 T B] THIS DWG PREPARED FROM COMPUTER INPUT (TOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. + 2x6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK MATERIAI TO BE SUPPLIED BY ERECTION CONTRACTOR. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 16.75' 0-6-0 -1 W-W3X4 = ' WIX4 IU WIX4 N WIX4 III WIX4 III W2X4 IU W2.5X4 = W2.5X4 = W2.5X4 - W3X4 = W4X4 = W4X6 WIX4 (R) = W4X6 = W4X6 = W4X4 = W3X6 = W2.5X4 W2 5X4 = W3X6 = W4X4 = W4X6 = W4X6 = W2X4 N W-HS2510 = R-1302 W-6" W-HS2512 = 23-9-4 Over 2 Support PLT TYP. Ili h Stren th Wave TPI-95 Design Criteria: TPI STD *WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HARDLINE, SHIPPING, INSTALLING AND BRACING. RIFER 10 018-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, 583 D'OMOf R10 D0... SUITE POD. MADISON. W1 63719), FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNC1iONS. UNLESS (INEAMI SE IlOICAI[D, TOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 00710M CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.*ALPIXI fM8INEEAED PRODWCTS, INC. SMALL 1101 BE RESPONSIBLE FOR ANY DEVIATION FROM IRIS DESIGM: ANY FAILURE TO BUILD IRE TRUSSES 11 CONFORMANCE WITH TPI; ON FABRICATING, HANDLING, SNIPPING. INSTALLING AND ALPINE —� BRACING Of TROSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIO'S OF NOS (NATIONAL DES161 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI_ ALPINE CONNECTORS ARE MADE Of Y06A ASIM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON )HIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Fn eered PTOduclN,Ino. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P Hamm City. Products, COMPONENT FOR ANY PARTICULAR 60110ING IS THE RESPONSIBILITY OF 19E BUILDING DESIGNER. PER Y ANSI/TPI 1-1995 SECTION I. R-1301 W-3.5' 19.Ob2 T 1-4-0 _L 9-4-0 HI/1/-/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL - 5.0 PSF BC LL 0.0 PSF TOT.LD 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" �b �0_ Scale-.25"/Ft. REF' R081--47186 DATE 06/26/01 DRW IICUSRO81 01177236 HC-ENG VB/AP SEQN - 1570 FROM RA (41552-1437 3380A - FT/ TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense :B2, B5 4x2 SP #2 N: WEBS 4x2 SP #3 (CALCULATED VERTICAL DEFLECTION IS 0.85" DUE TO LIVE LOAD AND 0.32' DUE TO DEAD LOAD AT X - 14-6-12. 11-10-8 5' Typ. W6X8 W1X4(R) = W5X8 = W5X5 0-7-0 T 62 THIS DWG PREPARED FROM COMPUTER INPUT ([.DADS & DIMENSIONS) SUBMITTED a TRUSS MFR. + 2x6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBAC.K. ATTACH TO EACH TRUSS WIIERE SHOWN WITH 3-10d NAILS. STRONGBACK MATERIAL. TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 30.75' 3-0-0 � W=W2.5X4 = W—W2.5X4 W3X6 III W06 = W4X6 = W04 - W4X6 - W4X6 = W5X5 = W5X8 = W6X8 W1X4 (R) = W6X8 = W5X8 - W5X5 = W06 - W4X4 = W3X6 bl W3X6 III W—HS2510 W—HS2510 = T 1-4-0 -L 9-4-0 W4X4 = W4X6 - W5X5 = W5X8 = W6X8 W3X6 III W3X6 III W—HS2510 W—HS2510 = 27-5-4 Over 2 Supports R=1503 W-6' PLT TYP. High Stren e th.Wave TPI-95 Design Criteria: TPI STD 19.Ob2 *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO 010-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE 683 D'OROFRIO DR.. SUITE ZOO. MADISON- NI $3719). FOR SAFETY PRACTICES PRIOR 10 .�� P F� 1 NS71TUIE. PERFORMING THESE FHNCTTONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SiR UCTURAL PANELS. B01 TOM CHORD SHALL HAVE A PROPERLY ATTACHED R161D CEILING. ••IMPORTANT■+ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 6 � �* *'AL N PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IM CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND LNNSQ 9;� THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL 0151" STATE OF ALPINE BRACING OF TRUSSES. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE • Z0F1VDt- ss�lil�- CONNECTOR$ ARE MADE OF 206A ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCAIED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 015161 SHOWN. THE SUITABILITY AND USE OF THIS II1C PiOdOC� P O*"^A COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER W3X6 III R-1502 W-6" HI/l/-/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 CPArTNr, 9A n" 0 CA) 1 Scale—.25"/Ft. REF ROB1--47185 DATE 06/26/01 D R W HCUSROBI 01111228 HC-ENG VB/AP SEON - 1567 FROM RA (31149-5114 3300A - 1`10) TOP CHORD 4x2 SP r2 N 001 CUORD 4x2 SP #2 N WEBS 02 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W1X4(R) 0-7-0 III X4 (R) in 1111S DWG 1,111PAli If) IItISM t:1411'U11It INI'111 (1OADS S IfIMfNSIONS) SI1RMillfll BY 11t11SS IN It DEFLECTION MEETS L/360.00 LIVE AND t/240.00 TOTAL LOAD. REFER TO IIIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO Of SUPPLIED BY ERECTION CONTRACTOR. '- 6-9-0 -1-16" 1- 11-9-0 11.PIS 6-7-0 15" Typ. i----i W1 .5X4 W W-W3X6 W1 .5X4 GI W3X61; W1 .5X4 m W4X8 ga W3X4 _ W3X4 is W3X4 = W3X6 �. W4Xq Wsxq a W3X4 1s W4Xb @ W4Xb g W3X4 W3X4 W3X4 Nm@ W2X4 tg W-W3X6 = W2X4 M W1 .5X4 111 W2X4 W 14-7-0 27-5-4 Over 3 Supports-- R-725 W-6" R-1730 W-'3.5" Note: All Plates Ar PLT TYP. Wave TPI-5 7 ALPINE --- 4 Alllllw IYlplliec11:I1 )IpY rl5 IIII; (INUwq '111. I•I 1 ��1 I e W2.5X4 Except As Shown 5\R Deslnn Criteria: TPI(STO '•UANIIING'• iNNSU S rl UltliN1 IIIrfM1 CANI IN 1ANNICATIbN. SANDI ING. SNIPPISr. Ir51AIIlbG AYU rr ACING. Nlflr lU NIS Y1 IYAr1Y IYG 1"141/ING A190 DNACIrGI. PNbl Ilot 1) bI IPI IINY:S I'IAll lYSllltll[. SY) U'UYUf N10 tut., lYl It %011, NAIII SUM. YI 57119). I69 SA1111 PNACIICIS PNIIYI Ili fI YI St.MIrG INI SI /rrC11OrS. tlol Iis UI YI lY1S/ IrDIC All D, 1D► CborN $YAII YAII rYbl•IN11 AIIACb111 SIrrC1YNAt PANIIS. NDIIDM CYbNb SYAII YAP, A ►ID►I011 AIIACYIO NIilI1 1111111, 111P1IMIAMI.- ruNrISY A Curt of IYIS UISIGN IY IYI INSIAIIAIIUN 40014AL100. AIPIrI IrGSU110111 PNUUUCIS. Irk. SYAII 4111 01 rISPUNS1U11 ION INS 1/1PIAIIUN INUN $NIS IIISIGN; AYI IAIIYYI IU bulls IN1 IrNSSIS Ir GUol UIMANCI YIIN IPI; ON IANrICAIING. rAMM IrG, SYIrPING. Ir:l AlllrG AYU "ICING UI I211Sl1S. IYIS DIMS Cl/Nlbrlll bilk APPIICANIS PNUI1SIUrl US bill INAIIuNAI III iIGN Srl C1I ICAlibN PUN. ISYID NI IY/ AMI XICAN Iurl Sl AY/1 PAPIr ASSUCIAI/uN) AY11 Irl. Al rtNl ...N,CI Dr9 All NADI Pit2UGA ASI4 AGS7 G918 GUY. S1111, l[CIPI AS Nut1U. AM 11:UrNI1;IUYl 10 /ACV fACt' Of )NUS$. ANU rb11SS UYI tNINSI IuCA1,0 its outs SIGN, rU1111UN LUMNICIUNI rim MAIMS ILO A I. IIII Slid ON 1015 IMAYING INUICAliS II:fl PIANIa In PNb11;5'IbNAI IYl;1Y11Y1r1. NISP"115I011111 Sul ll) Inr INI IN. iultruNl Nl nl'+Ir:r S ".. '11 :utl.0 ll 111 Poll b..l ra fill; 111111UN1YI IUM /hl IIYIDIII IN UN II NIh4 I• INI 11-hlh-IN II III pl 1111 NUII UI hq Id l:hlN IIN Ih.11111 1 1q.IN •.1111.I6 r R-645 W-6" 19.0b1 QTY:1 r t �irR � 11p,22B3� �au STATE OF ONA'< FrB T 1-4-0 1 9-4-0 TC LL 40.0 PSF TC OL 10.0 PSF DC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF 'll'AI: � NII III . I111 Scale-,25 REF 11081--87248 DATE 04/01/00 DRW 11CI1S11001 0009219/ 11C-ENG VB/WPF SEON - 15662 FROM 11911 (41552-M31 3380A - FT9 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HFR. REFER TO HIB-91 fOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. [TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W1X4 (R) W2X4 III R-755 W=6" 6-9-0 16.75' WIX4 H1 W1X4 M 14-7-1 14' 2-10-8 9-3-0 W—W2.5X4 = W3X4 = W4X8 = W3X4 1-5-4 Over 3 Supports Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI(STI '* WARNING- " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO MI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE 1MSTITUTE. 693 D'ONOFRID DR.. SUITE 200. MADISON. N1 63719). FOR SAFETY PRACTICES PRIOR TO PERFORM Is THESE FtlNC7IONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AIIACNED STRUCTURAL PANELS, OOIIOM CUORD SMALL HAVE A PROPERLY ATTACHED 41610 CEILING. --IMPORTANT-- FURNISH A COPY Of 1015 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, 111E SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD TXF IN USSES IN CONF ORNANCE WITH TP 1; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY )HE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CORRECTORS ARE MADE OF 20GA ASIM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON INIS DESIGN. POSITION CONNECTORS PER DRANINGS 160 A'Z. IHE SEAL ON TH15 DRAW ' INDICA "' ACCEPTANCE OF PROFESSIONAL EN61MLERING Al inn inwred Products Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT BEST GN SHOWN. THE SUITABILITY AND USE OF THIS P �S NAn,tc Rily FT. 94Y44 COMPONENT FOR ANY ' PARTICULAR BUILDING IS IHE RESPONSIBILITY OF ]HE BUILDING DESIGNER. PER �.__. .-'. W2X4 IN W—W2.5X4 = R=1348 W-3' R-339 19.Ob2 TC LL 40.0 PSF IC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DURJAC. 1.00 CDArimr C(=r ARh11F (/N T 1-I4-0 _t *9-4-0 Scale—.375"/Ft. REF R08_1--47188 DATE 06/26/01 D R W IICUSR081 01177229 HC-ENG VB/AP SEON - 1576 FROM RA (41552-M37 3380A - FT10 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 i T'HIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W1X4(R) 0-7-0 __I_ W1X4(R) = 15, Typ; W3X6 -6 REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. NO CONCENTRATED LOAD IS TO BE SUPPORTED BY CANTILEVER. 16.75' T `1 9-0 -0-0� W1X4 N W1X4 N W3X4 W1X4 IN W1X4 10 W3X4 = W4X8 - WI X4 (R) - i W2X4 N W—W2.5X4 18-3-4 Over 2 Support R-801 W66' Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD *"WARMING— TRUSSES REDWINE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER FO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $83 D'ONOFRIO DR.. SUITE 100. MATTSON. NI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P CHORD SHALL HAVE PROPERLY ATTACNEO 57RUCTURAt PANEL 5. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •"IMPORTAMI•- FORNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR- ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD IWE TRUSSES IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND CING OF TRUSSES. THIS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ALPINE BRA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPT. ALPINE CONNECTORS ARE MADE OF YDGA ASIR A663 SR40 BALM. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF IRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. TNk SEAL ON IRIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine; Produafa, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. 1HE SUITABILITY AND USE OF TNIS AlP Ham d 33844 COMPONENI FOR ANY ►ARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Li• ANSI/TPI 1.1996 SECTION Y. 0-7-0 1-4-0 T W1X4 (R) RI W 2 X 4 III 1--3 - 6 - 0--->J R-1217 Wm3' 9.Ob 11I/1/-/-/E/-/- TC LL 40.0 PSF TC OL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD, 55.0 PSF OUR.FAC. 1.00 SPACING SEE ABOVE 9-4-0 a), Scale m.375"7Ft. REF R081--47192 DATE 06/26/01 DR W HCUSROBI 01177230 HC-ENG VB/AP SEON - 1588 FROM RA (31749-5114 3300A - FT12 TOP CIIORD 4x2 SP g2 N HOT CHORD 4x2 SP #2 N FIEBS 4x2 SP #3 TROSS MIST BE INSTALLED AS SHOWN WITH TOP CHORD UP. �— 6-9-0 16.25.1 15" Typ. e W1.5X4 I11 THIS D111; 1111 VARI D 111011 1:BMI'1111 R 1111'111 (1 OADS 6 DIM 1IS1011S) S1111141 I fill IIY 1 2X6 13 IIEI4-FIR OR BETTER CONTINUOUS STRONGRACK, ATTACH TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION HEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 7- W1 X4 (R) ; W3X4 = W2.5X4 m W1 .5X4 N W2.5X4 m 1-I3X4 z W4X6= 0-7-0 143X4 am W2.5X4 F. - V13X4 - I- W1X4(R) L 179 AUa W 2 X 4 III W2X4 If 14-8-12 Over 2 Supports R-809 W-6' R-798 Wm2" PLT TYP. Wave TPI-95 R Desil�n Criteria: TPI(STO 2 f 3 ••YApY1MG•• 1wnSSE1 10012f fllwfbf CUT 11 fAtltlICATIUN. UAND111G. S%IPrIML, IYSIAIIINL Ann ,SER p R bNACING. MEIN 16 NIY 101 [NANDI ING I1ISrA1l IMG Aril bNAt ING), PrrI IaMID be IPI Hilo» PI All �N I NSI IINI[, SO] O'ONOFAIO Of.. SUITE 100. 11ADISON. NI hJ1191, IW SAlll/ PNAr.uil: PMlwl 16T��*. rl Ni OwMIM6 ID[S! INIICIIOwS. DYI [SS OINl NMI SE fMO1G1[D. TOP tIWND SYAII un PYUrl wll AIIA,:y,b NO. 2201 SIlrC 1011A1 ►A1[IS. N011 DN CNONO SNA11 NAf! A ►w01{w&1 AIIACNfli r161D Call '•IMPOYTANI•• [DNNIsr A COrt O[ fNIS Dl SIGN 10 Jill /151All Allu/ CONINACIUY, Alrlrl I1GIrl lrtb ' '♦<Q rtltlliw:IS, INC. SNA1l 11:1 Of N!S►ONSIAI! JOB Art OfYUIIOr fowl INTS DISICI; ANf lAnr11 by 110 IN[ INNSSII IN COMIDNMANCI Milk Jill; 04 fAbRICAIING, MAr111116. SuIPP11G, INl1AIIING AND 9a• STATE OF t ALPINE tl:ACING Of INussis. ]YIS DISIGN CONIONuI YIIM APPIICAMIf rlluPlllUNl rail IMAIIUMU bI51LN `k, A> oTT+o�;oz Sr[CI[ICAIIOU /MNIISMTD by INI ANEUCAN IGALSI AND r►►[w AS$UCIAIIOM) Able IPI. AIPINI COrr[CIONS Ali NADf Of 206A ASIN A653 61140 GA11. Slill, flCfPl Al bDIID. APPII CONkICIUNS III ONAL (ACN fACf Of laoss. Alan, blilss Olbfawl Sf !DC►lia Or IMIS Di Si6N. POS11101 CUN1ICIaiNI PIN MAYIY6S 160 &.1. Jill SIAI Ow IYIS OwANIN6 INDICAIIS A[CIPIANCI Of YtlMIISSIb1A1 INGINIINIr6 AlpliicFi16111cCfQ[I Pflllliicis, laic. lispJMSUIIIIY $De[ly IDN IN[ 1111ISS CObPbYfNf OfS16N SNDYN. fill SDIIAtllllll ANU "I bl THIS IluillasCily,F1. 11114d COMPDYINI IDN ANVPANIJCVIAV 0.1101r6 it IMt wllrUYSlrlllll W lUl bu11U1MG UI:II;tlIN PIY tiff III it. T T 1-4-0 1-4-0 Ao-4-0 _L :3 FL/1/ / /ELL_ TC LL 40.0 PSF TC OL 10.0 PSF RC OL 5.0 PSF BC LL 0.0 PSF TOT.I_D. 55.0 PSF OIIR.FAC. 1.00 Scale—.375"/Ft. REF 11081--12613 DATE 03/01/00 DRW liclisimll laomil 71 TIC -ENf, )wC/VIPF SEON - 14631 FROM _VIR _(31149_5114 3300A FT13) TOP CHORD 4x2 SP #2 N DOT CHORD 4x2 SP #2 N I110S 4x2 SP /3 REFER TO DRAWING 657.275 OR 657.2750 OR I.153,783 FOR GABLE DETAILS. NOTE: CONNECT BOTTOM CHORD FOR 200 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD. NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUG11 VERTICALLY FOR UP TO I' DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO HE PLACED AT EACH SIDE Of THE DRILLED HOLE AND ATTACHED WITII (2) 160 NAILS EACH END, W2.5X4 = W1 .5X4 III 141 A4 (R) 0.7-0 W1 X4 (R) N W-W3X6 I; IIIIS OWIi IRIPAR10 IRON COM111111It 1111'111 (10AI)S A 011ifRSIONS) SIHINITIff) BY 1RHSS lint. SPECIAL LOADS ------(LUMBER DUR.FAC,`I.00 / PLATE DUR-FAC.—I.DO) TC From 450 PLF at O.J3 to 450 PLF at 21.44 BC from 10 PLF at 0.00 to 10 PLF at 21.44 DEFLECTION MEETS L/360,00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST RE INSTALLED AS SHOWN WITH TOP CHORD UP. REFER TO 1116-91 FOR ADDITIONAL BRACING REOUIREMENTS. BRACING, MATERIAL TO DE SUPPLIED BY ERECTION CONTRACTOR. 112.5X4 w W3X4 = 141 .5X4 III WI •5X4 N WI .5X4 N WI .5X4 N W1 .5X4 N W1.5X4 III W3X4;= W1.5X4 N W1.5X4 1H W1.5X4 N W1.5X4 14 W1.5X4 N W1.5X4 N WI.5X4 N W-W3X6 = R-457 PLF 11-21-5.4 Imo` 21-5-4 Over Continuous Support Note: All Plates Are W2X4 Except As Shown. PLT TYP• Wave TPI-95\R Design Criteria: TPI(STI WA0W1114•• INUSS(S r(tlY1r( 1110t N( CAN( 14 1ANNICAII611, 0AWH ING, SNIPN NG, IN51A111N6 AND YN 1L'1 NG. YlllN ID YIY 91 INANIN IML IYSIAII IY4 AND YYAl:1N6). PI1N115N111 tl1 IPI (INtl.> PIA11 1 N5111tl11, SY] p•Drol ■ID 11Y., SHII( TOADISUN. NI %311!), 1110 5A1111 PNAI.I11:15 P111118 IN pit ONNIY4 IH(SI INNCIIUNi. UYIt55 OININNLOU INUICA111), IOP CNINID SHAH NAYI P1111PIN1Y AIIACHIO SINYCIUNAI PANGS. 60110H CHUND SNAII HAYI A PNOPINII AIIACYIU rlUlD CIIIING. '•IHPUN IAYI•• '61111SW A CO►1 of INIS DISR6tl 16 INI IYSIAIIAIIDY CONISACION. AIPINI INGINIIrID PNU11N;1 S, itll'. SYA11 r01 tl( N15►NNS bII IM ANY DIP[AIIII (Roe IWIS 01 SIGN: ANY IAu ONI lot YU11D IY( INtl551S 11 CUNI tlNMAYI'1 YIIN IP1: ON IADN ICAII NG, YANH iNG, 5YIPPIN4. IY]IAII ING AND ALPINE ON ACING of INUSS(S. IRIS DI SIGN CUNTONYi WI1r ►Pfl ICAbli PNDIISIONS D1 NOS INAIIUNAI IW SIGN SP1C111CA114N /11NIJ60(p MY 101 ANIAICAN 10IIIS1 AND PAPfA ASSO :IAIIDN) AND IP1. AIP1N1 CDNrf C1MS 1Rl MAO[ 01 tOGA ASIN "S3 U40 G►1P. 51111, IICIPI Ai 40110. APP1Y C11NNl C11w5 lU f ACM (►Cf Of IrWSS, AYD MISS OIVINWISf IDCAIIO CIN INIS DISIGN- Po511100 CUNYICIONS PIY DRAW IYGS 16o ► 1. INI Mil, OR IWIS DRAWING IJIDICAIIS ACCIPIANCI DI PROIISSIONAI INGIN11111114 Alpine I HRIIICCreII P(I11I11CIR, Illc. Rf5Pa SICII III SUIII I IDN INI INNIS I:INPUrIrI DlilfiN SYUYN. INI SWIIAN11111 AND IIA Di hllS 11H111.:11CI red I 11pHPUNON, IUN AN1 PANIKIDAN rUIIIIIN4 I. INI Y1:PHr5ltllllll DI IUI DI111DIN4 11RT•I III .II NIY. 1'Ir Ainlik I INN% 51111UN A 19.Obl T 1-4-0 9 4-0 rL/1/-7-7r7-/- TC LL 40.0 PSF TC OL 10.0 PSF BC DL 5.0 PSF RC LL 0.0 PSF TOT.LD. 55.0 PSF pHRJAC. 1.00 SIIArIUA. Crr AI)Ail V FT13 Scale -.25` F[ t. REF ROB1--87283 DATE 04/05/00 DRW IICIISR081 00092100 HC-ENG VD/WPF SEON - 11287 FROM JR11 (41552-M37 3380A - FT14 TOP CHORD 4x2 SP 2400f-2.OE BOT CHORD 4x2 SP 2400T-2.OE WEBS 4x2 SP #3 SPECIAL LOADS ---- --(LUMBER OUR.FAC-=1.00 / PLATE DUR.FAC.—I.00) TC From 100 PLF at 0.00 to 100 PLF at 11.58 TC From 257 PLF at 11,58 to 257 PLF at 19.31 BC From 10 PLF at -0.12 to 10 PLF at 19.31 1,5" Typ; W4X888 W1X4 (R) W4X6 = 0-7-0 FfB clu W1X4 (R) = W4X8 W2X4 III R-1297 W=6" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.44" DL: 0.15". TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 0 12.75• -3-0 —=T 9-1-° W4X4 - W4X6 im W-W3X6 = W1.5X4 III W3X4 - W2.5X4 = W2.5X4 MIS W4X4 = W3X4 = W2.5X4 = W4X4 = W5X8 W1.5X4 III W-HS2514 = 19-5-4 Over 2 Support PLT TYP. High Stren th,Wave TPI-95 R Design Criteria: TPI ST1. **YARNING•* IROSSES REQUIRE EXTREME CARE 19 FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 010-91 (HANDLING INSTALLING AND BRACING). FOOL14NED BY TPI (TRUSS PLATE I N511TUT E, 563 D'ONOFRIO DR., SUITE 100. MADISON. WI 63719), FOR SAFETY PRACTICES PR 04 TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $HALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "•IMPORTANT•• FMANISM A COPY OF THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT Cop RESPONSIBLE FOR ANY DEVIAIION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE IRNSSES TN CONFORMANCE WIIM TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND ALPINE 00.AC1N6 OF TRUSSES. iHis DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TOE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASIM A653 6U40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DES161, 1`0511101 CONNECTORS PER DRAWINGS 160 A-1. THE SEAL 01 THIS DRAWING INDICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Products, Inc RESPO15IBILIIY SOLELY FOR THE TRUSS COMPONENT 015161 5N0N1. IRE SUITABILITY AND USE OF THIS A 1 �F1 odact COMPONENT FOp ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/7►1 1-1995 SEE1101 2. 19.Ob2 W5X8 = W2X4 III T 1-4-0 W5X8 a R-2042 W-4" TC 11 40.0 PSF TC DL 10-0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT A D. 55.0 PSF DUR.FAC. 1.00 SPACING SEE ABOVE 0 0 9-4-0 9-0 -1 Scale—.375"/Ft. REF R081--47191 DATE 06/26/01 DR W HCUSROBI 01177226 HC-ENG VB/AP SEQN - 1585 FROM RA T W1X4(R) W4X6 = W2X4 M R-1063 W-6' (41552-M37 3380A - IT15 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. -3-0 W4X4 = 0 2.75". W1X4 ql W1X4 11 THIS DWG PREPARED fROM COMPUTER INPUT ([DADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. -1- (I & W04 = W4X6 E I �TN��N■■PN� �arNN� �.�� ? N W-HS2510 - 19-5-4 Over 2 Support Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Stren th Wave TPI-95 Desi n Criteria: TPI STD WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO 8I9-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 683 D'ONOFRIO DR., SUITE 200. MADISON, WI 63119). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATIACHED STRNC T ORAL PANELS. 90110% CHORD SHALL NAVE A PROPERLY ATTACKED 21610 CEILING. "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 10 BU ILO THE ]ROSSE5 IN CONFORMANCE NIIH 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 ASIM A663 BR40 BALM. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS ID EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INOICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpi- nCC1'C/11't0�018, RESPONSIBILITY SOLELY FOR THE 1RUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE -OF THIS P COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Tloi.... ri` RI 219AA ._..-.-.- . ...- -----_. . T 1-4-0 _�_B-0-0 W2X4 M R-1062 W-4' HIL1L /-/E/-/- TC LL 40.0 PSF TC OL 10.0 PSF 8C DL 5.0 PSF BC LL 0.0 PSF TOT.LD 55.0 PSF DDR.FAC. 1.00 co Ar Tmn 9A IY" v Scale-.375"/Ft. REF R081--47189 DATE 06/26/01 DR W HCUSR081 01177227 HC-ENG VB/AP SEON - 1579 FROM RA IHIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 81 TRUSS MFR.! (41552 M37 3380A FTl6 + 2x6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS' TOP CHORD 4x2 SP #2 N WHERE SHOWN WITH 3-10d NAILS. SIRONGBACK MATERIAL. TO BE SUPPLIED BY BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 ERECTION CONTRACTOR. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN DEFLECTION MEETS 1-/360.00 LIVE AND L/240.00 TOTAL LOAD. 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 5-6-2 �22.825"-k-4-1-9'� 15.021" Tip. ` W3 X 4�=--� WIX4(R) W1X4 1B W3X4= T 0-7-0 T 1-4-0 9-4-0 N W1X4(R) sm W2X4 III 11-6-8 Over 2 Supports 1 R-425 U-180 W-6" R=422 U=180 (5), Note: All Plates Are W2.5X4 Except As Shown. E Scale m.375" ft. PLT TYP. Wave TPI 95 Design Criteria: TPI STD 19.Ob2 OTY:3 fl- 2 *'HARMING•' TRUSSES REQUIRE EXTRENE CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND T C L L 2 0. D P S F R E F R 0 8 1-- 5 5 6 2 BRACING. 0.Effk TO NIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PIAI[ INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. "ADISON. NI 53119), FOR SAFETY PRACTICES PRIOR TO .� P �'y T C D L 7 . 0 P S f DATE 1 1 / 08 / 00 PERf DRHIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATf D, TOP CHORD $NAIL NAPE PROPERLY ATTACHED f �,��tLF""^Ij:� _- STRUCTORAL PANELS, SOTTO" CHORD SMALL HAVE A PROPERLY ATTACHED RT§10 CEILING. .!IIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLA116N CONTRACION. ALPINE ENGINEERED F �* B C D L ND. I.0 .0 PSF D R W HCIISR081 001)3188 PRODUCTS„ INC. SHALL N01BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND *,A N )/ (�,(/ Cr BC L L 0 .0 PSF H C - E N G / J WC ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN PAPER ASSOCIATION) AND TP). ALPINE 9O•, OF - 2367 SPEC IF[CATION PUBLISHED BY THE ANfRICAN FOREST AND CORRECTORS TO STATE ,•' TOT. L D . 37.0 PSF S E O N CONNECTORS ARE MADE Of 2D6A ASTM A653 6240 GALT. STEEL, EXCEPT AS NOTED. APPLY LOCATED ON SACCEPTANCEPOSITION Of TRUSS. AIHEND USEAtSON7INJSiDRAWING EACH FACDIAHIVMSE160 ENCINEERING Ft s'S�ONA1.�. DUR.FAC. 1-25 FROM RDG PROFESSIONALCONNECTORS A2. INDICATESSE 0.ESPON SIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNDHN. THE SUITABILITY AND USE Of THIS —__— --- " --- -- Engineered PfOdIH LS, IOC AI111E [ItCFCd P B► COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER SPACING 2 4 .0 Hain& City, FL 33944 ANSI/TPI 1.1995 SECTION 2. 0 (41552-M31 3380A - FT15G TOP CHORD 4x2 SP 2400(-2.OE BO1 CHORD 4x2 SP 2400t-2.0f WEBS 4x2 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 19.44 BC From 10 PLF at 0.00 to 10 PLF at 19.44 TC 719 LB Conc. Load at 11.69 1— -- 7-11-14 1.5' Typ; W1X4 R _ W4X8 ( ) — W4X6 0-7-0 SIR— W1X4 (R) = W6X8 — W6X6 W3X6 III R-1350 W-6' 1111S DWG PREPARED FROM COMPUTER INPUT ([DADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO IIIB-91 FOR ADDITIONAL BRACING REOUIREFIENTS, BRACING MATERIAL TO BE SI1PP1_IED BY ERECTION CONTRACTOR. MAX dT VER1 DEFL: LL: 0.46' DL: 0.16'. TRUSS MUST BE INSTALLED AS -SHOWN WITH TOP CHORD UP. 21 .946'_ 77 J n_ - W—W3X4 W3X6 = W3X6 = W2X4 III W3X8 W3X6 = W4X6 = W4X8 T 1-4-0 8-0-0 W5X5 W3X6 III W4X6 = W4X6 III W5X5 = W6X6 = W6X8 W—WH6 = W3X6 III W—)1S2510 19-5-4 Over 2 Supports j®R R=1495 W-4' PLT TYP. High Strength Wave TPI-95 Design Criteria: TP1 STD ••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 INS ITUTE. 693 O'ONOFREO DR., SUITE 200, MADISON. WI 63TI9). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUMC110MS. UNLESS OTHERWISE INDICATED, TOP CHORD $HALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *'IMPORTANT•• FORMI SH A Cop Y OF THE S SE SI GN 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 99ACING 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 ASTM A663 SR40 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"I. 101 SEAL ON THIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpin tl uLeered Pro[i_ Inc, RE SP0 SET LI ►Y SOLELY FOR IHE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS T7o:,.g r:n, FI la9ee� COMPONENT FOR AMY-PAR IICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DE SIGMER,.PER 19.Ob2 TC LL 40.0 PSF TC DL 10.0 PSF BC 0L 5.0 PSF BC LL 0.0 PSF TOT.LD 55.0 PSF OUR-FAC. 1.00 CDArIMr CFF AR()Vr Scale—.375'/Ft. REF_RO81--47190_ DATE 06/26/01 DR W HCUSR081 01117235 HC-ENG VB/AP SHIN - 1582 FROM RA (41552-M37 3380A - FT20G ) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. �--2 -10 - 8- —+ +--2 -10 - 8--� lt5" Typl. W2.5X4 No W3X6 = W2.5X4 = W3X6 = I 1T 0 1 4-0 9-4-0 W3X4= W1X4 N W3X4 W2X4 N WIX4 N W2X4 N 1-6-4-0 Over 2 Supports—� R-1017 U=480 W-4" R-719 U-360 PLT TYP. Wave TPI-9 ALPINE Alpine Engineered Products, Inc. Haines City, FL 33944 1111S DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS NFR. SPECIAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR J AC.=1.25) TC From 54 PLF at 0.00 to- 54 PLF at 6.33 BC From 20 PLF at 0.00 to 20 PLF at 6.33 BC 422 LB Conc. Load at- 0.48, 2.48, 4.48 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 5 Design Criteria: TPI(STD 'WARNING'TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND BRACING. Af FEN TD HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO DR.. SUITE 200. MADISON. 111 53719). FOR SAFETY PRACTICES PRIOR TO PE Rf ON" INs TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 111611) CEILING. 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED, PODUCTS, INC. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN; ANY fA1LURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR fABRICATISS. HANDLING. SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PDOLISMED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 2OG4 ASTH A653 SR40 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-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMIPORENT DESIGN SHOWN. THE SDIIARILITV AND USE Of THIS COMPONENT FOR AYY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IME BUILDING DESIGNER, PER ANSI/T►1 11995 SECTIDY 2. 19.Ob2 QTY:1 —FL 121-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF 8C LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" U Scale-.3/5"/Ft. REF RO81--5564 DATE 11/08/00 DRW HCIISR081 00313189 HC-ENG /JWC SEQN - 2369 FROM ROG (41552-M37 3380A - FT19 ) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.a1.00 / PLATE DUR.FAC.=1.00) TC From 620 PLF at 0.13 to 620 PLF at 2.77 BC From 10 PLF at 0.00 to 10 PLF at 2.77 REFER TO DRAWING 657.275 OR 657.2759 OR 1,153,783 FOR GABLE DETAILS. NOTE: CONNECT BOTTOM CHORD FOR 300 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD. NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1" DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SID£ OF THE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. W2X4 W W1X4 M W1X4(R) z W2.5X4 Id --I— 7-0 1-4-0 0" +9-4-0 W1X4(R) W1 .5X4 IN W2X4 N W2.5X4 M 2:9-4 Over Continuous Support R-602 PLF W-2-9-4 ") THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS HFR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. FASTEN RATED SHEATHING TO ONE FACE OF THIS TRUSS. PLT TYP. Wave TPI-95 Design Criteria: TPI STD "•WARNI NG TRUSSES REQUIRE fITREME'CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 603 O'ONOFRIO DR., SUITE 200. MADISON. HE S3719). FOR SAFETY PRACTICES PRIOR 10 PERFQRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL NAVE PROPERLY ATTACHED STRVCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED N16ID CEILING. ..IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES to CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS NIT" APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBIISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTN A663 SA40 GALV. STEEL, IICEIT AS NOTED. .APPLY CONNECTORS TO EACH fACE Of TRUSS, AND UNLESS OTHERWISE LOCATEO ON TNIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine FnginecFed Pro&wta Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS Haines CI FL 338" COMPONENT fON ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER IY> ANs1 IT►1 1-14" Sf CTION 2, OT 1-4-0 18.2f3 QTY:1 FL 2 - E - Scale P yc;AS��q*'G 9N STATE of a, a= %DNA TC LL TC DL BC DL BC LL TOT.LD. 40.0 10.0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF R081--5565 DATE 11/08/00 DRW HCUSR081 00313190 HC-ENG /JWC SEON - 10947 DUR.FAC. 1.00 FROM ROG SPACING SEE ABOVE d-11;91 -P-19 22'ARR - Mlf,1 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITIED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x6 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS GIRDER DESIGNED TO SUPPORT A 18-8-0 SPAN HIPSET WITH A 7-0-0 SETBACK SYMMETRIC #1 HIP FRAMING TO THE BOTTOM CHORD AT 4-8-0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2-0-0 SPLIT LOAD. 3X8 0 6 (- 3-10-3 18-9-1 3X8 * 3X8 IU 3X4 (Al) = 7-0-0 Over 2 Supports--3a. R-1358 U-760 W-4" R=1523 11-892 100 MPH WIND, 20.92 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE 1N, ROOF, WIND IC DL 5.0 PSF, WIND BC DL - 5.0 PSF. RIGHT END VERTICAL. NOT EXPOSED TO WIND PRESSURE. GIRDER SUPPORTS 18-8-0 SPAN TO BC ONE FACE AND 1-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 QTY:1 HI 1 E - Scale -.375" ft. C_ A L P I N E Alpine Engineered Pmduols, Inc. Halves City, FL 33844 "*WARNING"" TRUSSES REQUIRE EXTREME CARE 1N FABRICATION. HANDLING, SHIPPING. INSTALLING AND NR ACING. REFER TO NIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 1P1 (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR 10 PE:FORMING THESE fUNCT10N5. UNLESS OTHERWISE1NOICAICD, TOP CHORD SNAII HAVE PROPERLY ATTACHED STR UCIBRA L PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ""IMPORTANT"" FURNISH A COPY OF THIS DESJ GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNAIL "" BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUIID THE TRUSSES IN CONFORMANCE WITH IP1: OR FABRICATING. HANDLING. SHIPPING. 10SIALLING AND BRAC IMG Of iR USSE S. THIS DESIGN COtlF O:MS WITH APPLICABLE PROVISIONS OF NDS (HAT IONAI DESIGN SPECIFICATION PUBLISHED BY THE AMERICAM FORE SI AND PARER ASSOC TAT lOtl) AND TPI. ALPINE CONNECi0R5 AREMADE OF 20Gh AE AG5C GRAD GAIY. STEEL, EXCEPT AS NOIED. APPLY CONNECTORS 10 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON IRIS DESIGN, POSITION CONNECTORS PfRSiSORiOQ DRAWINGS 160 A -I. THE SEAL ON IRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOM SIB IL IIY SOLELY FO0. 111E TRUSS COMPONENT DESIGN SHOWN. THE SUIIAB1L11V AND USE OF 1N IS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER '( P F S� �� "fir CI �P• *: N0•/21 �lan�t0.0 N �/ /3.Yuu,lc¢ 9•. �Y O•• STATE OF 2 orinL T C L L 20.0 PSF T C DI- 7.0 PSF BC �fl 10.0 PSF B C It. 0 . 0 PSF 1 O T . L D . 3 7 . 0 PSF R E F R 08 1-- 5 8 1 7 9 —.-- DATE 12123102 DRW HCUSR081 02351179 E —' H C - E N G C H 3 / MM A S E Q N - 3343 ---- D U R . F A C . 1.25 - FROM S C H —'!— SPACING S E E ABOVE -------- J R E F - 1 R Y T 08 1 _Z 2 7 FL Certificate OE Authorization k 567 ANSI7TPI 1.1995 SECTION 2. 47521 P72 3338B - C3) T11IS DWG PREPARED FROM COMPUIER INPUT (IOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N HOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND 1-/240 TOTAL LOAD. 4X4= 120 MPH WIND, 21.25 FT MEAN HG1, ASCE 7 98, CLOSED BLDG, LOCATED ANYWIILRE IN ROOF, CAT II, EXP 8, WIND 4CDL-5.0 PSF, WIND BCDI..=5.0 PSF." A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X4 It, 2X4 // 6f— —l6 18-9-14 3X4= 3X4= 2X4(A1) = 2X4(A1) t� O R=745 U=393 W=4" ME 18-8-0 Over 2 Supports -4- L R=745 U=393 14=4" c3 PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) Ver: 5.05 QTY:1 HI i R - Scale=.3125" Ft. A L P I NE _ Alpine Engineered Products, Inc. Haines City, FL 33844 FLCertificateofAutltorizatlon#567 "WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP1 (TRUSS PLATE INST 11UtE. 583 D'OIIOFRIO DR.. SUITE 100. MAD ]SON, NI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUMC110N5. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BO110M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEII IN G. ""IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO 101 INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL M01 BE RE SDON STILL FOR ANY DEVIATION FROM INIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE Wlix TP1: 00. FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. TN15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS 6F MDS (MAT ZONAL DC SIGH SPEC7FICAIION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 10GA ASTM A653 GR4D GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSI110R CONNECTORS PER DRAWINGS 160 A I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS181LI1Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ IP1 1 1995 SECTION 2 ytER P /."� prJ t �I :V `�." "�7r•� *� NO. a`; ►1 7, :9 l/9Ona1� R AIYN/4AY LWS 9` �.A�", STATE GF ;= FS•OR1�S"�� S/ONAL� T C L L 2 0. 0 PSF 1 C D L 7.0 PSF 8C DL 10.0 PSF BC L L 0.0 0 P S F T O T . L D . 37.0 PSF R E F R 08 1-- 5 8 1 72 DATE 12123102 ----- DRW NcusRoet 02351173 - li C - E N G C H 3 / MMA __-_- S E O N - 3339 - --------- D UR . F AC . 1.2 5 ----'--'------ _ SPACING 24 .0 " J R E F - 1 R Y T 0 8 1 _ 7 2 7 (4752I-P72 3338B - C4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CIIORD 2x4 SP #2 N OT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. t0 0 R-749 U=398 W-4" 4-0 120 MPIi WIND, 21.25 FT MEAN IIGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE 1N ROOF, CAI 11, EXP B. WIND ICDL-5.0 PSF, WIND BCDL=5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4= 18-8-0 Over 2 Supports R-687 U=323 c� *18-9-14 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 OTY:3 HI 1 R - Scale =.375" Ft. - ALPINE Alpine Enginccred Products, Inc. Haines City, FL 33844 Fl.CcrtificateofAuthorization N567 ""WARNING•' 1RUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND :ACIMG. 0.EF IER 10 H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE STIIU'E. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 63719). 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 IRIS DESIGN 10 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 NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 C0.40 GAIV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACN FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERSS�ORNO DRAWINGS 16D A-7. 1NE SEAL ON IHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. 'BE SUITABILITY AND USE OF 'HIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANS11TPI 1 1996 SECTION 2. ��•( :� ��ti 1."`•(TF � 9T�ti *: 1b• �Eq* N �LOY3m. 0' O ; STATE OF p, 2' ONA*` T C L L 2 0.0 PSF T C D L 7.0 P S F u 8 C D L 10 .0 P S F (' U C L L 0.0 P S F T 0 T . L D . 3 7.0 P S F R E F R 08 1 - - 5 8 1 7 3 _ DATE 12123102 D R W HCUSROBI 02357174 H C - E N G C H 3 / MM A S EON - 3 3 -- --- D U R . F AC . 1.25 - _ SI-*AC I N G 24.1 " -- J R E F - 1 R Y T 0 8 1_Z 2 7 u I-C\ CIIOUITTCR nY TGIICC MTII (10004'I93/ 330un - ISIb TOP CHORD 2x4 SP 2400t-2,OE J2 2x4 SP #2 N: :13 2x4 SP #I Dense: BOT CHORD 2x6 SP 2400f-2.OE :82 2x4 SP #1 Dense: WEBS 2x4 SP #3 SPECIAL LOADS ----(LUMBER DURJ AC.=I.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at. 7.00 TC From 116 PLF at 7.00 to 116 PLF at 10.33 TC From 54 PLF at 10.33 to 54 PLF at 30.00 BC from 20 PLF at 0.00 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 10.33 IBC From 20 PLF at 10.33 to 20 PLF at 29.00 452 LB Conc. Load at 7.00 2049 LB Conc. Load at 10.33 W4X W12X14(R) % 100 MPH WIND, 20.67 FT MEAN HGT, SBC, ENCLOSED BtDG, LOCATED ANYWHERE IN ROOF, WIND 1C DI = 5.0 PSF, WIND BC D1 = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MOST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360.00 L1YE AND L/240.00 TOTAL LOAD. W04 - W2X4 III W3X6 W08 - vG T2 8 (C2) Z T3 18-9-14 W2X4 W W08 (R) III HSb12 = W3X8 J2 W2X4 fa W2X4(C2) W08 (H) = 1 -0 0 Try 0 I 7-0-0 I 15-0-0 I 7-0-0 _I 29-0-0 Over 2 Supports R-2997 U-1731 W=4" R=2043 Ua1184 W=4' ` PI.i TYP. High Stren th Wave TPI-95 Design Criteria: TPI(STD) 19-5b QTY:1 HI 1 E Scale -.25" Ft. •"WARNING" TRUSSES REQUIRE E11RIME CARE 10 FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 2 0. 0 P Sf R E F R 08 1-- 4 8 1 9 0 HR AC IMG. REFER 10 MID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE D ATE 0 9 / 1 2 / 0 1 I NS11TU11, 583 D'ONOFRIO DR.. SUITE 200. MADISON, YI 53219), FOR SAFETY PRACIICIS PRIOR 10 '( P F� TC O L 7.0 PSF Pf Rf ORMING THESE fUMC110N5. UNLESS OTHERWISE INDICATED. TOP CHORD $HALL HAVE PROPERLY ATTACHED S INUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••PIMPOR iAMT+• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED? �pjlFl(`'AT F 3C DL 10.0 PSF DRW HCUSR081 01255125 ROD UCIS. INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION "ONIN IS DESIGN; ANY FAIT LIRE TO *: No. - H C I N G / J W C BUILD THE IAUSSES IN COMFORMAXCE W11H IPI; oR FABRICAi1NG, HANDLING. SNIPPING. INSTALLING AND y ' ' ¢ g C L L 0.0 PSF BRACING OF IRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN W �l� _- S E Q N - 14829 ALPINE SPECIFICATION PUBLISHED BY IfIE AMERICAN FOREST AMD PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MADE OF 20GA ASLM A653 Gk40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 pa• STATE •%�! 2• _ T 0 T . L D . 37.0 PSF EACH FACE OF IRV$$. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A T. IN( SEAL OH THIS DRAWING INDICAIIS ACCEPTANCE OF PROFESSIONAL ENGINEERING s;5.�"1oFtVDP p bNAt — ------ OUR . F AC . 1.2S — FROM WO Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUILMILITY AND USE OF IRIS ;PACING S E E ABOVE Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS 1NE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of AWhoriabon N S67 ANSI/IPI 1-1995 SECTION Z. Ov —1-C UrD (:.)UVU4-rI3/ JJOLID - DL TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X6 = W4X4 100 MPH WIND, 21.17 FT MEAN HGT, SRC, ENCLOSED BLDG, NOf LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DE. — 5.0 PSF, WIND BC D1 5.0 PSI - DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 $t7 W2X4 � W2X4 o 6 f-- 1 6 4i� I -ISL * 18-9-14 W4X4 = W5X5 = W3X8 = W04 (A2) = W04 (A2) 1 0-0 1-0-0 9-0-0 i 11-0-0 1 9-0-0 s1 29-0-0 Over 2 Supports 'I R-1127 U-564 W-4" R-1127 U=564 W=4" PLT TYP. Wave TPI-95 DeslAn Criteria: TPI(STD) "*YARNING"" TRUSSES REOUIRE EYTRENE CAR[ IN FARRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 10 HINT (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPl (TRUSS PLATE INSTITUTE, 563 O'ONOFRIO DR., SUITE 200, MADISON, NI $3T19), FOR SAFETY �B ACIICES PRIOR 10 P INFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED S1RU[T ORAL PANELS. BOIION CHORD SHALL HAVE A PROPERIT ATTACHED RIGID CEh ING. .INPORTANI!. FURNISH A COPY OF TH15 DESIGN EO THE (INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL N01 BE kESPONSIDLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 Doll THE )BUSSES IN CONFORMANCE ""IT TPI: ON FABRICATING. HANDLING. SHIPPING, INSTALLING AND 7A L P I N E BRACING OF IRUSS(S THIS DESIGN CONFORMS WITH APPI'CAB'I PR.1510IT OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER IC AN FORE S7 AND PAPER ASSOCIATION) AND iPl. ALPINE CONNECTORS ARE MADE OF ZOGA AS1M A653 SR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OIHCAWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 "I. IHE SEAL ON THIS DRAWING INDICAIES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOIEIY FOR 1NE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF IN[ BUILDING DESIGNER. PER FL Certificate OE Authorization N 567 ANSI/IPI 1-1996 SECTION 2. 19.5b Y:1 TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC.. 1 25 SPACING 24.0" Scale-.25"/Ft. REF R081--48185 DATE 09/12/01 DRW HCLISR081 01255121 HC-ENG /JWC SEON - 4477 FROM WB uITTCEI QV TOIIIC MVO pwuq-M.S/ S3tsun - LS.S ) ... ,... ----- -- - TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED !BOT CHORD 2x4 SP #2 N WITHIN 8.50 FT FROM ROOF EDGE. WIND TC D[ - 5.0 PSf, WINO BC DL WEBS 2x4 SP #3 :W3 2x4 SP #2 N: 5.0 PSF. I,A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. (PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 - W06 W4X4(A2) W4X4(A2) 1-0-0 1•t--0 11-0-0 I 7-0-0 I 11-0-0 _I 29-0-0 Over 2 Support R-1127 11=562 W-4" PLT TYP. Wave TPI-95 Design Criteria: TPI STD "*YARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER 10 NIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE IN511 'BIT. S83 D'ONOFRIO DR.. SUITE 200. MADISON. NI 63719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERIY AIIACHED 51R UCT ORAL PAN[l S. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT•• FURNISH A COPY OF ?HIS DESIGN TO 1HC INSIALLAIION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IRIS DESIGN: ANY FAIIURE TO BUILD THE INUSSES IN CONFORMANCE NIIN IPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SP[C IF 1C A]10N PUBE ISH[D BY 1H[ AMERICAN FOREST AND PAPER ASSOC IAIION) AND TPI, ALFINE CONNECTORS ARE MADE OF 206A ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCAIfO ON ]HIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A I. IRE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Fnglnecred Products, Inc. RESPONSIBILITY SOLELY FOR THE )RVSS COMPONENT OESIGN SHOWN. THE SUITABILITY ANO USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER FL CertifMcale of Authorization IN 567 1 ANSI / I P I 1-1995 SECTION 2. 5b OTY:1 R-1127 U=562 W=4 HI/1/-/-/E TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL. 0.0 PSF TOT. L.D. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0° *18-9-14 Scale m.25"/F'f— REF R081--48184 DATE 09/12/01 DR W HCUSR061 012/,5120 HC-ENG /JWC SEON - 4474 FROM WR 50004-1137 3380B - B4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. '!TOP CHORD 2x4 SP #2 N CBOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 'A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 W4X4(A2) 100 MPH WIND, 22.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND IC DL 5.0 PSF, WIND BC th 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 - t-o-D t-� 13-0-0 I 3-0-0 I 13-0-0 _I 9-0-0 Over 2 Support R=1129 U=561 W=4" PLT TYP. Wave TPI-95 Design Criteria: TP( STD "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER IU NI B-91 (HANDLING INSTALLING AND BRACT N61. PUBLISHLD BY IPI (TRUSS PLATE 1151ITIII E. 581 D'ONOf RIO DR . SUITE 2(10, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING INESE FUNC110Y5. 1, MLLSS O'"1IT LSE IMOICAIED. TOP CHORD SHALL HAVE PROPERLY AIIACNED STRUCTURAL PANELS. 00110" CHORD SHALL HAVE A Pp0PITT V AITAC HID R1G10 CEILING. ••IMPORTANT" F0kNISM A COPY OF INIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Pp000Cl S. INC. SHALL N01 NE RESPONSIBLE FOR ANY DEVIATION FROM )HIS DESIGN; ANY FAILURE TO BUILD itlE TRUSSES IN CONFORMANCE WITH TP I: OR FABRIC Al IN6. HANDLING. SNIPPING. INSiALI IYG AYO ALPINE BRACI JIG Of 1RUS SES. To Is DESIGN CONE THINS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION POBIISMTO By IN( AMERICAN FOREST AND PAPER ASSOCIATION) ART) TP1. ALPINE CDNNECT ON I ARE MADE OF '0GA AS1M A653 GR40 GALV. STEEL. EXCEPI A$ NOTED. APPLY CONNECTORS 10 EACH FACE OF IRUS$. AND UNLESS OINERNISE LOCATED ON INIS DESIGN, POSITION CONNECTORS PER .......— ,a., — Tuc a A. nN 104c DRAWING INn1CAIfS ACCEPTANCE OF PROFESSIONAI ENGINEERING Fl. Certificate of ALI 5b OTY:1 -T, 9 14 I R-1071 U=498 W-4" _HI M— E - Scale=.25"/Ft. TIC 1-1 TC DL 6C DL. BC LL TOT.Lp 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081 - -48183 DATE 09/12/01 DRW HCUSROBI 01255119 HC-ENG /JWC SEQN - 4470 DUR.FAC. 1.25 FROM WB SPACING 24.0" (50004-M37 3380E - B5G ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T3 2x4 SP #2 N: BOT CHORD 2x6 SP 2400f-2.OE WEBS 2x4 SP #3 100 MPH WIND, 22.39 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DI_ — 5.0 PSF, WIND BC DL — 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS GIRDER DESIGNED TO SUPPORT A 31-8-0 SPAN HIPSET WITH A 7-0-0 SETBACK HIP MONO #1 HIP FRAMING TO THE BOTTOM CHORD AT 7-0-0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2-0-0 SPLIT LOAD. WIOXi0(R) A! W10X10(R) % W4) 2 Complete Trusses Required �— NAILING SCHEDULE: (0.128x3.0_9_nalls) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 5" o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SSG 18-9-14 W4X8 (C8) = YW4X8 I-o 0 ]•3.0 13-10-8 I I 13-10-8 sJ 29-0-0 Over 2 Supports j R-7169 U=4302 W-4' R=8984 U-5364 W=4' PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPl STD 19.5b QTY:1 HI 1 E Scale —.25" Ft. ALPINE Alpine Engineered Products, HBina City, FL 33844 FLCertificate ofAudimiaation#567 Inc. A*WARNING•' TRUSSES REQUIRE ETIREME CARE 11 FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REF EN IO X18 91 (XAIOLIMG IYSIALtING AND BRACING). PUBLISHED BY TPI (TRUSS PLAT[ Itl5111titE. SB3 D'ONOFIIIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACIICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SIRUCIURAL PANELS. BOTTOM CHORD SHALT HAVE A PROPERLY Al7A[x[0 RIGID CEILING. ••1 MPORTANi•• FUMY ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOI BE RESPONSIBLE FOR ANY OE VIATI00 FROM IRIS DESIGN: ANY FAILURE 10 BUILD IN( IRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B0.ACItl. OF TRUSSES. IRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIA110N) AND TPI. ALPINE CONNECTORS ARE MADE OF 20SA ASIR A663 GR40 GAIV. STEEL. EXCEPT AS NOIED. APPLY CONNE Ci00.5 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON IRIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.Z. THE SEAL ON IRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOYS101LTTY SOLEIT FOR THE TRUSS COMPONENT DESIGN SNOWY. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IRE BUILDING DESIGNER. PER 1 ANSI/TPI 1-1995 SECTION 2. pyt�s-.a�: �f�J let *' ��•/-__- ' ' Q E1E!/I 9�:• STATE OF •.�� 2 s+S'. __- OVAL 1 C TC BE_, BC TOT. L L DL f� DL L t_ LD. 2 0. 7.0 10.0 0,0 37.0 0 0 P S F PSF PSF PSF PSF R E f R OS 1-- 4 8 1 7 0 DATE 09/12/01 DRW HCUSROBI 01255106 H C - E N G / J W C SEQN _ - 4580 D U R . F A C . 1.2S FROM WR SPACING S E E ABOVE] � (50004 M37 3380B - H371 THIS DW(i PREPARED FROM COMPUTER INPUT (EOADS g DIMENSIONS) SUBMITTED BY TRUSS MFR. � IOP CHORD 2x4 SP #2 N 601 CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE ( 3 ) 16d TOE -NAILS AT TOP CHORD. PROVIDE ( 3) 16d TOENAILS AT BOTTOM CHORD. 0-4-3 W3X4(A1) L,_1-5-0 100 MPH WIND, 20.66 FT MEAN HGT, SBC, ENCLOSED BIDE, LOCATED ANYWHERE IN ROOF, WIND TC DL - 5.0 PSF, WIND BC DI- a S-O PSF. HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. SHIM ALL. SUPPORTS TO SOLID BEARING. 22-4-1 W04 4.24 3-0-14 W2X4 = _19-6-14 W4X4 2.12 W4X4 = 18-9-14 —' -10-1 F' 4-7-12 "I 5-2-4 9-10-1 Over 3 Supports R-329 U-395 W-4.907' PLT TYP. Wave TPI- L ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Ceruftcate of Audimizabon # 567 5 Design Criteria: TPI(STD) *WARNING— TRUSSES REOUTAE EA TREME CARE IN FABRICATION. NANOtING. SHIPPING, INSTALLING AND BRACING. REFER 10 011 91 (RANOLING INSTALLING AND BRACIM6). PUBLISHED BY iPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUI IE 21D. MADISON. WI 63719). FOR SAFETY PRACTICES PRIOR 10 PI INESE FUNCIIONS. UNLESS OTHERWISE INDICATED. TOP CNORD SHALL HAVE PAOPL AIY AI{ACHED 51A UCTUR AL PANELS. B0ITOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILI46. *IMPORTANT- FURNISH A COPY OF THIS DESIGN 10 THE INSTALLAIION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOI BE RESPONSIBLE FOR ANY OEY1AT10N FROM THIS D151GN; ANY FAILURE III BUltO IN( TRUSSES IN CONFORMANCE W1IN IP1: OR FABR ICAIING. NANOI iMG, SHIPPING. IN51AtLl NG AND BRACING Of IRUSSf S. THIS DESIGN CONFORMS NI10 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY IN[ AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASIM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF IROSS. AND UNLESS OTHERWISE LOCAIfO ON THIS DESIGN, POSITION CONNECTOR$ PEN DRAWINGS 160 A 1. IN1 SEAL ON IHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FDA THE TRUSS COMPONENT DESIGN SHONA. THE SOIIABILIIT AND HSY OF THIS COMPONENT FOR ANY PAR IICULAA BUILDING IS THE RESPONSIBILITY OF lHE BUILDING DE SI6NEN. PfR ANSI/1P1 1-1996 51 CIION 2. TY:1 t P �r *! NO. 22114 ; k 9USTATE OF ,ems assAt�-','o� HIM TC 1 1. TC DL BC DL BC LL TOT.LD. DUR.FAC SPACING /r-7-7- 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 SEE ABOVE s Scale-.375"/Ft. REF R081--48191 DATE 09/12/01 D R W HCUSROBI 01255126 HC-ENG /JWC SEON - 4645 FROM WO 50004-M37 3380E - E,171 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IIOP CHORD 2x4 SP #2 N BDT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND l./240.00 TOTAL LOAD. (PROVIDE ( 2 ) )6d TOE -NAILS AT TOP CHORD. PROVIDE ( 2 ) l6d TOE -NAILS AT BOTTOM CHORD. o, 7-0-12 _I 3-4-8 3-7-8 i7-0-0 Over 3 Supports-_� R-331 U=324 W-4* 100 MPH WIND, 20.61 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. SHIM ALL SUPPORTS TO SOLID BEARING. 22-4-2 R-148 U-296 s * 3-1-3 19-6-14 R-94 U-180 18-9-14 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5b OTY:8 HI 1 E - Scale s.375" Ft. ALPINE 74�� **YARNING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO 019-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $83 D'ONOFRIO DR.. SUITE ?Do.HADISON. NI 53719). FO0. SAFETY PRACTICfS PRIOR TO PERFORMING THESE fUNCTION5. UNIESS OINERNISE INDICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 00110M CNORD SHALL HAVE A PROPERLY ATTACHED 4I610 CEILING. ""IMPORTANT•" FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 DO ILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SD ECIFICAIION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIN A653 GR40 GAIV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t P Fi CJ *; �NO.l2�2 //+ Lit* N �//4y LN�t1�iW lit/ 0 0. .� O•. STATE t ....R�� 0 sS70NAt� T C 11 20.0 PSF T C DI.. 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF � TOT. L D . 3 7 . 0 PSF R E F R 0 8 1-- 4 8 1 9 2 DATE 0 9 1 2 0 1 DRW HCUSROBI 012SS127 --. HC-ENG /JWC S E O N - 4547 `—'--""----- - D UP.. F AC . 1.2S FROM W B Alpine Engineered PFoduots, Inc. HaiTus City, FL 33844 FL Certificate of Aulhorimtton # 567 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IRIS------------------------- COMPONENT FOR ANY PARTICULAR BUILDING IS IN[ RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANS I1 TP I 1.1995 SECTION 2. SPACING 2 4 . 0 " __ IgIotI-r/( 33.i6tl - AIUG) TOP CHORD 2x4 SP #2 N :TI 2x4 SP #1 Dense: BOT CHORD 2x4 SP 2400f-2.OE :B3, B4 2x4 SP #2 N: WEBS 2x4 SP #3 :W15 2x4 SP #2 N: CALCULATED HORIZONTAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD. (A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL. BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS, BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W10X10(R) % W 3 X 6 TI W4X12(F1) ; 6 r- 3 W W4X8 W4X4 # O 11113 UNU YKLYAMCU rMUrI LunrujEM Inrm (LUALIJ b vIMCM3IUM3J 30DrII IIry a IDU]J nv D. 100 MPH WIND, 20.67 FT MEAN HGT, SBC, ENCLOSED BLDG, I.00ATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC D1 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280" GUN NAILS @ 6" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 - W4X4 = W6X6 = W3X8 = W3X8 - W4X8 = 0. nyn r = 1 B4 W4X4 = 3 _ W4X4 = fIS412 = W5X8 - W4X8 = W4X4 Ili W4X4 - W5X5 = 1-0-0 7-0-0 24-8-0 7-0-0 11-2-0 13-6-0 31-8-0 Over 2 Supports ,I R-2418 U-1355 W-4" R-2530 U-1384 Note: All Plates Are W0 4 Except As Shown. PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD '•WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I MST I TO IE. 5B3 D'OMOF it 10 DR.. SUI IE 200. MADISON. WI $3719), FOR SAFETY PRACTICES PRIOR 10 PE 0.f ORM1BG THESE FUNCTIONS. UNLESS OTNERYI SE 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 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPORSIBLE FOR ANY DEVIATION FROM IH1S DESIGN: ANY FAILURE 10 BUILD IN IRWSSIs IN CONFORMANCE YITN TP 1: OR FABR tC AT LNG. HANDLING. SHIPPING, INSULTING AND ALPINE _ BRACING OF TRUSSES. THIS DESIGN CONFORMS VIIH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFICAT 10 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 10 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Fnginta-ed Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS nes HaiCity FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCelti6cateo[AuthorizationIN567 ANSI/TPI 1-1996 SECTION 2. 61 1 3-1I0-3 1 18-9-14 i Scale TC LL 20.0 PSF REF R081--19637 TC DL 7.0 PSF DATE 01/24/02 BC OL 10.0 PSF DRW HCUSR081 02024387 f1C LL 0.0 PSF HC-ENG VB/MMA TOT.LD. 37.0 PSF SEON 1249 DUR.EAC. 1.25 FROM KGS SPACING SEE ABOVE nyn r = 1 B4 W4X4 = 3 _ W4X4 = fIS412 = W5X8 - W4X8 = W4X4 Ili W4X4 - W5X5 = 1-0-0 7-0-0 24-8-0 7-0-0 11-2-0 13-6-0 31-8-0 Over 2 Supports ,I R-2418 U-1355 W-4" R-2530 U-1384 Note: All Plates Are W0 4 Except As Shown. PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD '•WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I MST I TO IE. 5B3 D'OMOF it 10 DR.. SUI IE 200. MADISON. WI $3719), FOR SAFETY PRACTICES PRIOR 10 PE 0.f ORM1BG THESE FUNCTIONS. UNLESS OTNERYI SE 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 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPORSIBLE FOR ANY DEVIATION FROM IH1S DESIGN: ANY FAILURE 10 BUILD IN IRWSSIs IN CONFORMANCE YITN TP 1: OR FABR tC AT LNG. HANDLING. SHIPPING, INSULTING AND ALPINE _ BRACING OF TRUSSES. THIS DESIGN CONFORMS VIIH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFICAT 10 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 10 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Fnginta-ed Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS nes HaiCity FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCelti6cateo[AuthorizationIN567 ANSI/TPI 1-1996 SECTION 2. 61 1 3-1I0-3 1 18-9-14 i Scale TC LL 20.0 PSF REF R081--19637 TC DL 7.0 PSF DATE 01/24/02 BC OL 10.0 PSF DRW HCUSR081 02024387 f1C LL 0.0 PSF HC-ENG VB/MMA TOT.LD. 37.0 PSF SEON 1249 DUR.EAC. 1.25 FROM KGS SPACING SEE ABOVE t415L1-YI"L JJJtSB - A9) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W2X4 W3X6 (Al) g 3 W4X4 0 W3X6 - O W6X6 = W2X4 III W5X5 = I IT I] UNU YKC rAKt1/ rKUn LVnrUICA IArUI IL VAL- n VIVIL — I vn4/ —..a,u. ... o., .. ,., .., 100 MPH WIND, 21.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL v 5.0 PSF, WIND BC DL - 5.0 PSF, RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4 = W3X6 = i. PAAV i W4X6 (R) N W4X4 W5X8 s W4X8 - W2X4 III 1-0-0 9-0-0 22-8-0 3-4 0 14-10-0 13-6-0 31-8-0 Over 2 Supports j R-1238 U-604 W-4" R-1159 U-590 t 4-1I0-3 1 18-9-14 2 CQ PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d HI 1 E Scale-.1875" Ft. ALPINE Alpi. Enguuxted PTOdacis, Inc. HBines City FL 33844 FLCut6cBteofAlttltorizalion#567 "*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, IN51ALLING AND BR AC IMG. REFER 10 MIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I MST ITU T E. $83 O'OMOF RIO DR.. SUI TI 200. MADISON.YI 63719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUMCIIONS. uMLESS OINERNISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SRALI MANE A INOPENLY ATTACHED RIGID CEILING. '*IMPORTAMi•" fURMISH A COPY OF THIS OE SIGH 10 THE INSTALLATION CON 11.1 CT 00.. AtPIME ENGINEERED PROD UCIS, INC. SNAIL NOT BE RESPONSIBLE FOR ANY OE YI ATION FNO. THIS DESIGN; ANY FAILURE 10-- BUILD THE TRUSSES lY CONFORMANCE WITH IP1: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF IRUSSES. THIS DESIGN CONFORMS YITN APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPECIFI[AIIOY PUBLISHED BY tNF AME0.IC AM FOREST AND PAPER ASSOCIATION) AND iP I. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GRAD GALV. STEEL, EXCEPT AS 10110. APPLY CONNECTORS 10 EACH FACE OF 10. USS, AMD UNLESS OINERYISE LOCATED ON THIS DESIGN, POST 110N CONNECTORS CiORS PER ORAVINGS 160 A-1. 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 1 ANSI/IPI 1-1995 SECTION 2. tEa P. IF �• �T.` F; �gsL�t N LOWS¢ 91 ' 01•• STATE OF ,%w. oR10�%' ssl01Vp1- T C T C BC B C TOT L1. D L DL L L . L D . 20.0 7.0 10.0 0.0 ----- 3 7 0 . 0 PSF PSF PSF PSF NSF R E F R 0 8 1-- 1 9 6 4 4 DATE 01124102 DRW HCUSRO81 02024388 li C E N G V 8/ MM A S E Q N - 1259 ----- - D J R F A.0 . 1.25 FROM K G S _ - SPACING 2 4.0 " g7ou-rYc J,3"n TUTC nUG ODCDADrn FOI)M rnMO11TF0 IMPHT (TOADS F. DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :1410 2x4 SP #2 N: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W3X8(Al W4X6 (R) % (**) 2 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. 100 MPH WIND, 21.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. • RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4 - W5X5 = 144X4 - W04 - W3X6 = wgAq - W5xb = W14AO = "�— "I W4X6 (R) N 1-0-0 d 11-0-0 20-8-0 1-3-4-0-1-14-10-0 13-6-0 31-8-0 Over 2 Supports j R-1238 U-600 W-4" R=1159 U-606 5-10-3 18-9-14 Im 19.5d tiI 1 E Scale—.1875" Ft. PLT TYP. Wave TPI-95 Design Criteria: TPI STD —WARMING•" TRUSSES RE0UIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND IC L L 20.0 P S F R E F R O 8 1-- 1 9 6 4 6 BRACING. REFER TO NIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 115711U1E. 583 D'OMOFRIO DR.. SUITE 200, MADISON. MI 63719). FOR SAFETY PRAC710ES PRIOR 10 P F T C DL- 7.0 0 P S F __ -- --- DATE 01124102 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 1:/��.•� t<` * BC DL 10.0 PSF DRW HCUSROBI 02024389 PRODUCTS. INC. SHALL 101 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 14 BU110 THE TRUSSES IN CONFORMANCE WIIN TPI: OR FABRICATING, HANDLING, SNIPPING, iXSiALLIN6 AYD *� N N ;?2jj0j r U0.0 B C t,t. 0 . 0 PSF —---------- I C - E N G ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1P1. ALPINE 9 ; (�/ 0 �1U `N/ — SPECIFICAIION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AMD APPLY CONNECTORS TO O STATE = T 0 T L D 37.0 P S F S E 0 N - 1273 ED MEC70R5 ARE NADf OF 2OGA ASTM A653 GR40 GALV, STEEL. EXCEPT AS NOTED. �, S:S!�ION... . . — ---- Alpine Engineered Prndurta, Inc. Haines City, FI. 33844 FL Certificate ofAuthorization HS67 EACH FACE OF 1NUS$, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.Z. THE SEAL ON ]HIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR INE TRUSS C.O. N7 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS IHE RESPONSIBILITY OF IHf BUILDING DESIGNER. PER ANSI/7P1 1-1995 SECTION 2. ONAI I__. D tIR . F AC . 1 . Z 5 FROM K G S _—_--__—_— SPACING 24. /1 ------.-------- oiDcI-r/Z 3,53(jrs - A ) I111J VMb rnCrAnCu rnUn L.UnrUILn Inrul ILUAVJ a UlnEn31UH31 3UDnll'L- 01 —11 TOP CHORD 2x4 SP #2 N 100 MPH WIND, 22.17 FT MEAN HGT, SBC, ENCLOSED BIOG, NOT LOCATED WITHIN BOT CHORD 2x4 SP #2 N ° 8.50 FT FROM ROOF EDGE. WIND TC DL 5.0 PSF, WIND BC DL — 5.0 PSF. ' WEBS 2x4 SP #3 :W8, WIO 2x4 SP #2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU Of CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280" GUN NAILS @ 6' OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W6X6 - RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d-NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W2X4 m W4X4 - W4X4 = 6-10-3 W3X8 () W4X4 = Wbx(s = W4X8 = WZX4 AI W4X6(R) N I-0-0 13-0-0 18-8-0 3-4-0 14-10-0 13-6-0 31-8-0 Over 2 Supports =j R=1238 U-599 W-4" R-1159 U-625 18-9-14 0 0 PLT TYP. Wave TPI-95 Desiign Criteria: TPI(STD) 19.5d HI 1 - E Scale m.1875" Ft. "*YARNING*" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 0 8 1-- 1 9 6 5 0 BRACING. REFER 10 NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PIAIE — INST1TUlE, 583 D'ONOFRIO DR.. SUITE 200, MADISON. WI 63719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING TNESE FUNCTIONS. UNIESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED '(F.R P P, T C 01. 7 . 0 PSF DATE 01124102 St R UCRIUR AL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ✓ jIFIC,'�,,7,- --- - --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F ; BC DL 10.0 PSF DRW HCUSROBI D2024390 PRODUCTS, INC. SYALL Y01 Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 *: �NO. y� BUILD 1Hi TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND n BC L 1. 0 . 0 PSF H C - E N G V B / MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DES160 — SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 90., STATE OF �' CONNECTORS ARE MADE OF 20GA ASIR A653 GR40 GALV. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO TOT. L D . 37 .0 P S F S E O N - 1283 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �SSALO I-� — C— -- - DRAWINGS 160 A-Z. THE SEAL ON THIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R .i AC . I . 2 5 FROM K G S Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Baines City FL 33844 COMPONENI FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 2 4 . 0 " FLCertificate ofAudwriration111567 ANSI/IPI 1 1995 SECTION 2 . (47fi9l-1?7? 33388 - A6) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBPIITTCD BY IRUSS MI-K. OP CHORD 2x4 SP #2 N 01 CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2, W4 2x4 SP #2 N: A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY PACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND TTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE ROPERLY ATTACHED TO THE BOTTOM CHORD. 4X6 (R) III 100 MPH WIND, 22.88 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF. (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/360 LIVE AND L/240 TOTAL LOAD. 3 X 4 3X4 0 6 6 r— (A) (A) W2 W4 18-9-14 5X8= 4X4 (A2) 4X4 (A2) = 2X4 III 2X4 III 1-0-0 15-10-0 1 15-10-0 _I R-3229 U=608 W=4" Wave TPI- -- ALPINE 3 Alpine Engineered Products, Inc. Haines City, FL 33644 FL Certificate of Authorization # 567 31-8-0 Over 2 Support R=1169 U=544 no Design Criteria: TPI STD Ver: 5.05 QTY:7 HI 1 E Scale =.1875" Ft. *YARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO XIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1NSI11UTE. 5B3 U'ONOFRIO DR.. SUITE 200. MADISOM, Ml 53119), FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OINERNISE INDICATED, TOP CHPND SHALL NAVE PROPERLY ATIA'BED SIR UCIURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '`lMPDRTANT"" FURNISH SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P IODUCIS. INC. SHALL No BE RESPON SIR LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. IRIS DESIGN CONFORMS WITH APPLICABLE PROY1510NS OF NOS (NA1IONAI DE SIGH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 1P1. ALPINE CONNECTORS ARE MADE OF TOGA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF IRUSS. AND UNLESS OTHERWILOCATED ON THIS DESIGN. POSITION CONNECTORS PER TSEAL AND USE ENGINEERING THE TISECOMPONENT DESIACCEPT AIIIN[ SUITABILITYPROFESSIONAL DRAWINGS LISUITABILITY RESPONSIBILITY SOLELYFORTRUSS DESIGN SHOWN COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SQR P. p 1. yl,�"'SiFic�j., ". MD. 2201--'- * .'�ly�,/'l/¢"�Dy/J/J¢ 9�" 't�i Q STATE OF , �0��*; SsZoi�n�ti`' T C L L T C DL BC DL BC L L_ T O T. L D. 20.0 7. 10.0 0.0 3 7.0 0 PSF P S F PSF PSF P S F R E F R 08 1-- 5 8 1 6 2 ---- DATE .. 12123102 DRW HCUSROBI 02357182_ H C - E N G C H 3 / MM A --- S E Q N - 14532 D U R . f AC. 1.25 FROM S C H — _ p AC I FIG 2 4 .0 ~ J R E F - 1 R Y T 08 1_ Z 2 7 ANSI(IPI 1-1995 SECTION 2. r ... ..nrn.nrn rn n.. rn..nn,rn run„r r, n.nc o n1MCMCTnmel CIIOMITTFII RY TDIICC MFR (4/hZ1-F/Z JJ_ibb - AS) TOP CHORD 2x4 SP #2 N BOY CHORD 2x4 SP #2 N WEBS 2x4 SP #3 (A) IX4 #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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X8= 4X6 (R) % 100 MPH WIND, 22.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN ' 8.50 Ff FROM ROOF EDGE. 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/360 LIVE AND L1240 TOTAL LOAD. 3X4 % 3X4 6 r— 6 (A) (A) 4e:: 18-9-14 04 (A2) 4X4 (A2) = 2X4 01 3X8= 5X5= 2 X 4 III 1 0-0 I _ _15-0-0 11 e 01 15-0-0 _I 31-8-0 Over 2 Supports R=1229 U=609 W=4" R=1169 11=546 PL.T TYP. Wave -IPi 95 Desi n Criteria: TPI STD Ver: 5.05 OTY:1 HI 1 E Scale=.1875" Ft. --WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 1118 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T91 (TRUSS PLATE INSTI1UTE. S83 D'ONOFR IO 00. .. SUITE 200. MADISON. NI 63719). FOR SAFETY PRACIICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS O7HE0.YISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED tT P. F� T C T C L L D L 2 0.0 7.0 PSF PSF REF R 0 8 1-- 5 8 1 6 4 DATE 12123102 DRW HCUSR081 02351161 Q'j AI� ALPINE A L 1 1 19 Alpine Engineered Products, Haines City, FL 33844 FL Ceatificate of Authorization Inc. # 567 STRUCTURAL PANELS. 80110M CHORD SHALL HAYE A PROPERLY ATtAC HEO RIGID CELL IRE. *"IMPORfANT•" FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED�•� D0.0D UC TS, INCSNALI NO BE RESPONSIBLE FOR ANY DEVIATION FROM IRIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; ON FABR IC All NG. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIF ICAIION PUBLISHED BY THE AMERICAN FORESI AND PAPER ASSOCIATION) AND TPI. ALPINE INE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTNERYI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A�Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLkLY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IRIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI / T P F 1 1995 SECTION 2. PMLIIFIC *� �1 9� Lip STAT_F '�•.;2ppI0�.%•O'� SS�OIVA1- :Vi` qT�•'*(, .1�L �2� BC 10 DL LL 1 . L D . 10.0 0.0 37 . PSF PSF 0 PSF HC-ENG --------- CH3/MMA S E O N - 14537 '-- —""- ----- [) UR . F A C . 1.25 S P AC I N G 2 4.O OR FROM J R E F S C H - l R Y T 08 1 _Z 2 7 47S21-P72 3338B - A4 THIS DWG PREPARED PROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 'TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4 2x4 SP #2 N: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X6 (R) % 6X6= 100 MPH WIND, 22.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WINO TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF. A RIGID CEILING OR CONTINLIOHS LATERAL. BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X4 0 3X4 6 W4 +_-18-9-14 5X5= 4X4 (A2) = 2X4 III 3X8_ 2X4 III 4X4 (A2) _ 1-0-0 1 0-0 13-0-0 I 5-8-0 I 13-0-0 _I 1-8-0 Over 2 Support R-1226 U=611 W-4" R=1226 U-611 W=4" Dc-;:,1 PL.T TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 QTY:1 HI 1 E Scale=.1875" Ft. '•WARNING•" TRUSSES REOVIRI EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSIALIING AND T C L L. 20.0 P S F R E F R O 8 1-- 5 8 1 6 6 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE - INSTITUiE. 583 O'ONOFRIO DR .. SUITE 2D0, MADISON. W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED '(EA P /-'� T C D L 7.0 PSF DATE 1 2/ 2 3/ 0 2 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "'IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4, B C 01 10.0 P S F D R W HCUSROBI 02357164 PRODUL'TS. INC. SHALL NO1 BC RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN: ANY FAILURE 10 *� ND. * -- - BUILD IHE TRUSSES IN CONFORMANCE NIIH IP1: OR FABRICATING. HANDLING, SNIPPING. INSTALLING AND 11 qN Q BC L L 0.0 P S F H C - E N G C H 3 / MMA A P I ^^11 IY E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7N LNti - -. -_ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 9� CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GALV. STEEL, EXCEPT AS NOIED. APPLY CONNECTORS TO O�, STATEOi= s TOT. LD. 37.0 PSF SEQN - 14518 EACH FACE OF TRUSS. AND UNLESS OT HENNI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER `•./,L2ppt0,4%'O------- -- DRAWINGS 160 A 1. THE SE AI ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `rs%pNpl _ 0 U R . F AC . 1.25 FROM S C H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW" Tiff SUITABILITY AND USE OF THIS _ __ Haines City, Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS fHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4 . 0 " J R E F - 1 R Y T 0 8 1 _-Z 2 7 Fl.CertificateofAudwrization#567 ANSI /TP1 ,F1 1995 SECTION 2. 4/101-1`7? :1338H - A31 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 100 MPH WIND, 21.07 FT MEAN HGI, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 fT FROM ROOF EDGE. WIND TC DL 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �3 6X6= 2X4III 6X6= 3 X 4 3X4 0 6 r T 6 18-9-14 2X4 Ill 3X4= 5X8= 4X4 W) = 4X4 (A2) = 3X4 = 2 X 4 III 1 0-0 11-0-0 I 9-8-0 I 11-0-0 J 31-8-0 Over 2 Supports j R=1229 LI=614 W-4" R=1169 U-551 4 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.01 OTY:1 III 1 E Scale =.1875" Ft. �- ALPINE Alpine Engineered Products, Haines City, FL 33844 FL Certificate of Authorization //567 Inc. *"YARNING"" TRUSSES REQUIRE EXTREME CARE 1M FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB'91 (HANDLIMG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAIE I'll IIUT E. 583 D'ONOfR10 DR.. SUITE 200, MADISON. YI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING INESf FUMCTION5. UNLESS OT NERYISE INDICATED. HIED. TOP CHORD SHALL HAVE DR OPER LY ATTACHED ACHEG STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PROUOCIS. INC. SHALL MOT BE RESPONSIBLE FOR AMY DEYIA110N FROM IBIS OESIGI% AMY FAILURE 10 BUILD THE TRUSSES I CONFORMANCE YI7H iPl: OR FABRICATING, HANDLING. SHIPPING, TMSiALLING AND BRACING OF INUSSfS. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA 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 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. Tiff SUITABILITY AND USE OF IHI$ COMPONENT FOA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ IP1 I-199S SECTION 2. P '(F.?.�; Fj� • C� r *j tJ ND. y:* LWi¢ )INN 77 .w 9Q:" STATE OF: A!/ 2 �i`�•�OEA10f'C� �`r/0(►A� T C T C BC BC TOT L L D L DL L I .I- D . 20.0 % 10.0 0.0 3 7 - D .0 PSF P S F PSF PSF PSF R E F R 0 8 1-- 58167 _. T E DATE 12123102 DRW _ i HCUSROBI 02357166 -- H C - E N G C H 3 / MMA S E Q N 14516 —' -- 0 U R . f AC . 1.2 5 FROM S C H ------- _ SPACING 2 4.0 " J R E F - 1 R Y T 08 1_Z 2 7 (47521-P72 3338B - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MfR, TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED W11111N BOT CHORD 2x4 SP #2 N 8.50 F-1 FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL _ 5.0 PSF. WEBS 2x4 SF' #3 , A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE DEFLECTION MEETS 1_/360 LIVE AND L/240 TOTAL LOAD. PROPERLY ATTACHED TO THE BOTTOM CHORD. 6X6= 2X4 III 6X6 = 2X4 0 4X4(A2) 2 X 4 —( 6 6 r *18-9-14 5X8 = 4X4fA2) = 3X4 cfx'*11� 1-0-0 1 9-0-0 I 13-8-0 I_ 9-0-0 1-8-0 Over 2 Supports R=1229 U=614 W=4" R=1169 U-552 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.01 QTY:1 HI 1 E - Scale =.1875" Ft. ALI ""WARNING'• TRUSSES REQUIRE EXTREME CARE 1N FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB�91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1M ST ITUTE. 583 O'ONOFRIO DR.. SUITE 100. MADISON. WE 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATIACMfD STRUCTURAL PANELS, BO110M CHORD SHALL HAVEA PROPERLY A77ACXE0 RIGID CEILING. ""IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO IRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FR ODUCT S, INC. SHALL NO1 BE RESPONSIBLE FOR ANY DEVIATION FROM 1HIS DESIGN; ANY FAILURE 10 BUILD THE TRDS SES 1N COMF DRMANCf WITH TPI: OR fABR ICATI MG. MANDL LNG, SHIPPING.. INSTALLING AND OF TRUSSES. IHIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS tNAT IONAL DESIGN SPECIFIC ATlON DUBLISHED 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 OTNERWISE LOCATED ON THIS DESIGN. PO S]TION CON MEC TORS PER DRAWINGS 160 A 2. THE SEAL ON IBIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '(1 � P P, � j►FI(�gr �r F ; *� ND. y---®7/ * �' //n91¢BC N/9VY 210i / 9` 'E(/ 0.A'�•,, •�EATE E 2 (�••�OFIVDt"C? ONA1 T C L L 20. 0 P S F T C DL 7.0 PSF BC D L 1. 0. 0 PSF 0.0 PSF I LBRACING _ _ T 0 T . L D . 37.0 P S F R E F R 08 1-- 5 8 1 6 8 DATE 12123102 D R W HCUSR081 02357183 - - - H C - E N G C H 3 / MMA S E Q N - 14513 -- -- D1R . F AC . 1.25 FROM S C H Alpine Engineered Products, Inc. Haines City, Fl. 33844 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANPARTICDIAR BUILOIYG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER -_ ___ SPACING 24. 0" ---- J R E F - 1 R Y T 08 1 Z 2 7 FL Certificate of Authorization#567 ANSI/IPI 1.1995 SECTION 2. _ 47521-P72 3338B - A1G THIS DWG PREPARED FROM COMPUTER INPUT ([DADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :11 2x4 SP 2400I-2.OE: :11 2x4 SP #2 N: BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 :WI2 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) CL.B'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGIH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X10 = 3X4= 2X4 III 100 MPH WIND, 20.67 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN, ROOF, WIND TC DL = 5.0 PSF, WIND BC DL. = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) IX4 #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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6X6_ 5X5= 5X8= PAAAOFO�Akkst -1 2X4 III 3X6= HS412 = 3X6= 3X4= 4X10 = 3X6 III 4X8(B3) 1-0-0 2 1 8 1 7-0-0 t 17-8-0 I I 4-I 8 J 18-9 14 T 2-9-7 1 I G - 31-8-0 Over 2 Supports R-2418 U=1355 W=4" R=2530 U=1384 PLT IYP. High Stren th,Wave TPI-95 Design Criteria: TPI(STD) Ver: 5.01 QTY:1 HI 1 E - Scale=.1875" Ft. C A L P I N E -� Alpine Engineered Products, Inc. Haines City, FL 33844 FLCeroficateofAuthorization #567 •*WARN] NG•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO NIU 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI {TRUSS PLATE I NST 1T UlE, 5B3 D'ONOf 0.10 D0... SUITE 200. MAD 150N, MI 53)19). FOR SAf ETY PR ACIICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNALL NAPE PROPERLY Af1ACMED SIR UCTURAL PANELS. BOT TOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCIS, INC. SMALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD IHE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN SPECIFICATTON PUBLISHED BY THE AMERICAN FORES7 AND PAPER ASSOCIATION) AND TPI. ALPINE'{(j1 CONNECTOR ARE MADE OF ZOGA ASIM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TH15 DESIGN. POSITION CONNECTORS PEA DRAWINGS 160 A-Z. THE SEAL ON IRIS DRAWING INDTCAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS 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 199S SECTION 2. g4FS P F �'•(')�•iy *� .* N LWyQ �,STATE OF Z r •.'140g Q..'�'C! ssioNai-�`' T C 1.L 20.0 P S F T C D L 7.0 P S F BC IaI_ 10.0 PSF B C 1. L _ _ 0.0 PSF TOT . L D . 37.0 PSF R E F R 0 8 1-- 5 8 1 6 9 DATE 1 2/ 2 3/ 0 2 DRW HCUSRO81 02351166 FIC E N G C H 3 / MMA— S E Q N - 14510 --- ---- -- D U R_. F A C . 1.2 5 ------ ---- FROM S C H _ SPACING SEE ABODE JREF 1RYT081_Z27 'IID61 rIL 333(313 - r. 3LA) ,, n 1 no Inch I— 1n TIT ED IAID. IT nnAnc R n1 ATC AKJ ITNc1 CIPA MI T7F0 A TR IISS MFR TOP CHORD 2x4 SP #2 N BOI CHORD 2x6 SP 2400f-?.OE WEBS 2x4 SP #3 :143 2x4 SP #2 N: THIS GIRDER DESIGNED TO SUPPORT A 31-8-0 SPAN HIPSET WITH A 7-0-0 SETBACK HIP MONO #1 HIP FRAMING TO THE BOTTOM CHORD AT 7-0-0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2-0-0 SPLIT TOAD. 6X6 (R) IU 2 X 4 III 100 MPH WIND, 20.42 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IMF ROOF, WIND TC DL 5.0 PSF, WIND BC DL. = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL I.OAD. 2_ X 4 III 6 6 F__ 18-9-14 08B)5X10 (R) III 5X10 (R) ul 4X8 (B ) = )lam ° y1 1 6-0-0 I 6-0-0 J 12-0-0 Over 2 Supports R-1895 1.1=1095 W�4" R=3791 U=2178 W-4" D55 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.01 QTY:1 FII 1 E Scale m.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 08 1-- 5 8 1 7 5 BRACING. REFER TO H18 91 (HANUL ING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1NS11101f. 583 D'ONOFRIO DR.. SUITE 20D, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING INESE FUNCTIONS. UNLESS 07HEANISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED qER P.�� T C D L 7.0 P S F D A T E 1 2/ 2 3/ 0 2 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEttING. �p�'oT1FlCq �(. '*IMPORTANT-" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 1 0.0 P SF D R W *HCUSROBI 02357176 PROD UCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY1AT10N FROM THIS DESIGN; ANY FAILURE TO — BUILD THE 10 USSES IN CONFORMANCE WI 1H T1.: OR FABRICATING - MANDL ING, SHIPPING. I STALL ING ANO *'�i I --- ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS N1111 APPLICABLE PRO Y1510RS Of IDS (NAT10NAl DESIGN iw 203Q fIC L L _— 0.0 P SF H C E N G C H 3 / MMA SPEC IF ICAIION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIA110N) AND IP1." ALPINE 9� CONNECTORS ARE MADE OF 20GA ASIM A663 GRAD GALV. STEEL, EXCEPT AS NOTED. a APPLY CONNECTORS 10 a& STATE OF ; 1 0*1 L D . 37.0 P S F S E O N - 3 3 5 1 EACH FACE OF TRUSS. AND UNLESS OIHERWI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER AS -t ppTO.O -- —"-- DRAWINGS 160 A-L ]ME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING SjONAI6� DIIR . F A C - 1.25 FROM S C H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRU5S COMPONENI DESIGN SHOWN, INC SU17ABILITY AND USE OF THIS -- Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER-P AC I N G S E E ABOVE J R E F - 1 R Y T 08 1 _Z 2 7 FLCertificate ofAuthorization ti567 ANSIJTPI 1-1995 SECTION 2. (48156 - 5US 3338E - E2) THIS DWG PREPARE[) FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 --= 100 MPH WIND, 20.42 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" U.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6 �� \�\ 6 W2X4 m W3X4 Al) = W3X4(A1) Q,-D !?j L1--0-9 6-0-0 - I - 6- _-- - -- 12-0-0 Over 2 Supports - R==498 U=553 W=4" R=498 U=553 W=4" Ap PLT TYP. Wave TPI-95 Design Crit: TPI(STD)-_19.5b QTY:2 _HI( [1/ /E/ [_ Scale=.375"/Ft__ --- _ "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAILING AND T C L L 2 0. O PSF R E F R 0 8 1 6 3 1 5 5 8RACING. REffR TU NIB 91 (HANDLING INSTALLING AND BRACING), PII BL1SHEn BY TPI (TRUSS PLATE F IN NST IT1) 583 D'UNOFR 10 DR., SUITE 20D, MADISON, WE 53719), fOR SA E1T PRAL'T ICES PRIOR TO STRUCTURAL UCP[RFO TURAL PANEL SF IIBOTT ONSC HOR.D SMALL t1NAYESA PROPS RLYDATTACMEDORD R 1GIfiACEfLING_L HAYPROPERLY ATTACHED(ER_P. �� T C DL 7. 0 P S F DATE 0 3 / 1 7 / 0 3 �r�Q 1S►►f�C. "IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE LNGINEENED •% Jp" F BC DL 10. 0 PSF DRW HCUSR081 03076025 PRODUCTS, INC. SMALL NOT BE. RESPONSIBLE FOR ANY DEVIATION FROM "IH IS DESIGN; ANY FAILURE TD BUILD THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, ]NSTALLING AND NI '�Ifti : BC L L 0.0 P S F H C E N G J W C/ MM A BRACING OI TRUSSES. THIS DF SIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN 1N LW�i, A L P I N E SPECEfICATION PUBLISHED BY THE AMERICAN FOREST ANU PAPER ASSOCIATION) AND TPI ALPINE 9`, ' ��--- CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS 70 0' STATE OF �2 TEO T , L.D 37.0 P S F f S E Q.N 4533 _.. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER lC• gOFtlO�''i3 — --- - --- ---- — -- V DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROfFSS1ONAL ENGINEERING SS/ A., RUR , F A C 1.25 FROM W B Alpine Engineered Products, IOC. RE SPUNSI BIL ITY SOLLLY FOR THE TRUSS COMPONE N7 UE SIGN SNONN. THE SUITABILITY ANIi USE OF THIS __. Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TH[ BUILDING DESIGNER, PER SPACING 2 4. O" ! J R E F 1 S 1 2 0 8 1 _Z 3 2 FL Certificate of Authorization N 567 ANSI/TPI 1 1995 SECTION 2. (47521-P72 3338B - F3) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.75 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOF LOCATED HOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. I END VERTICALS NOT EXPOSED TO WIND PRESSURE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY AFTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL. LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 'TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 3 2X4 III 4X4= 2-5-1 2-5-1 k f-: :: 9-4-0 4X4= 2X4III i-7-0-12 Over 2 Supports—� R=261 U-180 R=261 U=180 s /// ILT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 QTY:1 HI 1 E/ / Scale *"WARNING*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 0 PS F R E F R 0 8 1-- 5 8 1 7 6 BRACING. REFER 10 HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE _ IN STI IUfE, 683 D'OMOFRiO DR .. SUITE 200. MADISON, NI 63719). FOR SAFETY PRACTICES PRIOR 10 PE Rf ORMING THESE FUWCi ION S. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED 't APF� TC DL 7.0 PSF DATE 12/23/02 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . BC DI 10.0 PSF D R W HCUSROBI 023571 77 PRODUCIS, INC. SHALL MO7 BE kESPONSIBIE FOR ANY DEYlA710N FROM THIS DESIGN; ANY FAILURE 10 *: No. :* — — BllItD THE TRUSSES IY CONFORMANCE MIIN TPI; 00. FABRICATING. HANDLING, SHIPPING. INSTALLING AND ff 7� yq//"1lnQ B(� LL D.(f PSF ITC-ENG CH3/MMA ALPINE _� BRACING OF IR USSES. THIS DESIGN CONFORMS WITH APPL1C ABlE PROVTSTONS OF NOS (NATIONAL DESIGN D //9VY LW _ — SPECIFICATIOY PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0' CONNECTORS ARE MADE OF 20GA ASIM A663 GR40 GALY, STEEI, EXCEPT AS NOTED. APPLY CONNECTORS TO 0 ; STATE OF ;'. TOT . L D . 37.0 PSF S E Q N - 14626 EACH FACE OF TRUSS. AMD UNLESS O7NF0.VISE IOC AIED ON THIS DESIGN. POSITION CONNECTORS PER �FS•�pFiVO��%'1C> f1------ -- — — DRAWINGS 160 A.Z. THE SEAL ON 1HIS DRAWING IND ICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING s�OIiJA�." D U R . F A C 1.25 FROM S C H uct Alpine Engineered Prods, Inc. RESPONSI B ILIIY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOW.. THE SUITABILITY AND USE OF THIS Haines City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER S P A C I N G 24. ON LIR E F - 1 R Y T 08 1_Z 2 7 FL Certificate ofAudicri2ation4567 ANSI/TPI 1-199S SECTION 2. � (47521-P72 3338E - F2) 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 #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE (PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 3-3-1 3X6 W 4X6 (R) III 4X6 (R) III 3X6 III --7-0-12 Over 2 Supports- > R-261 U-180 R=261 U=180 9-4-0 120 MPH WIND, 12.59 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL. 5.0 PSF, WIND BCDL=5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 3-3-1 6) PLT 1YP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 QTY:1 HI 1 E Scale =.375" Ft. ''NARKING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 0 P S F REF R 0 8 1-- 5 8 1 7 7 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ^D AT E 1 2 / 2 3 / 0 2 --1 -- ALPINE ^_-J INSTITUTE, 583 D'ONOFRIO DR.. SUllf 2D0. MAD(SON, N1 53119), FOR SAFEIY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE !NDICATED. TOP CHORD SHAH HAVf PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.n'�IFEC. ^`1MPOREANT^" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM IHIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH IP1: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NO$ (NATIONAL DESIGN SP IFICA T ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GRAD GALV. STEEL. EYCEPI AS NOTED. APPLY CONNECTORS TO E ACN FACE Of (RUSS, AND UNLESS OTHERWISE LOCATED ON 7N15 DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '(El; P ••i�r 1�• %�; �.� ND. ;* N ��A{j//gyl1�2Q 1� 7W/9VY LOYTi �� i : STATE OF 22 s/pj�p► T C BC BC T 0 T D L VL, LT. . L D . 7.0 10.0 0.0 _ 37.0 PSF PSF PSF P S F ------— DRW HCUSROBI 02357184 HC-ENG CH3/MMA S E Q N - 14628 -- D U R . F A C . 1.25 FROM S C H Alpine Engineered Products, Inr. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24 . 0 " J R E F - 1 R Y T O8 1 _Z 2 7 Haines City,Fl. 33844 FI.Cetifi�ateofAiitho6mtionli567 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJIPI 1.1995 SECTION 2. 41 JL1-11/L SJJ 013 - r I ) „Y 11n.nc o nf.C.CInAIcCIIAMTTTCIT AY TDIKC MFR TOP CHORD 2x4 SP #2 N BOl CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24” D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 3X6 III 4X6 (R) M 4X6 (R) III 3X6 III i-7-0-12 Over 2 Supports> R-261 U=180 R=261 U-180 120 MPH WIND, 1:3.42 FT MEAN HGT, ASCE 1-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.' END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD LIP. PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 0TY:1_ HI 1 E - Scale —.375" Ft. _ A L P I N E Alpine Engineered products, Inc. Haines City, FL 33844 FLCenificateofAuthasiretion#567 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1 HSI ITUTE. 583 D'ONOf 0.10 DR.. SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERF ORNIMG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOI TOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ""IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR ODUCI S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUlLO 1HE TRUSSES !N COMfDR"AXCE WI TN IP1: ORFA8R3CA1lN6. HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. IN ISDESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORESI AND PAPER ASSOCIAIION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. ANOFESSIONAL ENGINEERING D UNLESS THE LOCATED ON THIS DC SIGN. POSITION COMMEC TORS PER DRAWINGS 160 A-Z. THE SEAL ON IRIS DRAMING INDICATES ACCEPTANCE OF PR 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 1 ANSI/TPI 1-1995 SECTION 2. �'S• P �/1, �i'�.•:r �6 '* *i NO. q N LOL1S¢ llllWWl/ CCC�INN/ CCC �j 0' •A!! •• sT� of . OSSAQ.wid IG T C L L 20.0 0 P S F TC D L 7.0 PSF BC D L 10.0 P S F BC L L 0.0 P S F — TOT . L 0 . 37.0 P S F R E F R 0 8 1-- 5 8 1 7 8 DATE 12 / 2 3 / 0 2 _ D R W HCUSR081 02357178 - -- H C- E N G C H 3/ MM A -- _ S E O N - 14631 . -- ----------- -- DIJR . F AC . 1.25 FROM S C H ---.-- SPACING 2 4 . O " J R E F - 1 R Y T O8 1 _ Z 2 7 I (47521-P72 3338E - EJ72 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 #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE ( 2 ) 16d TOE -NAILS AT TOP CHORD. PROVIDE ( 3) 16d TOE -NAILS AT BOTTOM CHORD. 04= ____j 6 1 o 7-0-12 I 0-0 1 6-0-0 _1_I i-7-0-0 Over 3 Supports R-331 1J=180 W=4" 100 MPH WIND, 20.42 FT MEAN HGf, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DI _ = 5.0 PSF. ' A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 21 R-2727 U=180 ° 2-10-3 18 9 14 Ra214 11=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.01 OTY:3 HI 1 E - Scale —.375" Ft. rr t..._ ALPINE --WARNING-- TRUSSES REOUIRE E17REME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR SUI I[ 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALI NAVE 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 PAODUCIS, INC. SHAH N01 BE RE SPON SIBIE FOR ANY DEVIATION FROM1H IS DESIGN: ANY FAll Uqf 70 BUILD THE (BUSSES IN CONFORMANCE N1TH TP 1; OA FADR ICATING, HAND L IMG, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OYI SIGNS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY 114E AMEN ICAN 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 y'(�R P F/� 1F1(`,,9T G F „¢ 9U_& STATE OF f`� ,4V� *= F8S/p✓�.1 ,G TIC L L 20.0 PSF T C D L 7.0 P S F pp BC DL 10.0 PSF BC L 1, 0.0 P S F 1 _ T 0 T . L D . 3 7 .0 PSF D U R . F A C . 1.25 R E F R 08 1-- 5 8 1 8 0 _ DATE 12123102 DRW HCUSR081 02357185 H C - E N G C H 3 / MMA S E 0 N - 3353 _ FROM S C H -----..---- Alpine Engineered Products, 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 Y T 08 1 _Z 2 7 FLCertifrcateofAuthorization N567 ANSI IIP1 1 1995 SECTION 2. 47521 P72 3338E - C5GE1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N B01 CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SPECIAL LOADS --- --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) IC from 81 PLF at -1.00 to 81 PLF at 19.67 BC From 20 PLF at 0.00 to 20 PLF at 18.67 REFER TO DRAWING HCLISR081 01306241 & 01306184 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY Of THE BUILDING DESIGNER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL. LOAD. 4X4= 120 Milli WIND, 21.25 FT MEAN HGT, ASCE 7-98, CLOSED BL.DG, LOCAFED ANYWHERE IN ROOF, CAT 11, EXP B, WIND 1CDL=5.0 PSF, WIND BCD[.=5.0 PSF.' THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. e 6 F— —I 6 18-9-14 2X4(A1) = 2X4(A1) L�0 -4-0 R=110 PLF U=54 PLF W=18-8-0 18-8-0 Over Continuous Support ILO Note: All Plates Are 142X4 Except As Shown. PI.T_ TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 0TY:1 HI/ -/I/ R - Scale—.3125" Ft. L-_ ALPINE Alpine Engineered Products, Inc. Baines City, FL 33844 Ft. CertificateofAuthorization N567 "WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BR AC TNG, REFER TO 019 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY ITT (TRUSS PLATE IXS111U1f. 583 D'ONOFRI0 DR .. SUITE TDO. MADISON. NI 63719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THE SE FUMCT ION S. UNLESS OT HERA SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM ONSHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *'IMPORTANT'" FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOI bE RESPONSIBLE FOk ANY DE YIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH 1P1; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES, THIS DESIGN CONFORMS REST A D APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SP ECIFIC AT TUN PUBLISHED BY THE AMERICAM FORE Si AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASTM A653 1 40 GAL,. SIEEL. 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 USF OF IRIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS17TP1 1 1905 SECTION T. (G.R P Fj �✓ j1FIC,1�`,.A"1r ;� F � *: AND. 2" N y 'Q 9' wa �, STATE Or j ,(� l�W1. M'4 T C L L 20.0 0 PSF T C D L 7.0 P S F f'--- B C D L 10.0 PSF R C L L 0.0 P S F TOT. L D . 37.0 PSF R E F R 08 1-- 5 8 1 1 4 __- DATE 1 2 / 2 3 / 0 2 -- D R W HCUSROBI 023571 75 H C- E N G C H 3/ MM A S E 0 N - 3341 — D UR . F A_C . 1.2 5 i _ SPACING SEE ABOVE JREF 1RYT081_Z27 (47521-P72 3338E - A6A) 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 #3 :W2, W4 2x4 SP #2 N: (A) IX4 #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. 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 4X6 (R) III JOO MPH WIND, 22.88 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL _ 5.0 PSF, WIND BC DL - 5.0 PSI. ' (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/360 LIVE AND L1240 TOTAL LOAD. 3X4-0 IX4 6 1- - T 6 (A) (A) W2 W4 18-9-14 5X8= 4X4 (A2) = 2X4 III 2X4 III 4X4 (A2) 1-0-0 =1111)0 AN011 1] 1-0-0 0 J 31-8-0 Over 2 Supports R=1226 U=607 W-4" R=1226 U=607 W=3.5" PLT TYP, Wave TPI-95 Design Criteria: T_PI S D Ver: 5.05 0TY:1 HI 1 E - Scale—.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L t. 20.0 0 P S F R E F R 0 8 1-- 5 8 1 6 3 BRACING. REFER TO HID 91 (HANDLING INSIALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 593 D'OMOFRIO DR.. SUITE 200. MADISON. NI 63719), FOR SAFETY PRACTICES PRIOR 10 PERFORMING THE SC FUMClIONS. UNLESS OIXERWISE INDICATED. TOP CHORD SHALL HAYS PROPERLY ATTACHED �: P �/� T C DI_ 7.0 P S F DATE 1 2 / 2 3 / 0 2 STRUCTURAL PANELS. BOITOM CHORD SHALL HAVE A PROPERLY AIIACHED RIGID CEILING. Qyp-S1F _IMPORTANT'" FURNISH A COPY OF 1N15 DESIGN TO THE 1NSTALLA710N CONTRACTOR. ALPINE ENGINEERED � rF'y BC DL 10.0 P SF D R W HCUSROBI 02357160 PRODUCTS. INC. SHALL. No BE RESPONSIBLE FOR ANY DEV IAIION FROM TH15 DESIGN; ANY FAILURE TO *:y C33'.�. * -- BUILD THE TRUSSES IN CONFORMANCE NITN TP1: OR FABRICAIIMG. HANDLING. SHIPPING. INSIALLING AND N �� ¢ B C L (_ 0.0 P S F H C - E N G C H 3 / MM A ALPINE :RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICANLE PROVISIONS OF NOS (MATIONAL DESIGN SPECIFICATION PUBLISHED BY IRE AMER IC AM FOREST AND PAPER ASSOCIATION) AND IF 1. AL PI ME 9' O�, STATE ;' CONNECTORS ARE MADE OF 20GA AS1M A653 GR00 GAIV. S1EEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 Pg�` 2 TOT . L D . 37.0 P S F S E Q N - 14529 EACH FACE OF TRUSS. AND UNLESS OIHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s ........ N VD O ----1.25- — DRAWINGS 160 A-1. IRE SEAL ON IRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .. 'AT" D 11R . F AC . FROM S C H 1 Alpine Engineered Products, Inc. RESP ON ST B]L11Y SOL EiY FOR IN 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 2 4.0 " J R E F - 1 R Y T O 8 1__Z 2 7 Fl. C'mi6rnte of Authmimuon 4 S67 ANSI/TPI 1 1995 SECTION 2. _ (47521-P72 3338B - ASA 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 #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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X8= 4X6 (R) % e 100 MPH WIND, 22.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DI. = 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/360 LIVE AND L/240 TOTAL LOAD. K- 6 3X4a —76 (A) &-1.8-9-14 4X4 (A2) = 2X4 III 3X8= 2X4 III 4X4 (A2) = 5X5= 1-0-0 1.0-0 �- 1-8 0 ( 15-0-0 I I 15-0-0 _I 31-8-0 Over 2 Support: R=1226 U=609 W=4" R=1226 U-609 W=3.5" 050 ob� PI-T TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 QTY:1 HI 1 E - Scale=.1875" Ft. ALPINE Alpine Engineered Products, Haines City, FL 33844 Certificate FI.Certi Inc. ""WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER lU HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTI TUT E. 583 U'ONOf k10 UR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING 1NESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL MAYE PROPERLY ATTACHED S7RUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERTY 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 FRON THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NIIH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS BE SIGN 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 GR4D GALV. STEEL, EXCEPT AS NOTED. APPLY CONWEC10R5 TO EACH FACE OF IRUSS. AND UNLESS OTHERWISE LOCATED OM THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL OM TN1S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS INC RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/IP1 1 1995 SECTION 2. (ER_P,/:� ��'(1FI `(„'•'�Jr �; *� IND. * N ¢ 9� •j �" STATE OF !r Fs.;i ORtQY%'O sipNA� T C T C BC B C TOT L L. D L OL L I- _ L.D . 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF P S F PSF R E F R 0 8 1-- 5 8 1 6 5 —, DATE 1 2 / 2 3 / 0 2 DRW HCUSROBI 02357162 -- ---- H C- E N G C H 3/ MM A S E 0 N - 14524 --- -- D U R . F A C . 1.2 5 FROM S C H — SPACING 24 . 0 " J R E F - 1 R Y T 08 1 _ Z 2 7 (41521-P72 3338B - HIG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 3X4 = 120 MPH WIND, 10.09 FT MEAN HGT, ASCE 7-98, CLOSED BL.DG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCD1.=5.0 PSF, WIND BCDL,=5.0 PSF-, A RIGID CEILING OR CONTINUOUS LATERAL. BRACING AT 24" O.C. MUST BE • PROPERLY ATTACHED TO THE BOTTOM CHORD. s 3X4 _ 06 (R) III 5(— T 1 4-0 9-4-0 3X4 = 3X4 = 4X6 (R) M 3X6 III 3X4 (Al) _ -0-0 _I_ Io-u. 19-0-12 Over 2 Support. R=773 U=267 W=3.5" R-692 U=212 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 0TY:1 HI 1 E - Scale —.375" Ft. VALPINE ""WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HI6 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE—,_- INSIITUIf. S83 D-ONOFRIO DR.- SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC110NS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, SUIT OMCHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '"IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODOCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IRIS DESIGN: ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF INOSSES. THIS D[SIGN CONFORMS NI1H 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 OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1yli . �'ijFiC y� ( '9T *� Np_� py1.�-(�J��b//gy� N 2103, r 9I STATE OF ;2�.. S'�2ON .,j�� AS" ONA� T C L L 20. 0 P S F T C OIL 7.0 PSF QC DI_ 10.0 PSF B C L L 0.0 P S F __ f o r L D , 37. 0 PSF R E F R 0 8 1-- 58171 DATE 12123102 DRW HCUSROBI 02357172 H C - E N G C H 3 MMA / S E Q N - 1 4 6 L 4 - "" D IIR . F AC . 1.25 FROM S C H Alpine Engineered Prodncls, Inc. Haines City, FL 33844 FLCelti6cateofAuthorizationH56'7 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/ IP1 1.1995 SECTION 2. A S PACING 24 0" LIRE F - 1 R Y T O 8 1 _ Z 2 7 (47521 P72 3338B - FT17' TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. TRUSS MAY NOT BE INSTALLED END FOR END. i 0-7-0 iPLT TYP THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REOUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5-6-0 1,5" Typ(. 3X6 = 1X4(R) 2.5X4 = 2.5X4 = 2.5X4 = 2.5X4 = 3X6= 1X4 (R) = 2 X 4 III 1X4III I � W64 0 am -- Lam. I.,. W., 0 P14,01AF I I 2 X 4 III 0 - I B �-- 11-10-8 Over 2 Supports j R-655 W-6" R-625 W-6" -95 �. ALPINE Alpine Engineered Products, Inc. Haines City, FL 33944 FL Certificate of Authorization H 567 T 1-I4-0 8-0-0 —L (63 vl Design Criteria: TPI(SF- Ver: 5.05 QTY:2 HI/-/1 E - Scale=.375"/Ft. *WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO NIB9] (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE INSIII UTE. 583 D'ONOF IIIO DR.. SU1 TE 200. NADISO1. WI 53119), FOR SAFETY PRACTICES PR lOR TO PERFORMING TNT SE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SIRUC I URAL 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 IRIS 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 IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMEkIC AN FOREST AND PAPER ASSOCIAIIOM) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIR AISI GR40 GA11. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 16D A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIORAI. ENGINEERING RE SIBILITY 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 �p P '(ER•••I��N �pS►FIC,.1� �GYYJJ �(*s *: NO.��// :* 't¢ 9' �'. STATE OF ? S•:2OR1OA'Q SioNi... T C L L 1 C DI.. t3C DI- BC L I TOT . L.D . 40.0 1 0 5.0 0.0 55.0 P S F . 0 PSF PSF PSF P SF R E F R 08 1-- 5 8 1 8 1 DATE 1 2 / 2 3 / 0 2 _ DRW HCUSROBI 02357180 — H C - E N G C [13 / MM A S EON - 3365 -- D U R . F AC . 1.00 FROM S C H SPACING 24.D J R E F - 1 R Y T 08 1 _Z 2 7 ANSI/IPI 1-1995 SECTION 2. 147r,21-P72 1119R - FTl THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N BUT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) 1C From 210 PLF at 0.12 to 210 PLF at 7.00 TC From 700 PLF at 7.00 to 700 PLF at 11.75 BC From 10 PLIF at 0.00 to 10 PL.F at 11.88 TC 2400 LB Conc. Load at 7.00 2 X 4 0-7-0 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. TRUSSES TO BE SPACED 24" ON CENTER. TRUSS MAY NOT BE INSTALLED END FOR END. �2400# 1X4 (R) = 8X8 III 3X4 III 2.5X4 III 2. 5X4 1X4 (R) 2.5X4 = 2 X 4 III 4X4III 1.5X4III 3X4= 2X4III 0-1.8 11-10-8 Over Continuous Support 'I R-614 PLF W-11-10-8 T 1-4-0 9-4-0 L Note: All Plates Are W1X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI(STD Ver: 5.05 --WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB'91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 1P1 (TRUSS PLATE INSY 11"E. 563 D'ONOFRIO DR.. SUITE 200, MADI SON, W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THE. FUNCIION S. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SIR UC I URAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' IMPORTANT"• FURNISH A COPY OF IHIS 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 DR AC IN OF TRUSSES. 7HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF WITS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORES7 AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS1M A653 GR40 GALY. STEEL. LYCEPT AS NOTED. APPLY CONNECTORS 10 EACH 7 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 Alpine Engineered Products, Inc. RESPONSIB ILI7Y 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 FL Certificate of Authorization#567 ANSI/ 1P1 1-1995 SECTION 2. - TC ILL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.L D. 55.0 PSF PUR . AC. 1.00 _ SPACING SEE ABOVE 0 Scale=.375"/Ft. REF R081--58182 DATE 12/23/02 D R W HCUSROBI 02357181 HC-ENG CH3/MMA SE -ON 3367 FROM SCH JREF 1RYTO81_Z27 0N53/-1116 33,56A,B,U 13 - 61) IHIS DW6 PRLPARLD FROM COMPUTER 1NPU1 (LOADS 5 UIMLNSIONS) SUBMIIIED BY IKUSS MtK. TOP CHORD 2x4 SP #1 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN, BOT CHORD 2x4 SP #2 N 8.50 fl FROM ROOF EDGE. WIND TC DL -- 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 AI 33 nI ^^ 9 4 0 W2X4 In W2X4(Al) = W2MA1) I 9-0-0 I 9-0-0 _l 18 0 0 Over 2 Supports b R=720 U=343 W->8" R-120 U=343 W=8" (q PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) 19.5f QTY:2 HI 1 -/E - Scale -.375" Ft.. —WARMING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATER T C L I- 20.0 P S F E F R 0 8 1 - - 7 8 3 9 0 INSTITUTE, 683 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERfORMlNG 1XESE FUXC7IONS.. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAY[ PROPERLY ATTACHED CHORD .��ri_P.TT: IC DI- 7.0 P S F ----`-`------ DATE 06121102 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATT AC RIGID Cf ILING...I MPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION COMIRAC TOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IHIS DESIGN: ANY FAILURE TO �'9%°;` BC DL 10.0 PSF DRW HCl1SR081 02172144 A L P I N E BUILD IHE TRUSSES IN CONFORMANCE 0118 TPI; OR FABR ICATIWG. HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 805 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GA40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 *+ML q� N Maim 1Y% Q STATE OF �2 p B C TOT LI L D . 0 _0 37.0 PSF P S F H C E N G V $ / MM A S E Q N - 3904 -------- Alpine Engineered Products, Inc. Haines City, FI. 33844 FI.CeltificateotAulhoti2alionii567 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOM SI BILL I SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOIIABILIIY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF [HE BUILDING DESIGNER, PER ANSI/7P1 1-I995 SECTION 2. •IL��1pA+C7 8'%AiE� _- f DU R �F A C . 1 . -._--.-- 2 5 _ FROM W B _ SPACING 24 .0 55631-U13 3338A,B,C 13 - G2G TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2 N: BUT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 IN LIEU Of STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT IC @ 24" OC DEFLECTION MEETS L/360 LIVE AND 1.1240 TOTAL LOAD. THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIIED BY TRUSS MLR. 100 MPH WIND, 15.00 Ff MEAN HGT, SBC, ENCLOSED BI_DG, LOCATED ANYWHERE IN ROOF, WIND TC Dl. = 5.0 PSF, WIND BC DL = 5.0 PSF. 1. A RIGID CEILING OR CONTINUOUS LATERAL. BRACING AT 24" O.C. MUST 61, PROPERLY ATTACHED TO THE BOTTOM CHORD. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. W6X6 T2 W5X8 - 0,1af--, 3T— —13 9-4-0 W5X5 = W2X4 III W3X8fAll = W3X8( 1) 1�00 Q-�-=� I_ 7-0-0 I 4-0-0 1 7-0 0 _1 18 0-0 Over 2 Supports R=1342 U=672 W=8" R=1342 U=612 W-8" mp I'LT TYP. Wave TPI-95 Design Criteria: TPI(STD) 19.5f 01Y:i III /-/1/-/Ej- Scale =.375' Ft. *WARNING— TRUSSES REOUIRf EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND l i. L L 2 0. 0 P S F R E F R 08 1-- 7 8 3 9 1 BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. 583 D ONDFR10 DR., SUITE 200, MADI SON, W1 53119), FOR SAFETY PH ACIiCES PRIOR i0--------- - - -- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .�� P, F IC D L 7.0 P S F DATE 06121102 STRUCTURAL URAI PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� -- -' P� mr,. ti "*IMPORTANT^* FURMISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED djZ �%�� i ISC DI_ 10.0 PSF DRW HCUSROBT 02172145 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ARY FAILURE TO v'y� y .* _ ..... ._..___..__— BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND * y+TEI''N/y^ggy//�ipA,Y'a: R [, i_t.. 0.0 P S F H C - E N G V B / MM A LZ ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN i� LON1d SP ECIF IC ATIGN 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 9� STATE OF ;_ T 0 T L D . 37.0 P S F S E 0 N - 3909 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER . �ODRAWINGS p1OP.b� -.--- .---- -.--- — --- ---- -- Alpinc Engincered products, Inc. RESPONSIBILITY SOLELYIFOR STHE TRUSSICOMPONENT DESIGNTSHOWN. CEPTATHE SUITABILITY OAND USE NAL IOFETHIS RINGSS�ONA� D I1R F A C . 1 .25 FROM W B Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER- PER FLCertificate ofAutholization#567 ANSITTPI 1 1995 SEL'TION z. SPACING SEE ABOVE