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162 Magnolia Park Trl 03-1548 SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTO: MECHANICAL CONTRACT( PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # j J DATE PERMIT DESCRIPTION �J PERMIT VALUATION �ck-0 CM G SQUARE FOOTAGE a---) t7 d x �n U) En �8_ CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 162 MAGNOLIA PARK TRL for which permit 03-00001548 has heretofore been issued on 4 15/03 has been completed according to plans and specifications filed in the office of the Building Official prior to ;the issuance of said building permit, to wit as (.�v)l. complies with all the building, plumbing, electricAl, oning nd subdivision regulations ordinances of the City of Sanford and wi h the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled to Ckb ZONING: Inspected UTILITIES: Water Lines In 10-Z'7 J Meter Set Reclaimed Water ENGINEERING: Drainage 0-2`7!5 Maintenance Bond PUBLIC WORKS: Street Name Signs p Storm Sewer Street Work DESCRIPTION Subdivision Regulations Apply: APPROVAL FIRE: Inspected Sewer Lines In Sewer _..._- Tap WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE Street Paved Street Lights Driveway FEES PAID Yes No DATE APPROVAL DATE AMOUNT 5/16/03 6/04/03 4/23/03 7/07/03 5/13/03 4/23/03 4/23/03 4/23/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 162 MAGNOLIA PARK TRL for which permit 03-00001548 has heretofore been issued on 4/15/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 4/23/03 279.61 01-POLICE IMPACT - RESID 4/23/03 91.93 01-RADON GAS TAX FEE 4/23/03 13.83 01-ROAD IMPACT FEES 4/23/03 847.00 01-RECOVERY FD/CERT. PGM. 4/23/03 13.84 01-SCHOOL IMPACT FEE 4/23/03 1384.00 WD IMPACT:SINGLE FAMILY 4/23/03 650.00 SD IMPACT:SINGLE FAMILY 4/23/03 1700.00 t o U�A ' © OWNER BtnLDING OFFICIAL / DXTE FEDERAL EMERGENCY MANAGEMENT AGENCY4"5 O.M.B. No. 3067-0077 . - NATION4 ELOQDrNSWZANCE PROGRAM Expires December 31, 200° 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 162 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 9, MAGNOLIA PARK BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( ##° - ##' - ##.W 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 B3. STATE CITY OF SANFORD 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATIONS) NUMBER 85. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of todN) 1202890045 E 4117/95 4/1/795 A, X 40' bw. Inaicate the source or the base Hood elevation (Lil-t) data or base flood depth entered in 69. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): SEE "D & E 2 " ON ?v PAGE B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Ct. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under ConsWc ion' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. CZ Building Diagram Number I (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, ARIA1 AW, AR/AH, AR/AO Complete Items C3.-a4 below acceding 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) 43. 0 ft.(m) o b) Top of nett higher floor NIA. ft.(m) o c) Bolton of lowest horizontal structural member (V zones only) WA. ft.(m) U o o d) Attached garage (top of slab) 42. 4 fl.(m) 0 o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 41. P.0) E o f) lowest adjacent (finished) grade (LAG) 40.5 ft.(m) z' oM o g) Highest adjacent (finished) grade (HAG) 43. 3 ft.(m) d o h) No. of permanent openings (flood vents) within 1 it above adjacent grade 0 7 T tat of 11 LIT o r) o area a peMlMent openings (flood volts) rn C3.h 0 sq. rn. (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 LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH T ET, T 180 ORLANDO FL 32803 SIGNATURE Ilk DATE TELEPHONE " 10/23/03 (407) 426-7979 FIRMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding inform—atIfffttsf'ri For Insurance Company use: BUILDING STREET ADDRESS (Including Apt. Unit, Suite, andror Bldg. No.) OR P.O. ROUTE AND BOX440. Poky Number 162 MAGNOLIA PARK TRAIL CITY STATE ZIP COCE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offidal, (2) insurance agenUcormpany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL (B-10) -LOMAR REVISION IS IN PROGRESS- DRAWING FROM BRISKEY & ASSOCIATES, FLOOD LEVEL DATA PROVIDED SHOWS BFE Q. NO COUNTY BFE HAS BEEN DETERMINED AS OF YET. CITY OF SANFORD-SEMINOLE COUNTY MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT (ALL MEASUREMENTS SHOWN IN FEET) ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zane A (withart BFE), complete Items E1 through E4. If the Elevalion Certifkxte is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately mpresents the building, provide a sketch or photograph.) E2. The top of the bottom floe (including basement or enclosure) of the building is 94 ft.(m) _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 4 the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(c m) above the highest adjacent grade. Conplete items C3.h and C3J on front of form. E4. The lop of the platfo n of machinery and/or equipment servicing the building is _ ft(m) _in.(crm) ❑ 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 communitys 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 cor►W to the best ofmy k vw1edge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES 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 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 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 oommunity floodplain management purposes. G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions • PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 9, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT "E" MAINTENANCE & ACCESS 1" 30' I GRAPHIC_ S—�CALC�1 0 15 30 60.00' �J'' S89.31'41 "E Ati� 10' SCREEN WALL EASEMENT ----------------------------- - �, �� LOT 9 "Iti� I A, 5.0' W 0) O 0 00 W LOT 8 ui cv o 0 z 5.0' '- 13.3' -,.: N 22 �COVEREQ�;, 9.2' ONE STORY CONCRETE BLOCK RESIDENCE FINISH FLOOR ELE VATION.43.04 COVERED 6.3' ,ENTRY 'f'_71'� 10.7' 20' •.CONCRF. YE �, _,DRIVEWAYC n rv_ WALK IS \d ' 10' UTILITY EASEMENT _I. T-OFF �l N89'31'41 "W 60.00' CT) p 000 fV uj o = LOT 10 V) 5.0' h b�. WALK IS 1.2' OFF SIN zy NI 412.85' AO i PT S89'31'41"E PC TRACT „A„ CENTERLINE OF RIGHT OF WAY MAGNOLIA PARK TRAIL 50' RIGHT OF WAY CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CFI MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-22-03, UNLESS OTHERWISE SI IOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN do LONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON TIIE NORTHERLY LINE OF LOT 9 AS BEING 989'31'41"E PER PLAT. (FIELD DATE:) 4-10-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: W'RM ASM40441 FINAL 10-22-03 CKB JOB NO. - OUNDATION 5/30/03 CKB DRAWN BY: >LOT PLAN 3-12-03 JML LEGEND — . — . — . — BUILDING SETBACK LINE - - CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION 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 S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 QFND NAIL AND DISC LB 16393 (10122103) O SET 1/2" IRON ROD AND CAP LB #6393 (10/22/03) 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 TANF,ENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT. ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA �0-Z3-Q3 FOR THE FIRN SCA EL LO JR. M#928 DAZE CITY OF SANFORD PERMIT APPLICATION Permit #. 00- 1 —6 Job Address _?_ `)17 Description of Work: //JL.l1�( A, T^ Historic District: Zoning: of Work: . -To a Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm POW Electrical: New Service - # of A PS Addition/Alteration Change of Service Temporary Pole __, __ Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required) F-h. Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial ' Occupancy Type: Residential Commercial Industrial Total Square Footage: N� Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required fnr ocher than x) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: YM.ATR TW.e A, ATO rP hffli License Nu Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address: RUM' �p 7 Sr�.S3o� Phone: 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 w the issuance of a permit and that all work will be perforated 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 don in comph ce with all applicable. laws rt uiating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMM]INCEMElf MAY RESULT INS Y01 M PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, C6NSULTf ITH 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 this county, and there may be additional permits required from other govemmental Acceptance of permit is verification that I "�11 notify the owner of the property of Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Flonda Date 0�kner/Agent is _ Personal].\ <no%%n to Me or Produced ID AITLICAI 10N APPROVED BY: Bld Zoning. In ual & Date; n3pplicable s prope that may be 6und i the public records of S such as manage ent distric to agenc es, of frdcral agencies. Lire of Flo Lien FS 713. 9/ . Si lire of Cont actor/Agent Date P t Contractor Agent's N me 'u"i Sigmature of too-rv-State of Flonda ate Contractor/Act-.: s _ Pcrsonaii Known to Me or Productc.D _ L;..::c." _ FD: �_ (Initial & Date) (Initial & Date) (Inw al & Dat; �acc al i mdhions: - ,� • � tt111311�A C. TURNER --- ----- — - -- �,-- MY COMMISSION # DD 212883 EXPIRES: June 14, 2007 �., Bonded Tlw NdW Public Urd9rwrNen 5-06-203 I:09AM 1 ROr� wKro.ra. 111 - ItTVIV "rv<re•r,,.+- .� ,t1 / z ( CiTV OF SANFORD PERMIT APPLICATION Permit p . 0 t3 1 7 _ - D/at}e-� Job Address: 1 �i� /13LLt" `C Description of Work: Q �' ( C Cam. \ jjjll{pc1F pfalrlctt x(►pigl{• Vvltie of work: S Permit Typei Building_ Electrical . V/ Mechanical Plumbing _ _,_- hire Sprinkler/Alarm Pool Electrical: New Service - P of AMPS 1 5 Addition/Alteration Change of Scrvicc Temporgry Pole Mechanical: Residential _. Non -Residential Replacement New (Duct Layout & Energy C'alc. Required) Plumbing/ New Commercial: a of Fixtures )t of Water & Sewer Lines p of Gas lines _ Plumbing/New Residential: N of Water Closets - Plumblag Repair - Residential or Commercial Occupancy Type' Residential ✓' Commercial Industrial Total Square Footage. -- Construction Type, a of Stories: a of Dwelling Units: Flood Zooe: • (FEMA form requirod for other than X) Parcel a: ()wncr► Name & Addrtss 7 : 1.L U r (r Contractor ame & Address: Phouc A Fax: Y ci 4 -- handing Campsny Address S1ortgage Lender (Attach Proo(uf Orweership lk 1Agal Description) / i 1 l(/G{ Contact Perton CI..0 t e Address: Phone ArehitscVEnginttr: Fax 9. W t 1 b LA -IF � - 0c) 4 1 Address: -. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wink or instillation 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 undmaiind thin a separetc permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and A I R CONDiTIONE R S. etc. O ER'S AFFtpAV_IT: 1 eerlify that an ot'the foregoing information is accuraw and that all wtxis will be done in comphWC4 with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFN'f MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN HNANCWG, CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORe Rb;CORDMO YOUR NOTICE OP COMMENCEMENT NOTICE: in addition in the requirements of thin permiL there tray he additional restricuons applicable to this property that n-Qy be found in the public records of this county, and there may be additional permits required fmm other govemmcnul entities such as watm management distnetc, state agencies, or tederal agencies. Acceptance of permit is vcrifl upon that I will notify the owner of the property of the requue is ofr Lien Law, FS 71 - Signature of Owner/Ascnl Ditc Signal urrt )f Con, r�neror Agent /k DJIt Print Owner/Aginl's Nanic Print CmirsetodAgcnt's me g�v 3 Signatutc of Nulary.S121e. of Flonda I�am Signature of N at -Sate ntuF,o :Ju Uu:c l)wn�f/n ��hl 11 _.._ Pc:i,mntty Known to Vic W ('u„Iraclnr/A �CnI U V Ycrif,:uay Known W Mc )I Prudu%e0I1r ..._ Produc;n II) _.. ..._ AN'Lll'A1'IUN A1111ROV((1) By IIIdS: LuninU ., .. _ . t.a:;Ittc,. (ImP:11 d I)aty) (In:1ia'i &Dii(v)tltwoi ti l)a IC) (tar U.11 A I)Jtc *°rP// R1A'Rif A.:IETTLEMOYER Yy ti3 NIY COMMISSION # CC 855100 ��FOisLf� EXPIRFS:Jul 15,2003 1.80C.3N':.nT�Ill "'!a. =:'.cry Service & Bonding Co. FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insuranor' Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS oncluding Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX MAGNOLIA PARK TRAIL CITY STATE ZIP CODE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) SECTION 18-20-31 (METES & BOUNDS DESCRIPTION) PROPOSED LOT 9, MAGNOLIA PARK (NOT RECORDED YET) BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, R necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( ##° - ##' - ##.#N' 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 I FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREASED DATE 138. FLOOD ZONE(S) (Zone All, use depth of flooding) 0045 E 4117195 4/17195 A, X 49 B10. Indicate the source of the Base Flood Elevation (BFE) data or vase Hood deptn entereo in rd. ❑ 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: 0 Constriction 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, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calcxrlation. 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) 43. 0 ft.(m) o b) Top of next higher floor NIA. ft.(m) m o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) o o d) Attached garage (top of slab) NIA. -ft.(m) E o e) Lowest elevation of machinery andlor equipment 6 servicing the building (Describe in a Comments ores) N/A. ft.(m) E o fl Lowest adjacent (finished) grade (LAG) NA. ft.(m) Z �N o g) Highest adjacent (finished) grade (HAG) NIA. ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 0 1 Total area of all Dwnanent openings (flood vents) in C3.h 0 sq, in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH ST ET, E.1 ORLANDO FL 32801 SIGNATURE � DATE TELEPHONE 4r3 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FQ-- TIWATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A For Irm anoe company Use: BUILDING STREET ADDRESS (Including Apt., Unit Suits, andlur Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number XXXX MAGNOLIA PARK TRAIL CITY STATE ZIP CODE Company NAIC Number FL 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 FINISH FLOOR ELEVATION WAS PROVIDED BY THE SURVEYOR FROM CONSTRUCTION DRAWINGS FOR THE PROPOSED PLAT OF MAGNOLIA PARK (NOT YET RECORDED)10MAR REVISION IS IN PROGREST.DRAWING FROM BRISKEY & ASSOCIATES, FLOOD LEVEL DATA PROVIDED SHOWS BFE 49. 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. 1 no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement a enclosure) of the building is 4311 _in.(an) above a ❑below (check one) the highest adacent grade. (Use natural grade, I available). E3. For Building Diagrams 6.8 with openings (see page 7), the next higher floor or elevated Boor (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. 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 0 Unknown The local official must certity 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 oorrect to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS p 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 ma nage vent ordinance can complete Sections A, B, C (a E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or oo mmunity-issued BFE) or Zone AO. G3. ❑ The following inforrration (Items G4-G9) is provided for community floodplain management purposes. ce Dr:pmrr Nr i Rr-P G5. DATE PERMIT ISSUED i G6. DATE CERTIFICATE OF COtvfl'LIANCEIOCCUPANCY 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 DA fE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: "'� ' I �4 Date: The undersigned hereby applies for permit to install the following plumbing: Owners Name: Address of Job:M�gno��+� 1jn��hC� �tI�,vt��1 J',rl• 'rr a T Plumbing Cont��iAGE PLUMBING, INC. r V PVJc OVIEDO F ORIDA 32762-0027 Residential 7) 366.3994 Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential New Residential: -Ore -WateeVoset Additional Water Closet f o Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Buildin Description of Work: Application Fee: $10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance ord Plumbing Code. Applicant's Signature S fe,� t^^ Stale License Number ADVANT!',^r ^f.."MBING, INC. 1`,()• 00 620027 OVIEDG, FLORIDA 32762.0027 (407) 366.3994 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 NOTICE OF COMMENCEMENT (Prepare in duplicate) CLERK OF CIRCUIT COUR1 BRINDLE CUM BK 04775 PG 1599 CLERK'S R 2003059913 RECORDED 04/10/2m 19152122 AN RECDWINB FEES 6.00 RECORDED BY N Noldon 11 The undersigned hereby gives notice thk 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 pr rt Lots) 5, 6, 7, 8 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 proyidgd by Section 713.13(1)(a)7, Flonda Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. 0 by: o ert A. LaWS011, Assistant Secretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., awe aware Corporation, on behalf o the corporation. He/She is personally mown to me. Notary Public, State and County Aforesaid otar gnature OFFICII&LNr� . L PAWK ION YPUS,UtLORTDA v0iARF COMM&.C: j rCt)o134330 MYCOMMISIONo S26 006 Notary Seal CE.RTIFIEU C" M�,RYANNF MORSE CLVK OF CIRCUIT MURI SEMINOLE COUNrl. FLORA /j ' :=--= tom....- .! 1 Ili`► CITY OF SAAFORD PERMIT APPLICATION Date: NMgyp° t' Permit No.: C)�' 1 S U Job Address: S� n4 Permit Type: ✓ Building Electrical Mechanical Plumbing Fire Alarea/Sprinkler Description of Work %D n. +r U Q S %ram S F R- Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service Temporary Pole New AMP Service (i1 of AMPS ) Plumbing/ResIdential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: ✓Residential _Commercial _ Industrial Total Sq Ftg: , .' ( _ Value of Work: S Type of Construction: B L(7. C P- Flood Zone: Number of Stories. Number of Dwelling Units: Parcel No.: 18 - ZO 3 / -300 - 0020 -occo (Attach Proof of Ownership & Legal Description) Contractor/Address/Phone: X-tCna/'G( J9, GGCa - - f - �� State License Number. CeCc1)65� Contact Person: C4%Ld412>,7 P.yZ ZnE Phone & Fax Number: 909 5'02- F/D/ A 57-c� Title Holder (If other than Owner): I)A - Address: Bonding Company: n-)A Address: Mortgage Lender: N/A Address: Architect/Engineer O Q Phone No.• u - %Ai 4 '�� 7T% Address: 4e-3 1 9 :5Z -4 Fax No.: A07 - 77 q ' 15 7,2 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 ooastn ction 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 AFFIDAVTI: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that'may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance f permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Si of Owne gent Date Signature of Contractor/Agent Date 8 Print / ent's am Prin C cto Agent' S -nature Notary-S a of Florida Date -nature of Notary -State of Florida Date WPersonaUy IAA� COULTON NOTATE OF FLORIDA NO. DD134330 MY EXP. JULY 26,2006 Owner/Agrsonally Known to Me or Produced ID 0r PATRICIA COULLTTO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO DD1343M MYCO'vl'vILSSION . ULY26,M Contractor/Agent is Personal y ouv to Me or Produced ID APPLICATION APPROVED BY: d 2`r<' Date:'' Special Conditions: CI7�"X OF SANFORD B ,DING DIVISION ENTIA.L BUILDING PEItNZIT. SU 13MITTAL REQUMMENTS FOR boundary and bu}101' g location surveys showing setbacks recent boun ❑ 1, Two (2) for erm it for structures (not fences) lines from all structures to property 1? design drawings drawn to scale, Two (2) complete sets of constr ❑ 2, uction Complete sets to include: bearinwas. Provide side viewdeta indicating for a. Foundation plan of these footers with rclnforcem feplalccmentg interior tions and ow" And/orall o b. Floor plan opening sizes, smoke detector, do dimensions, room dtmonsions, , location(s), Inndings, docks and stairs. Bathroom fizturos and distances from walls are to be shown. Florldn requirements or bath door for compliance * Note the State of Part 5) of Handicnpped Code (F.S. 553, north and south. Finish C. Elevations of all exterior walls, east, west, height as per Clty Engineering Department or floor elevation subdivision plat. l lyftll sections to be used In the structu of `call sBoctlong d. Cross sectnonlntors of land ❑ exterior. Show all components non boart g for floor joists where conventionally framed. Plan to , Framing plan size and species of materials to be used. v indicate span, Engincered beams for °off h ❑ {, Engineered truss plan witlRn� ;uls spncing openings to carry pP trusses. tread and riser dim n stringer size, methods of ❑ g, Stair details with attachment, placement of h dgua, h, Square footage table showing footagest ❑ S.F. �U Gnrnges1Carports S.F. Porch(s)/Entry(s) Patio(s) .L i Z S.F. Conditioned structure � Total (Gross Area)��'z-Z----S.F. sets of completed FI'orida Energy Codeorm 600-A-97) ❑ 3. Three (3) soils appear to be uns ble Soil analysis and soil compaction repo PP <' ❑ 4. or if structure to be built on fill, a report may be requested by the Building Official or his representative. ❑ S. Other submittal Documents: n. Utility letter or approval when p�tbdiiwnter supply and/or sewer system ` ❑ connection to be made. r �� b. Septic tank permit to be obtain izs Seminole County Health ❑ Department At- 400 W. Alrport Jivrianford, F1(407) 665-3600. to be removed from property. Contact the c. Arbor permit when trees City Engineer for details regardrowe arbor ordinance and permit. ❑ 6, Application to be compacted thorn And signatures provided by A OWNER/BUILDER MUST APPEAR Ti`I licensed And insured contractor. TO SIGN APPLM&TION AS PER FLORMA STATE PERSONS STATUTE 489. Subcontractor license numbers must be included on tie An application. If electrical, mechanical or plumbing permits have not be issued, inspections will not be scheduled or made and subcontractors'kill subject to penalty under the City Ordinances. INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTIO REQUIRED 1. Footer 2. Underground, electrical, mechanl6nl and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie bendis - columns- cells 6. Rough electrical 7. Rough mechanicAl 8. Rough plumbing a 9. Tub Set 10. Framing 11. Tenant Separation / flrewnll 12. Insulation, walls and/or ceilings 13. Electrical final, mechAnical flnnl and plumbing final 14. Building final 15. Other L2�T�� D AT L SIGNATU 037 Owner or Autho ed Agent) •'� A PAX , PF_ST G Q 2V:TRQ L Sentricon* Colony Elimination System Pretreatment Plan Agreement 3me of Install: Contract Number 'UCHASERS NAME AND ADDRESS '\\ / \ d d - , OZ City/State/Zip at.A�, Phone & Email INSTALLATION ADDRESS: L_rD T_ Quarterly Payment Amount Ef-&ziA) (FIrst payment due on the Install Anniversary Dnte) Any payment deemed 30 days past dWe will result In the cancellation of this Warranty gild Justify removal of the Sentricon System. Name Address City/State/Zip Phone & Ema SPECIAL OR ADDITIONAL COMMENTS OTIFICATION STICKER LOCATED: _�F��7—, DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will -arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs t6 the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary Apairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of thei0property at no additional cost to the Customer. a THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AN FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVE,V THE RELATIONSHIP OF THE PARTIES. :%pex Representative Signature Date Ctfstomer or Agent Signature . Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, 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). 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 Q. during those years, inform the Customer of: n. any new or Increased termite activity noted at the Stations b. any addition or, removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite actl The Company will extend this Service Commitment following the original twelve month obligatiot Pretreatment Plan may maintained for the LIFETIME of the identified property subject to the terms and agreement for ' , er quarter (3mo period) payable on or before the end of the previous monitor the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, r per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to ma baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contai under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to n eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise In the area(s) batted. At no time will damage caused to any portion(s) of the Structure(s), even by an active insect infestation, be the responsibility of Apex In areas where any of the conditions described In'this Paragr of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility unde DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIE MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMAND W, FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO TH SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRE; Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution o compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If an event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service lations, and The Sentricon ndltions of this : period. After to exceed 10% kin the aren(s; standing water Py Apex of',inc onto, or under )od destroyini exist. Failur( tis paragraph. R IMPLIED RAINTES O1 KE SERVICE 'RODUCT Or WARRANTY ninst Apex fo clue, economic Ind, and In nc 6 performed. w SENSITIVITY/PHYSICAL FACTORS. Customer understands and agrees that (I)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy or sensitivlry 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 stands that the general terms and conditions are hereby made part of this contract and B�- specific reference hereto, the Customer under apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS. The Customer understands that: All components of the Sentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representat►ve are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contalned therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System a. Apex will: (I)so notify the Customer, (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationshlp(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 relatlonship, or If Apex cannot offer an effective different form of termite protection. refund to the Customer an amount equal to the fee paid for services not yet received, and;_(S)rctrleve, or advise DowElanco'ot Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval o the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue thi relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installatior Prlor to; (1)the Structure(s) being structurally modlfled, altered, or otherwise changed or; (2) to any termltlelde being applied on or close t the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of batting equipment or suppii( occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may vold th Agreement. Additional services because of any alteration, additlon, or other such event, may be provided by Apex at the Custome expense, and may require and adjustment In the annual fee. D.a�LaGE RELA T ED TO SERVICE Apex rvlll exercise due care while performing any work hereunder In avoidance cf da^^c"Ir ." s" of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage ca;:scd nt time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex m !thoul notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue t"e highest rate allowed by law during the perlod of any delinquency, and (3) Customer agrees to pay all costs and attornevs fees Incurred apex, -hether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreemen held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfil' Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, stti embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of A, Apex disclalms any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will no responsible for; (1)termlte damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade aitcrati (3)tcrmite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)areas of existing damage unless areas have 1 repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereur Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedure-. commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to al 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. proceeding shalt be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determinatlon of the arbitrator! be flnal and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Indio►dual I 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 partie 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 at relieved of any iiabiiity hereunder If Apex determines, In its sole discretion, that It Is unable to prevent or stop further damage to Pro from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writ The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the Ider Property for any purpose contemplated by this Agreement, Including but not limited to re -Inspection, whether the Inspection was req( by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of I (one) year from Its effective date. Aft( Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex wit: (thirty) days of the transfer of the treated Property. 'Trademark of DowElanco Brevard Area 508 S Plumosa St. Merritt Island, FL 32952 407-459-2847 800.929-2847 Orlando Area 7006 Stapolnt Ct. #G Wlnterpark, FL 32792 407-858.0540 888-764.2847 Tampa/Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33510 813.221.2847 877.459-2847 -A A Jt vV JANt4' V jW P.O. Box 2847 ,► SANFORD, FL 32772 P11ONk' it (407) 330-5630 I-AX Ir (407)28-7367 APPLICATION FOR l)'I'Ii.,1'I'Y SI',RVICI,, A(:('(A)N I (FUI,I, N`'Ir) NA M I Sl .IZ v l c.'1, ADDRF:SS_� ,t CA in rL Tir. 11 iv1 Al I .I N(i A1)UIZI?SS �250 N ? �-1:6- 2 �� I�r�uP 4 rQ►z a,, %II' 3z."5 TURN ON DATE SINGLE FAMILY RESIDENCE-1 l MULTI -FAMILY RESIDENCE UW r�tzar ( I�G COMMERCIAL 1_ E MI 1LiOV L G� at1-�► '�vl �R WORKfl SOCIAL SIrCURII•Yll HOME# OWNER OF PROPERTY (v'R -c1 I O I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE AE304ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLIC` NT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES.MUST BE PAID AT THE TIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS'MUST PAY ALL OUTSTANDING CHARC�F� DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL_ $ CUSTOMER# LOCATION# LAST BILL READ THIS CSR 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: R; 5 Lot k : Subdivision: Address: [ � C� /� / i T6 i 1 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd C BCD55300 Contractor State Registration Number ignature of Contractor This foregoing instrument was acknowledged before me this I day of M•i-CA ±2003 By. Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of County OFFIC; , PATRICA v;JLLT.0N NOTARY PLBLSC SEAT E C)1q,i3RTi)A COMMISSION No UD1333C, MY COMMISSION F.XP. IUL� Notary Seal D. R. HORTON HOMES SFR PERMIT PACKAGE y .y CITY OF SANFORD CHECK LIST LOT q 6f SUBDIVISION: pibFGn_3DUq QRRK ADDRESS I(oZ MAGNOuA PA/ck T2AlL 5F�Ct2Z)P ---�`C'�fEC�. �isT ,/ BI,TILDING APPLICATION POWER OF ATTORNEY � 2 SETS OF SEALED PLANS J2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYO pl V A?TACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ✓ ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT-77 APPEX CONTRACT 5v (304�6a"Jv 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 reliange upon by the City of Sanford and as the basis for the issuance of Permit No.(,)?--,(5 V for the following work: Construction of a SFR on Lot 9, Magnolia Park Phase 1, tied Magnolia Park Trail Sanford, FL 32773 D.R. Horton Inc., hereirjafter referred to as the "Owner", recognizes that issuance of Permit No.d3 VS y 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.6 1 >S '1'6" , 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. 0 3_. IS y �_ . The owner, also agrees to the following as additional conditions for Permit No. 0� iS 4 r . Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com Qn 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 r Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE (Owner) Signatu 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 per ly known to me or who produced their Florida State Identification. OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY262006 Notary Signature Notary Stamp 6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Date: The undersigned hereby applies for ,.a��permit to install the following electrical: Owner's Name: 2 01 Address of Job: , A Electrical Contractor:/"im Lvtt Residential: rl/ Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. plicant'6 Skjrature State License Number PLOT PLAN DESCRIPTION: (AS FURNISHED) A PARCEL 15F LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANCE 31 EA; -, _. CJT� OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: IV COAMENCE 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 730.06 FEET TO THE POINT OF BEGINNING; THENCE S00'28'19"W A DISTANCE OF 115.00 FEET; THENCE N89'31'41"W A DISTANCE OF 60.00 FEET; THENCE N00'28'19"E A DISTANCE OF 115.00 FEET; THENCE S89'31'41"E A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0,16 ACRES t, NOTE: TRACT "E" POINT OF WE DO NOT ACCEPT RESPONSIBILITY FOR MAINTENANCE & ACCESS COMMENCEMENT ANY ERRORS THAT MAY OCCUR FROM THE NOR NORTHEAST CORNER H THE NORTIi WEST 1/4 OF THE *4 USE OF THE UNRECORDED / PROPOSED 60.00' , NORTHEAST 1/4 OF SECTION PLAT THIS PLOT PLAN IS BASED ON. 0 18-20-31 -------- S89'31'41 "E N89'31.41-w 10' SCREEN WALL EASEMENT 730,06' Y Gm ------------------------------- PROPOSED u LOT 9 DRAINAIUE TYPE A POINT OF 5.0'—� 133' COVERED zz0' . 'PORCH' ,P r s.0 BEGINNING ..:' 9. Z, LyJ 50.00' PROPOSED „ 2If O PROPOSED 0 -ONO FINISHED FLOOR 16 ELEVATION-43.00Lrj O uj PROPOSED LOT 8 �- O 6500N o LOT 10 O COVERED 1' = 30• Z ENTRANCE 6.3' 0 GRAPHIC SCALE 1. /. 0 15 30 7.0' I b ro I L._._ _. 2U' .. DRIVE 10' UTILITY EASEMENT N N ,U/'u N89'31'41 "W 60.00' I "po N I Jl plN 412.85 - —_ - —� _ OI VII _� _ 540`39' -Q — - � \\\\ PT 589'31 at'E 953.24' PC MAGNOLIA P ARK TRAIL \ CENTERLINE OF TRACT "A" RIGHT OF WAY OF PROPOSED MAGNOLIA PARK 50' RIGHT OF WAY ELEVATION LOT 9 CONTAINS 6900 SQUARE FEET t r�r`�� 'R BLAB THIS STRUCTURE CONTAINS 2578 SQUARE FEET t BUILDING SETBACKS r _ BE 1�b ABOVE CROWN TOTAL CONCRETE 718 S0. FT. t FRONT: REAR: 25' iYIL"I 20' UNLESS TOTAL SOD 3604 50. FT, t OF AC�JACENT ROAD CORNER: 15 OTH'ERWiSE APPRO LEGEND — — BUILDING SE ]BACK LINE MIRY - - CENTERLINE POO PREPARED FOR: RIGHT or WAY LINE POT, PCC D.R. HORTON X%%Kx PROPOSED ELEVATION POC --�.� PROPOSED DRAINAGE FLOW OR PD 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE ° PLANS PROVIDED BY THE CLIENT, LB LAND SURVEYING BUSINESS L C B LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT pi PCP PERMANENT CONTROL POINT PRC (P) PER PLAT PT THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (M) MEASURED TYP ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (CALL) CALCULATED A/C THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION FND FOUND CBW LIST FOR CONSTRUCTION. C/W 5/w CONCRETE WALK SIDEWALK RP R ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA cp CONCRETE PAD cS FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES vB PLAT BOOK C ONLY. THIS IS NOT A SURVEY PGS so PACES R/W ORB FT SNATR OUARE1FEETDE 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 I THE NORTHERLY LINE OF LOT 9 AS BEING S89'31'41"E PER PLAT. (FIELD DATE:) REVISED: SCALE: = 30 FEET APPROVED BY: WRM AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 MINIMUM LOT WIDTFI POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE orr1CIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT Or INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OrFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM40441 DRAWN BY: .LOT PLAN 3-12-03 JML FO 3 THE FIRM GALEN K. 8 l PS 224 OART, IT 0 4�?l ovmFL L sse anss OR �+s 1 i�¢• �j AY"""e`E moo I r C 01-01-�Ir..I w 3 (5 WTEAIEttAIE snEs FDR le' EADE DaaR. I��ErI��/ETOGADIasI�(ARia°elo4�) IFl-W-lI I� 2 1 REVISIONS ONE: DATE: ECN N0. APPVD: DESCRIPTION 82 11/00 1 1 MWW OT' (t) HAS (2) FOR TRACK BOLT M G Mw, ET+D STIES ATTACHED TO DOOR NOmzowu TACK RVPORT eY STWI Wm PATpRFD WG-L-1DC SYSTEM r/7 OOR IRA&LER CIO wn (FOP, BDTIUM • CENTER). vEWr b' FY. STEEE FLAG BRAp{ET,NED TO OW JAMB MDTLISTED 1-!/e• 'ODD 1/G SERE'!AVARABIE AS AN Ornom OCC1iTgP1TEEL TRACK.INM}TNC55:.060••RA: ET GAIv. sTm IRACx BRACKETORAb (TS PER SS E.REPORT#9606CWR zDMA / V-BN25 w A 2-1-2-1 OaKYr m / DPAN er>oaono t aNE u-BWs DNiETTT - SECildl, vLOCATION� OF A ` OMIOIML "SIDE MW LOOK POSITION ILAK. DOOR WIDTH . 1e'-0• Itl5l0EIIfYA1�f5 Otl2IC1 DOOR! VP t0 I'-0• w CONSIST OF (I) SECigHS ((51pAN). FRONT ENAME MM V.V. 1 x+J UG SCRfl15 ON 19 CEKTEAS. 1 OD. W. ODORS OVER 7'-0' NIOH CONSIST OF (!) SECMNS (NOT ) OOARNO ON ONSIDE SURFACE rusfpt REOIIeEp. LY: SCREWK IMY BE CmxnDtww (BN NOT RCOUNCD) TO PTIOFDE A FWSN MIIINIWO SURFACE Ible2plTAL JAIBS DO MOT TRM Sm LDb. n -T r x• ri•IOJ1 oPTIONN xm rotor P9E x5 G SUN. STEEL 1 SKw CDATED MITT G-40 YW. CALVANitRIO. BAKED -OH PTiwER, AMD A BAKED -OM POLYESTEN TOP COAT APPU(D TO BOTH SIDES OF STEEL SRw. SNV L•P JO S, V INL u-TWT 20 G GLv. "ELL MITI . TEED STRE11CtH. 50 Kso 1-z/a- E~- r s Do MOLDED WSIDE I/e• ACRIUC IRE 1bNODM WE lYen. LIVE RETAWER YC7JOd a_a leil/4' PAN WE a SCREW - 12 G GALY, nEEi TMO (10 SCREWS PEA VIE) BRAdEErs FA57pED 10 1'000 JAM 5 ea4 ANp10/t! 21 (C-90 WITH ONE 3/fe11-3/e' I.Y. SpEY BIDCJ[) OR 24• COOFM ((LCOC PSI . tIZE) OR PER TRACT MOM SNAP i 1/4•i4• TAPCON SQEMS DN T7 1 • 114+5/e• SHEET METAL SCREI'S D 0 0 T/•'a/•' SEEF TAPPwO SCREnS. IA G FI'T wMffc STOP MOULOM EM1 DOOR wS7A4LzR (TO SUIT) or 20 G MN. GLv. STEEL Erb sn E 20 G CAV. STEEL LATER. SIRE "2 G GLV. STEEL TOP COO WUERI�IC1El P9 I.E COMCREiF); rASE1Ci5 IN( R�RII (2'� / �\ 7/1e• LO ROLM WSiwt�T�\ DItE" �'^OR* EACH ONE SW IATON OR �� • 1 0D. MT4 'AVER REa4REu J f SrERER (arE PER gOVER) ` e G GLv. srE¢ CEH ER wRCE BRACKET ARACJI(D r/(4) rRIL TAPODNS. ANCHORS wr eC OC9ETUSIR'[ 2• GLV. SiQ TR4CK fA51QED TO F Eo LATER STMEs r�(.) r4+1/e• SHW METAL WEER. STILE E'M=• SIDE D< DOOR. 14 G cALv. STEFl RIXLLR wNOES) 9• (BN MOT 1EC+WED) ro PROVIDE A F1V511 12 G CAIv. STFEE TRACK BRACKETS. fASTENEp To EW STREs EACH w/( 14b SFEEi METAL SCREWY$. YOIRRRLD SURFACE MWZOWA, JAAS DO Not TRAIX AITACIED TO UCH BRACKET I.a3//8• SHEET YETK SCRErS AND OursIDE KEYED, IRANSTER IDAD. MAIN ONE 1/4•+3/e• BOA • NUT rA) T/i•.]/.' SEIf TAPPY4O SCRLWS PER END NwGE. HAMOIE OR iM0 1/4. OK Is+E15. 1• G G1Lv. STECL C.0 Erb END MNOE. EACH STILE SIRE Y OM 940M STEM, IO BALL STEEL ROLLER. SIXES TOENOWTER. SITES M/(s) /1..1/e• -E e1� LARK PEST[ RETEIDI P.E. SFEO AL lS P''/oC ILtlFOtf. SIIIE P=PAMROR Of AF 011'�- � Flo' P.C. /y.95 • (4) I/1A • SEU ODISKY KMn LDT•K LOCK BW NORM CAROL P.E. 123e32 TAPP9FC SCAM. SNAP I.E_ pl 1�OpEIOM EMULfS IN ONSIDE EWC�N SIDE ? T1 OESKw ai 71E S1IPPORT94C STRIICR1R4t EIFMFMs DESIGN LOADS: +24.0 PSF & -24.5 PSF 2 + xo G Exv. sTEFt a-ILves FttD p ear "" Of DOOR. TECORO FOR THE B iMC OR a5 A1[ORONICE TEST LOADS: +36.0 PSF & -37.0 PSF W A x-1-x Tr0 V-flWS SIRE LOOT s T19$ ORATT4IG. BUIDPEo COOFS f01T TIE LONOS LISTED ON ON BOTTOM SECTION, ONE V-BW ON MEKT� 0a•Nnts �� N Nrt SECRO'I E,c.). EACH V-BW ATTACHED A- w1 TD.OEs). PART NO.: - WITHAL I%.•a/r sEEi rAPPwO SCREW'!K ONE PES SIRE LDG1 DN. ZH �E U M 40PC wFa nPBm Nese $leE.e nB ..1.. IDEAL 312 Ma6 u1 1EW OF 0000. A..� RRMooucrs�w. TOLERANCES — -w- r. AoffS4tyle 5202 _ Fa 04, 1-S13-7St-3519 L9CX..9L71�I�tI .0 . t.03 WR1IBa Bvuut Em )lo. I-513-T62-3S19 13 G G1LV. SiE(L BODOY BRACKET /� 'A1O14 Tb Pb. FAA+•r4. fan b AO . 1.015 DESCRIPTION: MODEL 5RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD ATAOEEp ErM (1) 114.5/e• SHEET -UT SCREWS. °0ie" �"i0�" O1°' ^ .000 . 1.005 �+Mwr� w' DATE: 4/18/00 SCALE: NTS •µw•n C rwjTSTRw. w�f, Z 2�- i%el 'd A 91 m..R... 0*4F0000 s 7 DRAWN BY: 8MN DWG. TI,;rT1 Angle CHECKED 8Y' MWW 4 3 lip Projection - uM.:, sl«.e ouTMrt,. ARE W wClES.' DWG. NO.: t02138 DATE: 4/18/00 SHEET 1 OF t REV. N0. 1 SIZE 2 i,?IV, Tall m A 4 MVUCL: OKJI Iz� G -T 1 KIN,) MODEL: 4RST (24 GA. STEEL SKIN) STILE ATTACHED W/ TOG )L' LOC TERM((TOPT& BOn AND URETHANE ADHESIVE (ALONG CENTER) Jo � u� x 3 I O 3 OPTIONAL DSB CLASS OR LISTED ( TO' ACRYLIC UTES AVAILABLE E SECTION B-8) IN. END STILES ATTACHED TO DOOR PATENTED TOG-L-LOC SYSTEM TTOM & CENTER). S n REPORT#9606C a 25 GA MIN. GALV.- LOCK POSITION (BOTH SIDES) STEEL SKIN COATED WITH A BAKED -ON PRIMER, TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. ONE 3' TALL . 20 GA U-BAR (50 KSI) PER DOOR SECTION. IDNAL VENTS - + A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH 9'0' 1144/8' SHEET METAL SCREWS ENO SLIDE BOLT m1-E LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. IN9 C I BO T LACK OPTION O NOTE 1: DOORS UP TO 7'-0' HIGH CONSIST OF ((4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). O O 1/4'.3/4' SELF TAPPING SCREWS. 14 GA END HINGES 18 GA INTERMEDIATE HINGE VIEW B VIEW •C• i 2.6 YELLOW PINE JAMB 12 CA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'.1-5/8' LAG SCREW N PER TRACK BRACKET, O 1 2" GALV. STEEL IRACK FASTENED TO 2 CA CALM. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'.5/8' BOLT & NUT OR TWO 1/4' CIA. RIVETS. 2 REVISIONS I I .. I "/w I - _ I MWW i OTY (1) WAS (2) FOR TRACK BOLT -- x 3' TALL U-BAR 20 GA CAW. STEEL L�3-r to Gt GALSTEEL TOP ROUER BRACKET. EACH BRACKET ATTACHED W/(J) H 4.3/a' SHEET METAL W JOINTS. 14 Cl CAW. STEEL END "MOE EACH FASTEMEOSTILES �(TO EM SHEET AL 14+6 (4) 1/4'.3/4' SELF UPPWO SCREWS. 3' TALL . 20 GA. GALv. STEEL U-BAA. ONE U!" PER SECTION. EACH U-fiW ATTACHED WITH TWO 1/a'.3/4' SELF TAPPRIO SCREWS PER HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 CA GALA. STEEL FLAG BRACKET. EACH FASTENED 70 W000 JAMB WITH (3) 5/16'x1-5/8' WOOD LAG SCREWS. UQIE: DOUBLE TRACK TACK CONFIGURATION LOW HEADROOM IS = AVAILABLE AS AN OPTION 000a HEIGHT 'L- E 2' GA6 LV. STEEL TRACK, -0 )6 .L. MIN. TRACK THICKNESS: .060' _ (0 S 8 -0 88 = TYP. 2-1/2'x12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE. az O SIaE LOCATION. LHR TOP BRACKET Li TRACK DOUBLE HORIZONTAL FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE 130U- Rl iR�K NHL JAMB ATTACHMENT F'R RH HR ILNKj f 3 G GALv. SfEEI BOTTOM IOW HEADROOM OPTION 3 LAG SCREWS ON 24 CENTERS. I' O.D. MIN. /I4.5%B� SHEET MET F REQUIRED. LAG SCREWS MAY BE COUNTERSUNK AL SSCAM NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING AUJUINt1M EXTRUSION SSB GLASS OR OPTION& 10 -CREW ICE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. k VINYL WEATHERSTRIP. 1/8- ACRYLIC LITE JAWINDOW LITF STOP MOULDING BY DOOR INSTALLER (TO SUIT) /- 20 GA. MIN. GALV. STEEL END STILE 20 GA. C.ALV. STEEL INTER. SECTION A -A (crnc VIEW) SECTION 8- 1 8-3/4' ARACxM HT (� 18x3/4' PAN HEAD SCREW MOLDED INSIDE (10 SCREWS PER LITE) END 3 8 x4 SLEEVE ANCHORS OR 24 CENTERS (BOTH LITE RETAINER STILE C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR 1/47x4' TAPCON SCREWS ON 24- CENTERS (2,000 INTE SNAP LATCH ENGAGES STIL PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONTO VERTICAL TRACK. SLEEVE ANCHORS. I' O.D. MIN. WASHERS REQUIRED ONE SNAP LATCH ON WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT EACH SIDE OF DOOR. OUTSIDE TRANSFER LOAD. HANDLE �- 18 GA. CALV. STEEL CENTER HINGF. FASTENED TO INTER. STILES W/(4) 14 GA CALv. STEEL ROLLER HINGES 114x5/8' SHEET META. SCREWS. FASTENED TO END STILES EACH W/(4) 14x5/8' SHEET METAL SCREWS AND 4) 1/4'0/4' SELF TAPPING SCREWS PER END HINCE. PREPARATION OF JAMBS BY OTHERS, '--2' DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIC WON / - NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENSECTION SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BLALDINC OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK WESTERFIEID, PE, �// /� 7 jE •(Al THIS Df2AWING.---__-- P.E. 48495 NORTH 1 ---'.._---' NORTH CAROLIHA P.E. /238.32 4 3 OUTSIDE KEYED HANDLE ENO STILE H 1 INSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. I OUTSIDE KEYED K LICK DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. SNAA LATCH LOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. — —H wAA.Ye Y�.a (R�6on1 sue PART NO.: - awdWUNc�40iWaoAn""xCo. ' b SHE TOLERANCES,. 0 1, IDEAL 312 SaINA % SW to 45202 a.,A.Nw RJeM 4.r +J.r ..1 .0 - t.03 TOLIk. - i-4 fd NP. I-513-)81-N80p BM1At omw B1L Fa HN. 1-51J-762-3519 re.,,iniM Piv �ewrKFy..~ y .00 - t.015 000 t 005 DESCRIPTION: MODEL 6RST Wa 9-0 x 8-0: +25/-32 DESIGN LOAD 0000 toot : t1/2 DRAWN BY: BMM I DATE: 4/18/00 SCALE: NTS IDWG. D Tn1.o Angle CHECKED BY: MwW DATE: 4/18/00 SHEET 1 OF I SIZE B Projection + - Un.: Sb14e OH4M.4 DeAENSIDNs ARE HN NHn4Es DWG. N0. 102137 REV. NO. 1 ❑/ C F. A • MIAMI.OAC* MIAMT-DARE COUNTY, FLORIC METRO -DARE FLAGLER BUILDI; BUILDINC CODE COMPLIANCE OFFV Mra1110-DADS FLAC1.r11 ilUiLDr 140 wi it mACt.C1t S" r.Lrr. sure: 16 MiAMI, FLOR1DA 3313U-15 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)37s-25 Premdor Entry Systems c:otw1*1t1%C.1r0R LICr:rrstvC 8t:r711 911 E. Jeferson, P.O. Box 76 (305)375.2527 MAX(305)373 Pittsburgh ,KS 66762 coy°r%%c rots t)tvtai, (305) 375.21)" FAX (305) 375-2' mtojwc r Coicritot. Divisi. (305) 375-I902 FAX (30)) 372-6 Your application for Notice of Acceptance (NOA) of Cntergy 6-8 S-W/E inswing GIazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) underthe conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend t use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor: Building Code. The expense of such testing will bA incurred by the manufacturer. c' ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 IL-kut twariguez Chief Product Control Division THiS iS TIIE COVCRSHEET, SEE ADDITiONAL PAGES FOR SPECIFIC AND GENERAL COtNDITiONS BUILDING CODE &C PRODUCT REViEW COMMITTEE This application for Product Approval has been reviewed by (lie BCCO and approved by the Buildi Code and Product Review Committee to be used in ivliami-Dade County, Florida under the conditions forth above. APPROVED: 061'05/200 i Francisco J. Quintana, R.A. Director Mianii-Dade County 16lding Code Compliance Of1ic Premdor Enter 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 Acceptancc No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E Inswing Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constricted in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Prcmdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co' Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division, These documents shall hereinafter be referred t the approved drawings.' 3. LIMITATIONS 3.1 This approval applies to singic unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active Ieaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that (lie ang!c between the edge of canopy or overhang to sill is' less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the inttallntion of this unit will require a hum, orotcction system,. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building pemit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the: approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marled to show the components selected for the proposed installatio 6.).3 Any other documents required by the Building Official or the South Florida Building Co. (SFBC) in order to properly evaluate the install icon of this system. [vlanu 1 Pcrc2, P.E. Product Co ro Exan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered ancr a renewal application has been F) and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this aeceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddet 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 1ec) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any Portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection nt the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFT111S ACCEF"'AINCE Manwif Perez, P.E.; Product Contr xam Produ ntrol Division t* Glazed Units COMB-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing COP-WL-MA0141-02 02-0419.08 (Application Filed) OP Rating 52.0 —Impact Rated NO t• X 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed - - Arrangement X0, Ox, NO I tlh) 2'8" + 1'0" r43sonite Internationalr COP-WL-MA0143-02 p r 02-0419,08 (Application Filed) r• t 52.0 t : NO 2'8" + 1'2" 2'10" + I'll" 2'10" + 1'2" TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 I NO 1'0" + 2'10" + l'O" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" IV' - 37 + l'0" 17' + 2'10" + 1'2" t'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'l 0" + 2'10" + 2'10" 3'0" + TO" + 37 XX, OXXO i 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 (Application Filed) 52.0 NO i 2'8" + 2'8" 210" � 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 (ApplicaWn Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2.10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown In the above chart also comply under the product approvals shown. 2. Assembly details are available Irom the Masonile International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (wow.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 3 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structjres). National, slate or local bui•ding codes specify the edition required. 5. Masonile International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, %AK? & PA2043. Oak aerft ,.—.. � AR EK'" 11106',XCLASS •..TKY nGnNS Nsn.T�4N, &„lour De a Ap,p i9. i00i Our tpmm"�^p W,pran W p. %•tl nnwp:•cmem m¢p fptu&Nbni, Oagn 7nl p•opnu M a i O n l i! I n t t r n a 11 O n a t C o r p o r a t i o n p•I.)J zlgta 10 t�aigf .0" nulitf. e FIBERGLASS DOORS Glued Units 6'8" Height — Outswing I f 27 2'6" 02-0418.03 X 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0" _ 3'6" Not listed Not Listed — - Arrangement Multiplese1h) r4asonite internationalr r BCCO r. nating •1 impact 2'8" + 1'0" 2'8" + 17' L r 2 1 J + 1'0" f 02-0418i.03 l I2'10" + 1'2" COP-WL-MA0163-02 (Application Filed) 55.0 NO 3'G" - 1'0' 3'0" + 1'2" 17 + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX. OXO 1'2" + 2'8" + 1'2" 1'0" + 2'8" + IV' l'O" + 3'0" + 1'0" 02-0418.03 1'2" + 210" + 1'2" COP-WL-MA0164-02 (Applicition Filed) 55.0 NO j i 1'2" + 3'0' + 1'2" AI 2'6" . 2'6" - 2'6" I 2'8" + 2'8" + 2'8- t 2'1G"+2'10"+2'10' j I 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 2'10" + 2'10" COP-WL-MA0162-02 (Application Filed) 55.0 NO 37 + TO" XX, OXX0 2'6" + 2'8" + 76" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 J 2'10" + 2'10" + 2'10" + 210" COP-WL-MA0165-02 (Application Filed) 55.0 NO TO" + TO" + 3'0" + 37 i N-3tes1 1. Dccr arrangements using fewer panels than wiw! is shov.n in the above chart also comply under the product approvals shown. 2. Assembly delails are available from the Masonite lnlarnational 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 ASC5 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 6 PA203. U Oak AR l�.. craft �.D�..w'i talyw.Jr l,.m .. ,: �." I .\<S h.Il NYvli00N.e Nr.TNw.i Hw04i. Fn.rl C»:.: ppC.' ❑'' RDi119. M2 Masonite International Corporation. Our Dr"ianl of p0euo irN0r0Yemerq mikes spWiCV,N . 01$194 No or)srd COP-M-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing r COP-WL•MA0146-02 , r• : 02-0423.01 (Application Filed) DP Rating 40.0 Impact Rated NO i i• X , • r 2'0" 2'6" 2'e" _ 2'10" 3'0' 3'6" Not listed Not listed — r X13. OR, 11'11W Multiples (width) r 2'8" + 1'0" r r COP-WL-MA0148-02 Miami -Dade 0t 02-0423.01 (Application Filed) r• 40.0 i, r NO i 2'8" + 1'2" 2'10" + 1'0" 210" + 17 3'0" + 110" I 37 + 1'0" + 2'8" + 1'0" COP-WL-MA0149.02 02-0423.01 (Application Filed) 40.0 NO 1 2'10" + 1'0" 17 + 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" + 1'2" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" S'%' + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO TV + 2'8" 2'10" + 2110" _ 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements usicg fewer panels char, what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from. the Masonite International website (www.masonite.com) or from the technical center. s. InsW19.1ion ins!rertions are available from the V asonite International websile (www.rnasonite.com) or from the technical center. hctu2i design pressure requirzment for a speci`!c cuiWng design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local bulloing 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 8 PA203. O akaraff EK'" PREM."::.?G�//,,,gip„ �i • ....,:.� o.•,.,r p..,, E''+r+.m^t Masonite International Corporation r:a ta:ee�g ire"^"';n 01 Yrai"rt m.p,0.onrm m••ee 7pt:ma:a'., tes9�' : ] Sr>:ar Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing ,. , , COP-WL-MA0166-02 ..I• : r 02-0423.03 (Application Filed) r. ai 47.0 •. •I NO X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — X0.OX, OXO 2'8" + 1'0" COP-WL-MA0168-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 17 2'10" + 17 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 12" 17 + 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. 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" + TV COP-WL-MA0170-02 02-0423.03 (Application Filed) 47.0 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.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 8 PA203. Oakcraff AR EK" w.,oe. , MINI: KcI.a3t e:NIKY1)OOIti Ne-T.a ii..,OuV PD..n lori 29. 2M ow co"V" a.oplam 01 god"p +"o•o.emem masts fde mcoiom. desq" and Mo" delay s~" It ChbW .MUN NKKe. Laev.ery r.o.. Masonite International Corporation Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Masonite International COP-WL-MA0101-02 Miami-Dadd BCCO 01-1031.01 OP Rating 76.0 Impact, NO X Singles (width) 2'0" 2,6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed - Arrangement- X0, OX, OXO ,(tvidth) 2'8" + 1'0" MasoniteInternationalr,l COP-WL-MA0103-02 t 02-0109.10 (Application Fled) r•Rating 55.0 ImpactRated NO 28"+12" 2'10" + 1'0" 210" + 1'2" 3'0" + IT 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 'IT 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + IT 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102.02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 210" + 210" 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" + 21" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201• PA202 & PA203. 0 O a gaff ARITEK" W .....1.+. Tr.r".ra FIMe.NC1.A�[ NNTNY 1)OONs W..A.unM lM'NN l..-y 0."n fREM-00„ wlw, O �IILJ�� ..✓oV..,.ler' o.... Mr+79.2001 Masonite international Corporation Our tonnnu-no Program of 9100ur1 mpro em M*rs swcfl"r $. oesr9n an0 Drodu 0e1N1 su.^, 10 C W,pr .0-1 nWl e Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Outswing COP-WL-MA0121-02 01-1031.02 76.0 NO2102 X 2'0" '6" 2'8" 3'0" 3'6" Not Listed Not Listed — — X0, OX, OXO 2'8" + 1'0" COP-WL-MA0123-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1.2" 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" + 1Y 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 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, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 210" + 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.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. aaaaaaa O akc aff AR EK'" a1HF.NGI.A(i ENTRY DOORS i 0"e^ Aveo 29. 20W ow Com-ft" wopram DI Moduo impfovemam masts swftwOns. desyn and Wodw oegd j,0RC1 to CKWW w00A noble. Masonite International Corporation Opaque Units . COP-WL-MA0100.02 . FIBERGLASS DOORS 8'0" Height — Inswing t I COP-WL-MA0106.02 �.t• t � 02-0109.08 (Application Filed) �• 70.0 t. •r NO X To. 2.6- 2'8^7 2'10" 3'0" TVNot Listed Not Listed — — , X0.OX, OXO 1 1 2'8" + 17 1MiRliflaMol COP-WL-MA0108-02 r.t• 02-0109.08 (Application Filed) D•Rating 55.0 impactRated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 17 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17+30"+12" 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 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" i 210" + 2'10" TO" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. U Oakc aff AR EK'+ t.t1-r..tlt l.o Flrlt. GV•Al,S K. I nOOKS �T.•--.dt" D-11 ❑ A Ap,d 79, 7o07 Masonite International Corporation OW COn,...Q 0r0Wr 01 V,.O K1 mp.OvlTMI ..k,% 1W IKM0 S OtS�Q" 4M 0,0WO 0tlid SVOd!tl 10 CII V -oft" n01Kt. Opaque Units GOP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height -- Outswing COP-WL-MA0126-02 02-0109.07 (Application Filed) 70.0 NO 77,10. , 2 3'0" 3'6" Not Listed Not ListedArrangement - - X0, OX, OXO MultiplesI 2'8" + 1'0" I 1 COP-WL-MA0128-02 r.l 1 02-0109.07 (Application Filed) D• r 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 37 + 17 1'0" + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + IT 1'2" + 2'10" + 17 12" + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3.0" + 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 6 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. Oakcaraff AR EK'- YI"Y."(: 1-\S !: N'1'MY nOONS Nw..T..",M iMr,Yu EwY Desn Aai 29. 2002 Our camnump aoOnlD a DIDODn �maormle"1 mAkn ypec0iulq"s. asro^ ,"e aDDDcI Mt.,'^K110 cwo, "dhON nDIKI. r /�LJIE✓�l/��G"�� ..n � 0 + Du• �.Y D•a.. Masonite International Corporation • X Unit 6' TYP. 6'B" UNIT 8'r UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. CountMinimum Fastener • 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" SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS 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 EICO 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 Ap,B29.2002 Masonite international Corporation 0Yw tons. w.Q WODgm of WOO.0 ✓npro•tmMl rrWt3 SWOKa WnS. 0e1.0n 4n0 o.•0utt OtW I.W1 to tW0e w11MW rWli[!. XO or OX 'Itt t Unit ' SINGLE DOOR WITH 1 SIDELITE CL TYP. I TYP. TYP. TYP. 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. r • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" t t t T I t. e Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3116" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Alod29 2?02 Matonite International Corporat-on OYI 10n1.�. "aw— 0 p,ndUcl �,';I•�•l+Ilenl n41!) tHCc 1Kal Nllt. deign AK yw..cl OMI 1.01m 10 (mope .0W1 MW OXO ►III. Unit ' SINGLE DOOR WITH 2 SIDELITES 6• TYP. 6.8" UNIT It'll" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimum Fastener • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • r I r r' 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" f t r f T 1 1 T t T T Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and I10 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. 1 .CIV uvHv bV Apla2g 2002 Masonite International Corporation VVr CCnn��v"p U•UV'JU• VI I"UVvC' � :.�Jvlrlrl"11 nIJAr;1 SUKV.C. JI.Un'. OC)�V" ]irC U� W VCI QI.N]V SUVIK114 :1',ury! w W.l l AKI OXXO ' "'' Unit ' DOUBLE DOOR WITH 2 SIDELITES 6- 3' 6' CL TYP. TYP. TYR TYP. 6- ' TYP. r6'r UNIT 8'0' UNIT 13.15/16' 17.1/8' MAXIMUM ON CENTER TYP. rl 11 II 1 II II I 11 II 1 CountMinimum Fastener Rough Opening ■ • 6 per vertical framing member Width of door unit plus 1/2" • 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1.114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April2g 2002 Masonite International Corporation Our tom.nwno wopram or prods + ~mmr makes specnKara"1. desq" a"d wws•n loan s•rnen 11 110,91 «-hour nave XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". r Double Door Maximum unit site • 6'0" x 6'6- Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requxements lot a specific building design and geographic man Is determined by ASCE 7•naifonal, slate 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: as no o® am 00 0o 00 101 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: ■ ou oD n ° M 0o 00 00 0o 00 0o 105 Series t 06, 160 Series' 129 Series' 12 RA. 23 RA., 2e RIL 107 Series' 106 Series 304 Series Series' This glass kit may also be useo In the hollowing door style: Eyebrow 5-Panel with scroll Oak raft rea AR EK'- r• • •'•' •M � wo dAS 1'tUlnCeiLr.nS)HN'I MY •000N1 N°"'T .an.e H,rp"F"-r Oew• a - Ou• r Oa• Masonite International Corporation April29 2002 Owconl-.mv eloera. of OIodIN$-2,9,MeM mall$ SMIIKat*-$dtW aM e100u0 dew subtecl to cOSOee wdhMA Mlle XX Glazed Inswing Unit COP-WL-MA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK" I 1: n r K s unu,r > no.,.L,,..w r.b.p.., a.wr Doo., April29.2002 Masonite International Corporation OW CeleMVMQ poerare Of produa _0101em4ml rNaes 50KOKaw s. eesye a04 w00un omd 50*0 10 CMnee .4"'A wKe XO or OX e l I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: 4%, 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x WK. Single Door with 1 Sidelite Mardmum unit size . 6V x ST Design Pressure +52.0/-52.0 Limited waler 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 beef followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00�0 a a ago am oa 00 oa oo H no 100 Series 03. 135 Series 136 Series 822 Series 1/2 GLASS: n [i ou uo n an no on as an no 105 Series 106. 160 Series' 129 Series' 12 RlL. 23 R& 24 R0. 107 Series' 108 Series 30e Series Series' This 911s5 1w :nay also be used in the following door style: Eyebrow 5-panel with scroll ter. O akcraff AR k EK" April M 2002 Masonite international Corporation ow edrwm.r, did" of WO-1+„wd.v„mt .ores sncatKaou. dcs1u^ dl,. , w.W0 tc Cnu V,:-" rwt- XO or OX Glazed Inswing Unit COP-WL-MA0143.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: an ao 7 - Series e10 Series 109 Series 1 te. 120. 122 152 Series 149 Series 300 Series 404 Series APPROVED SIDELITE STYLES: 0 0 D nH{ 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 1e9 Series 109 Series 120. 122 Series 300 Series 2eR• 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). X / aatx�� ,./�^�7 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak, raft AR k EW r r ,N•„ I ,I III NI:1, •\.<.� l`+-1 Nl > I)N� r.yn.T�wNri�•rla��l.Nr, Oaw� /�nCM �ln%i•��v�r•H J'��rf��VVVV � Masonite International Corporation April2y 2002 pN, c0., w•.0 oloeram or poo.a-V,riNmem mrnes sw.l tswrts. aesgn am1010euq lead s.men 10 0^1 —N.1 d01d OXO Glazed Inswing Unit APPROVED ARRANGEMENT: r.� o s 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. COP-WL-MA0144-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure an0 impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-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: 00 00 00 00 00 101 00 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: 0 DD DD n ° �] 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RIL. 23 R/L, 2e RtL 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door style Eyebrow 5 panel wdli scroll Oakes. raft ART EK -Lo- r I.1UlNCI II.[\ I:N rMI' Ut/(ant\ rao.rT�'urN EMrE4o Eros Oos+ PREM�I\�r.11—,,,i+w � April 29.2002 Masonite International Corporation OW eononu�e O. oplam or Wo0u0 enUro.wiWl make$ TOKOK3101S. Oes.91 and p.Od"I aeuu woiecl to cnange" now nmKe. OXU Glazed Inswing Unit COP-WL-MA0144-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: no nio e0e Series 410 Series Tog Series 1 Te, 120, 122 152 Series 119 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R. 23L. ISO Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 20L 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). , A' / &EX�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" r•r,�•...)er,DT ,., . ,..,..0,' F )UL NI:I .1\1 l: f+lNl- Ul>t)NS New.T�•wNr2•raYre—,Dv. r llU�rW �•✓%� ft'% + Or• . Ds 0 April29,200? Masonite International Corporation Ow Can)mu,ne pjoenm DI Wodun SM'1KJ4mns. des.en and Modoel dejad s^eU ro Cha"t. 0-1 nose. OXX0 t Glazed Inswing Unit 1 FIBERGLASS DOORS APPROVED ARRANGEMENT: tit 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 geographic location Is determined by ASCE 7•national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1130 nonn an nn nn nn 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: on nn on an nn nn 105 Series 106. 160 Series' 129 Series' 12 R0.. 23 R/L, 24 RIL 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak��r� aft AR4E ,I..ra n le.l wre% flora-i,•v..a 1�..Nufmrr Oewl le ❑ Ci/�/VV llSl N(;l,\\\ I: N'1'N\' UrIUNS j!jn April2y 2007 Masonite International Corporation 0u1 eo.Wm0 a Drooram of D,00w imwr tmfnl maSfs SDK-rKNAnS. des gn A" 0,0o'cl "I" %r,bMel 10 (Noel —00 hw- OXX0 t I I Glazed Inswing Unit 1 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 a 0a 00 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 T 129 Series 200 Series 12R. 12L, R. 23L, 450 Series 152 Series 149 Series tog Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME c1rv, 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 raff AR 4 EK" r.11�,•..I, I,oT Np•I+.w.erMrt4u lwt Dew. /��C., � e`I 111 1:5.\\.1 I:nlNI Il•11>N\ April29 Y002 Masonile International Corporation OW ColN.mnne elopam or OIodua •nOMeM matt% SWd,,, *nS. Ot31en Cn0 W00un Oewa Su01tC110 Crynet wdho01 M,Ce COP-WL-MA0147-02 XX Glazed Inswing Unit 8'011 FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size - 6T X 8'0* Design Pressure +40.0/-40.0 Urniled water unless special threshold design is used. Large Missile impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design ptessuft and impact resistant requirements lot a specific building design and geographic location Is determined by ASCE 7-nalional, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002.02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n go— 404 Series M1111 go 00 - 822 Series M 108 Series U Oaf raft AR—k EW April 29. 2002 Masonite International Corporation Ov, W wod.E, -DQtnt mUices sp".kalg.$ dt$ir 4.0 P104", 014, S0^1 W I", .11how "Kf XX ,. F1 . I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AqEK wiuF"r:i'�."� fin,"� ^i,r,�,".r w..i..w •rs«P.. Fm.r Dee.. �U►r✓��ii �.✓/«�:." � s Aprd29.2002 Masonite International Corporation Flu. comdwmp Woo, am or Woova mWovemeM maws% %oaftaans. oeve" mo woousr Wad "b" 10 f "e «drqu notice XO or OX O , '' " ` ' Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: o o:' . e' Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 1 Sidelite Maximum unit size . 6'0' x 8'0' Design Pressure +40.0/-40.0 Unified water unless special gueshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-rational. stale 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: Dm DU 822 Series 1/2 GLASS: El 0 ao 404 Series t08 Series Oak r� aft AR k EK'« n.. e....r, r.._ , nrrrr«. w.*..wars..p.rr t+.«r Dow. M&W✓WV(..//.. /..... Apr.l29 2002 Out ta«mu.ee o1oe1>''« ar mueoa .me1o.emem makes ioeNrcanes. ongn smr Marutr Masonite International Corporation .0". 1+Dieu W C g,',MW ^0,( XO or OXCOP-WL-MA0148-02 Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300 Series APPROVED SIDELITE STYLES: r 'emu 0 050 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO 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, PE. — License Number 56533 Oakcraff AR k EK" r..l•1.••I, 1.•� •b^'u'�Mr`\"IIIN Fnvr D•a.. Mn� r I\UYI✓VI\ �r.��+err. r. 1'I Ut:'Ml:lAi\ ci lV'rM l' UIl(>N.\ Ap,il29.2002 Masonite International Corporation out connnu�nD Wow. of woouct _o'fWMW leases sDK'kj4..s' eespn aM 910W oelad WNW to'Wrl "NnoW noucf OXO ,• t, ,e , Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: y8 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size . 9'0' x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specilic building design and geographic location is determined by ASCE7-national, state or local Wilding codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beei) followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 404 Series Dm 00 00 822 Series 108 Series U Oak r,raaff AR EK" r..r.........- .r�...W...�...r...c.,.ro.... PREMfJv^.Z(.J/ ;.. s IS0VXCr.nss ¢rrKY uonw, April29.2002 Masonite International Corporation 0., M.-WNp DrOeraD or ppoDun lrp D.'lTenr M,kft SDN-hcnans. 0"'0. am MOOirtr &lad suDKcr ID ~21 .000 W-C, OX0 rl ,e l Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: $10 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series $10 Series 300 Series CERTIFIED TEST REPORTS: CTtA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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 Oat k raff AR EK" HOURGLASS LN'rNl' UVONS NouA.rrN r'a'N"l""P fhw+ rllU►I�n�r✓�+J i.n �S April 29.2002 Masonite International Corporation Ow Commuinp D,opam of ModUCI i provNntm makes SWOKram, easpn arb Droeucl eeW SOW, 10.41 w00.1 OWKe OXX0 1 I Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: ;>s , O A h Double Door with 2 Sidelites maximum unit size • 127 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 37 x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant repuirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify tau edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: as as 822 Series n 1:1 as 404 Series 108 Series U Oak raft AR EK" r.ef�,+..lY frDm 1:f0Lk lu n Tus ft-s I�IUINI:Lr\\\ I: f'I'rMI' lis)1)Nl ❑ .. Ov i Dvvr• April 29,2002 Masonite International Corporation out com—" wowim of modutl -D— meM miles st tc"KaMns. desgn YM wudml deUe suDU1110 Oanee —01A nD1Ce OXX0 1 1 I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r 810 Serles 300 series APPROVED SIDELITE STYLES: t.. 450 Series 852 Series $10 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ,�/ &Ex�p State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O aka q� AR k EK'� Ir�r+,.. ,1 ny,,.te.e."eO riW.Ebu E.wrl Dowf �� v�n�r.�� ✓r..n �ee a I�1Nl Nl:6 •\\.ti I: Cr-rMl' 1). )f)N\ Apra2y 2002 •+ Owe � r pee.. Masonite International Corporation OW cOn)_ne plpelam of p.00p0 _p•0,em j maaea Spec�MN�OM. 0l 9n arq pro"I OeUa a00Nc1 W cnNpe wanapl'W.t' XX 1 ' ' 1 e t Glazed Outswing Unit t FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit site - 6'0' x 61' Design Pressure +55.0/-55.0 Umited water unless special tMeStwtd 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: oa ao oa as as as 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n El as as as as as as 105 Series 106. 160 Series' 129 Series' 12 RA• 23 Rk 2e R& 107 Series' 106 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oakeraft AR EK" t ' • .t �T 11, r . te...r..ware..pu. t..r D•... rrueKat,as tiKTRP u�rVKs •• o+• r o•e.. April2g 2002 Masonite tnternationat Corporation a. t.1 o 4 Wows. or e•o0u0 -o.ert.tM melts WOKA— deSron Intl Wodutr dele•I SWIM ro On Qt Wdrp . iW K. XX 1 ' I e 1 Glazed Outswing Unit I FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: IY�. y$ 3 4 oa nn toe Series e10 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak Graff AR k EW tT 1 `IUI MI'•L •\\1 lrvr Ml',UUtIN\ tb,rT�.unN f✓arrhY tour poer. tt��CC..'' S �l�UYI✓�%n�..�� ✓rig" ++ O.• , Ore.. April M 2002 Masonite International Corporation 0. ton1-1.9 D.OQram OI W." tnpovtmtM makla SWAKa11i0n3. OtSgn no DIWKI otlaa 1~11 to ~Q, r. hw now M OPAt ' t Glazed Outswing Unit 1 APPROVED ARRANGEMENT. 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0- x ST Design Pressure +47.0/-47.0 United water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•nalional. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: a 00 404 series ME 0o 00 822 series 108 Series Oak raff AR EK" e- w._...1• rain 'rr.Ip,aA I Itl I: N(:lAtit UN'rN\' I —Door ��//))CC,,,,��•.. a • �lIU.,VV ♦�n��r. Apn129.2002 Masonite International Corporation 0, Conf.nwn0 9yo9.am of p00W .np.ov .eN myei SM(�tKlfgnS. 0e 9n 4.0 MOW oeu.1 i..oye(1 to cr.an9e wmww nofee Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.xls Updated: 3/186002 DESCRIPTION DRAWING # / REPORT # SERIES AGE INDEX MASTER FILE NUMBER 1 1INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 1 2 - INSTALLATION DETAI. WhM8 SCREWS HORZ. SLIDING FIN WINDOW FLEX0028 1000 3 liNsTALLATION DETAIL W/#8 SCREWS HORZ SLIDING. FIN WINDOW XOX CONFIGURATION IFLEX0029 Jim INDEX MASTER FILE NUMBER 2 �FLEX0020 �1000 4 JNNSTALLATION DETAIL WITAPCONS HORL SLIDING FLANGE WINDOW INDEX :" MASTER FILE NUMBER 3 FLEX0016 11000,1600 3 2000 6 JINSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS FLEX0026 1000,1500 8 2000 8 INSTALLATION DETAIL W/#8 SCREWS INDEX MASTER FILE NUMBER 4 DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX00 1000 3 2000 7 8 INSTALLATION INSTALLATION DETAIL W/#e WOOD SCREW FIXED FIN WINDOW FLEX0030 IFLEX0035 2000 1000.1750 & 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW IFLEX0036 1000,1760 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,1760 & 2000 INDEX .:MASTER FILE NUMBER 6 FLEX0021 600,100fl 8 2000 122 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0027 500,1000 S 2000 13 SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS INDEX . MASTER FILE NUMBER 8 . IFIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 / 1500 14 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011600 16 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFINTW 1HMF 1000/1600 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFIN 1HMFLG 1000 / 1500 100011500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFL1100011500 20 FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1 VM1100011600 21 FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1YMHMFLG 1000 / 1500 22 FLGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES AN INDEX` 23 MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFiNTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 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 GAPACNTIES 2HMFIN 2000 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 2000 30 FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2VMFIN 2VMFLG 12000 31 1 FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES Page 1 of 1 milemasters.�ds TEST REPORTS AU77 WINDOWS BY FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE NCTL-210-2319-1A 53 1/8" X 72" DESCRIPTION SER. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" .SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. 80AFTEST CONCRETE OR MASDNR• 'C,ENING BY OTr.ERS ONE BY WOOD BUCK By OTHERS CAULK IETr'EEN VINDOW FLANCE t V♦ OD BUCK GLASS (TYP.) (SEE NOTES) V INDOV HEIGHT C+4 9• WOOD - Mx BY CTHERS CAULK BETvCEN vOOD BUCK E NAS'Y. OPENING BUCK MOTH By OTHERS SHIM AS REO'D. INSTALLATION ANCHOR FLANGL TYPE 1/1• ,4,,, 3/I6' CIA. TAPCON wINDOv FRAME (M NOTES) SHOWN (SEE NOTE 9) JAMS INSTALLATION ANCHOR 3/16' MA. TAPCON SHOWN (SEE NOTE 9) —� i I-114• MIN. CLASS (TYP,) EMBEDMENT (SEE NOTES) 4 2Y OTHERS 1•I/•• rQN Cw1[ry(NT IC> :7 v CAULK IETVEEN lfl- VINDOV FLANGE t VOOD IUCx PERUL7ER CAUL-x If OTHERS VWDOv VICiH I sTuccD By OTHERS CAULK BCTVEfN SECTION B—B „ VY. �M;NG BY OTMERS �_c WINDOW HGT. I K- ram---- wINBOw wTH. ELEVATION VIEWED FROM EXTERIOR V V 1 SILL STIR I 8. OTHERS Q•Y" CAULK BETVEEN � �• dWDOV FLANGE PRECAST SAL �`.4 _�`•� t PRECAST SILL By OTHERS y spy' V/VULKEM 116 ADMESIVE CAULK OR APROVED EOL. SECTION A —A C��'• �s10!Sv w ►kfpARf: !Y: pADRJfr t ) 2 12002 W E•bGIf:XING. Y.C.. TAPCON LOCATION CHART CALL TIP TO AEONS :N ILA OCATIQVS IN JAMB UP TO =!psr UP TO PSI SIZE TIP 50 S. O sops. I _T 7TO T 022 74 X 26 C.0 C.0 LJ +a 023 7. X 3L 3/6 C.O 3.C.G.: 1•J.KA 1,J.K.L 074 7. x 50 3/6 C.0 ...0.E L� x.L G.HJ,J ✓.L 033 11GE +/. X 36 31. I B.C.0 S :.D.'_ LJ KA I r, t;.n i T'42 I11 x o LA. :... : 4J . T23 ++1 x 36 3/6 I H.CS.E A. C.D.E.F- UKd I I,J.K.L T s n1 I SO B.C.D.-r + s.C.O.E.F IJ,K,L I K M2 120 x . . .: 5... .L + A, I,J,K.L M3 +20 x 36 3/3 B.CC: I A,e =.D.f9 I,JJ(J. 1 I,J.K,I 4 1 x A:B.C.C.E.° A -.C.O.C.% G .JK IJ K 6020 72 X 2•.J I,J 6030 72 X 36 CA solo 72 X 42 C. 2.C.D.E I,J.K,L I,J K.L 7020 64 I 24 LJ 7030 3 64 x6 I B.C.^ r 2.CD,E I IIJK J. LJ.KL 704C 4 x /• B.C.-._ : �.D.E I.J.KLL-8070 1,J KA 9$ X 24 .: :. ,: 6030 96 X 36 B.C.C.- 9 CA.: I,JKd LJ,K,L A0404. B,C.^.E •.9.C,DE,F I.!•K G N I J.K L 9020 06 x 24 .H. v.L C.D.3:E I,J.K.L LJ.K•L 9030 9040 106 x 36 1 B.C.C.: C C.= AS.0 l I K I,J.K,L 10020 120 x 2/ .� _..a 1,J I.LK,L 10030 120 X 36 B.C.C.: •.B.C,D,:.% I LJ,K,L I,J.K,L 10040 120 X 46 B.C.C.E A.S.C,O.:.% I.J.91 1,J X.L H J B NOtEs. 1) SHIM AS REO'D. AT Vzt iNSTA_LAiION ANCHOR. MAX. ALLOWABLE Sh1M STACK TO BE 1/4'. 2) WINDOW FRAME MATERIA.: AL,L9YN'UM ALLOY 6063. 3) TAPCON 1NSTALLATON A.tiC MOR MUST BE OF SUFIICENT LTM. TO ACHIEVE UK EMBEDMENTVf 1-1/4-INTO MASONRY OR CONCRETE. 4) USE SuCOMZED ACRr_IC CAULK BEHIND WINDOW FLANGE AT HEAD d: JAMBS. SILL MUST BE ATTACI(E3 TO THE SUBSTRATE WTT:L VULKEM 116 ADHESIVE CAULK OR As?ROVED EouAL. S) USE SILICOwZED ACRr_:: CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT wwOOw SIZE: I$ NOT LISTED IN ANCHOR CHART, USE ANCHOR OtA WITY .LISTED W1Tr( NEXT LARGER SIZE, FOR Tr.E APPROPRIATE CESIGN PRESSURE REO:D. 7) GLASS THICKNESS MAY vARY PER THE REOLA M WS OF ASTM E1300 GLASS CHARTS. 6) LETTER CESIGNATLONS ON THE TAPCON LOCATION CART WOkCATi WHERE TAPCON ANCHORS ARE TO EE INS7AL_ED *HEM US NG THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED r•.OLES %OT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED w:'+ /L STREWS OF SUFFICIENT LTM. TO PRO Vt MM. Ve IN, EMSCDvr:.T IN% WOG.^, SUCK. 10) APPLICATION OF VULK:V I I C A:rESN: CAULK AT --:!AWE SILL MUST COMPLY WITH SEAWa' MANUFACTUFE?'S RECOMME'4DATIQNS. 11) WHERE WNDOW IS INS7.LLED I.\ MASONRY OPEN04 W17H A STRUCTUAL TWO 9• 9UCK. USE %'0 SC='-#S OF SUFFICIENT _:MGTH TO ACHIEVE 1-3/4' MIN. EM9EDM:r.T A; A.L IN37ALLATKNI FA=TENER LOCATIONS. ...�: TE 236. ME•"=Jv, F. A:3• ;i7.: irHOr[ •9T 605-836s F•X •6' SHEATHING CAULK BETWEEN By CTMERS WINDOW FIN L SHEATHING INSTALLATION ANCHOR R9 SCREW STUC:o OR SIDING By OL.ERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) 'f (SEE NOTE 7) ^� WINDOW HEIGHT PERIMETER CAULK BY OTMERS MiN TWO BY WOOD DHEMTr /- BY OTHERS INSTALLATIDN ANCHOR s9 SC.REv STUC!<O OR SIDING Br OTHERS CAULK BETWEEN I vINODv FIN L SHEATHING SHEATHING J EMBEDMENT BY OTHERS SECTION A -A J/4' MAX. SHIM SP:.CE SHIM AS REO'D. (SEE NOTES) FIN TYPE WINDOW FRAME .r.wR VINDOV HEIGHT WINDOW WIDTH 2r 0.C. MAX. �- �� cTTP.) i COUALLY SPACE ANCHORS �1 017 ) WINDOW VIDTH TWO BY WOOD BY OTHERS SHIM AS (SEE NOTES) I/1' MAX. Sk'M SPACa CAULK SETV.EN WINDOW rim /- L SHEATHING GLAZING (TYPiJ (SEE NOTE 7) PERSr.ETER J CAULR /lj7 Br GTHERS EATHING OTHERS FIN TYPE VINOOV FRAME JAMS STUCCO fiR SIDING By INSTALLATION OTHERS AMdAR 43 SC SECTION B-B 1' HIM. CMBED� NT 24. O.C. � J[2TYP*) FIN TYPE MAX. (TYP.) VINDOV FRAME SILL 6' MAX . (TYP.) ELEVATION MEWED FROM X RIOR MARBLE SILL STOOL BT �+ ♦ . _ L+ OTHERS v.SJI'7--, r-t :+ U�RIDA, .':J. i. NO S. 1) SHIM AS R_O'D. ADJACENT TO. EACH INSTAL-LATION A,%CHCP. MAX. ALLOWABLE SHIN STACK TO 1! BE 1/4.. 2) WMIDOW FRANC MATERIAL: ALUNUNN ALLOY 6063. -L EyRlOd gA27yr> R� _ 3) INSTALLATION ANCHOR MUST BE OF SUFF4£Ni LT.. TO A=HIM MIN. ENBEOMEMT or INTO wOOD FRAME MOUSER. _,T.— :t c•�*S-r,• ,f jy 4) USE SRICONIZED ACRYLIC CAULK BEHIND w.MDOW F;N A: r.EAO. SILL & JAMBS. `T I.__� 5) USE SIUCONIZEO ACRYLIC CAULK FOR P£R:wE-TER SEA: AAOUNO EXTERIOR OF WINDOW FRAME. `\ S"4. SHIM ---" 6) C1A55 THICKNESS MAY WARY PER THE RE: JIREMENTS Cr wSTM E/300 CLASS CMARTS.. $PACE MAX. 7) INSTALL INSTALLATION FASTENERS AT 6• MAX. FROM COP..rERS AND MAX. 24' O.C. O:SIGN \ PRESSURE CAPACITY OF R(STALLATIONS, w'H AVCHCR SPACING AS STATED. IS 70.0 PS; FOR ALL AVAILABLE SIZES UP TO 73• % 71' M:.x. SHIM AS REO'D. (SEE —Tr— TWO BY WOOD By OTHERS PREPARED BY PRODUCT a APPLICATION ENGIMEERING. INC.: Z7D IMILRIV oA^ L PXVT., WILL ?W. AREA-• , FLP:DA 3ZI46 Pw2 4:1 a -.Jea ILA SHEATHING CAULK BETWEEN By OTHERS WINDOW FIN t —•� S EATMING \ INSTALLATION ANCHOR .8 sCREV STUCCO OR .SIDING ly DINERS —��• I PERIMETER J ( CAULK. ' BY OTKRS F,Lw21NG QYPif.> cSEE Np7> VINDOV HEIGHT PERIMETER UULK BY 0 IERS TWO BY WOOD BT OTHERS jEHSE7+ENT II Y n I Iii• MAX. SHIM SPACE �- SMIM AS REWD. FIN TYPE (SEE NOTES) VINDGv FRAME MEADER FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS WINDOW WIDTH _� 2A• D.C. F-- W INDO W HEIGHT E IiA• MAX. SHIM SPACE WINDOW VIDTM TWO BY WOOD — HT OTHERS SHIM AS REO'D. —� (SEE NOTES) GLAZING (TYPJ (SEE NOTE 7) FIN TTPE WINDOW FRAME JAMB --7 EOUALLY SPACE TANCHORS (TYP.) B INK% A 1) Smm AS REO•D. ADJACENT TO EACH INSTALLATION ANCHOR. � I 6( p.) MAX ALLOWABLE FRAME SHIM RI STACK IN BE ALLOY 24• O.C. IIIIFr— (TrP.) 2) wwoow FRAME MATERIAL' ALuw�NLI+ AuoY 6061 MAX. <TYP.) .') INSTALLATION ANCHOR MUST BE Of S(#fICIENT LTM. TO TO WOOD FRAME MEMBER )i A• MAX.CAULK SHIM SPACE BETVEEN WINDOW f1H l SHEATHING 1• Hitt EMBEDMENT X- SHEATHING BT OTNERS PERIMETER CAULK INSTALLATION 8T OT RS ANCHOR 03 SCREV STUCCO DR SIDING BY OTHERS SECTION B-B INSTALLATIOM I it ANCHOR 08 SCREW 11 SHIM AS REO'D. STUCCO OR I (SEE NOTES) SIDING es CAULK lCTVEEN J . VtMDDV FIN $IEATMJNG ENBEI .T Tv0 BY WOOD t SIEwiMIMG BY DINERS By OTHERS SECTION A —A 6- MAX.(TYPJ ACMIM MIN. EMBEDMENT DF 1 IN •) USE SRJCOHRZED ACRYLIC CAULK BEHIND ■IND0W FIN AT MEAD. SILL & JAMBS. NATION t) USE SIUCONIZED ACRY•.0 CAULK FOR PERIMETER SEAL AROUND VIEW L( x R1pR EXTERIOR OF N140OW FRAME. 6) GLASS THICKNESS MAY VARY PER THE REO(AREMENTS OF ASTM E13O0 CLASS CHwRTS. �.� * �+ f �>'• . , :. A :(� r 7) INSTALL WSTALL;TION FATENERS AT 6' MAX. FROM CORNERS a = ■ .s'�.. �+'.-� t.+� • •✓-br • AND MAX. 24' O.C. GESrGN PRESSURE CAPACITY OF INSTALLATIONS WHIM ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AlAILAM SIZES UP TO 119- X 49 SIB- MAX - REV DESCRIPTION DATE INI FLORIDA EXTRUDERSINTERNATIONAL R. RIDA TITLE:INS'ALLATION DETAIL W1 s8 SCPEWS HORZ. SLIDING FIN WINDOW x0x CONFIGURATION- SERIES 1000 DRAWN BY: BB APPROVED BY. DATE' 12/17/01 1 SCALE: N. T. S. DWG: FLEX0029 PRCPARLD DY PRODUCT L APP 1CATMN EKJKCRIN6. DIC. 2S0 INTERNATjpUL PKV1� S:.'1TC zSD. KATwROv, r..L'RiDA 0Z7K PION A0T �-D3t3 ru wY D_.-o7sa s CONCRETE OR MASONRY OPENING 31 OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE t WOOD By�(1 STUCCO I By OTHERS PERIMETER CAULK VA BY OTHERS (V IN,d'iv "EIGHT) GIASS (TYPJ (SEE NOTES) ,— CAutK BETWEEN VOOD ING INSTALLATION ANCHOR :RS 3/16' DIA. TAPCON 1 1-1/4' MIN. EH3LDMENT C —( / � T 1/a' SHIM sPAEE MAX. i CAULK FLANGE d / TWEEN WINDOW FLANGE - J/ Q PRECAST SILL_ 116 PRECAST SILL SECTI ADM�SIVC CAULK BY OTHERS OR APROvED EOL, W.W. A A B C 1 E TI ONE BY WOOD CONCRETE OR MA<D`Xtr OPENING BUCK BY CTHERS a DIME;S tv (BUCK WIDTH) I 1-1— I 1/4. SHIM D FLANGE TYPE SPACE MAX. i WINDOW FRAME SMIM AS R_O'6. JAM3 (SEE NDES> INSTALLATION ANCHDP 3/16' DIA. TAPCON 0 RIGID VINYL GLAZING BEAD ,',,LASS (7YFj (SEE NOTES) /--�� O SHIM AS REO'D 1 (SEE NOTES) CAULK BETWEEN B.M. V•INDOV FLANGE (BUCK L VOOD BUCK FLANGE TYPE MEIGMTI vINDOW FRAME PERIMETER HEADER CAULK STUCCO BY OTHERS BY OTHERS { v.v. (V(NDOV VIDTH) CAULK BETWEEN WOOICK SECTION B-B * I&NG NOTEBy OTHERS RIGID VINYL )_Si.iy AS REO'D. AT EACH INSTALLATION AN:MOR. MAX. A.LOWABLE GLAZING BEAD SHIM STACK TORE 1/4-. (TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. FLANGE TYPE EMBEDMENT OF 1-1/4 INTO MASONRY OR CONCRETE. FL."E FRAME A) USE SILCOaZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & M Silt JAMBS. Su MUST BE ATTACHED TO THE SLSSTPATE WITH vULKE 116 ALHESNE CAULK OR APPROvED EOuAL. 5) USE SILICONIZED ACRYLIC CAL" FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT wrNDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOP THE APPROPRIATE DESIGN PRESSURE REO`D. 7) GLASS THICKNESS MAY VARY PER THE RECQREMENTS OF ASTM E1300 c GLASS CHARTS - a) LETTER DES04ATO NS ON THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. ON A -A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED MTN J6 SCREWS OF SuFF+pENT LTH. TO PROv10E MIN. 5/3 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLKATON OF vuLKEM 116 ADMESIvE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MAvuFACTUPEP.'S DECO mENDATIONS. 11) ONE ADDITIONAL FIELD OPILLED B INSTALLED ANCMOF IS REO`D. IN D EACH JAMB ON T«E FOLLOWING SIZES: •D25- (73 7 62). "D26' (73 x 71), '56M60M' (65 x 71). k •60y60ti (71 X71). PLACE ANCHOR BETWEEN ANCHORS -G AND i AND BETWEEN ANCHORS 'M AND j OVER 55 PSF ONLY. j 12) WHERE WINDOW IS INSTALLED IN uASONP. OPENING WITH A STRUCTUAL F TWO BY WOOD BUCK. CASE f10 SCREWS OF SVFFrAM7 LENGTH TO ACHrM 1-3/8- MIN. EMBEDMENT AT AFL INSTALLATION FASTENER r— LOCATIONS. ON SIZES NOTED IN NOTE 1:1 ADD A 0.0 SCREW >r H ANCNOP TO EACH JAMB FOR NOTED DESIGN PRESSURES. B B�I'Tr:Ai, J gACrifit l/ 1/I vR/opt O N MASM ERIOR - PPF 2A ! AT. PROKCII 16 APPLICATION G CALL TIP TO LVL.AetVN!'., IN HLAU L IN JAMB OK.F 56 PSF 36 OKJ SIZE TIP TO TO TO TO I TD TO 7n. 7 1N2 26 1/2 x 26 C Y t C C..G.-N H G.H 1.3 26 1/2 X 38 1/8 C C I C G.M C. GJw IH. 26 1/2 X 50 5/8 C C C GN GH GM 1„J I«.S 26 1/2 x 56 V. C C C G!N G."C.H.0 IM5 26 1/2 x 63 C C C Gn G.HJ.J G.m.0 IH6 26- 12 x 72 C C C G.H G.HJ.J GMJ.J 2 X ti 23 31 X 38 3/6 C C C G.« G.!. G.H 24 37 A 50 3/9 C C C c.« crJ.J G. I i 245 37 x 56 1/. C C C G.M G.MJ.! Gr.I.J 25 37 X 63 C C C G!I G.HJ.J G.r!,J 26 37 x 72 C c C O.HJ,J G.M.1,J E.F.G.MJJ 1/a x W.0 n n U" 33 53 1/6 x 38 3/3 C B.0 B.0 G.M GJI G." j 34 53 +/B X 50 5/a C e.0 B,C G. G.«!,J G!•JJ 3•5 53 1/3 x 56 +/. C B.0 3.t G J.J G.HJ.J U-.�!U 35 53 1/9 X 63 C B.0 e.0 G.n,u G.HJ.J E.F.C.Nl,J w 1/ X 7� C B.0 it G 'I. j EF:O!1!,J E.F.G.H,u 2 .� C23 74 x 38 3/8 B.0 B.0 A.3.C.0 G.M G.MJJ 02a 7• x SO 6/a e.0 e.0 I J'..E.C.D c,MJJ GJIJ.J E.F,G.M.0 Dias 7a x 56 I/. B.0 B.0 1 !:.0.0 G.nJJ E.F.G.M.,.J E.f•G!-.1i 74 x 53 B.0 B.0 A.:.C.O G.M,I,J EF.GJ+J,J E.f,G�J.J• Di5 74 x 72 B c B.0 !? D WwJ.t E.F.G!1J.J £F.G.M.u- 2CU20M • A A . 2OU30M 2+ x 36 C C C G M G.n G.N 20M40M 24 x 48 C C C G.H ( G!1 G.H 20U46M 24 x 54 C C C G.M G.« G.HJ.J 20MSOM 2a x 60 C C C G.M G.n G.n.1,J o . x 7 C C C G:G MJ.J • .1 3oM2oM 36 X 24 .« h .� 3OU30M 36 x 36 C C t G.M G.H GI+ 3OU40M 36 X se C c C c.M c.MJ.J c ,I'i 3OM46M 36 x 54 C C C G.H G.HJ.J C N.0 30MWM 36 x 60 C C C 0.M G!(J.J GJI.I,J U 3OU60M 36 x 72 C C C G.M,G.M).J E.F,G.«Ij V. 4OM30M 48 x 36 C C 5.0 G.H G,H G.HJd 40MQM AB x ad C C e.0 G.H G,«JJ GJI.I,J 40M46M Aa X Sa C C 3.0 c!+ G.MJ.J c.xu 401,150M as x 60 C C B.0 G,MJ.J G.HJ.J E.F.W+J.J 4ousom sex 72 C C 2.0 G.H.LJ f G,H I.J I E. C2H i a M 0.1 i .« w G.N 46LWM 54 X 36 C e.0 SIX G" G.H GAIJ 46M40M 54 x sa C B.0 e.0 G,M G.MJ.J G.M.0 46M46M 54 X 54 C e.0 -c.0 G.MJ.J G.MJ.J E.F,G,H,U 46M50M 54 x 60 C B.C. 3.0 G.H.IJ G.NJ.J E,F.G,NJ.J a M v a X 7 C C ?.0 H I M I c ,Dy20y x a 0. G.M G." G.M SOM30M 60 x 36 C e.0 B.0 G.H Gm G!IJ.J "M40M 60 x ae C e.0 B.0 G.« 5OW6M 6C x 54 C B.0 S.0 G.MJ,J G.MJ.J E.F.G.NJ.J 5OU50M 60 x 60 C B.0 B.0 G.M!.J G!V.J E.F.G.H.Li SOM60W 60 x 72 C B.0 3.0 G M!.J E.F.GJ+.,.J EF.G!+J.J 00 X 4. L 3• •H 56M30M 66 x 36 E.0 B.0 A,3.t.� G.M G.H G.MJ.J ! =.C.� G.H GJIJ.J G!I!.J 556us6M 66 x $e.t B.0 Aic.: G.H.I,J G.MJ.J E.F,G.M.0 55MSOM 66 z 60 E.0 8 � A.3.Cr: G.M.,.J E.F.G.M!.J E.f G.-..J S6M60M 66 X 72 e c B.0 As C.: G.M u E.F,G!I!.J E F.G:HJ.J• M M `(,,H .M 6OM30M 72 x 36 ec e.t A.'.c.. G.M G.N G.M!.i 6OU40M 72 x AS E.0 e c ac. c,H c ,I.J GJw.0 COM46Y 72 X 5• E c B c A.S.C.: G.M!.J Gi1J.J E.f.G:«!,J —'DM 72 x 6C ° C B.0 G,«!,J EF.G^I.J Ef....M.0 72 x 72 ° C C A 3,C. GM,LJ I E.f.G!L+.J n I J. ■ADD: IONAL AN:.'- RS RE-�'D. S=E NOTE 11 FLORIDA EXTRli DERS INTERNATIONAL. 'SANFo D1, FLORID TITLE: INSTALLATION DETAIL ui TAPCONS HORZ. SLIDING FLANG_ WINDOW - SEP!ES 1000 DRAWN BY: BB APPP.OVED BY: „ DATE:10/23/01 SCALE: NTS DWG.: FLEX0020 'c.Mi,. WC. Z50 IMtERMA'D71AL PAINT- S•J'.TE ZW. HLAt-ASv, fLZQJ. 327.6 P-QK — W-0365 FA. •7T a6Y43>L I/ CAULK BETWEEN EY WOOD ONE BUCK HT OTHERS CONCRETE OR WOOD BUCK t MASONRY OPENING NAS'Y. OPENING BY OTHEPS If OTHERS WINBETWEEN DOW FLANGE n t WCMB ➢LICK , y 1-I/4' MIN. c c A EMBEDMENT ' I INSTALLATION ANCHOR / 3/I6' VIA. TAPCON STUCCO J BY OTHERS SxIN AS REO'D.. 1//' MAX. ,SEE TOTES) ►ERSMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER RIGID VINYL GLAZING BEAD t lip.) GLASS »W h l- (TTP.) ABBE NOTES) B.V. -(BUCK WIDTH) INSTALLATION ANC'4R ONE IT WOOD 3/16' DIA TAPCON Mx BY OTHERS —"l, SxIM AS REDID, I//' MAX. RIGID VINYL (SEE NOTES) GLAZX BEAD (TIP.) _tom GLASS (TYP.%SEE NOTES) 1-1/4' MIN EMBEDMENT D S7UdCO BY HERS v O FLANGE TYPE - WINDOW FRANC JAMS CAULK ➢ETVEEN v VtNDOv FLANGE ►ERINETER t WOOD BUCK CAULK ➢Y C'xERS V.V. (v mDOv WIDTH) I I.H. (BUCK HEIGHT) CAULK ➢ETVEEN VINDOV FLANGE t PRECAST SILL V/ UL& 1t6 ADHESIVE SECTION 8— FLANGE CAULK. OR APRV•D. £OL. FLANGE TYPE PERIMETER WINDOW FRANC CAULK SILL BY OTHERS CAULK BETWEEN WOOD BUCK t MAST. DPENINC BY OTHERS CJICRETE OR MASONRY OPENING BY OTHERS W.W. Ak PRECASILL Ors �_ ° Q A FAO 6 C F c. SECTION A -A I ) SxR1 AS REO'D. AT EACH INSTALLATION ANCHOR. NAx, ALLOWABLE ) Smm STACK TO BE 1/4 : 6063, D E T) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 3) INSTALLATION ANCHOR DUST BE OF SUFFICIENT LTH. TO ACHIEVE 4 ►m. EMgEpKNT or 1-1//' INTO MASONRY OR CONCRETE. �+ /) USE SLJCONIZED ACRYLIC CALK BEMND WINDOW FLANGE AT HEAD B K p O B 8: JAMBS. SLL 16UST BE ATTACHED TO THE SUBSTRA.E WITH vULKEM 716 ADHESIVE CAULK OR APPROVED EOVAL J 'a �r S) USE SLJCONZED ACRYLIC CAULK FOR PERIMIER SEA; AROUND W,H. f EXTERIOR OF W6vDOW FLANGE. EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE Ci A.7 6) IF ANCHOR OUANDTY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRATE DESIGN PRESSURE REO'D. //l v 1 7) GLASS THICKNESS wY vARY PER THE REOUff-DENTS OF ASTU 8) LETTER DESONATMJNSE1300 CLASS SON THE TAPCON LOCATION CHART INDICATEL I �,r r ' � N A.: TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAV3 30•57 TO •OPSF 1IPy TO 7OPSF 30oy TO 40rV --.IV TO 7 V SIZE SIZE 12 16 '/s X 2S B 8 F.G F.0 13 'e 1/e x.31 3/8 8 ➢ F.G F•(: is +6 7/0 x 19 5/6 8 B �.G 165 +8 1/6 x 55 1/4 8 8 15 16 1/3 x 62 B 8 F.G F.G 15 'a 1/6 x 71 B B F.G F,G,MJ 17 1 1 a F F.c ,r 1"2 1N3 25 1/2 x 25 25 1/2 a 37 3/8 B 8 B 8 F.G F.c ix1 25 1/2 x 16 5/0 8 B f.0 F.G.") 11115 25 1/2x SS 1/1 8 B F,G F,chJ INS 2S 1/2 x 62 B B f,G f.G.HJ 1NG 25 1/2 a 71 8 B F.G f.G.N) 1M7 25 1/2 x 33. B B F,CAA F.CJ.A 30 1/2 . 26 29 1/2 x 25 8 8 'AP F,c F.G 30 to . 36 Jq 29 1/2 x 37 3/8 /9 5/3 8 8 F,c F.Gm 30 1/2 . 50 5/8. 29 1/2 x x 55 1/• 8 B F.G F.cY.J 30 1/2 . 56 1/4 29 /2 B 8 F,G F.GJ11 30 1/2 . 63 )0 1/2 . 72 29 t/2 x 62 29 1/2 x 71. B B F,G1NJ f.GJIJ 30 1 2 , 81 29 1/2 x 83 B B F,GJ.K F.GJ.x 23 3b x 25 36 x 37.3/5 B B F,G f.0 F.G F.G Hi 21 36 x N 5/8 B 8 B 8 FIG F,G.h1 245 36 a Ss'/. F,GJU F.G.HI 26 36 X 71 8 8 F,G.H,t ox.F.G/+J 7 36 x 63 B 8 F,G,JJ( f.GJN,t,J.K / It /1 X 25 8 B F,c ►,I.I, 12 . 33 3/8 n X 37 3/8 8 8 FA i.G.HI 1G. 2 , SD S/6 a x 19 S/6 B B F,G,N.1 f,G.m .2 . 56 1/. a2 + 63 /1 x SS 1/1 /1 X 62 8 8 D.E.i,c!'J 12 x 72 1 • a It x 71 It X 83 8 8 F.G.nJJ FGJ.K O.E.F.GrJ F.C.NJAIc /8 . 26 /7 X 23 A.0 F.G 1.11 F,GMJ .8 • 76 3/8 .7 x 37 3/8 B B A.0 A.0 F,G F,C.I ) 16 . s0 S/3 .7 x .9 5/3 a 55 9 A.0 f.6J1J F,c.H.J .8 • 56 1/1 /6 x 63 x V• /7 x 62 B LC F.G.IU 18 . 72 /7 X 11 B A.0 f.G.HJ A. /7 x 83 F hD.EiF.H.'K ' 1 32 33 S2 1/6 x JS 52 1/5 x 37 1/8 B B LC A.0 r,c F;D f.G F.G.N1 3/ 52 1/9 x 19 S/8 -0 A.0 f,cm.1 F,GJNJ F.G.NJ D.LF.G.x.l 345 35 52 1/8 x Ss 1/1 S2 1/0 x 62 B 8 AC A.0 F,O,H.1 O.El.GJtt 36 S2 1n A.0 F.GJIJ D.kv G,N.1 . 37 51 1/8 x 83 B AC F,c.J.K D.E.i,G,J.KJX • 37 SIZE NOT AVAILABLE IN HOOD OR 1500 SERIES. wHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE L_ �V ERs 9) ALLiINTERNATIONAL. INC xTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANC)OR- SHOULD SE. FLLED WITH /8 SCREWS OF SU:TICIEHT DE LTH. A TO PROwWIN. 5/5 IN. EMBEDMENT INTO WOOD BA UCK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PTBNT ALSO APPLIES TO THE FLORIDA EXTRUDERS 15W AND 2000 1 FVAT I 0 N SERFS SINGLE N U NGS. L- 11) WHEjXMANDOM IS INSTALLEO IN 6ASON.RY OPENING WITH A STRuCTUAL TWO BY WOOD BUCK. USE /10 SCREWS OF VIEWED FROM EXTERIOR SUFFIOENT LENGTH TO ACHIEVE 1-3/8- WIN. EMBEDMENT At ALL ONSTAUATION FASTENER LOCATIONS. FLORIDA EX I a v SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 >; 200C DRAWN BY. BB APPROVED BY: •, = _.-`'. DATE: I0/09/01 SCALE: NTS DWG.: FLEX0016 PKCPAIIEO I': PIODUCT A A►PUC-- DII (hOMiEIW1G. INC.- 250 wTERNAIm0 w PxY.. SUITE 2SO. NCATnW-. fWftC- 327.E PHONE 407 805-0365 f" 1D7 6:5-)366 a CAULK BETWEEN WINDOW FIN L SHEATHING INSTALLATION ANCHOR 09 WOOD SCREW' STUCCO BY OTHERS WINDOW MCIGHrt PERIMETER CAULK BY OTMERS SNEAIMING BY OTHERS GLAZING (TYP.) (SEE MOTES) PERIMETER CAULK By OTHERS INSTALLATION ANCHOR as WoGD SCREW STUCCO BY OTHERS CAULK -BETWEEN WINDOW, rim SHEATHING L SHEATHINGS BY OTHERS SECTION A -A 1' MIN. EMBEDMENT TWO BY WOOD '— BY OTHERS /— SHIM AS REO'A 1 / (SEE NOTES) i/A' MAX. J SHIM SPACE N" FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) cSEE NOTES) FIN TYPE WINDOW FRAME 11MARDLE SILL STIR BY OTHERS TWO ByH WOOD BY OTHERS - VINDCW WIDTH SHIM AS REO'D. — (SEE NOTES) %L'k,CTUyy NAW GLAZING (TYPE (SEE NOTES) � r WINDOW F A—v 9 8 ZA' O.C. MA%. CTYPJ EODALLY SPACE ANCHORS ANCHS (TYP.) HEIGHT A �L,6' TM ENBEDNEIT - ELEVATION viEwEO FROM ExTER10R FIN TYPE WINDOW FRAME JAMB PERIMETER CALK BY OTHERS 1/X' MAX. SHIM SPACE TWO BY WOOD STUD BY OTHERS j' t' MINI. \11f� EN3EIIr.:Ni �\— SHEATHINGS BY OTHERS CAULK BETWEEN WINDOW FIN t SHEATHING INSTALLATION ANCHOR •B WOOD SCREW STUCCO BY OTTERS SECTION B-B NOTFS 1) SHILL AS REO-D. AT EACH INSTALLATION ANCHOR, MAX. ALLOWABLE SHIM SACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL- ALUM IN IM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM. TO ACHIEVE MIN. EMBEDMENT OF P INTO WOOD BUCK. s) USE SIUCONIZED ACRYLIC CAULK BEHIND WwDCw FIN AT HEAD. SILL & JAM?S. 5) USE SILICON)ZED ACRYLIC CAULK FOR PERwETER SEAL AROUND ExTER10R OF wwDOw FRAME. 6) IF EXACT WINDOW SIZE 6 NOT LWED IN ANCHOR CHART. USE ANCHOR OUA.\T17Y LISTEDWITH NEXT LARGER SIZE. 7) CLASS THICKNESS MAY VARY PER THE P.EOUIREWENTS OF ASTM E13W GLASS CHARTS. 8) FLORIN EXTRUDERS 1D00 SERIES SINGLE MUNG IS SHOWN. THIS PRINT ALSO APPLES TO THE FLORIN ETRODERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. ......«. .... ........ rw...�roe..r. M >H trtf....Ttn... ►.... tiArr >an .. s .s-1 n roln. 'ur.A P~ a7 am-o3A5 FAX .67 ws-03K 7 CONCRETE OR MASONRY OPENING Br OTHERS ONE BY VOGD BUCK BY OTHERS CAULK BETWEEN ` VINDOV FLANGE L VOCO BUCK STUCCO J Br OTHERS PERIMETER CAULK BY OTHERS GLASS (TT?.) (SEE NOTES) VA VINDOV 1EIGMT) PERIMETER CAULK By OTHER±GE t PRECAST SILL V/VULKEH 116 ADHESIVE CAULK OR APRV•D. EDL. . D rINSTALLATION ANCHCR 3/16• DIA TAKEN / CAULK BETWEEN WGCD BOCK t OPENING BY OTHERS GLASS (TYP.) _ 1"1//' MIN. (SEE NOTES) O EM3EDM_NT GE AC S SMIn AS REO'D. ' 1/6• MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME F -�M W.W. GLAZED VINYL GLAZING BEAD B.M.; (BUCK HEIGHT) HEIGHT) RIDGED VINYL W.H. GLAZING BEAD 2 j. OC. MAX. (T'P) FLANGE TYPE 6' MAX. (TIP.) V{NDoV FRAME L- A --a- ELEVATION VIEWED FROM EXTERIOR a a PRECAST SILL) 1 BY OTHERS .^ LUV NIE1(T� : SECTION A -A__ B.V. ~—(BUCK VIDTH) SHIM AS REO'D. 1/N• MAX. (SEE NOTES) RIDGED VINYL GLAZING BEAD �7 "", .mr CONCRETE OR I T�I(frc+MASONRY G?ENING By OTHERS D INSTALLATION ANCHOR 3/16' DIa..TAPCOM . v v --,_ONE BY VOCD BUCK BY OTHERS FLANGE TAPE v v1NmV FRAME [DUCK BETWEEN VIND(v FLANGE PERIMETER L L'DDD BUCK CAULK 8Y CT.{RS CAULK UICK & WOOD BUCK V.V. MAS'v. OPENING (vinDOv WIDTH) By OTHERS STUCCO BY OTHERS SECTION E-6 N 1)FS. 1) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR. MA%. ALLOWABLE SHIM STACK TO BE t/s . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIA. TAPCON INSTALLATION ANCHORS MUST BE or SUFFICIENT LTH. TD ACHIEVE YIN• EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. A) USE SRXOHIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT WAD �ALLL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM II6 ADHESIVE CAULK OR ��D E 3) USE SIUCOMZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED W ANCHOR CwLRT, USE ANCHOR OUAMTITY LISTED WITH NEXT LARCER SIZE. FOR THE APPROPRIATE DES.GN PRESS'' REO'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS. 6) WHERE SPACING BETWEEN TAPCON ANCHCPS EXCEEDS 26 IN. O.C.. III SCREWS: OF SVFF"NT LTH. TO PROVIDE ON. 5/8 IN EMwDMENT INTO WOOD "SUCK SHOULD BE INSTALLED. 9) FLOR'DA EXTRUDERS 1000 SERIES FIXED WINDOW 15 SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIOA EXTRUDERS 2000 SERIES FIXED WINDOWS. 1O) SEE BACK OF THIS SHT. FOR WSTL'N ANCHOR REOUIREMENTS. 11) APPLICATION OF VULKEM 116 ADHESIVE CA'AK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED W MASON OPENING Wfi(A STRUC TWO 8r WOOD BUCK. USE I10 SCREWS .or SUFFICIENT LENGTH TO ACHIEVE 1-3/B' WIN. EMBEDMENT. 13) WINDOW UNITS CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE 6(U..LIDN INSTALLATION SHEETS FOR REQUIREMENTS. INTERNATIONAL. 1; C FLORIDA EXTRUDERS SANFORD, FLORIDA TTfLE:iNSTALLATiON DETAIL W/ ONE BY BUCK FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY:g� APPROVED BY: DATE: !0/22/OI SCALE: NTS DWG.: FLEx00I�S-CET �0;� :11NA1KX+l MCYf, SUIIE 250. W-41HAc+. FLOROA 327A6 IHOMC q7 605-0365 FAX 407 605- 366 w SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN L $MEATHING � INSTALLATION ANCHOR *8 SCREW EXTERIOR FINISH BY OTHERS —\ PERIMETER CAULK — BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK By OTHERS INSTALLATION ANCHOR •8 WOOD SCREW EXTERIOR FINISH —•� BY OTHERS GLAZINNI (SEE NOTE 6 I. MIN. OEDMENT WOOD FRAMING �BY OTHERS NT� FL011 DA B.O.A.F. SHIN AS REO'D. (SEE NOTES) �fACTUan N V 6' MAX. / FUE # SHIMssPAcE � GLAZING (SEE NOTE 6) CAULK BETWEEN I -Mitt WINDOW FIN EMBEDMENT L SHEATHING SHEATHING BY OTHERS SECTION A -A FIN TYPE WINDCW FRANC —SHIN AS REO•D 1/4' MAX. (SEE NOTES) WOOD FRAMING BUCK BY OTHERS WU HE EXTERM FIN TYPE WINDOW FRAME A J ELEVATION VIEWED FROM EXTERIOR L30Z ..:: yto BY; PRODUCT 1ECNNOL0 WINDOW WIDTH 11 IAA• MAX. ' SHIM SPACE \\y/ VO[iD FRAMING BY OTHERS SHEATHING /\ /— BY OTHERS \ INSTALLATION - ANCHOR A: SCREW CAULK BETWEEN WINDOW FIN ' L SHEATHING SECTION B-B EXTERIOR FINISH PERIMETER BY OTHERS CAULK By OTHERS NOTES 1) SHtM AS REO'D. AT EACH INSTALLATION ANCHOR W17H LOAD BEARING SHIM. MAX. ALLOWABLE SHIN STACK TO BE 1/4 . 2). WINDOW FRAME MATERIAL: ALUM'- ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD FRAME. 6) USE SoXON;ZED ACRYLIC CAULK FOR SEAL AROUND EXTER 3m.D0w FRAME. RIO 5) USE-SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 CUSS CHART. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUAUFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE —� WiNDOw TS SHOWN. THIS PRINT ALSO APPLIES TO 1 THE FLORIDA EXTRUDERS 15W -0 1000 SERIES PICTURE WINDOW. B 8) SPACE NSTALUTION ANCHORS AT 6" MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. "T+ ANCHOR SPACING AS STATED, IS 70.0 PS;' FOR ALL AVALABLE SIZES UP TO 73' x 71' OR 63" x 95" OR 119• x 37-3/8' MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TV9E MULLION, SEE MULLION INSTAL.UTX)N SHEETS FOR RECIREMENTS. DATE: I / L 3/ UC IbLAL.L: N. I . J.Iunu.: r L.LnLw.�A.r CORP.. 250 INTERNATIONAL PKWY, SjITE 250. LAKE NARY. rLORCA 3:746 PHONE t0f 80-0365 FAX 407 805 0366 /U CNMLK BETWEEN WINDOW FLANGE L WOOD BUCK CONCRETE OR MALWT OPENING Jr OTHERS ExT'A:9 FINISH BY ar�Rs PERIKTER CAULK BT OTHERS vINDDW FRAME HEAD EXTERIOR WINDOW FRAME SILL PERIMETER C4-K BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BETWEEN WUIDpW FLANGE - B MOOD BUCK CAXGK BETWEENWWV SUCK —� MASONRY OPENING BY OTHERS CAULK BETWEEN VOOD DUCK L MASONRY OPENING BY OTHERS ONE aY vGQD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' D:A. TAPCON 0 EMBEDMENT 1 1/4- MAX. —_SHIN SPACE SHIN AS REO'D (SEE NOTES) GLAZING (TYP. SEE NOTES) 4 CONCRETE OR \ NA60MRY BY OTHERS sFCTlQN A -A INSTALLATION ANCHOR 3/16' D!A. TAPCON $Him AS REO'DR (SEC NOTES) L 1/: MAX. �- SKIM SPACE NOTES: 1) SKIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHAM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERLAL: ALUMINUM ALLOY 6053. 3) 3/16- DIA. TA -.CON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACH+.+E MIN. EM.ELDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. PLACE TAPCiM AHI(H0RS 5' FROM CORNEPS A 2+' 0. C. MAx. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITH IS SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. s) MT•K-RE WINDOW IS INSTALLED 94 MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO' ACHO/E 1-3/3- MIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SgXCpZED ACRYLIC WK BEHIND WINDOW FLANGE A' HEAD, SILL IAMBS. 6) USE SR.ICONWZED ACRw.x: CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FrAMCE. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN7S OF ASTM E1300 GLASS. CKARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. a) BUILD DOWN AROUND CURVED PORTION OF WtODW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST Be. OF SUFFIECIENT S-RENGIH TO ADCOUAt£LY TRANSFER LW FROM WRFiOW TO THE S'RUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. TINS PRINT ALSO APPLES TO FLORIDA EXTRUDERS 1750 SERIES A 2000 SERIES. 10) E'.EVATIONS S>+OW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CCNFIGURATONS. THIS SHEET APPLJES TO ALL j&p IGURATONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, A 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS U9NG ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREUENTS. A EXTERIOR ELEVATION 1-1/A' KIN, EMBEDMENT 1/4• $MIN SPACE ONC IT VCOD SHIN AS REO'D BUCK BY OTHERS cSEE NOTES) IN;TALL►TIZN AIICHOR 3/16' DiA TAPCON vINDOW FRANC 4 Q� JAMS GLAZING (TYP. CAULK BETWEEN SCE NOTES) V=2 BUCK i MAST OPEN(NG i HT CTMERS PERIMETER CAULK � � , IT OTHERS CAULK B:'TWEEN WIN30W hA.•KIE L VOOD PUCK EXTERIOR FINISH CONCRETE BY OTHERS OR MASONRY DPE VINDOV VIDTK HY OTHOTH ERS SECTION B—B WrtgOW WIDTH A EXTERIOR ELEVATION )w n NTERNATIONAL, IN © EMBEDMENT' ` TAT _ "FoFLORIDA EXTR�DER..1SAN ORD, FLORIDA ONE IT WOOD 1`L •� , />a �. TITLEfLANGE INSTALLATION DETAIL CONCF..7-TE NC-ADER V/1 BY PJCK BUCK By DESIGNER FIXED WINDOW 1000, 1750, 1. 2000 SERIES DRAWN BY: BB APPROVED BY: [-DATE .02/12/02 SCALE- NTS DWG.: FLEx0035 r(P.ua• x?'- N1. MI(•..Hp.N kw A= m K. —. n9MM W. H.pK +H o�oN H.I .n R.•9)NN ONE BT PUCK Ir CT HERS CAULK 91TWEEN vINC_v FLANGE L SHEATHING PLTwwr (7+PJ —\ BT CTMERS EXTERIOR r:I(ISH IT OTHERS PERIMETER CAULK. IT OTHERS vINDOv FRANC HEAD WINDOW HEIGHT ExTER OR vNu^Ov r;& ti - SiLL PE;I ETER CALK IT OTHERS Ex-EAMR rEUSH -� B' C:TMCRS SHIM A' PEO'D cSEE KIES> GLAZING (TTP. SEE NOTES; SHIM A$ REO'D (SEE NC: ES> 7 - IMSIALLAT:[7( AMC'L'R :0 SCREE ButLD DOWN PY OTHERS 1.05. TO SILL) :E$ 1) SHIM AS P.EO'D. AT EACr. INSTALLATION ANCHOR WITH LDAD SEAFUNG SMw. MAX. ALLOWABLE SHIM STACK TO BE 1/4', 2) WINDOW FRAME MA'EP'AL- ALAUN11M ALLCY 6063. 1-3/9' INN. 3) TA?CO" INSTµLAI'DM ANCHORS AT SML MUST BE OF SWrICIEN7 LTH. TO ACHIEVE r EMBEDME'a VOL EMBEDMENT OF L-T/A' INTO MASONRY OR CONCRT--. 110 INSTALLATION SCREWS AT HEAD h AM:S MUST BE OF SUFFICEMT LENGTH TO ACHIEVE 1-3/9" INN, EMBEDMENT INTO WOOD F:!•MAK+G AND BUR.0 DOWN INHERE REOLRRED. INSTALLATION ANCHGRS k SCREWS TO BE PLACED 6 IN. FROM CORNERS @ 24 IN. O.C. Id". A) USE SCICOwa'.ED ACPrJC CAULK BEHIND Wm00w ►LANCE AT NEAR. Spa@ JAMBS. S) USE SdJCOMIZED ACRYLIC CAULK FOR PERIMETER SEALAROUNDEXTERIOR OF WINDOW FLANGE. 1/A' MAX. 6) G�..SS THICKNESS MAY VARY PER TI.E REOUIREMENTS OF ASTM C1300 CLASS SHIN SPACE CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 7) BUILD DOWN AROUND CURVED POR73ON OF WINDOW FRAMk TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SU::ICIEN? STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE SRUCTURE. S) FLUKA EXTRUDERS 1000 SERIES DESIGNER WVCOW SHOWN. THIS PRINT µSC APPLIES 70 FLORIDA EXTRUDERS 1750 SERIES & 2000 S'.M" IES. 9) ELEVATIONS SHOW COMIAON CONFIGURATIONS. IT IS NOT INTENDED TO LaC USE OF THIS PRODUCT TO TMESE TWO CONFIGURATIONS. THIS SHIM APPLIES TO ALL MSFIGURAAONS THAT CAN BE MANUFACTURED FPOM THE 1000. 1750, A 2000 SERIES DESIGNER FIXED WAWW FRAIRNG SYSTEMS. 10) mNDOW UNIT CAN ALSO BE MULLED TO OTHER WITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOIAREMENTS. SUCK HEIGHT EXTERIOR ELEVATION CAULK N TWEEN J ' viND7: FLANGE d tON EAY v00D 4 1 BUCK I_1-1/: M•. FMRAI FLORMA B.O.A.F. CAULK PETvEEN EMBEDI(EN' . WOOD 0:X L HAMNACT'MM j7lil S: MASONR' OPENING +-.ONE if VOWr III OTM E% BUCK' IT OTMERS 1 ) e• - .. }. f �t CONCRETE OR SECTION A —A RAS ' �'lI.A('A i-( - "SOO. - INSTALLA710N ANOC7 T^r' rr•� ^ jl�% BT OTHERS 3i16• itA. TA?CON r a 4 st®A� BUCK WIDTH 1 SHIM SPACE CAULK BETvEEM 7vG BY BUCK Tv0 BY FRAMING t.CONCRETE P? OTHERS Br GiMCRS SHIM AS PECD ciu NOTES> INSTAL--&713t ANCHCIR co SCRr-v Q V:NDDv FRAME CALr-X BEivEEN JAMB VIN Ov FLANGE t v^aD RUCK ftAZlM4, <TTP. SEE NOTE S> Q 4d CONCRETE OR M+SDNRT PERUKTER CAULK IT CTMCRS III 4 Pr OTHERS vINDOv ✓MOTH Sr CTION B-8 A.. FX'EPIC= E'=VATION ExTER:;;R rims. br OTHERS •-.-�.. �..ac. nc.ax• a Aa w.s...-.�..a a+a. u+E ITC <•*+w. rUrs. a+r wt o rwx: r.. r+ n<Iu 93 INSTALLATION [!:rr.ACN SUM SPACE ANCHOR SCREV (TTF.7 CAULK BEHIND IN TVO Br FRAMING SHIM AS RE01, By OTHERS SHEATHING TVO By BUILD (SEE NOTES) IT C HER$ DDvM By OTHERS CAULK BEHIND FIN FIN rRAHC JAMB I r9 :kSTALLATIDM �I SMITH AS RE(rD. 1) Smw AS REO'D, ADJACENT TO EACH INSTAL(AAON AxCMOR WITH LOAD BEAR04 ANCHOR SCREV ITT P) (SEE NOTES) Sou. MAX. ALLOWABLE SHIM STACK TO 8£ 1/4. GLAZING (TTP. 2) ww00w FT(AME &'ATERIAL ALVMwUM ALLOY 6067. SEE NOTES) L Y / on 3) USE SO COMIZED ACRYLIC CAULK KHRND WINDOW FN AT MEAD. SILL & J`A*S. a � SPACE A) USE SLCOxaEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF M"1 j WINDOW FRAME. )I ) S) GLASS THICKNESS MAY VARY PER THE RECIAKLIENTS OF AST&' E1300 CLASS CHARTS. SINGLE C.AZ" IS SHOWN. wSIMTR(C GLASS IS ALSO OVAUF(ED. SMEATMR RS 6) SCREW ANCHOAT HEAD. SK1 & JAAQ9 SMOULO BE �S SCREWS Or SUFFICIENT Br ciHERz TO PROvIC£ Lam. i IN. mix. EuKDMENT INTO WOOD FRAME. PLACE 09 ExTERIOR FINISH J { SCREW ANCHORS.6" FROM CORNERS AND 24* O.C. MAR.. ExTERIOR BY OTHERS 0 7) BUILD DOWN AROUND CURvED PRTHON OF WMNDOw FRAME TO BE EMGwEERED BY EXTERIOR rINISH OTHERS. BUILD DOWN ARM BE OF SLWIC" STRENGTH TO ADEQUATELY BY OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. ?'J(IMETER CAULK B) FLORIDA ExTRVDERS 1000 SERES DESIGNER WINDOW SHOWN. THIS PRINT ALSO - PERIMETER CAULK BY OTHERS APPLIES TO FLOA10A ExTRuDr.RS MO SERIES &.2000 SCRES. +-vv4Dv vU:H 9) ELEVATHONS SHOW COMMON CONFIGURATIONS. IT IS M07 INTENDED 70 L-T USE OF BY OTHERS rim raaME M[ADER TH2 PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIDURATONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. 6. 2000 SERIES DESIONER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B 10) WINDOW UWF GIN ALSO BE WALED TO OTHER tWS USING ALVMeHU' TVBE HNULLION. SEE uVLuON INSTALLATION SHEETS FOR REWREMENTS. - GLAZING MR %- SEE MOTES) ExTERIOR PERIMETER CA.LU By OTHERS ExTERIOR FINISH IT OTHERS DO INSTALLATION -� ANCHOR SCREV (TT►) SHEATHING BT OTHERS -rim FRAME SILL SHIM AS REO•D.— (SEE NOTES) / _I L uH' IML Shim SPACE TVO IT rRAMIMG EXTERIOR ELEVATION 1 1 BY OTHERS CAIA,K BEMIMQ FIN i. y'� • 11 HIM AN SECTION A-AIrTIONg-A lBR�� 2�2 EXTERIOR ELEVATION FLORIDA EXTRUDERS'SANFO D. F ORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: B B I APPROVED BY: DATE:02/14/02 SCALE:NTS DING.: FLEX0037 My r• INA , %O K. cw rM ww_Mi .... an( AM. .x•r.AI,M. H,rNw MI. H.et off Ns Hu .Nr o•uA: SHIM AS RE'C'D CSEE NOTES) --------------------- CONCRETE OR MASD14RY OPENING BY OTHERS CAULK BETWEEN DON? FLANGE t Wes.^. BUCK CAULK BETWEEN PERIMETER P CRIME ER WDOD BUCK 6 MAST. OPENING By BY OTHERS OTHERS STUCCO 87.O71IERS V n c .INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR •B SCREW (TIP. WHERE ONE ?Y WOOD TAP:ONS ARZ NOT RLO'D-) BUCK By OTHERS I 1/t• MIN F EMBEDMENT SLIDING GLASS DOOR FRAME JAMB r 1/6' MAX. D T I SHIM SPACE INSTALLATION ANCHOR 08 SCREv (TrP. WHERE TAPCONS ARE TOT REO'D� SLIDING GLASS DOOR FRAME WAD TEMPERED GLASS (TYP.) DOOR HEIGHT SLIDING GLASS I' I „fJR FRAME SILL ! 1 ° it Em3EDxENt M-N. d I TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS -r-- S.G.D. WIDTH t��•►-1/A• MAX. SHIM SPACE ! 1 I/6• MIN. + �EMBCDMENT I I ONE BY WOOD � l BUCK SY OTHERS CAULK BETWEEN d vw!) BUCK t MAS'Y. OPCNRNG By OTHERS SH'x AS RED•D. �(ScE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETWEEN DOOR FLANGE t WOOD DUCK- 4 CONCRETE OR MASSY OPENING BY OTHERS CONCRETC OR MASONRY OPENING By OTHERS INSTALLATION ANCHOR � CAULK BETWEEN 3/16' DIAL TAPCON WOOD BUCK L ' MAS'Y. ,OPENING By OTHERS d CAULK BETWEEN SLIDING GLASS Dx2 Max STRIP t HOOK STRIP G WOOD DLEK 1-1/4' MIN. EM.EDMENT V I G ONC BY v[DD BUCK BY OTHERS STUCCO BY OTTERS �]'� ��p 0. B. Q.��'• EMPERED GLASS SECTION b'ACl'ORER (TYP3 ` SLIDING GLASS DOOR i �1nr. 4e X )C(Cr INTERLOCK MASTER FILE# r HOOK STRIP DETAIL T , 1) DOOR MATERIAL- ALUTDA.M ALLOT 6061 a) TA►COM ?In INSTALLATION ANCM= NUS, DE DT SIirICIEMI LCNGTM TO ACHIEVE IQM EMBEDMENT O. 1-t/4• INTO MASONRY OR CONCRETE. 3) ALTERNATE IA/CON INSTALLATION AACMORS rRONT TD DA`K IN ALL rRAMC MCMACRS. .... A) 7APCON ANCHOR CHART ON BACK OF THIS SMCCT. S) USE SILICO®ZCB ACRYLIC CAULK BEHIHO DOOR fLAMGC AT MCAD t PABS- 6) USC SILICORZED AERrLIC CAULK rqR ► ;tWTER SEAL AROUND EXTERIOR O•'DOOR. 7) W EXACT DOOR SIZE IS HOT LISTED IN ANCHOR CHART, USE ANCHOR Q)ANTITT,LISTED v!TM TCXT LARGER sin. FOR 7MC APPROPRIATE iDCSIGN PRESSURE RCD'D .. B) TOR POCKET DOOR SIZES USE CLOSEST B+PASS DOOR SIZE t COWIGURATIO) TO rIMISMCD OSNIAfi PLACC-TA►aw, IN fRO.T OF HOOK STR•P AS S-Cv ' !) GLASS THICKNESS MAY VARY PER REDIMTCMCNTS Or ASTM_E1300 GLASS CHARTS 10) ALL rACTOR7 APPLIED HOLES NOT DESIG"?ED rOR TAPCO. AMCHOI SPOLLP K rILLCD vITN RD SCRCv: Or SUrrtCICMT LCNG7M TO PROVIDE MEM 5/1' EMBEDMENT INTO WOOD BUCX - .. CI DOOR UNIT IS APPROVED USING TCMPCRra GLASS IN SMGLC GLAZED DR INSMATD4 GLASS. IE) JANB / Sttt CORERS ARE TO BE SEALED W!TM A SMALL JOINT SCAM SCALER. 13) SHIM AS RED'D AT CA SET Or INSTALLATION ANCHORS MAX ALLOVADLE SHIM STALK 7C BE I/A•. ... I•) ALL INS7ALVT10N ANCHORS MUST BE —:C Or CORRO•.10' RESISTANT MATERIALS. i5>VMER[ 'x• R£►RCSEN:S NOv1NG PA /. C 'D' RENESCNTS rIXED PANEL APhtpvLD , A �. COliGURATIONS ARE AS LISTED a AMCHC[}MR7 ON BACK Or THIS SHE•i. 16) HOT ALL COAFIGLlRATIOS LISTED ABOVE ARE SHOVM OM THIS DRA'41.G. HOWEVER INSIALLATIOa EXTERIOR ELFVc':ON SECTIONS •A -A•, '?-B', i HOOK STRIP DETAIL APPLT TO IMStALLA1104 OF ALL APPROVED COWIGUR411ONS. . 2 PANEL DOOR SH3vN 17) INSTALL 0< TAPCON W CACH PAIR or rACTORY APPLIED WSTALLATWN HOLES UNLESS 14TED OrWav!SE OM AMA CHART. SEE DACK Or TUNS WET. . ID) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOVM, THIS PRW ALSO APPLIES TO 200D SERIES AND 300 "SCRICi fc. REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLr - �,. F L 0 PHI D A INT. INC. SANFORD FL. CALLKI�& UNDER SILL INSTALLATION ANCY.E? aR SET SILL IN BED INST LA ON ANC TITLE: SLIDING GLASS DOUR IF coNcaE7E INSTALLATION WITH TAPCONS SECTION A -A vv DRAWN BY: 3B APPROVED BY: DATE:10/25/01 scALE: NTS IDWG #: FLEX0021 •+ "O'cl LICAIM CMDCNECAW PHC., M INTCRAATD>tiAL »v.. TUITC :%. nEATHiOV. rLm:.. SPX. w)•OCS-C%S rAK .07�0.•S-t)M 13 INSTALLATION ANCHOR -�-- DOOR WIDTH 1/4' MAX. SHIN SPACE INSTALLATION ANCHOR TWO By WOOD aS SCREW SHIM AS RE'0'D 1 R8 SCREW 1-1/8 MIN BY GTHERS SHEATHING EMBEDMENT BY H WOOD (SEE NOTES) BY OTHERS CAULK BETWEEN Br OTHERS DOOR FLANGE TWO v000 SLIDING GLASS t SHEATHING BY OTHERS T FRAME CAULK BETWEEN y(M3 HOOK STRIP t SHEATHING SLIDING GLASS DOOR ' ' I ROOK STRIP SHIM AS REO•D. MAX. (SEE NOTES) SHIM SPACE INSTALLATION ANCHOR 1—I/8' MIN. ` DB SCREW EMBEDMENT 1+1/5' MIN. EMBEDMENT TEMPERED GLASS (TYP) CAULK BETWEEN STUCCO DOOR FLANGE OR SIDING L SHEATHING BY OTHERS SLIDING GLASS DOOR FRAME HEAD SHEATHING PERIMETER HY OTHERS CAULK BY SHEATHING OTHERS PERIMETER CAULK BY BY OTHERS TEMPERED GLASS T Et1P£R£D G OTHERS STUCCO S,pING. (TYP.) STUCCO OR SIDING . BY OTHERS GLASS (TYP.) BY OTHERS SLIDING GLASS DOOR � ��LiJ �J.* OR �.:.`�-ii INTERLOCK��. •-i- DO FIGHTLit IIAXF SECTION B-B HOOK STRIP DETAIL RDA uD SLIDING. GLASS. DOOR FRAME SILL D 11 � MATERIAL N SC*EIa' ALLOT tot} - .. _.. .. _.. 1) . O 1I-V$-LINTO WO= TAPCONiT FE DNSTAt1K OF F AT ON LANCWRST-I SILLS MUST DE OF DH(Mt SurfICTENT LENGTH TO ACMXVC NN [MDCDEN: K l-I/+•_ Into MASONRY OR COMCRCTt :. -.. b INSTALLATION ANCHOR CHART ON DACK OF THIS SHEET... , sT USE 1XICONIZED ACRYLIC CALLA KHInO DOOR fLANGC AT HEAD t JANDS. SH USE SAIW4ZCD MMTLIC CAULK fOR ►CRDETCR SEAL A*OWD EXTERIOR OF DOOR. tI If EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CNNART• VIC ANCNDR DIIANTITY LISTED WITH KXT .. LARGER SIZE. fOR THE APPROPRIATE DESIGN PREtSUK: REO'6__...___.. __.._..__ ,_ 11 FOR POCKET DOOR SIZES USE CLOSEST DY►ASS DOOR SIZE t CDW'GLRATWM TO fDMSHED OPENING INSTALLATION ANCHORS. IN fROMT OF W01 STRIP AS SWVN ._ DH GLASS THICKNESS MAY VARY PCR REOURErEMTS OF AST. E1300 GLASS CHARTS !T DOOR WIT IS APPROVED USING TEPEACD. GLASS IN SINGLE Gta OR'tkSULATDNG GLASS. ION JAM, / SILL CORNERS ARE TO DC SEALED v1TN A SHALL JOINT.. SCAM SEALER. _.. i1> SHIM AS REO'D AT EA SET OF INSTALLATION AN:IQSi NAIL ALLOVADLE SHIN STACK TO IE 1/4'. 12H ALL INSTALLATIONN AYEM..RS MUST % MADE OF C300SION RESISTANT MATERIALS _ 13, VHERE 'K• REPRESENTS P;,IRE VT G, PANEL AND Ir RESCMTS "M /AMEL APPROVED COWIGLOtATIDMS ARE AS LISTED ON ANCWR CHART ON SACK OF THIS SHEET. EXTERIOR E L E V A T I O N 14 T 107 L COWI• A A )OHS LISTED glptt,' A "To INSTAL �� O� '",�° `AFIG, 4 EMBEDMENT CS�ifuRAT{pNi - "' D d • 1-1/4' MIN. 2 PANEL -DOOR SHOWN tSH ft 10 S SERIES A s INC SERIES SLIDING GLASS DOOR IS SWVNa THIS /R1Mi ALSO APP'-1CS TO A Z000 SERIES. AND SDO SERIES.. REV DESCRIPTION DATE INI FLORIDA EXTRUDERS LIBERALLY APPLY INT. INC. SANFORD FL d CAIJLKIM.G UNDER SILL OR SET SILL IN 8ED INSTALLATION AMCM, z T]TLE: SLIDING GLASS DOUR OF CONRETE 3/16' DIA, TAPCON. _ INSTALLATION WITH #8 SCREWS'_ __.. SECTION A-A.,DRAWN BY: °B APPROVED BY: L . F 12002 ATE: 12/17/01 !SCALE: NTS WG 111MG27 SHT 1 DF MHrr.Urt Fr+DRICT a AIMaKAfiDX EAfd•ECRN•G. INc 2Ti wi(RNYtKNHa KVT- fiM 27R..HCATHHADV, fLR:K 32TN, M-D+S-+XIS fAi ART-DOS-Dif+ a� 1000 P.VJDESIGNER SILL (TYP-) 08 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETVEEN WIMODV FLANGES - L MIR. m" SCALAbrT BETWELN- vVdW FLANMS L NALLION v `-B8 X 3/4 SELF 1wTAPPING SMS HEAD (TYP.) SEALANT VETVECN vpMv FLANGES SECTION A —A (1) L IULLION 1000 P.WDESICKR SILL (TYP) , I a8 X 3/4 SELF TAPPING SMS 1X27/16X1/8 TUBE MULLION SEALANT BETVEEM vD(DCTv FLANGES- L MULLION `#8 X 3/4 SELF �1000 SA TAPPING SMS HEAD (TYP.S SEALANT SECTION A —A W SBErWEEN L MULLION 1000 P.VJDESIGNERSEALANT BET" FLAW rVINDOW SILL (TYP3 L MILLION / s8 X 3/4 SELF TAPPDG SMS l X 4 X 1/9 T TUBE MULLION \--68 X 3/4 SELF �1000 S]i TAPPING SMS HEAD (TYP.) SECTION A —A (5) 1000 P.V./DESIGNER SILL CTYP.) B8 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION _ . A I \-09 X 3/4 SELF —Iwo Sx . TAPPING SMS MEAD (TYPE SECTION A —A (2) -1000 P.W✓DESIGNER SILL <TYPJ 89 X 3/4 SELF TAPPING ///�''S1X27/16X / TUBE MULLION r ICTVEEN-� L MULLDJI APPLIES TO HEAD & SILL WHERE I- X 4' AUXILIARY 2" X 4' TUBE MULLIONS ARE USED PL4TE AI C -alM ADDITIONAL ANCHORS. WHEN RCOMCB) G SHEATHING O O INSTALLATION ANCHM k8 VOOD SCREW (TYP.) EXTERNAL MALIGN INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS —1000 P.WDESIGNER SILL (TYP.) 49 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MULLION `18 X 3/4 SELF l— 1000 S.M. TAPPING SMS HEAD CTYP-)B8 X 3/4 SELF TAPPING SMS SECTION A —A (4) t000 sx HEAD CTYP.) . rloon P.YP. WJDESIGNER SILL RSECTION A —A (7) /1 TAPPING SMS A B•O• 1 X4X3/8 *n �( F'La TUBE MULLI 11►i a pT - 1~ \-98 X 3/4 SELF 1000 Sx TAPPING SMS HEAD (TYP.) SECTION A —A (6) DEIlILrL� i l MULLION APPLIES TO MEAD h StLL WHERE I' X 2' DETk I' X 2 7/I6'.TUBE MULUONS ARE USED 3WAAI tNoc R INSTALLATION ANCHOR 48 VIXDI SCREW (IYP) H(III 0.D L1 1/8' MIN. I EMBEDMENT I I EMBEDMENTT FLORIDA EXTRUDERS INTmATIOKAL, R'c SPMORD, FLORIDA nTLE:SER. 1000/1500 EIN SHEET 1 OF 2 TRIPLE HORIZONTAL MULLION SECTIONS ' SEE OTHER SIDE ( SHEET 2 ' OF 2).FOR DESIGN PRESSURE CAPACITIES_ DRAWN BY:MSH APPROVED BY: DATE:2/6/02 SCALB:NTS DwG- IHMFINTR TYPICAL MULLION To CONCRETE O JAMB ' SEALANT BETWEEN 1000 P.V./DESIGNER (APPLIES TO JAMB WHERE I- X 4' t LION 1000 P.V./DESIGNER SILL (TFLANGES SILL CTYPa do 2' X 4' TUBE MULLIONS ARE USED) a YP.) #8 X 3/4 SELF / #8 X 3/4 SELF TAPPING SMS TAPPING SMS CONCRETE OR MASONRY —\ BY OTHERS iX2X 1/8 1X2X3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN ONE BY WOOD FLANGESvDiDaV CENTRAL F LOREDA B.O.A.F. P" BY OTHERS r AQ ° %-#8 X 3/4 SELF U)DO Sx TAPPING SMS HEAD (TYPJ SEALAmT BETWEEN _ Wvlwv FLANGES ACTION A —A (1 L MLLION IWO P.V./DESIGNER SILL (TYPJ 08 X 3/4 SELF \ TAPPING SMS /"'1X27/16 X1/8 f---"KO11 / TUBE MULLION SEALANT BETWEEN MILL FLANGES & MILLION \--#8 X '3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN rDOV FL �FCTION A —A (3) MILL= 1000 P.V✓DESIGNER SEALANT BETWEEN SILL (TYPJ VDIDOW FLIOANGES #8 X 3/4 SELF # MUtAJOH \TAPPING SMS i X 4 X 1/9 � TUBE MULLION #8 ANCHOR 3/16' DU TAPCON SCREW ANCHOR (TYPJ —EXTERNAL MULLION INSTALLATION CLIP AQ�RFiR �A�` �LOR/Lb! �r7PUDERS ' #8 X 3/4 .SELF MASH FII� �j 1000 S H TAPPING SMS HEAD (TYPJ SECTION A —A (2i " 10 0 P.v✓DESIGNER 1000P.v✓aESIGNER r SILL (TYP.) SILL (T1Pa a #8 X 3/4 SELF #8 X 3/4 SELF TAPPDC SMS 1 X 2 7/16 X 3/8 TAPPING SMS TUBE MULLION 2 X 4 X MILLION 1 BED MIN. TUBE MULLIl7N EMBEDMENT SEALANT BETWEEN VDIDOV FLANGE i MLLIDM \-#8 X 3/4 SELF \_IOOO S.H. TAPPING SMS HEAD (TOP:)' SFCTION A —A (4i 1000 P.V /DESIGNER . SILL (TYPJ #9 X 3/4 SELF TAPPING SINS I X 4 X 3/8 r _in T TUBE MULLION VJ #8 X 3/4 SELF #8 X 3/4 SELF TAPPING. SMS 10�- TAPPING SINS 1000 S.H. HIEAD (TYPJ SA HEAD (TrPJ SF04 A —A (61 SECTION A \_#8 X 3/4 SELF TAPPING SMS 1000 SA HEAD (TYPJ SECTION A —A (7) KTAILH r A I L� A _ a-FVAMN VIEWED FROM. EXTERIOR FLORIDA EXTRUDERS wS,.m0 R ° N.A40.A TITLE. SER, 1000/ 1500 FLANGE SHEET 1- OF. 2 TRIPLE HORIZONTAL MULLION SECTIONS.:' SEE OTHER SI"DE (SHEET 2 OF 2) FOR DESIGN ".PRESSURE CAPACITIES " DRAWN mMSH A"ROVED-BY: DATE:2/6/02 ISCAMINTS : DWG.: 1HMFLGTR /9 1000 P.V./DESIGNER SILL .(TYPJ 08 X 3/4 SELF TAPPING SMS 1 X 2 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- t MILLION SEALANT i FLANGES 4 0 `--88 X 3/4 SELF t NDOW � MULLION 1000 SJL TAPPING SMS SEALANT BETWEENHEAD (TYP.) WINDOW FLANGES SECTION -A—A (1) t MULLION (�1000 P.V✓DESIGNER J SILL (TYPJ r #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION APPLIES TO HEAD & SILL WHERE I' X 4' 1000 P.VJDESIGNER & 2'X 4' TUBE MULLIONS ARE USED SILL (TYPJ AUXILIARY PLATE tTIX ADDITUP"L ANDORS. WNEN RCZAR DD C 48 X 3/4 SELF 0 DETAIL TAPPING SMS SHEATHING IX2 X3/8 0. 0 10 IL TUBE MLION — — INSTALLATION ANCHOR 08 WOOD — IItA 1 [OR SCREW (TYPJ O EXTERNAL MULLION JLJ INSTALLATION CLIP TWO BY WOOD \_08 X 3/4 S XNTRAL FW'.QMA BY OTHERS 1000 SA TAPPING "" .F. - HEAD (TYPJ ..,r btANUPACTia, HAM MULLION —_ SECTION A —A (2) r�(VJDESICiER NAB"u- FUS.i SYf 10 ___... *8 X 3/4 SELF 1000 P.VJDESIGNER !>EIIULG� � r' A TAPPING SMS SILL (TYPJ `1 X 2 7/16 X 8 l �A J TUBE MULLION t8 X 3/4 SELF ` TAPPING SMS 2 X 4 X3/e TUBE MULLION: SEALANT BETWEEN , WINDOW FLANGES . L MILLION �t8 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN A —A (3) ,SECTION WINDOW FLANGES P. MULLION 1000 P.VJDESIGNER . SEALANT BETWEEN WINDOW FLANGES, r SILL (TYPJ t.MIILLION / 08 X 3/4 SELF TAPPING SMSI X 4 X 1/8 TUBE MULLION �—#8 X 3/4 SELF TAPPING SMS 1000 SA - WAD (TYPJ . _ECTION A —A (5) SEALANT BETWEEN WINDOW FLANGE .-.- L MULLION A8 X 3/4 SELF 1000 S.H. TAPPING SMS MEAD (TYPJ SECTION A —A (4) 1000 r P.VJDESIGNER SILL (TYPJ r 08 X 3/4 SELF TAPPING SMS IXtX3/9 T TUBE MULLION 7., 1000 S.M. TAPPING SMS HEAD (TYPJ SECTION A —A (6) 1 1/8 MIN EM' IEDMENT n EVATION VIEWED FROM EXTERIOR DETAIL B APPLIES TO HEAD & SILL WHERE I' X r . a I' X 2 7/16- TUBE MULLIONS ARE USED sunmic - _ TALLATION 00102 Ui WOOD.S1:tEv (TYP! �HORLL CLIP 118 X 3/4 SELF TAPPING SMS 1000 S.M. SECTION A —A (7) HEAD (TYPJ FLORIDA EXTRUDERS txlMAnolpl~ IN SAMIM, F FMA Tnu:SER_. 1000/1.500 FIN SHEET 1 OF 2 {' •= -.TWIN HORIZONTAL MULLION SECTIONS s.� SEE OTHER SIDE (SHEET-2 OF 2) FOR = DESIGN. PRESSURE :. .CAPACITIES f kAirN BY: MSH APPROVED, BY: :, DATE:2/6/02 SCALE:NTS DWG.: 1HMFINTU SEALANT a;TyE-- V ViSv FiJ%ZEs L MULLION I:?C P.1.'./OESI5MEQ I SIL (TYP ) e8 x 3/4 SE_F I` TAPPING VM :X2XI/B T.i:= t A.--IGN SEALANT 3:TvE4N vih.'^-V FL4+C£S- L MALV-1 '--tS X 3r4 SELF :9D0 S L T APPL`IL SMS vcnx)y F•_ANCEs S+= CTION A -A (i ) s MULLMN r-IC0'3 P.V./vES;GNER I SILL (TYP.) 1 08 X 3/4 SELF \\ TAPPING SMS ' i x 2 7/I6 X 1/6j' / TUBE MULLION SEALANT H vINMV F L KiLLIGN t-R8 X 3/4 SELF i0D0 S.H. TAPPING SMS HEAD (TYP.) SEALANT BCTvEEN - CTION A -A (3) vINMv FLANGES - L MULLIQN -1740 P.V./DES: SER SEALANT BETVEEh I SELL (TYP.) vlSM.1 FLANGES . ra X 2/4 SELF L Mt,LLiGt \` TAPP:NG SMS.... _ l-M1x4xva :LIMN '--x8 X 3/4 SELF IWO S-A TAPPING SMS .. HEAD (TYPJ yFCT,ON A -•A i 'YPICAL WJLJCN TO C0.C•4ETE G JXIAB r -Ce P.V./DESIGNER Zvi e ��ls- e i ( UES TO .AMS WHERE I - X 4- y-, c r " 2 I SILL (TY:•.) k 2' X a' TU2E MULUONS ACE USED) Q� � I I nc x 3/4 SELF i I: T4P=.I< SMS 7 CCNCR-TE OR MASTERY 1! BY EITHERS \ S LNSTALLATIGN ANCHuri 3/IE' DIA. TA.P=. , SCREv ANON'-R' (7YPJ i ^••3• �• --'ON i EXTZANAL M,&LIGN LVSTALLA"ON CLIP Aff . �.O.• BUCK �_�r�E�s FI.{3s"3 A I �� MANUFACTU NAM'- aS X 3/4 SQL: to.trD9 ii i �— �vwmN Sc. TAPPING SMS S= C; i0N' A -A (9) ` 1 c 000 C.'J /?ESIGNER t i Iul P.V./D_S:GNrR r (^ SILL (TYP.) 11 SELL CFYP.) �- TE X 3/4 SEL% / ! Q TAPPING SMS S x 3/4 SELF It . i X 2 7/16 X 3/8 � ?APfIP:G SMS TUBE MV Ll:o-ti ��c X 4 X 3/8 1r it11 -- 11 �.BE ?MULLI N' I- EMBZZKEM1T SE?LAXT SETVEEN Vitikv FLAtiuE - L ML:LION _ETa2� P� �-Ve x 3/4 SELF -"Coo S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (a) 88 X 3/4 SELF IC:O F.V./DESIGNER TAPPING SMS SiL- (TYP.) —IDS: S Na X 3/4 SELF HEAD CYF; �TA?P�ING SM/7I X 4 X 3/8 SECTION A -A (7; mil 8U 11 i L;:; AT i YEVVE0 FROM EXTERIOR j ,TME: SER. 1000/ 1500 FLANGE .,SHEET 1 Gi"• c I TWIN HORI[All ZONTAL MULLION"SECTIONS i Sc uTHcK S: i= : Sn_t_ i 2 (7i. c: FOR ra X 3/4 SELF DESIGN PRESSURE CAPACITIES �- TAPPING SMS uC S.H. nEAD (TYP.) DRAWN BY: M S H TAPPROVED BY- - R A —A F)_.. FEB 15 2(��2 !DATE:2/4�^2 SCALE: N� I S DWG.: ; HMFLCT'W ..-- /7 SEALANT WINDOW i MUI LD 1000 P.VJDESIGNER SILL CTYPJ i8 X 3/4 SELF TAPPING SMS 1X2X 1/8 TUBE MULLION .SEALANT BETWEEN WINDOW FLANGES- L MULLION jlj q' '--s8 X 3/4 SELF 1000 SH TAPPING SMS SEALANT BETWEEN HEAD (TYPJ A —A Lip .LF 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION '*— ,8-X 3/4 SELF `-1000 SR .TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A —A (3) WTNDDW FLANGES i MULLION 10D0 P,V�DESIGNER SEALANT SILL (TYPJ NDOW FLANGES L rVLLlON •8 X 3/4 SELF TAPPING SMS TIX4X1/8 TUBE MULLION re X 3/4 SELF 1000 SH TAPPING SMS HEAD MP.) SECTION' A —A M 1000 P.V✓DESIGNER AUXILIARY PLATE SILL (TYPJ *OR ADDITIONAL ANCHCRL 'no+ REGUM 0 08 X 3/4 SELF DE7AIL TAPPING SMS 0 0 iX2x3/8 TUBE MULLION MUL. O I_. `a8 X 3/4 SELF�� FWRMA B'Q'K BY WOOD �.r�,��p BY (]TWA L 1DDD S.H. TAPPING SMS MAN AL. a U1irrR NAME: HEAD (TYPJ OR/ Piffle SECTION A -A (2) 1000 P.W./DESIGNER MUSTS ME # 6 rSILL (TYP) II 08 X 3/4 SELF 1000 P.V./DESIGNER TAPPING SMS SILL (TYPJ 1X27/16X3/8 TUBE MULLION s8 X 3/4 SELF TAPPING SMS /— / TUBE 4M.LLION SEALANT GEEr mRAN WDv v FLANGE - L ►Ra LION H8 X 3/4 SELF —1000 SA TAPPING SMS HEAD (TYPJ SECTION A —A (4) -1000 P.WJDESIGNER SILL (TYPJ r8 X 3/4 SELF TAPPING SMS T x a x 3/8 TUBE MULLION E �1IB X 3/4 SELF `.1000 S.H. TAPPING SMS . HEAD CTYPJ SECTION A —A (6) APPLIES TO HEAD do SILL WHERE 1" X 4" k 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 WOOD — SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION DrT� A A / -- ` i . c. t— L1 1/B' MIN EMBEDMENT TIO VIEWED FROM EXTERIOR DETNL B APPLIES TO MEAD h SILL WHERE V X 2' t r' X 2 7/16' 7VBE MULLIONS ARE USED se-v= scaly cTTP.) NOm CLIP '--s8 X 3/4 SELF TAPPING SMS i000 sm. SECTION A —A (7) J I U8 NAL HEAD (TYP E>tBEDrENT - FLORIDA EXTRUDERS ° �A 'IIMSER. 1000/1500 FIN SHEET I -OF.2 'yam Vic.- HORIZONTAL MULLION SECTIONS t SEE OTHER SIDE (SHEET 2 OF 2)' FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED :BY: ., DATE2/6/02 SCALE:NTS DWG.: 1HMFIN n IL :COO F.V./DESIGNER *e X ?/4 SELF TAFP'L'Z SN,S , SEA•�SST 3ETv�_% L �t SEALANT 9ETIWEV4, v:NDLW FLA-NMS `-•E x 3/c SEL= L rr`LICN \- :^"DO Sr6 Ta?Fih: SNS r+EAL. <I YF.i V,AL.:.Nl B_iVEE,`± Wm-3v FLAN;-S SECTION A —A . .i t4JLLi:� COO P.W./DESIGNER SILL <TYP,) B X 3/4 SELF TA -PING SHS x27/16X1/8 I—ttYl ;_ TUBE MULLION SEALANT BETWEEN WDvMV FLAN`ES- L MULLION " "—as x 3/4 SELF )QOO S.H. TAPPING SNS HEAD (TYP.) SEALANT RETVEEN c_C T i0N A —A (3) WINDOW FLA.NCES L K:LLID-N r— IOOD F.W./DESIGNER SEALANT BETWEEN SILL <TYP.) VINIXTV rLANO`S - ///-'' 06 X 3/c SELF L ?01MLIL / TAPPING SHS / /- I X 4 X I/E \ i— un / IUnL nLt,iuN Lab X 3/4 SELF S . TAPPING SNS HEAD (TYPJ _ .... _ f in A —A .f5) P.V./DES?GNER TYPICAL MULUON TO CONCRETE 6 JAMe (A°PL'ES TO JAM..S WHERE ,' Y 4' ; FTRII _ ' SILL CTY_ ., I L 2' X 4' ,USE MULUONS ARE uSZD; Q + �sq x 3/c SELF TAP%ING SMS i I 1 � CEU+CR_TE OR MASONRY ` FY THERS _ D i i ++-inSTa__a;tC� Ah F1Gi 3/:6'D.-A.2 X Sib_ i TA;'M'% S:<=V AhCkZR (TY=.) EXTERNAL KILLION i ONE BY LvE^_/ i i 1NSTA,-!ATw'N CLv # BL:C,( BY OTHERS Q I ' 7 CENTRAL FLARMA R.O.A.F. ` TAPPiN: SNs MANUFACTURER NAME: I �iEAB (T YP,) >Ey- RVfi1= RS I I. r 1COL P.W.lLESiwtR � i +: t S2 L (TYF. ` a I 8a X 3/4 SELF -'3_O P.V./DESIGNER =�1 �TAPri%G 1 % 2 7115 X 3/8 SNS f I ! I SILL (TYP.) / TuBE NULLIO.N i 4 F--1 1/4' MIN ` -e % 3:4NG SMS SELF EN:ED!-ENT !APPI • � X 4 % 3/8 i I� TUBE KILLION SEALANT BET'.'EEN VINDOV FLANGE — L KA:-Ic-N \—ae x 3/4 SE'-F 1000 S.1 TAPPING SNS HEAD <TYP) SECTION A. —A (.4) �- 1000 F.W./DESIGNER SILL (TYP.) ! r-#8 X 3/4 SELF TAPPING SY.S IX4 X3/8 �IUV I / TuiE iivLLa`u. — a2 X .3/4 SELF TAPPING SMS qs? % 3/4 SELF 'OQO S r: F-T!QN A --A-- /Ja, :t TAc ti_ E ELEVATiO VIEWED FROM EXTERIOR i'!1'IE: SER. 1000/ 15001 FLANGE SHEET I OF 2 i HORIZONTAL. iwL.L.iDi�r $E�-iDNS 1 S7E DIH7R SIDE lSHEE 2 Or 2) FOR DESIGN PRESSURE CAPACITIES is ID00 S.H. 1 X 2 x 1/8 IWO S.H. JAMB (TYP.) TUBE MULLION JAMB (TYP.> C 18 X 1/2 SELF TAPPING SMS SEALANT BETWEEN FRAME t MULLION i8 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) 1 X 2 7/16 X 1/8 1000 S.N. TUBE MULLION 1000 S.H. JAMB (TYPJ JAMB (TYPJ i8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN V14lDW FRAME i MU.LMN i8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) 1X4X1/8 TUBE MULLION 1000 S.M. 1000 S.H. JAMB (TYPJ JAMB (TYPJ c i8 X 1/2 SELF I mm� IF TAPPING SMS 1 X 2 X 3/8 TWO BY WOOD DETAIL C TUBE MULLION BUCK BY OTHERS /8 X 1/2 SELF 1 1/8, MIN. TAPPING SMS EMBEDMENT 2 X 4 X 3/8 \ SHEATHING SEALANT BETWEEN TUBE MULLION Lu *INSTALLATION ANCHOR 18 WOOD VIMWV FRAME SCREW CTTP� i MULLION �— #t8 X 1-1/2 SELF EXTERNAL MULLION TAPPING SMS INSTALLATION CLIP MULLION SECTION A —A (2) - 1000 SIa APPLIES TO HEAD & SILL WHERE 1' X 4' 1 X 2 7/16 X 3/8 JAMB (TYPJ & 2' X 4' TUBE MULLIONS ARE USED TUBE MULLION APPLIES TO HEAD & SILL WHERE 1' X 2' & I- X 2 7/16' TUBE MULLIONS ARE USED 18 X 1/2 SELF 18 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR AI i8 WOOD SCREW (TYPJ SILL CLIP i8 X 1-1/2 SELF v iDO FLANGES l Him FRS TAPPING SMS t #{S LIODU EMBE1 T �#8 X 1-1/2 SELF. SECTION A —A (7) sMcAn�a�c T TAPPING SMS DETAIL C _ SECTION A —A i4) AUXILIARY PLATE 1 X 4 X 3/8 (FOR' ADDITIONAL AIRS, WNEN REOUDZED) TUBE MULLION B•a• A A --- � 0 18 X 1/2 SELF TAPPING SMS \ SEALANT BETWEEN \\` VDYDOV FRAME L MULLION SEALANT BETWEEN vDvppv FRAME 1 MULLION 08 X 1-1/2 SELF - 98 X..1-1/2 SELF TAPPING SMS TAPP*, SMS SECTION A —A (5) SECTIONA—A (6) 18 SELF TAPPING \� SMS (TYPJ ` DETAIL B MULLION NIEWEDE FROM EXTERIOR FLORIDA EXTRUDERS S D, F O DA vl YPij,E: SER. 1000/ 1500 FIN SHEET, 1 OF 2' VERTICAL MULLION SECTIONS - 1 f 9 2a SEE OTHER S I DE ( SHEET 2 -OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: - DATE:2/6/02 SCALE:NTS DWG.: 1VMFIN iy i9S6 SiL-� /-i x 2 X ii? 1000 S.H. TUBE ML':_U;s JAM? (TYP.) #e x !/e SELF TA=Pi?tiG S?'.S j SCALANT IF -TV' ll i Mu1L�IJr TA.PPav_ SxS _ Tf N ti-A, i I) TU3E MULL.ON MSG SSi - I:'C S.tiL .)AM2 (TYP. J jAM3 (TYP.) -s x i/2 SE F TAPPLN_C SMS 1:^_C S.H. %M3 (TYP.) . SEALANT BETVE'cN VINMV FLANGES L MULL EGN L— #8 x 1-1/2 SELF TAPPING SMS S'='C110n A —A s s) /' I x 4 x 1/6 / TUBE MULLICIN W a S.H. JAMB (TYP.) . #e X 1/2 SE; F TAPPING SMS ! x2x3/8 TL'EE SV_LICN $8 X Ii2 S;_F TA?P[�G SMS X. SEALANT. 3ETVEE% � -- R8 X i-3/2 SELFc A t x Sty -$Ts:.. S=CTiOt; A —A (2; / T UB_E^ MLA_Liu`N JAMB (TYP,, 1 :9 X 1/2 SELF TAPPING SMS ONE BY WOOD_ L 3::CX by �T+cKS 1 1/4' MIN 4 EMEELMEN7 4 I � — 09 X :/2 SELF TAPPIhC SUS z #8 X !-1/2 SELF- \GSEALANT BETWEEN I SEALANT BETVEEN TAPPING SMS WTWDM-MV FLANGES VIMyGd FLANGES L 14LLLION a MULL1t1N aEQT—IQN A —A 7` �- 43 X •-• •2 SELF TAPPING 'SMS DETAIL C SECLON A -A i 4 i �1X 4X3/6 ' TUBE MULLION ' • ��0�'-i '—rI IOL --- u #9 x 1/2 SELF T APP'ING SMS ?A L C CCINCR£TE OR MAS?N2Y BY GT1 RS / 4 �. .:.-%STAi:4TI=N A,\t.C'< 3/16- ��• TAP_ -1 SCREV-A-C-CR CT >. AL I-V-LI]N hS°a_ A7 •:N :i:P M ': Cti TG CONCRUP 0 HEAL I f.'.�:LIES r� _ i4EAD k Si W-i R= 1- X U 2' X . tsE= 1AL'..L10.* ." tE 'usm,- rFTA!! d Q1 rTNST4�! ATiDN ANCHOR �� 3/16' DI.A TAPCC•N SCRE V ANb1O2 (TYP.) t S:LL CLIP `l• - EM3c3MENT t PRECAST SILL BY 13TFkR5 3lRY P C.TF .F_�- APD TICNALL ANCiPZRS �V-EN REOULRED) A,c;Y A LLJ i; O- O r,o er_c r•cohur- —/ \,. / +' I M:.9 � T'1�� --_ SMS (TYP.) EVA t L—O I VIEWED FRO.! EXTERIOR i FLORIDA EXTRUDERS= oxTlON - 'Nc ;TITLE: SER 1000/ 1-_30 FLANGE SHEET 1. OF 2 Mu=L F{;N SECTLONS V/ SEALANT BETWEEN \ SE -Al -ANT E•TVEEN l W!NIM r'LANG-.S ` VIN'JDW PLAN I-S i SE% OTHER SIDE (SHEET .,.2.` Or 2) r.I1r2 s \•- V? X 1-'_/2 SSrEA 'L€\ 11s X I-v2 SELF i ►^ELF• DES!G'4 PRESSURE CAPACITIES �— TAPPING S►ts TArPD< SMSFEB 'DRAiVN BY:MS' Sr CTiO ' t?—A , Jtl SECTt'Jy A —A..( ` FE 1 M- E:2 1 � nPPxovED BY:. - ' ; DAT / / C' SCALE. 14 T S I DWG.: j V `'r L r ao 1vC+u S.c - I X 2 X I/8 loc. sill. Jgvs 1 TJBE MU"_: LN _4M3 tTY?: S , eE X I/2 SELF TAPFTNG SMS Ix2x3/e T:;3_ PQr_:IL'N MBxI/_SELF X3/6 TAP?j4G SMS 2x4 TLBE MLLL13% I3cc S, —j ScA_��- cL•iL�N � SEA'.N. eETv EN � j VINDGV F:AAu�S .•� ` VID FLAN• u — - 1.- we x 11/2 .SELF L .:JLLION t .txX.0-1 +q;xtl.G SI+1 LltE X 1->/c Sc' S CTjQN A —A ISM S A-A (21 X27/16X1/8 ^ 1X27/16X3/e TUB'= MULLION T'3E Y.ULLI N IC S K -1 iw S-M JA.'43 CTYP.' .IAMB fTYPJ I Fk8 x 1/2 SELF ♦6 X i/c SELF TAPPING SMS TAPPING SMS TO H.CR'Z NTA_ MULLION TO Mil! vC.'r va x - SS:_;- i TRAP?:I.O Sss i UC�A'L 1. =K EX P'_:_L 1 INTERNAL CU I I --14X OR %X Mj L (TY?:) r-IINSTAL'ANCHM � I SEALANT ` GES VINw3V FLANGES �. Re X 1-I/2 SELF I �� Smv A`ICiC-Q :TYP.. t !+.JL:IIIN TAP?L� SMS 1• IECTQN A —A (7) , SILL EL : - SEALANT BETWEEN '� - SEALANT BETWEEN WINCOW FLANGES viNE•OW FLANGES we X 1-1/2 SSLF L MA.L04 L M'.,"LLION TAPP!<SMS se X 1-1/2 SE TAPPING SMS SECTION A. —A Q SECT;QjN A —A (4) X 4 X 1/8 -1 X 4 X 3/8 / TUBE M:r'LLL^.ti TU ' LION izo$ lace s.I,. Icoe s.r.. - f CrQ A Jaffa crvci D T�� c!� I18 X 1/2 SELF s8 X 1/_ SELF TAPPING SMS TAFFiNG SMS SEALANT BETWEEN SEALANT BEn.-teN W.NMW FLAhuES WLvII"W .r AriES >:e x I-1/2 SELI L MILLION -' t N1Y-_MN-- '- .. T4PFTNG SM4 —48 x 1-112 SELF TAPPING SMS I SECTION A —A "5) S T?0N' AA (;z; .. Q .: 1 1/4' MIR EME�p4ENT PtiC4ST SILL HT OTHERS AUXUAR" PLATE I CF2;Z AJDITIGKAL AW_; CRS. WIIEN FEouIREL; • 1 i ice ;Ear, T/IPPj.xG -•� .O �1i i7O ELE'J 'iy'N VAu1b ,;CN a FR-,M FLORIDA EXTRUDERS 'mSAT ORDONAL, 'Nc. SANFORD, FLORIDA 'rlrt.E:SER 1000/ 1500 FLANGE SHEET 1 OF- 2 VERTICAL MU'•_LTON INTO HORIZONTAL SEE OTHER SIi= cSHEET 2 OF 2) OR DESIGN.. PRE SS CAPACITIES DRAWN BY: MSH I APPROVED BY: DATE:2/6/02 ISCAL&INTS DWG.: 1VMHMFLG.. SEALANT BETWEEN VINDOV FLANGES L MULLION 2000 P.V./DESIGNER SILL (TYPJ 68 X 3/4 SELF TAPPING SMS iX27/16X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- & MULLION '-08 X 3/4 SELF 1000 SH TAPPING SMS HEAD (TYPJ SECTION A —A (1) CENT"L FLORWi A "'A.F. AC N � "" p. U D SEALANT BETWEEN SEALANT BETVEE WINDOW FLANGES WINDOW FLANGES L MULLION L MILLION 2000 P.V✓DESIGNER SILL (TYPJ 88 X 3/4 SELF TAPPING SMS /— I X 4 X 1/8 / TUBE MILLION APPLIES TO HEAD & SILL WHERE I' X 4' AUXIt Lew PI DETAIL C & 2' X 4' TUBE MULLIONS ARE USED 2000 P.vJDESIGNER 0= ADKTMNAL A"qmmS. v)Cm ItCW B) SILL (TYPJ O B9 X 3/4 SELF SHEATHING TAPPING SMS /�1X27/16X3/8 / TUBE MULLION INSTALLATION ANCHOR 18 WOOD LIDd SCREW (TYPJ EXTERNAL MULLION DYSTALL.ATION CLIP TWO BY WOOD BUCK BY OTHERS �-48 X 3/4 SELF 1000 SH TAPPING SMS HEAD (TYPJ 2000 P.VJDESIGNER (T SECTION A —A (2) rSILL YPJ 88 X 3/4 SELF TAPPING SMS j� 2 X 4 X 3/8 ' � II / TUBE MULLION SEALANT BETWEEN VINDDV FLANGE L MLLIDN MT�1 B8 X 3/4 SELF TAPPING SMS I k 2000 P.V /DESIGNER ' 1000 S.H. rSILL (TYP.) HEAD (TYP.> NS X 3/4 SELF SECTION A —A (5) TAPPING SMS I X 4 X 3/8 TUBE MULLION X V4.SELF 88 X 3/4 SELF \� 1000 S.H..TAPPING SMS 1000 Sit TAPPING SMS HEAD (TYR) HEAD (TYPJ SECTION A —A Q) SECTION A —A (4) MULLION .. APPLIES TO MEAD & SILL WMM I- X 2- t 1' X 2 7/16' TUBE MILLIONS ARE USED >WA>b" INSTALLATION AMC-" .. 6B w= SOiEW MW Ram L1 1/8, BUN I EMBEDMENT I IEKKDNDff FLORIDA EXTRUDERS "nSANFO° AL . N Mu: SER. 2000 FIN SHEET 1 OF 2 �- "fW!id HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DES-IGN PRESSURE «CAPACITIES )RAwN BY: MSH APPROVED BY: - )ATE:2/6/02 SCAU:NTS DwG.: 2HMFINTR - -3p 2000 P.V✓DESIGNER SILL RYPJ R8 X 3/4 SELF TAPPING SMS IX27/16X1/8 `TUBE MULLION SEALAANT SEALANT BETWEEN WINDOW FLANGES WINDOW, FLANGES' jE B' L MULLION L MILLION `t8 X 3/4 SELF 2000 S H TAPPING SMS HEAD CTYPJ SECTION A —A (1) TYPICAL MULLION TO CONCRETE O JAMB AP5 TO 2uX4' TUBE MULLIONS IMUUJONSARE USED) DETAIL� Q 2000 P.V./DESIGNER r SILL CTYPJ CONCRETE OR MASONRY_ L9 X 3/4 SELF BY OTHERS TAPPING SMS I X 2 7/16 X 3/8 _ INST ATTMNNA 3/16W ANCHOR `DL TUBE MULLION ONE BY WOOD EXTERNAL• DiSrALLATTON CUP BUCK BY OTHERS 2000 P.V✓DESIGNER MILLION �*s X 3/4 SELF SILL CTYPJ 2000 S.H. TAPPING SMS HEAD CTYPJ N8 X 3/4 SELF SECTION A —A (2) f TAPPING SMs 2X4X3/8 TUBE MULLION Q �}��.q��.q� �.®•�r• SEALANT BETWEEN L..L+� a 3i�' P WINDOW FLANGE X.•B+ a 4Jf]G'_ � t MU..LII)N LORI P R N8 X 3/4 SELF SEALANT BETWEENwbaMFLA TAPPING $MS L MLLIDN - - .- 2000 S.H. ....._ .. _.. 2000 P.V✓DESIGNER 2000 P.V✓DESIGNER HEAD RYPJ SILL (TYP.) SILL .CTYPJ SECTION A -A (5) N8 X 3/4 SELF i8 X 3/4 SELF L1 .1/4' MIN. EMBEDMENT L� A Ul.AP7MS TAPPING SMS 1 X 4 X 1/8 1 X 4 X 3/8 ELEVATION TUBE MULLION TUBE MU LION VIEWED :FROM EXTERIOR SEALANT VWINDOW XT a FLORIDAEXTRUDERS R °oxmA FLANG Tmz: SER. _.20O:Q,.ELANGE SHEET- 1 ;H1~ 2 TRIPLE 10RIZONTAL MULLION_.SECTIONS X 3/4 SELF ir8 X 3/4 SELF TAPPING SMS TAPPDrG SMS SEE OTHER SIDE (SHEET 2 [IF, 2) FOR �F2iE�AD maJ HEAD rrPJ DESIGN -PRESSURE CAPAC I T IES SECTION A -A (3) SECTION A —A (4) = ` -' 1 8 DRiWN BY: MSH APPROVED RY '; DnrE:2/6/02._. scup;NTS--�. bwG. 2HMFLCrTR-- -�9 2000 S.H. 1 X 2 7/16 X 1/8 2000 S.H. JAKB (TYP.) TUBE MULLION JAMS (TYP.) I X 2 7/16 X 3/9 TUBE MULLMN DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION 1X OR 2X MULL M8 X 1/2 SELF TAPPING SKS i8 X 1/2 SELF TAPPING SMS ��11 i�T Tl�l�• SEALANT SEALANT iNDDW FLANGES WINDOWF1ANGES� wo i8 X - TAPPING'SMS ,)AMB (TYP.) 'L- 1X OR 2X MULL vmLLL10N 1-1/2 SELF - TAPPING SNS c DETAIL 8 _ Y8 X 1/2 SELF INS_-. SECTION A -A (1). SECTION A -A W TAPPING SMS 3/16' 014 TAPCWMN �2 3/16' DUt TAPCaI SCREW ANCHOR CTYP� 1 X 4 X 1/8 1 X 4 X 3/e SILL CLIP `TUBE MULLiOFt _.. _._. _.. TUBE MULLION ` Q i 2000 S.K. 2000 SJi SEALANT BETWEEN' _ CB X 1-1/2 SELF 1 1/4' KIN ,IAMB QYP.) JAKB (TYP.) VZHDOSL MLILLICIN TAPPING SNS Q ENBEDKENT - SECTION A -A `(5Y • � T �„y NY � _ AUXiLIARY._PLATE 1/2 SELF •8 X V2 SELF ADDITD7iAL ANCi tS, WHEN REQUIRED) G SMS TAPPING SNS _ , _ flE79II_G SEALANT BETWEEN i8 X 1-1/2 SELF rc SEALA44TIAPPLI FLANVIMW FLANGES TAPPING SMS vINDOY FLANGES t MULLION 1-1/2 SEII t NULLKIN A A lUlhl TAPPING SNS SECTION A -A (3) SECTION A -A (4) tB,SELF TAPPING SKS CTYP.) -SAT ItEa FVATION VIEWED FROM EXTERIOR D9TERNATIONAi, INC $• FLORIDA EXTRUDERS ��,4i sAxFORn; FWPMA i� Tnu:SER..2000 FLANGE SHEET, 1`OF 2 ej S VD -VERTICAL MULLION INTO Ht3RIZONTALR/ SEE OTHER SIDE` CSHEET ,2.OF 2) FOR,:.DESIGN-PRESSURECAPACITIES1 8� DRAWN BY: JBH APPROVED BY. . DATE:2/2/02 SCALE: NTS.... Dwd.;: _ 2VMHMFLG . "_' _. �8 AUXILIARY PL4TF .. F F LO '41s:}f: B. O. A, F , TOR ADDITIRAL ANCHORS. VM04 REOUQtEID DFTAIL CZ 1, T-4 — p MANUAC TZJ-aR NAbff,s F�/e/pk DrW up — # 7 0 0 SEALANT BETWEEN MAME Fuz— — ViNODV FLANGES t KILLION 2000 P.V✓DESIGNER 2000 P.W✓DESIGNER SILL (TYPJ SILL "(TYPJ 0 #8 x 3/4 SELF #8 X 3/4.St— TAPPING SMS TAPPING SMS IX27/16X1/8 Ij IX27/16X3/8 TUBE MULLION TUBE MILLION SEALANT BETWEENE�] ViNDOV FLANGES . t MULION . #B X 3/4 SELF 1000 S.K TAPPING SMS HEAD (TYPJ SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN VINDW FLANGES VV=V FLANGES t. HUAMN" t ►#LL10N 2000 P.V✓DESIGNER SILL (TYPJ #8 x 3/4 SELF TAPPING SMS iX4X1/8• TUBE MULLION #8 X 3/4 SELF Iwo SAL TAPPING SMS HEAD (TYPJ APPLIES TO HEAD & SILL WHERE 1' X 4' & 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION . KTAn BETAR r� / A � 1 A 1 1/8' MI EMBEDMEN n El(bffitl VIEWED'FROM EXTERIOR DETAIL B APPLIES TO MEAD & SILL WHERE 1' X 2' .. .- _.. X 2 7/16'..TUBE YUULIONS ARE USED s�cwnac _. s# V= SCREW 20DO P.V./DESIGNER 08 X 3/4 SELF �MMIZ. CLIP SILL (TYPJ TAPPING SMS #8 X 3/4 SELF I TAPPING SMS —1000 7 S.H. SECTION A -A (5) LI LB' MIx 1 X 4 X 3/8 HEAD (TYPJ FF-- ENBEDnENT. TUBE MULLION �=4FLORIDA EXTRUDERS Ix1ExxAT1, nFLo INC NF'O RD, _ . SARIDR �rtfl.e: SER. 2000 f IN SHEET 1 OF 2 _ L� TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2> FOR #8 x 3/4 SELF DESIGN PRESSURE CAPACITIES TAPPING SMS f. - HEloco AD(TYPJ EB ?OU? DRAWN BY: MSH APPROVED BY - SECTION A -A (4) DAM-2/6/02 sCAIE: NTS > DI►G.: 2HMF INTW #B X 3/4 SELF 3000 S.K TAPPING SMS HEAD (TYPJ SECTION A -A (2) V �T FLANGE . ('MULLION .. TWO BY WOOD BUCK BY OTHEF 2000 P.V✓DESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS 2x4X3/8 TUBE MULLION E 2000 P.V./DESIGNER SILL (TYP.) K8 X 3/4 SELF TAPPING SMS 1X27/16XL/8 -1 T TUBE MULLION I WINDOWESN'AL=�" WINDOWWFI L HULLMN t NULLMN "--k8 X 3/4 SELF —2000 S.H. TAPPING. SMS HEAD MP-) SECTION A -A (1) TYPAL MULLION TO CONCRETE O JAMB (APPLIES TO JAMB WHERE I- X 4- DETAIL 8 Q do 2- X 4- TUBE MULLIONS ARE USED) r2000 P.V✓DESIGNER SILL (TYP.) 1 09 X 3/4 SELF TAPPING SMS I X 2 7/16 X 3/8 TUBE MULLION #8 X 3/4 SELF 2000 SA TAPPING SMS HEAD RYPa SECTION A —A (2) SEALANT BETWEEN WINDOW FLANGE _ L MUILMN _. JL MANUAL UR �E,.R�/� NAM-- FGvR/o,a VDfRS SEALANT BETWEEN WDIDOV FLANGES L MULLION 2000 P.V✓DESIGNER 2000 P.V✓DESIGNER SILL CTYPa SILL (TYP.) R8 X 3/4 SELF •8 X 3/4 SELF TAPPING SMS TAPPING SMS I X 4 X 1/8 1 X-4 X 3/8 ULLION TUBE MULLIM CONCRETE OR MASONRY HY OTHERS ONE BY WOOD BUCK BY OTHERS Q . —2000 P.V✓DESIGNER SILL (TYP.) L8 X 3/4 SELF TAPPING SMS 2X'4X3/8 TUBE MULLON Q DETAIL B� k9 X 3/4 SELF TAPPING SMS 2000 S.H._ HEAD CTYPa SECTION A —A (5) TUBE M SEALANT BETWEEN . WINDOW FLANGES& MULLION r I18 X 3/4 SELF N8 X 3/4 SELF `2000 S.H.TAPPING SMS TAPPING SMS 2000 S.H. HEAD CTYPa HEAD (TYPa SECTION A -A (3) = - SECTION A —A (4) 1 F 8 2002 ,—INSTALLATMN ANCHM 3/16DU► TAPC0N SCREW ANCHM (TYPJ �— EXTERNAL MULLION INSTALLATMN CLD' ,NUI.LION 1 1/4' MIN. EMBEDMENT FLFVATION' VIEWED FROM -.EXTERIOR FLORIDA EXTRUDERS RD, FLO RdIRIKDA ftTM SER.. 2000 , FLANGE - SHEET- l TWIN HORIZONTAL'MULLIdN'SECTIONS SEE OTHER SIDE (SHEET-2 OF-2)-FOR DESIGN_ .PRESSURE:. CAPACIT.I ES :. DRAIIN By. MSH APPROM.710' ; "i Q6 SEALANT BETWEEN WINDOV FLANGES t MuLLMN u MARY PLATE 6OR ADUTIONAL ANO RL VHC" REOLCAM O CEN'TRAi. FLORIDA L.O.A.F. MA EACI'1' RER NAME: o _o FG oR/1�t F,�uDt�S — VASTER FiI.E # -7 N ALIIN 0 20DO P.VJDESIGNER Zuou P.v./mEsiumn I SILL (TYP-) SILL (TYP.) 08 X 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS i X 2 7/16 X 1/8 TUBE MULLION 1 X 2 7/16-1 3/8 ` TUBE MULLION ` ` TWE WINDOW FALANT LANGESM t MILLION \-18 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYP-) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN ES— VINWV FLANGES WINDOW � ' MULLION MULLION t 2000 P.W./DESIGNER SILL (TYP.) /19 TAX 3/4 SELF TAPPING SMS 1X4X1/8 TUBE MULLION '--B8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYPE Y8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPE SECTION A —A (2) SEALANVINDO TFLANGE t MULLIOPt. 2000 P.VJDESIGNER SILL (TYP'.) 08 X 3/4 SELF TAPPING SMS I X 4 X 3/8 TUBE MULLION M8 X 3/4 SELF 1000 S:H. TAPPING SMS HEAD (TYP.) SL['TION A —A (4) TWO BY WOOD BUCK BY OTHEF 2000 P.V./DESIGNER APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR •8 WOOD SCREW (TYP.) ,--EXTERNAL MULLION DVSTALLATION CLIP ►riLLIOM . �711r A 1 SILL A 08 X 3/4 TAPPING SMS 2X4X3/8 TUBE MULLION 1 1/8' MIN. EMBEDMENT ELEVATio VIEWED FROMEXTERIOR DETAIL B APPLIES To MEAD k SILL WNfRE I' X x' k I' X 2 7/16' TUBE MUUJONS ARE UM TkAz.TUIN ANOOR ,SECTION A —A (5) to v000 satEv NORM CLIP t8 X 3/4 SELF TAPPING SMS 1000 S.H. r I �, I LB' NIK HEAD (TYP.) cmxpmoa RN TIONAT IOC FLORIDA. EXTRUDERS_: lw, FI.oRmn r=: SER. 2000 f IN SHEET i OF 2 - - HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF.2) FOR DESIGN PRESSURE -CAPACITIES: „ DRAWN BY: M$H APPROVED, DAT€:2/6/02 SCAtt;NTS-,IDTc:-2HMFIW- TYPICAL MULIJON TO CONCRETE O JAMB (APPLIES TO JAMB WHERE 1' X 4' DETAIL B & 2' X 4' TUBE MULLIONS ARE USED) Q SEALANT BETVEEN SEALANT JETWEEN VINDOV FLANGES VINDOV FLANGES CONCRETE OR MASONRY L MLLLtDN L MULLION I 8Y OTHERS 2000 P.V./DESIGNER � 20M P.VJDESIGNER INSTALLATION ANCH13R 3/16' DIA. SILL (TYPE Ste- (TYP,) TAPCON SCREV ANCHOR (TIP.) t8 X 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS ONE BY WOW EXTERNAL MILLION 1 X 2 7/16 X 3/8 INSTALLATION CLIP 1 X 2 7/16 X 1/8 `TUBE MULLION DUO( BY OTHERS TUBE MULLION ` _Q .. - MILLION 2000 P.VJDESIGNER SILL (TYPJ E8 X 3/4 SELF TAPPING SMS N8 X 3/4 SELF R8 X 3/4 SELF 2�0 S.K.TAPPING SMS 2000 TAPPING SMS 2 X 4 X 3/8 HEAD (TYP.) HEAD (TYP.) TUBE MULLION Q SECTION A (1) ACTION A —A W I SEALANT BETVEEN �+-1 1/4' MIN. VD,WOV FLANGE EMBEDMENT L MULLION .. FLORA. F. R CENT _ DETAIL Br -- A #9 X 3/4 SELF A TAPPING SMS L ON S `/WNDDOVV FLANGES 2000 S.H. 2000 P.V✓DESIGNER 2000 P.V./DESIGNER uLLION NERD (TYPE SILL (TYP.) SILL (TYP.) SECTION A —A (5) #8 X 3/4 SELF #9 X 3/4 SELF TAPPING SMS TAPPING SMS - 1 X 4.X 1/8 I X 4 X 3/8 ELEVATION �TUHE MULLION TUBE MULLION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNAD, FI , INCA - SANFORD, FZARIDA TITLE: SER. 2000 ; FLANGE SHEET: -1 OF_; 2 — - A. '��C HORIZONTAL MULLION SECTIONS se X 3/4 SELF se X 3/4 SELF r SEE OTHER SIDE (SHEET 2 OF 2). FOR TAPPING SMS TAPPING SMS �—J z000 sJi DESIGN PRESSURE-,CAPACI T I ES HEAD (TYPJWAD CTYP SECTION A —A 13) ACTION A —A l4) ',� DRAIFN �r:MSH APPRC+YSD BY �!•'• DATE:2/4/02••-r scui: NTS":;:._ Dec,: '::.2tiMFLG-��_.-- I I i ay 2000 S.H. 2000 S.N. JAMB (TYP.> I X 2 7/16 X 1/8 JAMB (TYPJ TUBE MULLION #8 X 1/2 SELF TAPPING SMS 1.. SEALANT BETWEEN WINDOW FRAME L MULLION B8 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) TWO BY WOOD — SUCK BY OTHERS 1 1/8' MIN. .. EMBEDMENT I X 2 7/16 X 3/8 TUBE MULLION 2 X 4 X 3/8 SHEATHING TUBE MULLION 08 X 1/2 SELF Lu - INSTALLATION ANCHOR i8 WOOD TAPPING .SMS SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP 20M S.M. MULLION JAMB (TYPJ APPLIES TO HEAD & .SILL WHERE 1' X 4' & 2' X 4' TUBE MULLJONS ARE USED SEALANT BETWEEN 118 X 1/2 SELF APPLIES TO HEAD k SILL WHERE 1' X 2' WINDOW FRAME TAPPING SMS do 1' X 2 7/16' TUBE MULLIONS ARE USED \ L MULLION #8 X 1-1/2 SELF INSTALLATION ANCHOR TAPPING SMS DETAILCTYP uu SCREW SECTION A --A W CE14TRAL FLOREDA B.O.A.-F. MANUFACTURER NAME:" WASTER FIB # -7 1 X 4 X I/8 1'X 4'X 3/8 TUBE MULLION -TUBE MULLION 1 _ SILL CLIP T -B SEALANBETWEEN 1k8 X 1-1/2 SELF vWDOv FLANGES 1 1/8• HIM. TAPPING SMS L MULLION EMBEDMENT 31CTION A -A (5)�- DETAIL C � ---- � vroa, Mx�wni 2000 S.H. 12000 S.H. JAMB (TYPJ JAMB (TYPJ B8 X 1/2 SELF M8 X 1/2 SELF TAPPING SMS I NJ TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINIM FRAME. L MULLION -- .;L MULLION Be X ._ 1-1/2 SELF _._.118.X 1-112 SELF TAPPING. SMS TAPPING. SMS SECTION A -A (3) SECTION A -A (4) N8 SELF 1 . AUXIUAR)�- P1A - (FOR ADDITIONAL=ANCHORS;"WHEN REQUIRED) FM 0 0 SMS (TYPJ,. ` DETAIL BMULLION ELEVATION O VIEWED'FROM EXTERIOR _ FLORIDA EXTRUDERS urrERrIATIoxnt INC .t, SANFORD, i LORiDA Tnu: SER. " 2000 F IN SHEET 1 OF "2 VERTICAL MULLION_SECTIQNS SEE DESIGNHPRESSURE-CAP-SHEET 2 EACITIES 2)"FAR DRILTRJ BY: MSH ""77 APPROVED -BY-., DATE:2/6/02 SCALE:NTS DIIc- 2VMFIN 2000S.N. IX27/16X1/8'�H� � NB (TYPJ l / TUBE MULLION i8 X 1/2 SELF TAPPING SMS N,L_ SEALANT BETWEEN WINDOW FLANGES • MULUON 1--- 48 x 1-1/2 SELF TAPPING SMS ,SECTION A —A (1 i 1X4X1/8 TUBE MULLION ONE BY VOOD DETAIL C 1 X 2 7/16 X 3/8 + BUCK BY OTHERS CONCRETE OR MASONRY 1 1/4' MIN. ^ TUBE MULLION BY QTHERS 3 EMBEDMENT Q 4 N8 X 1/2 SELF TAPPING SMS SEALANT 30 WINDOW I" t MUON t9 X 1-1/2 SELLILF TAPPING SMS SECTION A —A (2) 2000 S.H. r Tmop-1 -T - GM= T 1�i IX4X3/8, TUBE MULLION INSTALLATION ANCHOR 3/16' DIA TAPCON SCREW ANCHOR CTYPJ EXTERNAL MULLION INSTALLATION CLIP 2 X 4 X 3/8 - . - - _ _.. — n TUBE MULLION TO CONCRETE O HEAD o S.H.TYPICAL--MULUON 200 0 S.H. MULLION (APPLIES T0. HEAD.-& 9LL WHERE I' X 4 JAMB JL do .2'. X 4" TUBE ` MULLIONS ARE USED) f8 X v2.SELF DETAIL B TAPPING SMS __. INSTALLATION ANCHOR 3/16' DIA. TAPCON '.: SCREW ANCHOR (TYPJ SILL CLIP B8 x 1-1/2 SELF SEALANT- BETWEEN Q TAPPING, S IS WIPOIOv FLANGES L MULLION EMBEDMENT SECTION Am -'A (?5) T" \—PRECAST-SD.L-BY-OTHERS DETAIL C ' -. 1 - AUXILJARY 'PLATE _CFQR ADDITIDNAL.ANCijiS WHEN REQUIRED) E) _ #8 X 1—L/2 SELF I.8 X 1-1/2 SELF SMS CTYP.) DETAIL B MULLION TAPPING SMS TAPPING SMS ELEVATION E) . SECTION A —A (3) SECTION A -A (4) VIEWED FROM EXTERIOR RERFLORIDA EXTRUDERS - �> -N - sArrFFr.oRIDa- MANUFA R�— Trr : _ _ A .-: S .> 1 1 t G Uv%l VERTICAL MULLION SECTIONS ATM FiI,E # — SEE OTHER.; SIDE (;SHEET::2-,OF 2) FOR 18 DESIGN PRESSURE>CAPAC-ITIES, _ . DRAIIN BY: JBH _ — APPROVED' DATA 2/2/02_,,._ scAttr NTS D1fG 2.VIFL'G •8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN' -14_ SEALANT WINDOWBETWEEN WINDOW FLANGESGES MULLION L MULLION #9 SELF T FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2162. Builder: DR. HORTON Address: l 7 MACLXU4 PA P--),_1 (ct. Permitting Office: City, State:_'5c4 r, r ), P L Permit Number: Owner: �R, tJ Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. is this a worst case? Yes 6. Conditioned floor area (112) 2161 112 c. N/A 7. Glass area & type a. Clear - single pane 399.0 112 _ 13. Heating systems b. Clear - double pane 0.0 112 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.30 - d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 252.0(p) ft _ c. N/A _ b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int [nsul, Exterior R=4.2, 1755.2 ft2 _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 242.0 ft2 _ b. N/A c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 2227.0 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: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.18 Total as -built points: 31776 PASS Total base points: 32003 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:��2 DATE: 03.07- 1 hereby certify that this building, as designed, is in compliance with the F�et l Energy Cod OWNER/ANT DATE: , are? Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2161.0 25.78 10027.9 Single, Clear E 1.0 7.0 28.0 59.31 0.98 1633.0 Single, Clear SE 1.0 7.0 14.0 56.64 0.99 781.1 Single, Clear NE 1.0 7.0 14.0 43.65 0.99 602.1 Single, Clear N 1.0 5.2 19.0 27.96 0.97 513.3 Single, Clear N 1.0 3.0 12.0 27.96 0.90 303.4 Single, Clear S 15.0 9.0 44.0 44.66 0.51 996.8 Single, Clear W 1.0 6.2 32.0 53.47 0.97 1665.9 Single, Clear W 1.0 9.0 64.0 53.47 0.99 3402.0 Single, Clear E 1.0 7.0 39.0 59.31 0.98 2274.5 Single, Clear E 6.0 13.0 20.0 59.31 0.76 904.4 Single, Clear E 6.0 15.0 7.0 59.31 0.81 334.5 Single, Clear E 6.0 8.0 4.0 59.31 0.61 143.7 Single, Clear NW 11.0 6.2 16.0 37.74 0.57 343.1 Single, Clear N 10.0 6.2 12.0 27.96 0.66 221.6 Single, Clear N 15.0 8.0 13.0 27.96 0.64 234.3 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear S 1.0 6.2 16.0 44.66 0.95 680.8 Single, Clear S 1.0 5.2 13.0 44.66 0.93 537.4 Single, Clear S 1.0 6.2 16.0 44.66 0.95 680.8 As -Built Total: 399.0 17085.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 242.0 0.70 169.4 Concrete, Int Insul, Exterior 4.2 1755.2 1.16 2036.0 Exterior 1755.2 1.90 3334.9 Frame, Wood, Adjacent 11.0 242.0 0.70 169.4 Base Total: 1997.2 3504.3 As -Built Total: 1997.2 2205.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 28.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2227.0 2.13 4743.5 Under Attic 19.0 2227.0 2.82 X 1.00 6280.1 Base Total: 2227.0 4743.5 1 As -Built Total: 2227.0 6280.1 EnergyGauge(D DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM .66OOA-2001 ft SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab Raised Base Total: 252.0(p) -31.8 0.0 0.00 -8013.E 0.0 -8013.6 Slab -On -Grade Edge Insulation 0.0 252.0(p As -Built Total: 252.0 -31.90 -8038.8 -8038.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 2161.0 14.31 30923.9 2161.0 14.31 30923.9 Summer Base Points: 41214.8 Summer As -Built Points: 48485.4 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap X Duct X System X Ratio Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Cooling Points 41214.8 0.4266 17582.2 48485.4 48485.4 1.000 (1.087 x 1.150 x 1.00) 0.262 1.00 1.250 0.262 0.950 0.950 15103.3 15103.3 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM-60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM Points Overhang Floop Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2161.0 5.86 2279.4 Single, Clear E 1.0 7.0 28.0 9.96 1.01 280.7 Single, Clear SE 1.0 7.0 14.0 8.34 1.01 118.5 Single, Clear NE 1.0 7.0 14.0 12.00 1.00 168.0 Single, Clear N 1.0 5.2 19.0 12.32 1.00 233.5 Single, Clear N 1.0 3.0 12.0 12.32 1.00 147.2 Single, Clear S 15.0 9.0 44.0 7.73 2.17 738.1 Single, Clear W 1.0 6.2 32.0 10.74 1.00 344.4 Single, Clear W 1.0 9.0 64.0 10.74 1.00 687.0 Single, Clear E 1.0 7.0 39.0 9.96 1.01 391.0 Single, Clear E 6.0 13.0 20.0 9.96 1.05 209.8 Single, Clear E 6.0 15.0 7.0 9.96 1.04 72.7 Single, Clear E 6.0 8.0 4.0 9.96 1.11 44.4 Single, Clear NW 11.0 6.2 16.0 12.23 0.99 193.7 Single, Clear N 10.0 6.2 12.0 12.32 0.99 145.9 Single, Clear N 15.0 8.0 13.0 12.32 0.99 157.9 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear S 1.0 6.2 16.0 7.73 1.01 124.4 Single, Clear S 1.0 5.2 13.0 7.73 1.02 102.2 Single, Clear S 1.0 6.2 16.0 7.73 1.01 124.4 As -Built Total: 399.0 4455.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 242.0 1.80 435.6 Concrete, Int Insul, Exterior 4.2 1755.2 3.26 5722.0 Exterior 1755.2 2.00 3510.4 Frame, Wood, Adjacent 11.0 242.0 1.80 435.6 Base Total: 1997.2 3946.0 As -Built Total: 1997.2 6157.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 72.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2227.0 0.64 1425.3 Under Attic 19.0 2227.0 0.87 X 1.00 1937.5 Base Total: 2227.0 1425.3 1 As -Built Total: 2227.0 1937.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM-60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab _ 252.0(p) -1.9 Raised 0.0 0.00 Base Total: -478.8 0.0 -478.8 Slab -On -Grade Edge Insulation 0.0 252.0(p As -Built Total: 252.0 2.50 630.0 630.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 2161.0 -0.28 -605.1 2161.0 -0.28 -605.1 Winter Base Points: 6638.8 Winter As -Built Points: 12647.8 Total Winter X Points System = Heating Multiplier Points Total X Component Cap X Duct X System X Credit Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) = Heating Points 6638.8 0.6274 4165.2 12647.8 1 12647.8 1.000 (1.078 x 1.160 x 1.00) 0.411 1.00 1.250 0.411 0.950 0.950 6178.4 6178.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM•60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms ` Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 17582 4165 10256 32003 15103 6178 10495 31776 PASS EnergyGaugeTO DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM•60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Wind ws & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers, combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 1, ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.7 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') T Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Une. Ret: Une. AH: Garage b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit _ 4 _ b. N/A Yes _ 2161 ft' c. N/A 399.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' Y 0.0 ft' b. N/A R=0.0, 252.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=4.2, 1755.2 ft' _ R=11.0, 242.0 ft' b. N/A _ c. Conservation credits (HR-Heat recovery, Solar _ DHP-Dedicated heat pump) R=19.0, 2227.0 ft' _ 15. HVAC credits _ (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, _ PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 48.0 kBtu/hr _ SEER: 13.00 Cap: 48.0 kBtu/hr _ HSPF: 8.30 Cap: 50.0 gallons _ EF: 0.86 PT, _ I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) o4zNE sTq in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. `' ��'�' tl?•,', Builder Signature: J��Date: '.. ' )o c� Address of New Home: (if . L , 1 Cf IC-City/FL Zip: '2t"� wig *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTudesignation), your home may gatili for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2162-2163 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: DR. HORTON Notes: MODEL 2162-2163 Design 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 47111 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 47111 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2161 2161 Volume (ft3) 20716 20716 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 242 138 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1600 cfm 0.034 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 34243 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 35013 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 4081 Btuh Total latent equip. load 7673 Btuh Total equipment load 42686 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Bold4talic values have been manually overHdden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.047 cfm/Btuh 82 % 1 wr10Htsoft RIgMSuRe Resider4lalTM 5.0.64 RSR26016 2002-Feb28 19:34:49 E:\Flies\DR HORTON 2002\2163\2163.rsr Page 1 •_ 10 J RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2162-2163 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room Entire House LIVING WIC MSTR. BTH 2 Length of exposed wall 252.0 It 40.0 ft 7.0 R 11.0 It 3 Room dimensions 12.0 x 16.0 ft 12.0 x 7.0 It 13.0 x 11.0 R 4 Ceiings Condit. Option 9.6 ft heat/cool d 9.4 fti heat/cool 9.4 ft heat/cool 9.4 ft heaticool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (W) Htg Clg (ft') H19 Clg (ft) Htg Clg (it) Htg Clg 5 Gross a 14B 4.6 2.1 2154 "" "" 376 '»' »" 66 "" •"' 103 Exposed b 13C 3.2 1.2 260 '«. .,,, 0 «« .... 0 .... ,.« 0 walls and c 12C 2.9 1.9 0 0 0 •'» "" 0 "" '"' partitions- d 0.0 0.0 0 "« «,. 0 .«. ..« 0 ..« «.. 0 e 0.0 0.0 0 «., ..,. 0 ..,. .,.. 0 .... «« 0 ..,. .... f 0.0 0.0 0 „« ,.« 0 .,., .,,, 0 «., .«. 0 ..., .«. 6 Windows and a 1C 37.0 '" 258 9536 "" 56 2070 "" 0 0 »» 19 702 glass doers b 8C 37.0 108 3992 »" 0 0 "" 0 0 »" 0 0 "» Heating c 9C 38.7 33 1278 »" 0 0 "" 0 0 "" 0 0 "» d 0.0 " 0 0 "" 0 0 »" 0 0 "" 0 0 e 0.0 0 0 0 0 "" 0 0 "'• 0 0 f 0.0 0 0 "" 0 0 "" 0 0`»' 0 0 »" 7 Windows and North 22.2 82 "" 1812 13 "" 269 0 •»' 0 3 »» 58 glass doors NE/NW 39.4 201 »» 7919 0 '»' 0 0 0 0 0 Cooling E/W 54.4 14 "" 762 14 "" 762 0 '»• 0 0 »" 0 SE/SW 51.6 99 »" 5099 25 "» 1188 0 "" 0 16 »» 766 South 30.4 4 "" 113 4 "" 113 0 "" 0 0 »" 0 Horn 0.0 0 ""' 0 0 "" 0 0 "" 0 0 "» 0 8 Other doors a 11A 18.9 12.7 18 340 229 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1755 8088 3614 320 1475 659 66 303 135 84 389 174 exposed b 13C 3.2 1.2 242 762 283 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2227 3777 4957 192 326 427 84 142 187 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 252 6532 0 40 1037 0 7 181 0 11 285 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 20.41 6.6 4171 8524 27401 56 11451 368 01 0 0 19 3881 125 13 Subtotal loss=6+8..+11+12 •"' 42829 '»' "" 6052 "" .... 627 `•" '»' 2007 »» Less external heating "" 0 »" 0 "» »" 0 »» "» 0 "» Less transfer ••.. 0 "" ""' 0 '»' "» 0 '»` '»' 0 "» 14 Dud loss 10 4283 "" 10% 605 '»' 10% 63 "» 10°/ -101 »» 15 Total loss = 13+14 `»' 47111 «« .... 6657 .... .... 690 «« ..« 2208 «« 16 Int. gains: People Q 300 6 »" 1800 0 "» 0 0 »» 0 0 »» 0 Appl. @ 1200 2 ••» 1800 0 .... 0 0 "•' 0 0 '•'• 0 17 Subtot RSH gain=7+8..+12+16 '•» »" 31130 '»' •"' 3787 •'•' •"• 322 "" "" 1441 Less external cooling '••' »" 0 «•• '»• 0 0 «« »'• 0 Less transfer `"' »» 0 "" '»' 0 »" »" 0 '»' »" 0 18 Dud gain 10"/ «« 3113 10 DA 379 10°/ - 32 10°/ »" 144 19 Total RSH gain=(17+18)`PLF 1.00 - 34243 1.00 '»' 4165 1.00 «« 355 1.00 "" 1585 201 Air required (cfm) - 1600 1600 "" 226 195 "» 23 17 - 75 74 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsolFt Right -Suite ResiderdialTM 5.0.64 RSR26016 2002-Feb-28 19:34:49 ,4a5k E:\Files\DR HORTON 2002\2163\2163.rsr Page 1 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2162-2163 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room MSTR. BR FAMILY FOY/DIN UTIL. 2 Length of exposed wall 46.0 ft 10.0 ft 28.0 ft 7.0 ft 3 Room dimensions 13.0 x 18.0 ft 14.0 x 20.0 ft 18.0 x 14.0 ft 7.0 x 12.0 ft 4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heaUcool 11.0 ft 1heat/cool 9.4 ft heaVcool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Cig (ft') Htg I Cig (ft') Htg I Cig (ft') Htg Clg (ft') Htg Clg 5 Gross a 14B 4.6 2.1 432 "" "" 94 "" '•" 264 "" "" 0 Exposed b 13C 3.2 1.2 0 .... .«. 0 ,.« «.. 44 •.,, .«. 66 -«• .«, walls and c 12C 2.9 1.9 0 "" "" 0 "" "" 00 "" "•' 0 partitions. d 0.0 0.0 0 "" •'•' 0 '•" •••• •••' •••• 0 •"• «•• e 0.0 0.0 0 .... .... 0 .«. ,... 0 .... ,.« 0 .... f0.0 0.0 0 .... ..« 0 ,... .... 0 .... ,... 0 .... ,... 6 Windows and a 1C 37.0 •• 44 1626 '•" 0 0 "" 50 1848 "" 0 0 «" glass doors b 8C 37.0 '• 44 1626 "" 64 2365 '••• 0 0 0 0 Heating c 9C 38.7 0 0 0 0 20 774 .... 0 0 d 0.0 0 0 "" 0 0•"' 0 0 "" 0 0•"' e 0.0 '• 0 0 "" 0 0 "" 0 0 "" 0 0 •.. f 0.0 0 0 "" 0 0 .- 0 0 "" 0 0 7 Windows and North 22.2 4 "" 77 0 ."' 0 21 "" 571 0 "'•• 0 glass doors NE/NW 39.4 76 "" 2994 64 '�� 2522 0 'tip 0 0 "�� 0 Cooling ENV 54.4 0 0 0 0 0' 0 0 '�� 0 SE/SW 51.6 8 390 0 0 49 "" 2756 0 ' 0 South 30.4 0 "•' 0 0 "'• 0 0 .- 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 18 340 229 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 344 1587 709 30 138 62 194 894 399 0 0 0 exposed b 13C 3.2 1.2 0 0 0 0 0 0 44 139 51 48 151 56 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 234 397 521 280 475 623 316 536 703 84 142 187 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 46 1192 0 10 259 0 28 726 0 7 181 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 20.41 6.6 88 1799 5781 64 13081 421 701 1431 4601 18 3681 118 13 Subtotal loss=6+8..+11+12 "" 8228 "" "" 4546 - •"' «« "« 1183 "•' Less external heating "•' 0 ""• ""' 0 •'•' "'• •'•' "" 0 Less transfer •«• 0 "" "" 0 .... «« «.. ..« 0 .«. 14 Duct loss 10 823 "" 10% 455 "" 10% J63480 '•" 10° 118 15 Total loss = 13+14 «•• 9050 •«. «« 5001 •••• «« ••« •+•+ 130116 Int. gains: People @ 300 1""300 4 "'i 1200 1 300 0 - 0 Appl. @ 1200 0 "" 0 0 0 0 0 1 600 17 Subtot RSH gain=7+8..+12+16 "" "•' 'W9 "" "'• 4827 "" '•" 5242 "" «" 1191 Less external cooling '«• «« 0 .... «« 0 «« «« 0 ..« «« 0 Less transfer «•• •«. 0 «,. .,« 0 «« «« 0 .«. «« 0 18 Duct gain 10 - 557 10 OA 483 100A 524 10 •"' 119 19 Total RSH gain=(17+18)'PLF 1.00 6126 1.00 ""' S310 1.00 "" 5766 1.00 "« 1310 20 Air required (cfm) 307 286 "« 170 248 ""' 237 269 - 44 61 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. c wr14Cj"tsoft Right -Suite ResiderdWa 5.0.64 RSR26016 2002-Feb-28 19:34:49 AM E:\Files\DR HORTON 2002\2163\2163.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2162-2163 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room KITCHEN NOOK BTH3 BDRM2 2 Length of exposed wall 0.0 ft 12.0 ft 17.0 ft 27.0 ft 3 Room dimensions 11.0 x 15.0 ft 14.0 x 8.0 It 10.0 x 7.0 ft 12.0 x 13.0 ft 4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 It heat/cool 9.4 It heat/cool 9.4 ft Iheat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft) Htg I Clg (ft°) Htg Cig (ft.) Htg I Clg (ft2) Htg Clg 5 Gross a 14B 4.6 2.1 0 - "'" 113 "" "'" 160 - '"' 254 "" Exposed b 13C 3.2 1.2 0 "" •••• 0 «•• •,•, 0 "" "" 0 "" •••• walls and c 12C 2.9 1.9 0 0 0 0 partitions- d 0.0 0.0 0 ••.. "" 0 •'•' «•• 0 •••, •,•• 0 «,• �••• e 0.0 0.0 0 .... «.. 0 0 «.. .... 0 .... f 0.0 0.0 0 «.. ..,. 0 ..., ,.., o ..., .,.. 0 ..« .... 6 Windows and a 1C 37.0 0 0 ""' 28 1035 "" 0 0 "" 16 591 glass doors b 8C 37.0 0 0 "" 0 0 ... 0 0 "" 0 0 Heating c 9C 38.7 0 0 "" 0 0 ""' 13 503 - 0 0 d 0.0 0 0 ""' 0 0 "" 0 0 "" 0 0 e 0.0 0 0'"'" 0 0'"" 0 0- 0 0 f 0.0 0 0 "" 0 0 "" 0 0 "" 0 0 7 Windows and North 22.2 0 "" 0 28 "" 571 13 "" 265 0 "" 0 glass doors NE/NW 39.4 0 .... 0 0 0 0 ':;� 0 16 ... 630 Cooling E' NV 54.4 0 0 0 0 0 0 0 "�� 0 SE/SW 51.6 0 0 0 0 0'"" 0 0 0 South 30.4 0 "" 0 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 ""' 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 85 391 175 147 676 302 238 1096 490 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 165 280 367 112 190 249 70 119 156 156 265 347 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 12 311 0 17 441 0 27 700 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.4 6.6 0 0 0 28 572 184 13 266 85 16 3271 105 13 Subtotal loss=6+8..+11+12 "" 280 "" "" 2499 «" "" 2005 "" "" 2979 «" Less external heating ,•« 0 •«• •••, 0 «.. ..« 0 «.. «« 0 «« Less transfer ,•« 0 •«• •••• 0 •••• •••• 0 «•• ••« 0 •«• 14 Duct loss 10% 28 "" 10% 250 "" 10°/ 200 "" 10 vA 298 15 Total loss = 13+14 - 308 «" "" 2749 2205 '«' - 3277 16 Int. gains: People @ 300 0 "" 0 0 "" 0 0 "" 0 0 "" 0 Appl. aQ 1200 1 '«' 1200 0 "" 0 0 "" 0 0 "" 0 17 Subtot RSH gain=7+8..+12+16 "" '«' 1567 "" "" 1179 "" "" 809 - "" 1572 Less external cooling •«. .,« 0 «,. ,«. 0 .«. ..« 0 «« .... 0 Less transfer «•• •«. 0 .«. .... 0 .«. «« 0 .«. .«. 0 18 Duct gain 10 "" 157 10o% "" 118 10% "" 81 10% .... 157 19 Total RSH gain=(17+18)'PLF 1.00 ""' 1724 1.00 ""' 1297 1.00 "" 890 1.00 - 1730 20 Air required (cfm) "" 10 81 "" 93 61 "" 75 42 "" 111 81 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�gl �t5o1FC Rigtt-Suite Residential- 5.0.64 RSR26016 2002-Feb-28 19:34:49 ,4M E:\Files\DR HORTON 2002\2163\2163.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2162-2163 8.31.01 MANUAL J: 7th Ed. 1 Name of room BDRM3 BTH2 BDRM4 2 Length of exposed wall 12.0 tt 6.0 ft 29.0 ft 3 Room dimensions 12.0 x 13.0 ft 11.0 x 6.0 ft 13.0 x 13.0 ft 4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 111 heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg (ft') Htg Clg (ft') Htg Clg (fi') Htg Cig Htg Clg 5 Gross a 14B 4.6 2.1 113 "" '•" 56 "" "" 123 '•" «" "" "•` Exposed b 13C 3.2 1.2 0 "" "" 0 '•" «'. 150 '"• "" •"' .... walls and c 12C 2.9 1.9 0 "" "•' 0 `•" •"` 0 "« "" `"' "" partitions d 0.0 0.0 0 •"• •"• 0 "" "" 0 •••' '«' "•• "'• e 0.0 0.0 0 .,.. .... 0 .... .... 0 ,... .». .... .... f 0.0 0.0 0 .,.. .... 0 .... .». 0 .... ».. ».. .... 6 Windows and a 1C 37.0 16 591 "" 13 480 "" 16 591 glass doers b 8C 37.0 " 0 0 "" 0 0 "" 0 0 Heating c 9C 38.7 " 0 0 "« 0 0`«' 0 0 d 0.0 " 0 0 "« 0 0 "" 0 0 e 0.0 '• 0 0 «•' 0 0 "" 0 0 7 Windows and North 22.2 0 «" 0 0 `•" 0 0 «" 0 glass doors NE/NW 39.4 16 •"' 630 13 "" 512 16 "" 630 Cooling E/W 54.4 0 "" 0 0 "" 0 0 "" 0 "'• SE/SW 51.6 0 "" 0 0 "" 0 0 "" 0 '•" South 30.4 0 "" 0 0 «" 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 01 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 97 446 199 43 200 89 107 493 220 exposed b 13C 3.2 1.2 0 0 0 0 0 0 150 473 176 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 66 112 147 169 287 376 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 12 311 0 6 156 0 29 752 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 20.41 6.6 16 327 1051 13 2661 85 161 327 105 13 Subtotal loss=6+8..+11+12 «" 1940 "" "" 1214 "•• '•.. 2922 - ».. "« Less external heating »» 0 `«. '»` 0 "" «» 0 "" "" •»' Less transfer "•• 0 '•» •'•• 0 "•` •«• 0 "" `"` ».. 14 Duct loss 10% 194 10 IA 121 •• • 10°/ 292 .... ° .... 15 Total loss = 13+14 `». 2134 »•• «» 1335 '«' "" 3215 16 Int. gains: People @ 300 0 '"' 0 0 '«' 0 0 '•" 0 Appl. Q 1200 0 »•• 0 0 »,• 0 0 ••» 0 »» 17 Subtot RSH gain=7+8..+12+16 «" "" 1282 "" «'• 834 "•` "" 1508 Less external cooling •••• •••' 0 •••• •••• 0 •••• •••• 0 »« •«• Less transfer "" •••, 0 •••• •••• 0 ••» •••• 0 ••» ••« 18 Duct gain 10°/ "« 128 101A 83 10°/ "« 151 °/ 19 Total RSH gain=(17+18)'PLF 1.00 "" 1410 1.00 "" 917 1.00 "" 1658 "•' 201 Air required (cfm) "" I 72 66 "« 45 43 »» 109 77 «" Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wr�ghtsofit Right -Suite Residential TM 5.0.64 RSR26016 2002-Feb-28 19:34:49 14W'. E:\FilesiDR HORTON 2002t2183t2163.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2162-2163 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n -sw a C n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 28.0 2.9 a n w a C n 0 d 1 1 90 1.0 1.0 1.0 6.0 54.4 14.0 0.0 a n s a C n 0 d 1 1 90 1.0 1.0 1.0 6.0 30.4 14.0 10.3 WIC a n se a C n 0 d 1 a n se a C n 0 d 1 a n ne a C n 0 d 1 b n nw a c n 0 d 1 b n ne a c n 0 d 1 a n sw a c n 0 d 1 a n sw a c n 0 n 1 a n sw a c n 0 n 1 C n sw a c n 0 n 1 a n e a c n 0 d 1 a n se a c n 0 d 1 C n se a c n 0 d 1 MSTR. BTH 1 90 1.0 1.0 1.0 4.2 47.4 19.0 2.9 MSTR. BR 1 90 1.0 1.0 1.0 2.0 47.4 12.0 3.8 1 90 1.0 1.0 1.0 5.2 39.4 32.0 0.0 1 90 1.0 15.0 1.0 8.0 39.4 44.0 0.0 FAMILY 1 90 1.0 1.0 1.0 8.0 39.4 64.0 0.0 FOY/DIN 1 90 1.0 1.0 1.0 6.0 47.4 39.0 4.1 1 90 1.0 6.0 8.0 7.0 76.4 7.0 1.8 1 90 1.0 6.0 6.0 2.0 76.4 4.0 4.0 1 90 1.0 6.0 6.0 7.0 76.4 20.0 10.8 UTIL. KITCHEN NOOK 1 90 1.0 11.0 1.0 5.2 54.4 16.0 16.0 1 90 1.0 10.0 1.0 5.2 47.4 12.0 12.0 BTH3 1 90 1.0 15.0 1.0 7.0 47.4 13.0 13.0 C wrig htSOft Right -Suite ResidentialTM 5.0.64 RSR26016 2002-Feb-28 19:34:49 CA E:\Files\DR HORTON 2002\2163\2163.rsr Page 1 BDRM2 ' a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.2 39.4 16.0 0.0 BDRM3 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.2 39.4 16.0 0.0 BTH2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 4.2 39.4 13.0 0.0 BDRM4 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.2 39.4 16.0 0.0 ~ WiY1ghtSOft Right -Suite ResiderdialTM 5.0.64 RSR26016 2002-Feb-28 19:34:49 )m E:\Files\DR HORTON 2002\2163\2163.rsr Page 2 r both avct to roof Cap, ./ion 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL AN u it r both 0-t to rooi cop ./fan 4• tnth duct .O roof cop /ion -light ❑Q Y J Q E g � } N z 1 O f2 Cd > o w � Q OC) O NOTE: T.ELEV'A•-1H6-SH ELEV•8'-1H6-SH ARCHED TOP 2.ELEw8'3366-SSH ARCHED TOP t.Rnot wSOMtt .aLL WIC ,loops Z lE O ~ N Lil SQ.FT. CZC. S Of ^' C7 M 1ST FLOOR 2161 SO, FT. FT. GARAGE 418 S0. ENTRY m % 34 SO. FT. C PO" 154 SO. FT. m Cu Rating TOTAL 2767 SO. FT.. O } > z ow z o6i3 J Q I•- co F— Q J O O Q CC Must have a nininun clearance of 4 inches around the air handler per the State Energy code. All duct has On r=6. insulotion value. m D_ J U) 0 O r ENGINEERING PACKAGE ,.AkBUILDER: PROJECT: MODELBUILDING: Yariows mLwol 'a X1o1z'- 5LX5 a /47a Yr /n :9 REVISION DATE: aIc`W.pI03' CDC NEW LOAD: 001. CARPENTER CONTRACTORS OF AMERICA, INC. 3900 AVENUE G. N.W. 11 WINTER HAVEN, FLORIDA 33880 U �� PH (800) 959-8806 FAX (941) 294-7934 � of � I WM THE 19g7.6W°W1) BUILO104 CWF, W1TN A6C£-9 CDMMRNTARY'I 110 M PN pj 1 p O. YELoc l"{'`f F Ame- 4 &JOH. N6B L �y 5.-P. #ZN TO 01) l� fad &U,V iV/48s 2�R INTE- &Aj Ty. NAILER DEMO } L)_ I mot. �o % . �x -• . _ irll 3-t6d►sr,iLs .,�4 Z-Ira TOE}JAltw ,�.< .►. I.1NC E•19 � V "�� } .'ty AIR 6'jj&4 32310 . MAX• SOP. �p,'t If1Qq�. � N' -...; : . t ,tom IMMOFPL' •�i ice: �' DAVID NORRIS ENGINEERING 112 COLMAN RD. WINTER HAVEN, FL 33880 �� •{� �'� P�� SPpCIf d'�' CL13 WEB BRACI{', SUL-3ST11'UTION 'I'IIIs iwnll. IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB IMACING MET1101) IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLH 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, RERUN DESIGN WITH APPROPRIATE HRA('INC WFII MEA SI'I.E: 2X3 ON 2X3 (Ili 2X6 2X6 - - 2X6 2Xt1 HER SPECIFIED CLS ALTERNATIVE BRACING BRACING T-BRACE SCAB BRACE 2X4 I ROW 2X4 1-2X4 2X4 2 ROWS 2X6 2-2X4 -- I ROW 2X4 1-2X6 2 ROWS 2X6 2-2X4(*) _— I. ROW 2X6 I-2X6 2 ROWS 2X6 2-2X6(*) 1' III0(1? AND SCAR BRACE TO BE SAME SPECIES AND GRADE OR LIE:'I"I'E:i( THAN WED MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 110% OF WE13 MEMBER LENGTH --- - -,F SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE 1'IIAN (1) SCAB PER FACE. A9"1'ACIi WITH 10f1 NAILS AT 6" O.C. SC:AH HRACN IS A MINIMUM 110% OF WEII MEMBER LE:NGTII D THIS DRAWING REPLACES DRAWING 579,640 ..VARNM-- TRUSSES REOLRRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING ....„...,,_....�....'^^ aT,; TC. LI. PSI CLH SURST. D BRACIMII REFER 10 1fC6-9I OLANDLING INSTALLING AND IWACINGT, PUBLISIEB BY IPI (TRUSS ATE INSif iU/E, 58] RiBAB'RYO lift, SUl TE 2�, MADISUN, WI 5]%19) flDt SAFE iY PRACIICLS P RICK It, PEkftlRHfNG111ESE FUtCTIONS. UNLESS OTHERWISE INDCCAIED, TOP CfaTRD SIIALL HAVE 'DER p,C----- ,.�'i :• TC DI.. PSI" .REF —�1- DALE 06/25/99_ — PROPERLY ATTACHED Sfaijc1URAL PANELS AND !p]•••.TIOM CHWO SHALL LAVE A PROPERLY AI TACtCG RIGID C EILING-—IMPORIANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. } y �}:• 110. BC D� PSV DRWCf I3RC1 13SU13O699 ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ;* — DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICAIIHG, R nA PSf CNG Iy�(,((lI(AR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITII APPLICABLE C' BC l.L RCIVISIANS OF NOS (NATIONAL DESIGN SPECIFICATION PIIBLISHFD BY 111E AMERICAN F(IItf.ST AND •APER ASSIIC.IAIBIINT AND IPI. AI PINC CONfEClOAS ARC. MADE Of e",A ASIM AL53 GR40 LAI V. Sit TO Qi STATE OF • I H ( L D. PSI /L XCEPI AS ROIL O. APPLY LI'MINA C.IINS ICI EAfll FACE Ill' IRUYS AND. DOA 1 SS (MCIOVISC I (WA11 II OYO ¢ f18S pESI&N. PUSH TIIYN CIINHC'ClflkS' PCR DRAWINGS 160 A-Z. fit, SLAT f1r4 1111S 0kAVIN& INDICAIIS;AMN ACCEPTANCE Of PRUICSSICNAI. Cti(AWERIN( RESPONSIBILIIY III CLY FOIL NA: miss CfWPf1NENT "f+f L IIl1R I AL. __ DESIGN SIWVN THE SY1iTABILITY AND USE Clf THIS COnPOtNf HT FOR ANY PARTICULAR DULL DOING F Rf.SPtkiStBit liv (IF (Ili BIOI DING DESIGIER. PER aNSiilPt 1-1995 S.Ci f SPACING ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Tim Nick Carpenter Contractors 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Tim: This is to confirm our conversation earlier today that a 2x4 utility grade Spruce -Pine -Fir may be used in lieu of a 1x4 #3 Hem -Fir, for continuous lateral bracing. If we can be of further assistance or if you have any questions, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. 0 ' - Walter P. Finn, P.E. Senior Chief Engineer Lal 08/ 25/ 1898 18:53• 19412943329 - (CA FIiJ ! _ PAGE a2 t . .:Norris Engineering and Drafting Services ].12.0agb" Rm4 Wb*sr Haven, FL 33880 s Pbmm (941)ti 299-301W , `r TO "bk ••IT' MAX.• cbffd RDT:. r ' This 7 tti� is ' Uteraded to address the issue of deflgdtidn in . =f trusses: ".*aii unavoidable fact of physics;. roof trusses . are 1ailQo d : ta• asf],act up to a specified amount, : while 'still Mee'�Sag; deflection ,!ri.teria requirements. Ali. hough ,jkaAY.'•fact6r9 contribute to the amount of deflection. ' 14 a speoifi,c:•tress's design, the difference in deflection• amounts •pf trusses 68jrc t�'diffexent .desimi conditions ,may pcse. an {Y*. aeitiaeitic'ptobl "ia'• the• ceiling and/or roof place. � One procedure that may minimize the appearance aP'noticeable defleetlOA •dlfferep,ce would be the installation of., 1121" TEIC i 16"•,'1441;.• APA • CDX '•(o= OSB) strongbacks staq%ftrO4 'throughout thn ArRA `of tsc)e3rn ,prior to applying any dead Load:: The _ plywood 'stobgiacl�� should be nailed to each tress with (8 ), 1 Od ;tiai� s tzckeci • throughout the 16" . heigb t of 'tile stc+r+gha�k'. Ia•:liou of .plywood,'ttrongbaeks,. 2 x 8 #2 'Southex P1.ne ,. •' ` s Gzengbacks ii¢ay lie isea or 2 x 8 # 3 S.P. with no • dcnots or j . 'Imm rfect4oni%;La then bottom surfaoo. The 2 x 8 � trongbacka :shoplo be•• nailed each truss with (3) 16d nails into 'eaoli Eith�x ehgYca Hof ,str•dngbaoko ohould tics tho true¢ea .t000thexr, • -az d--piovide a- more uniform deflection in the area: of: transition: The 'strougbacds bracing material is in addition* tQ.'any . permarieat C •, builds-ng bie:c4a4„3V"q: fled by building designer .and/or truss " ma`ni faOturer, : and- -kill not.adversely affect the performapce,: of ' L'tse 1cvc 'l.risears• ' itY any way. , s rf 'you have .eii'y: questions, pie&6e feel free Lo couLru L'B61, x i:chaealis: at. Carp�ntei Contractors of America, Ilic. (813 } 294 64.49;r ' t Sincer,alg; ,R 0. Dav1d:1.' Norris,;'P...'. • FIs::i� ' 321.6.E . . ' ;.:'✓ � 74PWV;e c V 4 R-9596 19412943329 08-25-96 11:01AM 'P002 #04 This Is A Dangerous Condition �— b7uathfrp 'f0 PRLVL•'NT THIS C•AILURE, ANCIIOR �usion aadaf«d`�OR RESTRAIN THE buculne, LATERAN, HRACINGI METHOD SIIOWN AT CwlUnlrous letersl bTaclrp maintains specift but �USE (2), ® & 0t OR ANOTHER perntlis lateral b"Lllnt STRUCTURALLY SOUND °� � � 'el METHOD SPECIFIED BY PROFESSIONAL ENGINEER — Dealing for trusses OR ARCHITECT. 2 ANCHORAGE BY BUILDING DESIGNER (Other anchorage provisions for other types of walls). r- sllwOthlny Q l= 0 O C G c� o o a O G G C O O C cm O O O O o ALt-PIN o cm TRUSS 1=1 t=3 O O O O O Ancharella (by building desiprlsr) Into sold 004 welf-astlafns lateral INacb19, tlla sby prsysnfhpl wsls buckllrp. Continuous lateral bNacing. cc/npression web ANCHORAGE OR RESTVAIN'P OF LATERAL BRACING 'Fite drawing below shows how ,t6 restrain the CLB (9m) needed in trusses (drwg. shows EXAMPLE TRUSSES as SCISSORS STYLE) when the adjacent trusses have a different configuration (FINK shown here.) The Lateral Brace restraining members are 2x4ts ('1, the ends of which are attached to TOP G BOTTOM chords. The diagonal brace may be attached to the CLU or the web opposite the CLB. Use the same nailing shown in 3A. Alpine standard drawing 137 shows various types of anchorage or restraints for cootintimus lateral bracing. Among them is a cast where the web lateral bracing is anchored by a diagonal brace at 43 degrees from a borizonlat plant. A 5 degree deviation is structurally acceptable. if the deviation is greater than 5 degrees, a second diagonal brace shall to provided such as to maim an "X". The CLB as acll [; p p R as both ends of this diagonal brace shalt be anchored with 2- 16d common nails. 3 A D 8 R TRUSSES M TRUSSES DIAGONAL BRACE: RESTRAINT (SCISSO WITHIN THE UNIT (3A 6 3B) STYLE) &IaalhlR9 compression web-alo or vertical, at web aesdinq braolnq. . as•. Continuous la« el kwace 1I1.4gonal hrau uay,crayarae more than 2 trussed. depondLaq an Cruse height. Il11IMPORTANT*W*-P"a Ewl1EERE0 P1IODUCT" INC. SHALL 1401 OE AESPOOME FOR ANY DEYtATIOR fVA9 IRIS DESIGN OA THEM SPECrf ICAT10NG. OR ANY FAILURE 10 BUILD THE IMES IN COIIFOMWICE WITH "TM SY Jet - "Joe CONNECTORS ARE HAOC OF 206A OALV. STEEL NEETIIXI ASIN A446 GR 8 EXCEPT AS MTEO. APPLY CORRECTORS TO EACH FACE OF TRUES A10 UNLESS OTIEANISE LOCATED ON THIS DESIGN, POSITIOH CONNECTORS PER DRAWINGS ISO. 160 t IGOA-F. DESIGN STAIVA/OS CCMWORH N/APPLICAME PNaVlstons, OF MS C let. AN ENOIIEER'S SEAL 011 IIIIS OAANIIO APPLIES TO NE COMPOHEIt7 DEPICTED HERE Ill OILY. AID SHALL NUI WE PELIEO WON 11t All/ CHAIR NAY. •--TPI - TALKS PLATE 01511111N. rIDS - 1991 0411101w. Oft 294 13 or Stud 9ra1 Diagonal Waco nailed to oppollte side of well plsl tateral nrovarttem and air/ ba Iapeated at approNhnl 20 fowl lotslvals. Attach with (2)-161 at ucb sad to chat and to arch o1 Walla conciauoue lateral WARNIhIGTIaRssE9 NEout1E EXTREME CAM TN 1WOL1 00. ERECTION AM BRACING. SEE t118-91 8Y IPI. SEE THIS DESIGN FOR AWITIOIUL SPECIAL PEN WENT PNACIM NE aulRElENts. ULE95 Ofilemise TROICAIED,TOP CH M SHALL K LAIENALLY GHAMO WITH PNOPEA LY ATIACIED PLYNOOO S1EA1NNIG, GOTIOM CORD WITH NIpPERLY AIIAGILO RIGID CEtIINE -- SEE ALPI E IECRIICAL L441AIE IM/911 FOR PROPER OAYXALL APPLICATIUU. fUAl111A1 A CUPI OF TARS DESIGN 1O Itt 16MS 111CCII01I C01HRAGfUN. TGH SPECIFICATIOII FOR WOOD MISIDUC1IaI DATE 10/06/94 i Draw 137 A F —ENG WL6— S 4 PAGE 26 r 1111S DRAWING SPECIFTFS REPAT14S FOR A TRUSS WIlfi CRACKFD VERI ICA1. & DIAGONAL WEBS. (RI) WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS OF 2X4 SIZE AND #3 SO. PINE GRADE. IN ADDITION. A MAXIMUM OF 1 CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT 00 NOT COMPLY WITH THIS DETAIL. (B) = DAMAGED AREA. 0" MIN. to 12" MAX. LEI4GTH OF CRACK IN WEB. (S) = (2) -2X4 50. PINE #3 SCABS. MINIMUM LENGTH OF SCAQ MUST BE THE GREATER OF: 1. 6B" + LENGTH OF DAMAGED AREA (B). MINIMUM OF 34- ON BOTH SIDES OF THE DAMAGED AREA or 2. BO% 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. (tod NAILS: DOUBLE ROM. STAGGEREDI + - BACK FACE 0 - FRONT FACE I YPICAI + o+ o+ o+ a+ o + o+ o+ o+ o --.F —.. NAIL SPACING DETAIL y o 0 0 0 0 CJ o C-I O a o o r= 0 0 0 0 o �ALPINE� yTRUSS C7 L7 0 o W= r3 *IMPORTANT�I)IALPHEEHGINEEFE0 XMICIS. HIS SMALL IDT BE AESOMISIBLE FOR ANY BEVIAIIBH FROM THIS OESIOII OR THESE SPECIFICATIOIIS. OR Ali( FAILURE TO BUILD IIE TFASS III CWFOFUA#CF WITH OSISS BY IN ALPIIE CWiECTORS ARE MADE OF TOGA GALV. StEEL NEETIIG ASIN AAAB SR B EXCEPT AS VOTED. APPLY CONECTMS TO EACH FACE OF AIM AND ULESS OTHERWISE LOCATED WI THIS OESIGK POSITIWT CWtECTOW PER OPANIIISS 00. ISO 9 IGOA-F. DESIGH SIAIDAAOS COrFOPN W/LPPLICLSLE INOYISIOIIS WF IDS S IN. Aft EIGIIEER'S SEA. 01! THIS OI61WIib APPLIES TO IIE CO"- EHI DEPICTED HERE III OILY. AID SHALL HOT BE RELIED UPON III ANY OTHER NAY. •--IPI - TAM PLATE IISTITUFE. HATS - 1991 TIATIOOIL DE (RI) 11/5/97, ABE WARN I NGIT„ s AwLREw'RE Ex""' C� BRACIHO. SEE HIB-91 BY TPI. SEE PHIS DESIGN TOR ADDITIONAL SPECIAL 94RWWJIT BRACIIG RE 9UIFEIE141S. ULESS OTHERWISE INDICAIEO, TOP CHWD SIAL.L BE LATERALLY SPACED WITH PRCPEA LY ATTACIIEB PLYWOOD SHEATHING. BOTTOM QUW WITH 9MOPEHLY ATTACHED RIGID CEILIIK -- SEE ALPIIE TECMIICAL L4WTE (7111911 FOR PROPER LHINAL APPLICATION. FUWI`H A COPY OF MIS DESIGN TB THE TRUSS ERECTIOII WITRACTOR. i SPECIFICATION FQR $DQ(1 COHSTA TION -----------•------------- TC LL - PSF TC OL - PSF BC OL - PSF BC LL - - PSF TOT.LD. - PSF DUR.FAC. - 4.0" DATE 09/02/94 ORW HC25094073 FL -ENG CL i12 t) PAGE 50 FOR LOADING, PLATES AND OTHER DATA NOT SHOWN HERE, SEE ALPINE DESIGN DRAWING USED IN CONJUNCTION WITH THIS DETAIL. NOTE: DETAIL FOR BEARING NOT LOCATED DIRECTLY UNDER VERTICAL WEB. NOTE: THIS DETAIL APPLICABLE FOR LOAD BEARING SUPPORTS ONLY. DISTANCE R€QUIRE14ENTS SHOWN DO NOT APPLY TO NON LOAD BEARING SUPPORTS. A NOTE: THIS DETAIL DOES NOT IMPLY THAT ALL LOAO"%EARING SUPPORTS REQUIRE A VERTICAL WEB FOR LOAD TRANSFER. REFER TO THE TRUSS ENGINEERING SHEET FOR ALL SPECIFIC DESIGN INFORMATION. CENTER LINE OF VERTICAL WEB. I NOTE: DISTANCE "A" MUST NOT EXCEED THE DEPTH OF THE BOTTOK CHORD. PLT TYP. TPI-95 Design Criteria: TPi STD "WARNING" I11111 I NNN (Ifillit CASE It FAi11CAfl0l, tAN INA. 5e110/116. IASTAILI16 Ap IAACINO. S//IA 10 Ni1•it (U1@LISO INfIAtLIWi Aw IAACIAo1. P#Wtt$RIO IT IPI (fam PLATE IntIllit. $63 1.01101`114 11., 1611E 110. IAtI101. WI 014/). FM StPtIV VAACTICIS-PItaS 10 1,E10049116 TN(1l FRICTION$. #Still OINIANISE IISICAlEI. TOP Ch"a SMAtt MAPS PROPERLY AITA118 111#CIOIAI /ASCU, i01006 Cro6i ltu1 WAVE A wutetT AlfAt#E1 AIif/ Ctttl#6. •'INPOSTANT-- FRINISR A WY OF It IA OEAIa1 To tug Il$IALIAflao comfoAcfOA. AUiat EWOI#1EAI1 F94119 it, IWC. SNAtt POT O1 Sts/OKfltI fM ANY I1 VIL1105 IWON IRIS OISl6N; ANY FAUSAI 10 1#Tis III SAO1SI1 1# COOFMNANCI Will III. OILfAIAICAfl". NAI1LIRi. S#1►►IWe. INSIAttlli All N'CIM IF 11415/1. IRIS MI" COIFMIls WEIR of us /AQYISIOAI us 1WAIfOWAt 1EslaW ALPINESPECIfIcATIM Pottlfiti /Y ME AlItaltAl /OAEII AM ►Afflt ASSOCILtloll AA/ 101. ALPINE COWIItIMI Alt NtiI OfaI A1IN A1is a itlY. 11fE1, foul AS NotE1. APPLY C0t1tcIM 5 10 tilt FACT OF IA#11. Age #Itt11 o1111R1st toctlQ an IRIS 1ESIi1. Fos$Ilol ColatClals via Mg11Si1 IN A•I. I" IEat H loll aAAYI#i 1t11cStal A Q $ ACC(m.cE of /aoffss1011t I#i1WEtU1c Alpine RNNiOOaTaI Products. IRO. 111#011611of C611PMI11 11M YAli rallo"Al 64116146 1$ 14111/SFolt IR1t {11 'ifIII ORII11141iv 01516I1Aifvia INIS IkINR N/'Oy, Fl. I1R�4 AWtllit, I flat tlCilaS I .._-Lam-----t--�+---L� __..�—.^^---—• 1' fTOM CHORD DEPTH wo- REF RO81--0 DATE 04/17/00 DRW HCUSR081 00106236 HC-ENG /SB SEON - 18603 '1t�xwt a e+nw.«. ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City. =iorida 33844 • (941) 422-8685 December 3, .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 SPACING OF 0.128" X 3.0" PNEUMATIC NAILS 2" O.C. 1.7" O.C. 3 2.5 4 3.3 5 4.2 6 5.0 7 5.8 8 6.7 9 • 7.5 10 8.3 11 9.2 12 10.0 13 10.8 14 11.7 15 12.5 , 16 13.3 Please note that 2-ply girders need to be nailed from one face only. Note: The nail spacing of 4" o.c. for web bracing to be the same for 16d common nails and for 0.128" x 3.0" pneumatic nails. Sincerely, NEERED PRODUCTS, INC. ALPINE tmuin, W ter . P.E. Senior Chief Engineer SCAB OVERIIAIIC DETAIL 55 PSF @ 1.33 OUR.FAC. OR 50 PSF @ 1.25 DUII.FAC. 2X'I flAX111U11 OVERHRHG LENGTH 2X5 IIRXIIUIII OVER11flt1G LENGTH GRROE 2 PSF 10 PSF GRROE 2 PSF t0 PSF SOFFIT SOFFIT SOFFIT SOFFIT rZ II 2-0--01 2-0-0 112 11 Z-O -:: a-u-J 7-0''%. 2-0 02 ve DII 2-0-43 2-0-0 2-0-0 2-0-0 112 12 Oil a; a rl 11 2-6-0 2-0-4 rt If 2 .)-43 Nl i-11`:% 2-0:•J rf +�-a)-Ci 4,�y ..i7 Nt 011 2_o c 2-u o rt tits 4-L) vz) ai It. ss z-'0'Q 2-0 -s H. ss SS 'Z-0. a 0- 2 •0-CG SS DIt SS 7 2-i;"il 2- -0 tilt s5 2-0-0 i''u"-0 THIS SCAB OVERHANG DETAIL MAY BE USED IN CONJUNCTION WITH ALPINE STANDARD DESIGNS IN COMPLIANCE WITH THE FOLLOWING BUILDING CODES: ASCE 7-93 AND SBCCI FOR MAX. OF 110 MPH WIND SPEED, 30 FT. MEAN ROOF HEIGHT, WIND MIN. TC DEAD - 5.0 PSF AND 8C DEAD LOAD - 5.0 PSF, SEE APPROPRIATE ALPINE DESIGNS FOR LOADING, BLDG. CODE, WIND SPEED, UPLIFT. LUMBER, PLATES AND OTHER DATA NOT SHOWN HERE. NOTE: 200/ ADDITIONAL UPLIFT CONNECTION TO BE ADDED TO THE UPLIFT SPECIFIED ON THE APPROPRIATE ALPINE DESIGN. 1 ADO SCAB TO ONE FACE OF TOP CHORD WITH 16D (0.128'x3.0') GUN NAILS AT 2.0' O.C. STAGGERED. SCAB OVERHANG SIZE TO MATCH THE TOP CHORD SIZE, AND MUST BE OF SOUTHERN PINE THE GRADE BEING EQUAL TO OR BETTER THAN SPECIFIED ON THE ALPINE DESIGN. o ,-u r3 o o BRACING. L--1 L:m G o pAVE ``NSTITU t0 PEAF ci C] C1 oALY ATTA p p C� o.NG. Mr E ENGINE C"3 o R ANY F ALPIN o VIOL OF [ACCEPTANCE TRUSS T AS NOT ll g bF Cl � — C� CI ON gHm 47 PSF @ i.33 min.FAC. Oil 31 PSF @ 1,25 O1Jn.FAC. 2X'1 IlflXllitlll tiVERIIfl11ti I.EIIGT1l 2XG IIRXIIIIIII OVERIIRUG LE11GIll GRROE 2 PSF 10 PSF GRflOE 2 PSF SOFFIT S0PSF SOFFIT SOFFIT 02 It 2-0 -c' 2-0 .4; r`2 II 2.0 -j Z •a /• � 02 r2 fill 2-8-0 Z-�•-'u 2-0 2-0 'J 62 r2 till 2 -v'-v "- rt It '1-J-t7 2-0••3 rI 11 Z.0-0it 1 rt tilt Z•iI.O 2-O•"a% r I till _ -Ci '•</ SS SS 2 v-J SS 2.v _ai iy .v•a: OIf SS •Z.p •:/ sry.-<y••a; till SS ._ 12 SCAB I_EIIGTI-I ? TO 12 --al L I� TRUSS SPAN OVERT-IMIC LENCTII(2`-d`MNY 9 As S 1610 EILE TEFL AIEB-..OprO,/ty ._.... ....:.._'., p t R yt!AR l - ATE OF S,CAIAI DESIGN CRlii'REF . IC t.l TIC fit uC OL _IQ.(�...p=F 101. L 0. SEE I:8 0V E� TIME likllfi 1 I D tICcEIIt;yI� - OUR. FAC. _ SPtIL11IL 2'1.0" rYPE SctIN 11.11. fttltll. 1'HIII IIR II PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS IIIOICATED UPLIFT 155 PLF BRG.LOC (FT): OVER CONTINUOUS SUPPORT UPLIFT BASED ON PSF TOTAL DEAD LORD. (SBC)) W[ND SPEED L 110 MPH. BEAN HEIGHT UP TO 30 FT. ENCLOSED. (RI) + FOR VERTICAL LESS THAN 4'0": 1.5X3 ALPINE, 13 IIOODLOC. FOR VERTICALS GREATER THRN 4'0": 2X4 ALPINE, 23 UOODLOC. o SPLICE, PERK JOINT, AND HEEL JOINT PLATES TO MATCH COMMON TRUSS. ALL C140RO GRADES TO MATCH COMMON TRUSS. GABLE ENO I11LL SUPPORT THE LORD FROM '1' 6" OUTLOOKERS IIITII 2' 0" OVERHANG (OROPPEO HEEL GABLE) SPACED 211" 0. C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL NEEL GABLE). HORI"ONTAL 111140 LOADS MUST BE TRRNSFEREO INTO THE ROOF AND (:FILItjG DIAPHRAGMS. RESPONSIBILITYOOFETHEON AND BUILDINGSIGN OF DESIGNER�IESE SYSTEMS THE WILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, HUD ALL TRUSS TO WRLL CONNECTIONS. Ov(RIIANG OEIAIL INCLUOES N^USSES A11__OX� FASCIA —1— L7W/LA00ER 7/16" MINIM" APA RAIEG SHEAT11111Gl//' j -ItiSTAL.ILO NI111 LONG IIIMENSION STEPS PPERPENDICULAR TG 2XIi OR GREATER RZ CHORDS 2X4 IIEBS -- REFER TO GRADE, SPACING, 1 , �+ AND BRAG I IJG 111FORNAT 101T lN�1A ' - + STUD SPACING / BRACING O.PINE DEFLEC- NQ 3 TION BRACE TOO CRITERIA L/240 3' 16" L/ 120 1_12,10 4''1" 16" L/120 5'6" (i) 2X4 BRACE cA) ( 2 ) 2X4 BRACE (8) (�) 2X6 BRACE ( C ) < �) 2X6 BRACE (0) 717. 916. 12' 3" 111161 7' 7" 10' 3" t 2' 3" 91 2" 91 3" NOTE : L/2110 I STANDARD BUILDING CODE REOUIREMENT FOR BRITTLE FINISH (STUCCO). L/120 I STRNOARO BUILOIHG CODE REQUIREMENT FOR FLEXIBLE FINISH (SIDING). <A) ( I ) 2X4 03 SO. PINE "L" BRACE. IN ATTACH IIITII 0. 128' ENO ZONES, 'I" Q.C. OIAMETER X 3" HRILS 2" O.C. BETIIEEN ZONES. lB) "L3"BRACES. ATTACH D.C..128" DIAMETERrX 3" HAILS D.C. III Litt) ZONES511611[TH BETIIEEN ZONES. ( C) ( I ) 2X6 12 N SO. PINE "I." BRACE. ATTACH III TII 0. 128' OIAnETER x 3" HAILS 2" O.C. III ENO ZOIIESI 'I" Q.C. BETUEEII ZOIIES. ( Il) (2) 2X6 02 N SO. PINE "L" BRACES. ATTACH EACH IIITII 0.128" DIAMETER X 3" NAILS 3" Q.C. IN END ZONES, 6" O.C. BETIIEEN ZONES. 1-== _--► R 3 l CONTINUOUS BEARING iPI-95 ' .T TYP - A P NE «* I nPORTANT** "''0LNo G'w"lG to."L;a: "c' WARN I NCMwLNt[�t�.1uw'LL{u��ol ng Chad o C= L� o co 0 O O Cl cm o{YIAIIow !lull III({ DEATH as IM[IE II[C II ICAf Ostia. oA ANv IOACINo. ILL NIO-11 1i I/l. [lL INI1 4111CM O C= O G lAILUI[ to 1YlLo INC IIU/o IN C010"PANCI 0119 06I41 If 111. ION 41W1110"wLL 119CIAL fillm"INT IIACIM IL O AL/lwl o0"YECIOAo AAI NAOI of ICc{ CALM. 11IIL AILIIIIc Wil wulnlNlo. UNILI! ot"(84161 INOICATEO. top (� C= O O AV1L c[ / IN[Lol AL No/1.. NILV CONMCCIOAo 10 [ACM !AC[ of C0010 {.YLLL AE LAIELALLA OAACIO NIlM IONLA o LP I NE .IW/ ANo YlUlt{ o1Ne.NUL IKAi[/ oa INI{ OEIIGL f0u110M If All"01/ /LINO/0 10141Nlltc. 101144 Cam C7 p CNA.[C 14AI PC OAAYI"co 114. IIo L ItlA•I. "Wil ItANIA{AA YI IN IAOIE AlY II fACNU 4I610 LL II INc •• EEL ` CNYOA4 Y/NITICMLI IloYl ollN{ O! IqI { 111. AN {MCINt/I'I ALI IN/ IC'MMICAI YIOAIL (III/ol1 !00 /IO/LA _ IRU55 11 AL IN tN1A IA"INC Afft ICI to I.t CONOwC.; oL/KILO NLAL {A1NAlL NIL ILA(TOM. ,WYI AI. A Cal w 1.15 CJ IN ONL I. ANo {NAIL M/I 1L A(I IEI WON IN A"Y OINII MAT. 10IIcm 10 INL IIYII II4C11oll CoNTIACIoo. I c l:::l O I= O t:7 -.1►I • IOU$$ PLAT[ (NOT ITUl1. U0I • Uol NA1104IAL 01/1011 tPICIIICAT1611 I0 R1 REV FL.A 9 -11-96 y RZ AP Rev T2J2�19G RI Revise) RP 11/17/95 NOT TO SCRI.E - - - micN LOAD I OUR. Fac. REF CABLE c6Ao uIAU oNI I caav n v 1 K P'%7 `� '� DATE 0'1/ 17/9S y'• OR11 GE-0021 60 PSF 1.25 FL-EHG W11N µR ��aC. sTXM O t /O1JA1• J06: x*CLG*� NOTE:.SEE APPROPRIATE AI -PINE DRAWING FOR L OTHEH DATA NOT SHOWN MERE. PLATES AND GABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. SEE CHART FOR SPACING OF GABLE STUDS. (++) 2X4 SO. PINE 03 GABLE STUDS. ATTACH TO TOP CHORD. DIAGONAL WEBS, AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. ALL ** GABLE STUDS REQUIRE "T" BRACING. "T" BRACING MUST BE TOENAILED TO GABLE STUD WITH 100 NAILS AT 4" O.C. PLUS A CLUSTER OF 160 TOENAILS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. + PLATE AS REODUIREO ON APPROIATE ALPINE DRAWING. PLYWOOD SHEATHING --s-c3--3a-a-a33-aC (STUD MUST BE 6aa7Ca=a=asaC-C--sc--.--.-•-.------_ ATTACHED TO TOP AND BOT CHORDS ONLY) MAXIMUM LENGTH a - GABLE 2X4 50. STUD PINE #3 SPACING 24" O.C. 3'-11' 3 = = 2X4 SO. PINE #3 16" O.C. 4'-5" _ 4'-10' a a 2X4 S0. PINE 3 aacaaca�a�amoa3xaaaaaaaaaaaaaaacm:aaaxsmasaa=asaaaaaaaaaaaa 03 12" O.C. - -�--**-(STUD _ MUST _ _ ----- BE ATTACHED TO CHORDS AND DIAGONAL) a MAXIMUM LENGTH _ "T" BRACE REQUIRED SPACING 5.1 - 2X4 SO. 2X4 SO. PINE PINE #3 03 24" O.C. 1fi" O.C. e 7'3" _ = m 2X4 60. PINE #3 12" O.C. 6' - 10'-3" = 2X6 SO. 2X6 SO. PINE PINE #2N #2N 24" O.C. 16" O.C. a 11'-8" _ = = 2X6 SO. PINE #2N 12" O.C. 12'-10" xac as =aaaaaaaaa a=eaasacaaaaaaaaaoaacaaa==aaaaaasacaaaoaa3a: TRUSS HAS BEEN DESIGNED FOR 110 MPH WIND SPEED. ENCLOSED BUILDING,. (4) 16D NOTE: TRUSS ERECTOR IS RESPONSIBLE 30.0' MAXIMUM MEAN HEIGHT, .TOENAILS FOR PERMANENT WEB BRACING. STANDARD WHEN +,BUILDING CODE. SIDE BRACING IS REQUIRED, FURNISH A COPY 2X4 Alpine, or 24 Woodloc. VIEW OF THIS DRAWING TO TRUSS ERECTOR. or 3X6 Trulax TYPICAL (++) ALTERNATE LOADING: NOTE: GABLE HAS BEEN DESIGNED TO TC LL 20.0 PSF SPECIAL TRANSFER ALL HORIZONTAL WIND LOAD IN ** TC OL 20.0 PSF 10.0 PSF GABLE TO THE FLOOR & ROOF SHEATHING DIA- ** + BTOT.LD 50.0 PSF END PHRAMS. CONNECTIONS & DESIGN OF THESE DUR.NG 24.0" TRUSS FAC. 1.25 ' SPACISYSTEMS ARE THE RESPONSIBILITY OF THE * :BUILDING DESIGNER. ** VARIES ** 2x4 "T" 2x6 "T" BOTTOM (4) 16D BRACE ** * * + CEILING TOENAILS BRACE VIEW GABLE STUD (4) 16D ++ TRULOX NAILS: 0.1205"Xi.375"d-� TOENAILS TRULOX NAILS OR EOUAL. (4)- GABLE STUD SPACING NAILS PER MEMBER ARE REQUIRED f REV. WLB 10-6-94 4 ON EACH FACE OF EACH PLY. SEE (4) 16D Z� o.t• MAX. SEE ABOVE 0 H. ; TOY OR BOTTOM REV. GLR i2-8-93 ORWG. 142 FOR TRULOX INFORMATION. TOENAILS CHORD OR GABLE REV.CLG10/10/a --� TRUSS REV. CLG 9/15/89 --- SPAN REQUIRED OF GABLE REV. CLR 5-3-96 REV. CLG 8/29/8 (++)) 1x3 ALPINE p E OR 13 WOODLOG PLATES MA PBE USED FOR * STUDS 3'0" LONG OR LESS. SCALE a 0.375 PLi. TYPE ALPINE Tpyl FURNISH A 0 Y OF THIS DESIGN TO ERECTION CONTRACTOR DESIGN L'RIT TPI REF STUDDED ALH'DHG EH6SIEENED PfQMXT£. INC. HPUS` .S iE.CUtPE EaTHEM CAME _.__ - 0 1= cm o i= c- **IMPORTANT** PML HOT D1E aEePeD ixg Ftli AHTWARNING in HaH�i. awcTiciaasme PR TC LL 30.0 PSF DATE 06/07/89 CTAALPIN SPEC1ftCAllaHG 00 ANY OEvuTIOH i OfYC}tb.N6 N{g-g1 � �7l� THIS DESIGN aH AHT FA3LUM 10 GUILD THE TOM IH COWD"'ufC C01KHT'WYAtalt.EEE _(� � �:TC DL 15.0 PSF ORWG 876,/19 C3 " MEN D SIASOAM � 00, s�,fLY1Hi[9I STEEEL tftENE � HEH1 GRAQNS DE0411 E1<tDESIGN FOR i V�EEG0 91NE"N'TPECIAL " p¢V"BC DL 10.0PSF HC—ENG CLG c1 �^,t=S1HEHIMIEE pHo1N HEEi3fW tHEq/IfEHENIi OF ASIH AtNi OGAIg A. pot TOP pDufEi PULL DIE L.ATD: SM TOILED TOT.LD. 55.0 PSFD/A LEN. VARIES "WLY CaaECIgn To BOTH FACES AT EACN JDUn Aqt LOGn AE H11H PNUFYIEY ATTApEO Pl1MOOD EfEATH1INE �' ��poW. (EAl'oH6 HIDTDIS AOE l' HDxHJUX UNLE68 OIHEMUGE WDSH, t1OITW uNOHo HtI tH Hucio tEtctHi aH OHaCIHCDUR.FAC. 1.33DGIAHIMIDS CGWWW HIT" APPLIClSLE"MITSIDNaN CESTGD. Do HOT NEE TH1G o PITCHVAf-LIES OamsAwHRPi (Pei). DESIGN WITHFif1EFETAR)ANTTREATEDi.w6E11. �tAl SPACING SEE ABOVE ..TYPE COMMON C, p p Q l� C7 H--TPI - TIE68 PLATE iH6711UtE, tDY " NA710fu1. CESIOH aPECIFICATIDH FCR HaNO C—TRICTIOH '. ..4 _..AN P' 'B x tX4 CONTINUOUS LATERAL BRACING WITH 2-BD NAILS, OR 2X4 WITH 2-160 NAILS, SPACING AS SPECIFIED ON ALPINE DRAWING, ATTACH AS SHOWN TO EACH TRUSS SUPPORTING PIGGYBACK. TOAAISUITABLEMATERIAL SUPPORTEBYSUPPLIED IONr1CCONTRACTOR.D ATTACHED ALUMBOERHENDS TO BE 13 161,1 111 OR BETTER, + 2X12 #2 SPRUCE -PINE -FIR OR BETTER -PIGGYBACK. R1 ALTERNATE LOADING:( TC LL 20.0 PSF TC DL 20,0 PSF BC OL 10.d PSF ISPAC NG 24. AI TEHNATF PEAK SCAB DETAIL 2- 0- 0 -� MAX. �•' 2X4, 2X6, 2XB, 2X 10, 2X 12 -AS NEEDED, M2 ORR02EPTISo..FPINE2OREBETTER R ATTACH TO ONE FACE. OF TRUSS WITH 160 (0.128"X3.01 GUN NAILS D 4" O.C. THROUGHOUT WEBS AND CHORDS. R5 T'F1IS DETAIL IS ONLY FOR THE PURPOSE OF ATTACHING PIGGYBACK TO ALPINE DESIGN OHWG. USED IN CONJUNCTION WITl1 THIS OE(AIL PIGGYBACK AS PER OnAWING 634016, 634017 Oil A625376. ATTACH TO TOP CI-1011D OF SUPPOf1'TING 1FIUSS WITH 160 C-1111 NAILS (0.135+11I& B" O,C, OFF AS SPECIFIED ON ALPINE DRAWING. t ALTERNATE LUMBER - 2X6 OR GREATER ,2-IIEM FIR, SPRUCE -PINE -FIR, OR #2 SO. PINE OR BETTER GRADES. .2j THIS DETAIL 1S DESIGNED TO BE USED ON AN ENCLOSEb BUILDING USING THE AT 3STANDARD BUILDING NT,CODE. DESIGN WIND SPEED 1S !: `1- 2X4, 2X6, 2XB, 2X 10, 2X I2-AS NEEDED E2 SPRUCE -PINE -FIR, 02 HEM -FIR OR E2 OR 02 PT 50. PINE OR BETTER SOLID BLOCK. ATTACH TO TOP CHORD OF TRUSS WITH (21-(O.I28"X3.0"i \N NAILS TOENAILEO 8 24" O.C., TYPICAL (NMI. R7 11-1/4" MAX. ALTERNATE PEAK DETAIL pLT"PVP TPT 9S SEON-•- 14315 FURNISH A COPY OF THIS OESIGN TO ERECTIC ALPINE EPtl1HEEREN PAoaACTS, iNC Fixisw6 IIEI111NE ELIAENE CANE o cm L7 0 o E_ )(X I MPORT ANT X X ami. It01 BE RE6PIl MMLE FW ow WARNING NI w,"xio 0. EHEcriOH us o p o 0 oevlu tDN FPDN YNEiE sPECIFICA1tn16 11A ANY 06Y1ATIB" PN>H 61IAs'lk"SEE 1tt6-9-to-C c� p o c� IN1s AEf/a! 0A ANY FAILURE 10 BUILD an VNL" IN COWQ"NAIICE CpA8H1ARY uto NECADDITIONALNs-.ratl, SEE 1•� O G7 vtttl THE 'OUAlI1V SIANDARO OSIOS' tlY 1P1. AL/IRE COf+ECEWfy luii tlE8i6H FOR AOflliltllWl Si'ECIAL PEANA' 1:1 f� G ANE NAAV/ACIURED F/m1/l0 SAHOE +ALYANttEtl CIEEL MLEs6 HEN{ WEAG I/lq IIE.1)11N1ENEHIs. UA.E6S 01tAERN[6E ALPNN DII[1MIllE 51401414,NEEIINO IIEOU11rHENt4 of AsIH AIlD ON"- A. WE1Lil Ip- 011n1 Wall QE LAIEf1AlLY onACEO E:'APPLY COMKC tons t0 00111 FACES AI EACH Jultil A140 LOCATE A6' NI111 PIENt1Y.Y A1IACI110 PLIWOOO WIEAIIIINO, L-1 A DNONII, SEARIIM N101115 ARE A' NIwINAL tr4E6E 0111Ethil" IWKMt. n11101I OAENI Willi 111010 cEI1.11N1 an n1ACt1;0 -� TRU5S `a aSION SIAN(1ANDs coNFU11N MI/N APW.II:A{tE PIIOYISIOW. lu AS SPEC;{ IEN IYI M.S11,11. 1N1 IAII 11i6 1141E 11 _� R ,K Any Nrvf tvCli. OEsiu1 W III Fut R[iuEum THEATE01.UIW fl. I� E=1 r- n � e1 .--tal - tH1A7s PLAtE IIMIttuIE, aq - !lAlu"w. n'slm n4e;rtcAllnl ral wm ror•1rrlrnlw YBACK 'I' TINE TRUSS----, 97 AP REV 9" 6�3n 1;b \j R� 9.5 ,AP,Vk AP R3 4f' ICE✓. ZI14IW4 fR2l REVISED VI) 1/19/94 REV. FED 12/4/89 Rt AQ REV, 9/Z3/! ACTOR REV 15.3.0 SCALE - 0.0808 DESIGN CRIT:TPI q5 REF 52503-ROB I c,.P,cw TC LL 30.0 PSF GATE 1 1 /30/89 TC OL 15.0 PSF DRW—G�r��— 8C OL 10 . 0 PSF 55.0 FL-ENG FEO O/A LEN_ --- —_ ;Tar=oF TOT .LO. PSF - P. �ONA` DUR,FAC. .33 PITCH---- SPACING 2�4F0� TYPE P.(3ACK DE A PIGGYBACK SPECIAL PLATE. ATTACH WOOOLOC PORTION OF PLATE TO PIGGYBACK AT TIME OF PIGGYBACK FABRICATION. ATTACH TO SUPPORTING TRUSS WITH (4) NAILS ON NEAR FACE, SAME NUMBER REQUIRED ON FAR FACE. USE 0.1205"X1.375" I1 GAUGE NAILS OR EQUAL. PIGGYBACK SPECIAL W O O p O 0 O Op Op O p O O OO O 00 O O 0 O 0 p O O O r EITHER ONE OF THESE PLATE LOCATIONS IS ACCEPTABLE • 2x4 f3 HEH-FIR OR BETTER CONTINUOUS LATERAL.- BRACING AT 24- ON CENTERS HAXiHUH SPACING. ATTACH TO EACH CHORD 1TH ENOS2TOlA SUITABLEBRACING SUPPURT MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH BY ERECTION CONTRACTOR. Ru PIGGYBACK SEE 634.017 - 634,016 OR A625.376 12 � YARIES PIGGYBACK SPECIAL PLATE IS TO BE ATTACHED TO BOT11 FACES OF PIGGYBACK AT EACH VERTICAL. SPACING OF PLATES MUST NOT EXCEED 4'0`. ON CENTER. + / FURNMH A COpY OF THIS DESWN TO ERFCT'iON CONTRACTOR IZI 1 iseA ► ATrt TYri — TPI-95 Ous ['RIT R _11 8 20 86 ALvule L1IGI/Ee/l1a Plwoucls irlC. 1NussEs NEOUtNE Ep111ENe CARE �Eq o F WARNING IU I/A1IUL IIpi, (IY;C 71w AND I -•1 TC LL: -- tSF B 41,D45 **IMPORTANT* VIALL NIII 6E 116"dIKE fea A11Y ON A1IV 6NACIIIG. SEE 1418-91 UV 1"1. SEE m1S UESIWI ,.�f�` 1 TC DL: --- KF GEVIA11UN FAIJA 11115 UESIGII ON 11ESE IWECIFICC11a4, '.I". IIIUSS lot CafoPoWICE "If" OSI65 BY tPI FOR AOUIIIaIAI SPLCIAL PENWE11r 6NAGt, NE '* PS ClG ' e FCILIINE IO 6UILo I1E At 11E CapECtIr16 APE MAIZE Of 2oGA GALV. SIEEL NEE1111G A$IN OUINENEIits. IpLE55 OUEPr ISE IIIU IGl1EQ IOP NE LA101ALLY NNACEU of 111 wyr'EN 8C DL: ---- ---- 1 LN• -- A41, G/I C EYCIPI AS Ip11EU. AI+Iq,Y CW VE[IWy IU ECCII fACE Of C10-11 SHALL ' IOCAIEU WI IINS o[SIWL FUS111W1 LV AIIACIILU KNOW 1i1EA1NI11G, NOt IIW Clow Q% STATES ! ---- c �T Ip' �L— En Aft -� 1WK5 um UYLkiS 0114NrliE Plot a1lM IIY:S 1]II. ISO C IGOA-(. tl[SIWI Sto, N1A1N15 milli WFYYII.Y AIIACIIIU NIG1N CCILIIL -- SCE Q� q+r1 1//i/Y11 1al I NYYII ---- TRUSS caraw o/APIYICAWC IMWVISIIYY of 10'i G il'1 All [IG11Y[N 5 AlPll{ itLIA"CAI. 1"IAII SCAL a1 INIS aUY1110 AN'LIES IQ IIIC CYIY+a4111 ULPICIEu IIEIK a1VNALL /r/r.IUllal fIYYIIy1 A Ca'Y a' /1Ui ._. vRA` 111 INA.V. Alpo WIAI 1. 1011 IIL 14:6 It 11 IONYI 111 AYIf 1/IIIL11 NA [. /1ES1411 IU lid 11q�.9 IIlIC111Y1 f.Ip1111ACllo . A •-11+1 - 1111I'.i Moll: 116111111f, IVri - 1'rll o"11111I41 IN'!Mis 1Y71:111CA111111 fool WYUI I:Ipfillrp:111Y1 / LL�A�� SPACING 24" D.L.. r1nX TY/E: OCTAII (RIPJACK DETAIL . TYPICAL IIIPJACK/KINGJACK) TOP CHORD 2x4 SP /2 14 801 CHORD 2x4 SP q2 N WEBS 2x4 SP #3 SBC UPLIFT CHART MEAN HEIGHT WIND SPEED DEAD LOAD LOCATION 0.0' 9.63' 30 100_ 10 320N_ 3700 30 100 15 2501 270#_ 30 710 10 4809 5491 30 110 15 .3309 3900 ENCLOSED BUILDING. 30' MEAN HEIGHT MAX. ASC -93 UPLIFT CHART MEAN WINO DEAD LOCATION HEIGHT_ SPEED LOAD 0.0' 9.83' 30 110 10 I.LOOL_ 690p_ ENCLOSED BUILDING, 1-1.05, EXP. - CC IIIIS 0Wfi PRLPARII) I11011 COMP1111R INPi11 (I(IAUS A NUIINSIONS) S1111M111f0 11Y IR11SS MIR. NIPJACK SUPPORTS 1. 0- 0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND 1-/240.00 TOTAL LOAD. AA IN LIEU OF -BEARING WAIL, PROVIDE 3.160 TOENAILS OR PROVIDE A HANGER ON BOTTOM CHORD FOR 819#. RI, REFER TO DRAWINGS A104/R FOR OVERIIANG DETAILS I 143X4(A1) = 'A TOP NAII. BEARING 4srl BOTTOM NAIL BEARING ALTERNATE BEARING WALL L---2.9 -15--' �I 9�10-1 R-695 W-2.00' MINIMUM PLT TYP. Wave TPI.95 Design Criteria: TP[ S1 '•IJARXIDG•• INUSSIS Af0U11( ( MEIN( CA91 11 IA141CAI10A, HAVEN INC. SNIPPING, INSIAII ING ARO AAACFN6. AI1l* 1U MIN YI (NWUIIYG INS1A(l1YG ANU 6NACI116). PUYI ISNIU tl1 11-1 (11LOSS MI All INS1110 II.. W1 U•UYOI AID 04., $0191 100. NADI SOY, WI $7116). 104 SAIIII PAACIICIS rAIUA 10 ►Itf OANlN4 IA SI IYNCIIOtS. YN4961 0101491$1 INOICAI(O. 10► CHONG SNAIL NAZI rAGPIAl1 AIIACNIO SINOCIUAAI rAY(l S. YOIION CHORD SNAII NATI A /AOr(All AIIACN(O 11410 C1111NG. " 1#Wan(ANI•• !NA►ESN A Call 0/ IN16 UISIGY 10 IN( IA$IAll A110Y CONIAACIUA. At ►1N1 IKOIIIIIAIO /tOOVC IS. INC. SNAt1 N01 Ni AISrONS166l 104 ANT 0111AIIOR JNOK INIS 01S164; A61 IAIIYAI 10 ::A"-"a' tl IlD Ul ItOSSIS 14 46Y1WNAKCI W114 IF$; 0A IA&AICAIIN6. «ANOt ING, SNIPPING. INSIAIIING AND 7ALPINE --- ::A"-" a it0ss(S. INIS OfSIGN Cw1W«S Y11« A►rllcA6t( ►tOrIS10Ys w NOS 46Ar10NAl DESIGN SPICIIIA:" IN ►N011s«te 01 lot Aw1t1CAN lWiSJ AND ►Ar(A ASSOCIA91461 AND I►1. Af ►INI CU«NICiaS All NAB( 0! r04A A1109 A6103 640 GA1P. Still. I1CJ ri AS 60119. ANtr CONYICIDAS 10 .JACK (ACE 0! IRUfS. AND 6114-9SS 010169IS( IOCA1l0 04 IRIS DESIGN, ►Usllt04 CO►41CI06S Pig DRAWINGS 160 A t. INI SIAI ON INIS WAKING INDICAIIS ACCIIIANCI of PA01155)04A1 IN4IYIIAIKG Alpine Enginccred Products, lnc, tl StOAst I Ill SO1 (ti to A lot 1KW;s CO"04(41 D( M INU94. IN( $O11A611111 01l VIE Of [Nis Ilnulal'Ny,FI. 331Ha 10Nro4f7f !m An PAN I,C«lA4 1101tOtmG Is IN( t(Sr0«51611111 Of 101 NOIIDING 01S16Y1A, PER A11111t1 1-I11S licit" 1. 19 F1. 10 3 - R TC LL 30 OR 20 PSF TC OL 15 OR 20 PSF BC OL 10 PSF BC LL 0 PSF TOT.LD. 55 OR 50 PSF UR.FAC. 1.33 OR 1.25 R-0191 W-2.00' MINIMUM RI AP 11/18/99 Scale -.375N Ft. REF 11081--40960 DATE 03/17/99 ORW HCu5Rat11 990n1001 IIC-ENG JWC/AP SEON - 16212 FROM SFP 4U/7J 11111 451 1 T V I UAL I I I I'JA%-%% [ TNTT-%2.) ftl:L\ nion) 2X4 SO. PTNE #2 II ('110111) dX4 SO. PINE #21I RI WEBS 2X4 SO. PINE #3 NO WANT. KNOTS. SKIPS OR OTIIEII (1FFECTS SHALE_ OCCUR IN THE PLATE CONTACT AI1EA OR SCAFIFLD Af1EA Of WEB ME:MIiERS. ALI. PLATES ARE TO DE CENTERCI) ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCA'IEII BY CIfiCLE OR DIMENSION. SLL 1-If1AW(NG 130 FOA "PLATE LOCATIONS 014 TYPICAL JOINTS." PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT 480# 32011 R2 BRG LOC 0-0-0 7-0-2 UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD. WINO SPEED-1 10 MPH. 14EAI4 HT -SOFT. ENCLOSEO. (SBC) RE ALTERNATE UPLIFT CONDITION PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, UPLIFT 635o # 2-" �1�? BRG LOC 0' Old �' 0'• UPLIFT BASED ON 35 PSF TOTAL DEAD LOAD. WINO SPEED-110 MPH. 14EAN HT-30FT. ENCLOSED. (SBO RS /9l-TE► NftTE'0PuFT C.01AOITI01`1 (tt5} f'RnVll)R UNI.IPI' Cl)NNi's(:1'InNS A'I' {IL�ARIN(iS AS IND(CATt?D. UPl.it {' 250 w 2 00 !t• BRO LOC: D.O -1.0 I IPLIC• I' HASED ON 10 PSF T(Yf'AL DMD LOAD. WIND SPEED= 100 h41111. MEAN FIFIGI IC=3or n ENCLOSED. (S1IC) RB (R5) IICV. AV I a3114 wm!N LIEU OF A BEARING WALL. 10.128'X3.01 GUN NAILS PROVIDE 3-150 TOENAILS OR 3-160 TC 0.29 f"i. BC X -LuL L-R: 0.29 6.72 SINGLE CUT WEB 4-2 ENDS:t THIS HTP JACK IS Of:SIGNED TO SUPPORT A CORNER SET WITH 5' SETBACK FROM BOTH SIDES. CORNEA JACKS HAVE NO WEBS. REFER TO DRAWINGS Af04/R FOR 0vERIIAIIO•DETAIL. X SLOPE MAY VARY FORM 2.12/t2 TIl1i0UG11 5.66/12 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 2001 2000 BRG LOC: 0.00 7.00 f2q 100 MPH WINO, 30.00 FT MEAN HGT. SBCCI. ENCLOSED BLDG WIND TOTAL OL -15.0 PSF. ALTERNATE LOADING: TC LL 20.0 PSF TC OL 20.0 PSF. BC DL 10.0 PSF ] R3 TO- LO_. r5 0 PSr . OUR. FAC. 5r (* 3.54L�' �- - ---- 7-0-2 OVER 2 SUPPORTS R-5950 W- 4.95' LT. TYP.-ALPINE TPI-95 FURNISH A COPY OF THIS DESIGN TO ER£CTIC AL.PME EWSUtEM11 PAODMIS. INC. 11965ES REaisra E11TrAw CANE - Q O - - - w*IMPORTANTI1 iE WALL N01 BE IIfaPOpsllaE Frn AIf( IiARNING III iumLIK fREcilal AW CJ CI OEV/ATI1111 MAI lilSE 6K-4.1P1CA11a411 OR ANY OEVIATIMA FWN IWUC(16.6K 1416.91101RACUta NOa. Ta111RM O 1� 17 C.! THIS OE51514 " MIT FAU &NIC TO MILO fill 110AW IN C6IFCi1WS:E C"g fTARY Af41 /ELON1E111SITlUa-a1P11 . W9 C L7 cm 1 C-3 W(rn rill "1'r1AL1IY 81AI10AIa1 Q'WOa' OY 11•1. ALPINE CU19CFQW IMS 11ESIar FOR ALYIITIaNL SPECIAL. PE(IWA- Cl AOL UAT44ACINa:O FIaN1 W I:A446 QU.V.UIICO WTEEL La1."O ISE111 11IIAC11/5 WIXI ElWiIS. US.E65 0TWNWI 4 -1 C-1 A011Ea1ME IRIML WL11116 IILWIIIVO41415 19 A11 A445 UtAlt A. STCASL Ta• 000 WW1ME LAMA11Y OHAMaI) S '01%.vwm sckirlf.LPIN A1•ItT I,aSLCU515 tU WI11 FAI,'r AI EA141 .11fll AIN L/IALY_L C-3 f '.9MM4' "AAMIS W101191 A11f 4• ISA 1141. I84M O1i511ilfli SIa1H1. IWIII(IN 1300 WITH Rf...O CEH.IIr. On mucllifi TRUSS IILSIIN/ SIAIWIAI4Y' LYWSION WI111 AP111 11:A1N.E FROVISIC1/9 11F AS SPECIFIW 01 fL:fl•il, 910 UOF USE THIS -- .WIS km SIPI Files) . IIESION Willi flit f1ElA A&T )HEAUG Lik". C=1 Cl C.' CI C=1 1_:f ._.TPI - Ia4q IVA)E 1191T)IME. ISL4 - f1ATIla/LL OESIa/ 9PEL:IFICATIOI FM WrM C991"Al1CII101 NAP R'lo APR ✓. 5/11 R`i Rcau Fwi Lo-23-47 g'$ [UEV FLA lv-1(0-11 R7 REV FLA 10-14-97 r** .,4..._ALTERNATE BEARING WALL 93 -Af (LE1) Z ) R2 REVISED FED 12/4/92 1-2" 14AX RI REVISED WLB 5)l8/92 RS AP Ro3EI4y�I+- 3.50• Rev. 611ol97 REV. FED 1/5'/9( IR 9. , AP RFU �y/5-1fy DESIGN CRIT:TPI REF 46965-1106 1 TC LL 30.0 PSF TC Of. 15.0 PSF BC OL 10-0 PSF TOT.LD. 55.0 PSF DATE 10/ 17/B9 DRWG 1.157,931 FL-ENG,, FEn O/A LEN. 7-0-2 1.33 PITCH 3.571, _DUR.FAC. SPACING SEE ABOVE TYPE FIIPJACI( 1-% � •« -'T U TOP (:how 2X4 SO. PTNF 12 It Olt 2x6 12 Il DOT mom) 2X4 S(1. PINE 02 11 R1 ,NOTE: FOR I'D' ANO 3'0" JACK ALL LUMBER MAY BE 03 SO. PINE. R141 ALL PLATE'; AnE TO PRE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP r0 IIOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. :SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." ALL NAILS SPF.I:IFIED ARE COMMON WIRE NAILS. NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN (hiE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. + PROVIDE (3) -160 TOE -NAILS OR (3) -160 (0. 128"X3.0") GUN NAILS AT TOP CHORD. ++PROVIDE (2) -160 TOENAILS OR 0-160 (0. 128'X3.0") GUN R15 NAILS AT BOTTOM CHORD. PROVI DR, Ul'I.IFI'CONNFCI1ONSA'rR13ARINGSAS INDICA'PGD lJi'L t I' 420IJ 280ff . BRG LOC. 0-•0-0 7-0-0 111'1.I1°1'BASED ONl01'Sf't'(71ALDFADLOAD. WINDSIPFED= R5 110 MI'1 I. MI I AN i rwa Ii'=301,1'. FNC[.OSFD (SrlO Rio PROVIDI? tll'I,It- I' CONNI?(:1'[ONS A'1' ll[WtIN(iS AS INDWN11it). lJl'LIr t' 300# 250N. 11RC LOCI: ' UI'1,11•'1' BASED ON 15 PSl '0'OTAI.,DRAD LOAD. WIND SPrr?D- Zw 110 Mill 1. MU1N III im rr-30 r'1'. FNCI.OSLD. ( SRC) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 2-TIIRU 8.00� UPOLIFT: 250f 2000 R4 BAG LOC: 0.00 7.00 R 1 100 MPH WIND. 30.00 FT MEAN HGT. SBCCI. ENCLOSED BLDG WIND TOTAL OL -10.0 PSF. w 3X4 PLT 7VP VJAVC 97 r: zi G Cf CM . tl L1 C=] f-I CJ C- 3 r=3 t=1 L� r� CI C:.I _7 t C_I G1 I_1 f=' ALPIN r-I 1. �I - f •1 1., TRUSS L _f r_ l . .I r_r_I TIIRU -'►--- 7-0-0 OVL 1 R-553r Ws 241MfN. rl I[ T P= - 95 (Alt) FURNISH A COPY OF 71-11 NOTE: JACKS UP TO AND INCLUDING 4'0" SPAN MAY HAVE AN 8" CANTILEVER AT LEFT ENO. RB NOTE: 2X4 13 HEM -FIR OR nETTL-'R CONTINUOUS LATERAL DOTTOM 0.10110 BRACING W 24" MAX. O.C. nEOUIREO. ATTACH WITH 2-16d NAILS BRACING IS NOT REQUIRED 1F A VIIGI0 CEILING I'S ATTACI-IE13 DIRECTLY TO BOTTOM "CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPOPT BY ERECTION CONTRACTOR. I PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED UPOLIFT: 2001 200/ BAG LOC: 0.00 7.00 R to 100 MPH WINO. 30.00 FT MEAN HGT. SBCCI. ENCLOSED BLDG WINO TOTAL OL -15.0 PSF. 5-0 7 1 V 7 E:-35 C -js CJ3 CUC E J36 ALTERNATE LOADING: TC LL 20.0 PSF '.TC OL 20.0 PSF -BC OL 1O.0 PSF TOT . LD _-50.0 PSF t)uA-_EAC .-1. 25 IR4 'SPACING 24.0" R13 �Lj VPi 3 It -98 wL gv V3 2-26-98 RII Rav AP 11 /6/97 alo PGU C'LA LO-2Z-5'7 R9 R9v.'fel 7/13//94 RB 4- R V- 4 �4`� J Q 7 �•P E �.✓ RL {tP 21:Y L/1.d-1g4 R4 REVISED TCE 4/12/93 R3 REVISED FED 12/4/92 R15A•P QE✓. 511 6m RI REVISED FED 2/4/92 R2 REVISED WLB 12/3/92 ' REVISED WPF I/11/' R+353A W- 2 141A. REV FED 12/7/90 S OE07G' TO ERECTIO oil AI.PlrA WW1/t L1S-11 Plnt welk tic. IfrL,E'Ll IT.III/%- LYIIt:WL' CA11E 9XIMPOWANTI(X IIIALL wit rr tImp"tttf:F011 ANYWARNING Of laffr:14. LI'Ectleff AID t �.,Vt Alt011 r.:w u1ESE $PCCtitCA111rW CAN A11T CKVIAVOW Flint, plucied.sks H1841 toured W/rri 1."1Y9m $"IS IIESIW! 00 AIIT FAILINIE 10 101ILO 1141 101LOW IN CUIV IW WX CCMIENITAnT A40 fIt.AAW MAT 1VS-"l1•fl. SEE WI Ill fit 'OUALI IY SIAMIAIW OSIOV Ui7 T IPI. AI.Pt1E C010CCIOtill$ DESIGN FOR ALUfft(" so.niAL &.,nmA- AOL• 161IMFAC►U1IE0 FW1W 20 OAOUE 0ALt1A/111E0 SIM IrSB u lEEN1 O11ACI10 ftL1111*44101r. Ur ESS 4.tFIN. SE MtfffWlse SlrrrL K.E111111 IElrl11111WIIS Ir All IW A446 r41AOC A. SIYwIL fly- 0041 SIIAII. fit tAffll"lY PaAfft .KILV CIr"1tC10Wi 10 1,01It rAMS At EA439 .Milli AIO 11L•ATC AS Wlifl 1• OVI.Y AI1F171'0 19..MWO SIUA1WlIW, tAIt11Yi. YENitit: Mtlffillf Aft" 4' IrINIWt Irrl.r.4 ONYIrtlft. SI Y1Ml. IntllY! r4YYrl YI 111 IHWIIf QIt. f1k1 (itsSI/AC111S Ir YEtrt lust ums. IYWIfYB"1 WIIW Amt. fl'AI" F iy111YI'3tift5 f1F AS W KIt all 1Yi IY:5frrt, to lift) ME 11#14 .ff,3 Aid ./Pt O4f1. IW:iioii WI1N I lfu Ilr lAtilAWt 11rA1111 l.1"rY 11,• INI IfYYdI N I II' Ifr11111111 IrYI x IfN pplH II KIIYI 1414,11 If it HII fill tAEYI PrFl tl/rr l llrf N CONTRACTOR 11EV 15.3.2 SCALE - 0.5000 DESIGN CAIT:TPI REF 57512-ROB 1 41SERPc TC LL 30.0 PSF DATE 01/04/90 TC DL 15.0 PSF DRWG 1,158,677 _ R � v SC OL 10.0 PSF FL-ENG FED STATE OF TOT .LD. 55.0 PSF O/A LEN. 7-0-0 DUII.FAC. 1.33W PITCH 6.6 12 !;ItA1,1NO P,1,0 IYI11j i1AN\ PEAK MODIFICATION OF STANDARD TRUSSES FOR HIP USE a FLAT SECTION NOTE: Flat cut should not Interfere with peak plate location. Contact Alpine's Engineering office for special cases. 0 0 0 0 ^ 0 0 o a RLPINE ENGINEERED PRODUCT81INC. P. 0. MA 2225 0 0 c 0 0 0 o oSTFlNtIRROo � o _.. t P a PONPRNO BERCH FLORIDA 33061 ?t35-781-3333 0 o a o t A R a A L P I o o , STATE OFPEAK DETAIL 0 o 0@SjNA o P` 5/18/79 a o TRUSS o �Romano _ _ .. . DWG.A/wt16 Samoan -'dAGE T-31 December 12, 2002 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: • 100 mph fastest -mile wind speed • Residential construction • Enclosed building do meet the wind loading requirements of the Florida Building Code for: 120 mph 3-second gust wind speed Residential construction • Enclosed building • Exposure B If you have any questions or if I can be of further assistance, please call me. Sincerely, �� 'LER..P• � ti2 ' '�IFI GAR % • No.22839 - 12-1 -02 - STATE Of Walter P. Finn, PE 10 Senior Chief Engineer WA43 11111111%�`� NO ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 - (863)422-8685 • (800)755-6001 11111 I 1:1 II / SC(1 2x6 OI LARGER116. 4121-1 SOUTHERNPINE VALLEY RAFTER. VALLEY DETAIL J�A 2X4 N0.-13 SOUTHERN PINE CRIPPLE. 2X4 ff0. " 3 SOUTHERN PINE CRIPPLE. _ p RIDGE RAFTER SAKE SIZE OR LARGER THAN VALLEY RAFTER )¢*- BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0" O.C. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO F EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-16d COMMON I, - OR 5-0.128"x3" GUN NAILS. VALLEY-� SEC^T_ON E-E RAFTER - CCNNECT E14D OF RAFTER TO RIDGE BOARD WITH 3-16d TOENAILS. E / (2) 16d NAILS OR 3 GUN NAILS (TYP) THRU CRIPPLE INTO RIDGE t 4-! F T' �P HOARD. �.-•— — _ 1 wax CI TYPICAL DETAIL OF VALLEY IIAFMIS SLI AT 24" U.C. 1-11111 TYPICAL AIIACIINENIS AND SIIPP0111 IIE(fuIREMENTS COMMON Till SSE RH GE AFT R COMMONITRUSSES (31 16d COMMON OR (4) 0.128"x3" GUN NAILS CLINCHED. (2)16d toenalls typical THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING - THE STANDARD BUILDING CODE. UPLIFT CONNECTION GOOD FOR UP TO 110 MPH WIND SPEED AT 15'0" MEAN HEIGHT. (2) 16d COMMON OR (3) 0.128"x3" GUN NAILS TvP. TI + (3)16d toenails (3)16d nails (3)16d toenails W=7"12(5.5"®45') DECKING: CONFORMING WITH PS-2 SPECIFICATIONS_i 4X2X2'0" 03 OR BETTER 50. PINE BLOCKING REOUIRE0 IF DOES NOT BEAR DIRECTLY ON A SUPPORTING TRUSS AS SHOWN. ATIAC•II f BLOCKING TO DECKING WITH BD 0RG0)J NA-LLS(d)Z" o.G, R4 -- -- I3)16d toenails thru cripple Into Ilipinad ALTERNATE LOADING:' t_max-75" NO BRACE REQUIRED ON CRIPPLE(S) . TC LL 20.0 PSF RZ• t „ 2X4 T-BRACE OR SCAB BRACE REQUIRED ON CRIPPLE(Sk TC DL 20.0 PSF I-maxSP 43, FULL LENGTH. FASTEN WITH 16d COMMON 0 4" SC 1T O�L' PS O.C. OR 0.128"x3" GUN NAILS O 3" O.C. R7 T Tx-+l- ALL CafINECTIONS SPECIFIED EIEREIN ACCOUNT FOR BOTH DOWNWARD SPACI 24.0 IGfITE tYi ANa UPLIFT IwIN01 Lanes. (STRAPPINGNISH R COPYftOF THIS DESIGN TD ERECTION CONTRRCTOR PI_HTE TYPE --REPINE_ 7P[-45 ILFII* D41WEIEO FACKIMIS, (fig. 1p1:YCL Af011aE 1011 E DWI ■%IMPORTANT;* I1AALt/0l AEAESr01L1101-ffee IWI'WARNING I" 1Y11"I'li, to IWI! wm I_1 -;t t= •7 u c7 UL/IRIION fWn IIKIE SrECIfICA11014 0E Nn OErfAIIOM FYan EAACn4.5ft it l ibaA[its a" IM66931 I::1 L=1 cJ , -: It1Il DCIICN OR 1WI fA1LUNE 10 WILD III( itAt7/ IN C01faRmCE CONWHIM/ I ut r,WNi1tYK•.i►il. off C-3 LZI L-M C=3 Ytltt TIE *CLNLIII CONIAOL Maul- ill Ir1. ALrINE C010+E0044, fills 0fl1CN fait DDDIIKtill. s►fC1AL ►EmM —, ",ap p tit( IYIaXACiUtEO fAOA tD G1a1GE GALVANIZED SICIL faith YEN/ IAaG114 ALU1011*nlr114. ut1SS 0014 WIf L7 ILPIN o 01t[1tYISf 61"W, r1EEinIC SJOUTAfrtENll Of ICIA fAll GARDE A. DOWN, 10F C710AI WFUL If LAIEAAt.Lf EMCEO NIL! COIAECIuall 10 Ia111 FACII A! EACH .Alf"t ND LOCATE M Ylll+ rat11E1k.Y A11m we rLIY000 AIEAINIYG, LWA. IAMING Y10114 ME t• 1/Ct11Nt1. t/AEp aff9willf If1MAt. OOtitlt G10A0 Ylla Aicia [E IL IYG 0A wAC1NG �' a TRUSSS L� DESIGN tuwanol EafaNa Ytut /YflltAOlE rMHltiottl aItu+triu�Flaf Af1�MtW10 tfEa�to[gUna[N'l .HOE-Ol AIO •IrI. QA ►CI O.. Ct Ga ,—, c_1 t=3 L--'a •.•Irt " [Russ Will! 1111d I1tar, Nil - If1fl0bll DESIGN 9PECIFICAf10N fall woo C&KfItUCitVt SECTION F-F R7 AP OV I Rf-APR.E✓ 7 GIROE R RI I�,� REV. SE CLG e6 Ae �L� / 0 161 /.6 T/ R 4- AP Ric% S Z 15 1 REV. CLG J�23/Isd K3 v(S RED REV. SLO 6/30/07 K2 AP RE9!11;i Vh51 UN fall l I I r l' TC LL 30.0 PSF TC TIE. 15.0 PSF Be OL 10.0 PSF TOT. LO. 55.0 PSF DUR.FRC. 1.33 SPACING 211.0" ORVG _83_-4,0077�JA__ TIC-ENG SI-0 /CCII O/R I_EN. 5-0-0 _ PITCH 12 TYPE VRI-I-EY DE1 (3,7576-5H4 2162A - B4) TOP CHORD 2x4 SP #2 N :T2 2x4 SP 2400f-2.OE: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W4X6: W4X8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. #1 HIP SUPPORTS 7- 0- 0 JACKS WITH NO WEBS. D€FLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W2X4 ` T2 W2X4 6F— -I6 +9-4-0 W3X8 = W4X4 = W3X8(BZ) = 143X8(B1) = 1-0-0 1-0-0 I _ 7-0-0 _I_ 6-0-0 _I— _ 7-0-0 J r. 20-0-0 Over 2 Supports R=1501 U-990 W=8" R=1501 U-990 W=8' PLT TYP. Wave TPI- 95 R Design Criteria: TPI STD *•WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO OR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 00TTON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC If ICAT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 6940 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, APO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A 1, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENG[NEERIN6 �� q„�;,, _ •.P 'RC' � RESPONS 181L[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of TB[S HEng -ea -dL 33UCt COMPONENT FOR ANY PA0.TICULAR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/IPI I-1995 SECTION 2. 19.Ob2 y, - �r `ro61ntiE FL/1/-/-/E/-/- TC LL 20.0 PSF TC OL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 11 ao Scale—.L5"/Ft. REF R081--57893 DATE 04/28/00 D R W HCOSR081 00119131 HC-ENG JWC/WPF SEQN - 10693 FROM JRH (37576-5H4 2162A - 83) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W4X6 > W4X6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. I W2X4 s W2X4 0 }9-4-0 W4X4= 1404= W4X4(A2) = W4X4(A2) 1-0-0 1-0-0 1 9-0-0 1 2-0-0 1 9-0-0 _I 20-0-0 Over 2 Supports R-794 W-8" R=794 W-8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 - E - - Scale s.25" Ft. "WARNING•" TRUSSES REOUTRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 PSF REF R 0 8 1 - - 5 7 8 9 2 BRACING. E.REFER TO HI 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1.RACTICES PRIOR � PERFORMING THESE DFUNCTIONS.NOFRIO RUNLESSTOTHERNISEE 200. OINOECATED, TOPISON. WE ICHORDFSHALLOR FHAYEETY PPROPERLY ATTACHED TC DL 7.0 PSF DATE 0 4/ 2 8/ 00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG IO CE IL 106. FR P F **IMPORTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'C•�.-- /A�� BC DL 10.0 P S F D R W HCUSR081 00119130 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM Co DESIGN; ANY FAILURE TO ��••'{1�I�T:":' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. SHIPPING, INSTALLING AND * ,( BC L L 0.0 P S F H C- E N G JW C/ W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORNS WITH APPLICABLE PR OYI510NS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ANERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �E.((��I(� TOT.LD. 37.0 PSF SEQN - 10688 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED APPLY CONNECTORS TO tt1' EACH FACE DF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-l. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �P D U R . F A C . 1.25 FROM J R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Alpine Engineered Products, Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE NUILOING DESIGNER, PER I4CJNAL SPACING 2 4.0 " Elelnesl City, FL 33844 ANSI/TPI 1-199S SECTION 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (3.7576-5H4 2162A - 81) TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. BOT CHORD 2x4 SP #2 N WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP J3 IN LIEU OF RIGID CEILING USE PURLINS: DEFLECTION MEETS L/360.00 LIVE, AND L/240.00 TOTAL LOAD. TO BRACE BC @ 24.00" OC 3 W4X4 +9-4-0 W4X4(A2) is W4X4(A2) 1-0-0 11�0-0 10-0-0 I 10-0-0 :I 20-0-0 Over 2 Supports RJ R-794 W-8' R=794 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STd 19.Ob2 FL 1 - E - Scale —.25" Ft.— ALPINE �1., ...,,...�.„,i "`L'�E"8""-"""` , IIBfTIC9 C11y, FL 33844 '**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 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON. W! 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.R *•IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTAL CATION COXTR ACT 00.. ALPFNE EY6INEEREO PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES THIS OESl6N CONFORMS WITH APPLICABLE P0.0YlSI0N5 Of NOS (NATIONAL DESIGN SPECIFICATION PUBIISNEO BY THE AMEBIC AN fORE ST ANO PAPER ASSOf Ik710N) ANO TP). ALPENf CONNECTORS ARE MADE OF 20GA ASTN A6S3 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AYO UNL€SS OTHEIWI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS S 160 A SOLELY THE EAE ORUSSICODR WING DESIGN SHOWN,ATNE SUITABILITY NCE Of OANO USENAL OFENGINEERING COMPOYENT FOR ANY PARTICULAR BUILDING IS THE RE SPONSIBILTTY Of THE BUILDING OESI6HER, PER ANSI ITP! -1995 SECTION 2. P �; "�i`''� (�� I�`� V �t4F }�Ep�Aep l;:M1 �`. STppjE OFF I �« �'' K T C L L 20.0 PSF 7 T C D L / . O PSF B C D L 10.0 P S F BC L L 0.0 PSF T 0 T . L D . 37.0 P S F REF R 0 8 1 - - 5 7 8 9 0 DATE 0 4 / 2 8 / D R W HCU SRO81 00119125 H C - E N G J WC / WP F _ S E ON 10670 Dl1R.FAC. 1.25 FROM JRH SPACING 24.d" (3.7576-5H4 2162A - B2G) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required EE� BOT CHORD 2x8 SP 2400f-2.OE 1 WEBS 2x4 SP �3 NAILING SCHEDULE: (0.128x3.0_g_na11s) TOP CHORD: 1 ROW @ 12" o.C. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD: 1 ROW @ 3" o.C. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS : 1 ROW @ 4" O.C. WIND TC OL = 5.0 PSF, WIND BC DL - 5.0 PSF. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF RIGID CEILING USE PURLINS: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TO BRACE BC @ 24.00" OC THIS GIRDER DESIGNED TO SUPPORT A 46- 8- 0 SPAN HIPSET WITH A 7- 0- 0 SETBACK SYMMETRIC #1 HIP FRAMING TO THE BOTTOM CHORD AT 7- 0- 0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2'0" SPLIT LOAD. W6X8 W3X8 (A3) W3X8(A3) = �3604# W3X8(A3) A3) = 10-0-0 I 10-0-0 _1 20-0-0 Over 2 Supports 'I I R-5381 U=3490 W-8" R=8409 U-5470 W=8` PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 E Scale —.375" Ft. ALPINE AIpine Engineered PladTuxB,inc. Haines CityJ1, 33844 WARNING•- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NANOLING, SNIPPING, INSTALLING AND BRACING. REFER TO RIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5" O'ONOFR IO DR., SUITE 200, NAOISON. NI 11111). FOR SAFETY PRACTICES PRIOR TO PERfORMIN6 THESE fUNCT[ONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACKED SIR OCTURAL 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. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE T0.USSES IN CONFORMANCE WITX TPI; OR FABRICATING, HANDLING SNIPPING INSTALLING AND BRACING Of TRUSSES. THIS DESIGN COtlfORNS WITH APPLICABLE PROVISIONS Of NOS (tlkT[OtlAI DESIGN SPECIf (CATION PUBL 1SMED BY THE AME0. ICA0 FOREST ANDPAPER ASSOCI AT IOM) AND TPI ALPINE CONNECTORS ARE MADE Of 206A ASTM A653 GRAD GALY. STEEL, EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 k 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT fOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. �i='"�«:Y lN� *.yyy� N0. t Yk R �j �(! �• �r0 i O� r� -At-- $Ati T C L L 2 0. 0 PSF T C DL 7.0 PSF BC DL 10.0 PSF BC L L 0.0 P S F TOT. L D . 37.0 PSF REF R 0 8 1-- 5 7 8 9 1 DATE 0 4 2 8 0 0 ORW HCIISR081 00119129 H C - E K G J W C S E Q N - 10685 D U R . F A C . 1.25 FROM J R H SPACING 2 4.0 " (37065-5H4 2162B - A9 TOP CHORD 2x4 SP #1 Dense :T1 2x4 SP #2 N: BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. i #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.63" DUE TO LIVE LOAD AND 0.54" DUE TO DEAD LOAD AT X - 23-4-0. W2X4 A.* W5X8 = 6 r W4X8(B3) = T W4X4 = W6X6 = W2X4 M W4X4 = HS512 = W4X4 - HS412 ffi i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Z Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_g_nalls) TOP CHORD: I ROW @ 12" 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. RIGHT END VERTICAL NOT EXPOSED TO WIND. DEFLECTION MEETS L/360.0 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W6X6 = W6X6 = W3X8 = W5X8 = z 2: 1 1 3- 0-3 +9-4-0 W4X4 HS412 = W5X8 = W4X4 M 1-0-D 7-0-0 I 39-8-0 _I 46-8-0 Over 2 Supports J I R-3623 U-2330 W=8" R=3712 Ua2350 PLT TYP. High Stren th,Wave TPI 95 R Design Criteria: TPI STD 19.5b HI 1 - E - - ^"WARNING•` TNtlSSEI REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 PSF BRACING. REFER TO 018-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (T0. U5S PLATE INSTITUTE. $83 O'OMOFRIO DR.. SUITE 100. MADISON- WE 63719), FOR SAFETY PRAfTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL NAVE PROPERLY ATTACHED TC DL 7.0 P S F STRUCTURAL PANELS. BOTTOM CNOAD SMALL NAVE A PROPERLY ATTACHED Ri6E0 CEILING. A p R B C D L 10.0 P S F ••IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED „I; •� 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 t* B C L L O.0 PSF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN• ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE }Wlo Cox NECTOR5 A0.E MADE OF 20GA ASTH A663 GR40 GALV. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO �+T R T OT . L D . 3 7 . 0 P S F EACH FACE aF IRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER pEj�•• $7AT1: OF� DRAWINGS 160 A-Z. THE SEAL ON 181S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ROR'0" D UR . F A C . 1.25 IRO CCd P1�ttC[N RESPONSIBILITY SOLELY FOR THE TRUSS COMPORENT DESIGN SHOWN. THE SUITABILITY ANO USE Of THIS 88 A`, Alpine mrcd Products, COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESI6NER, PER SPACING S E E ABOVE ANSI/TPI 1-1995 SECTION 2. ek L,;;g) Scale-.125"/Ft. REF R081--16060 DATE 07/23/01 D R W HCUSR081 OIZO4335 HC-ENG VB/WPF SEQN - 10417 FROM PF (37576-5H4 2162A - Af TOP CHORD 2x4 SP #2 N :T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 TZ 2x4 SP 2400f-2.OE: (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. DEFLECTION MEETS L/360.00 LIVE AND L/.240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING- NOTE BELOW. W6X6 % W5X8 W2X4 Ill W6X6 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC 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. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00- OC, ALL BC @ 24.00" OC. W4X4 = W3X6 !m W5X5 'Aviv 'Am 144X4 = W4X4 = W6X6 = 143X8 = W04 = W6X6 = W5X5 = W2X4 III W4X8(B3) 1-0-0 -Nr I 9-0-0 I 37-8-0 _I 46-8-0 Over 2 Supports R=1792 U-1020 W-8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO HIS 91. (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (71 US$ PLATE. INSTITUTE, 563 O'ONOFRIO DR., SUITE 200. MADISON. W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORNIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL. PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'- FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R� BUI LO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND A L P I N E BRACNG OP TRUSSES. THIS OESIGH CONFORMS WITH APPLICABLE PROVISIONS Of 905 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO IPI ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED 09 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ILC E11 1 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Alpine Enes yard 33uct COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER �• ANS))TPI 1 1995 SECTION 2. R=1715 U=990 19.Ob2 4FA P R STATE OF FL/1/-/-/E/-/ TC LL 20.0 PSF TC DL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT,LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale—.125"/Ft. REF R081--57880 DATE 04/28/00 DR W HCUSR081 00119150 HC-ENG JWC/WPF SEON - 10602 FROM JRH (37576-5H4 2162A - A7) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W5X8 a W04 F. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240,00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW, W6X6 = W04 = W5X8 = n F-WA --- C--m W2X4 Ul W4X4 - W6X6 = W3X8 - W6X6 = W4X4 = W2X4 M W4X8(B3) = +9-4-0 W4X8(B3) - 1-0-0 { 11 0 0 I 24-8-0 { 11 0 0 J 6-8-0 Over 2 Support R-1783 U-1020 W=8" PLT TYP. Wave TPI- 95 R Design Criteria: TPI STD "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO 018-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 O'ONOFRIO OR.. SUITE 200, MADISON. NI $3719). FOR SAFETY PRACTICES PR t00. TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PARELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. *•IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIRE ENGINEERED PRODUCTS. INC. SMALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAIL ORE TO BUILD THE TRUSSES IN CONFORMANCE WI TN I11 OR PARR ICAT I MG, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING Of TRUSSES. THIS Of$16N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 206A ASTM A653 GR40 6ALY. STEEL, EXCEPT AS NOTEO, APPLY CONNECTORS TO EACN FACE OF TRUSS. AND ONLf SS OTHERWISE LOCATED ON IN[S OESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-7. THE SEAL ON THIS DRAW I16 INDICATES ACCEPTANCE OF PROFESSIONAL EN61NEERING P[C1QlfaS RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Alpine Engineered FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGNER, PER Th'. ANSI/TPI 1-1995 SECTION 2. R=1724 U=950 19,Ob2 SAP R HD t*s* �O'•, STATE f2kF FL/I/- TC LL TC OL BC OL BC LL TOT.LD_ DUR.FAC. SPACING E 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 24.0" 0100 Scale=.125"/Ft. REF R081--57877 DATE 04/28/00 D R W HCUSR081 00119149 HC-ENG JWC/WPF SEQN - 10594 FROM JRH (37576-5H4 2162A - A6) 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, W9 2x4 SP #2 N: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00- OC, ALL BC @ 24.00" OC. W4X4 = W4X8(B3) 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIK AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE -WARNING" NOTE BELOW. W6X6 % W6X6 = W4X4 = W6X6 W6X6 W4A4 = WOAO = w-fAolu.i) t-o-D 13-0-0 20-8-0 I 13-0-0 J 46-8-0 Over 2 Supports j R=1783 U=1010 W=8` R=1724 U=940 +9-4-0 no O,Q-7 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 - - E - Scale —.125" Ft. "YARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TC L L 20 0 PSF R E F R 08 1-- 5 7 8 7 3 BRACING. REFER TO NIB-9I (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (T0.USS PLATE INSTITUTE, 503 D'ONOFR IO DR., SUITE 200. MA0110N, YI 53111). FOR SAFETY PRACTICES PRIOR TO PE 0.f0RNIYG THESE FUNCTIONS. UNLESS OTNERYISE INO [CATEO, TOP CNORO SHALL HAVE PROPERLY ATTACHED TC DL 7 .0 PSF DATE 04/28/00 STROCTUAAL PANELS. BOTTOM CMOAD SHAH NAPE A PAOPE0.lY ATTACHED RIfi10 CEILING. ,f� P. �.� "IMPORTANT" FURNISY A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��(�"�*��w- BC DL lO.O PSF DRW HCUSRO81 OOlI9I48 PRODUCT S• INC. SHALL NOT BE RESPONSIBLE. FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO I,r BUILD THE TRUSSES IN CONFORMANCE WilliTPI; 04 FABRICATING. HANOLING, SHIPPING. INSTALLING AM i* B C L L 0. 0 PSF H C- E N G J W C/ W P F ALPINE BAAC I116 Of TRUSSES. TN IS DESIGN CONFORMS NIT" APPLICABLE PROVISIONS OF MOS (NATIONAL DESIGN *:, SPECIFICATION PUB} ISNEfl BY THE AMERICAN FOREST AND PAPER ASSGCIATLONI AND TPI. ALPINE P CONNECTORS ARE MADE OF 20GA ASTH A663 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS To TOT . L D . 3 7 . O P S F S E O N 1 O 5 9 0 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER i �� STATE OF RRAW M65 160TY SUIELYTHE SEAL ON THISSS DRA ENT DNE5ICA16NT5 ONNCEPTAMHE SU[TAB1l1TY0AMfl USNAL E)OFERTHILS ' 'i�g$R P' ' OUR . F A C . 1 . 2 5 FROM J R H �P .nB PiOdiiCCS, COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A` SPACING 24. 0" Ilairks City, FL 33944 ANSI/TPI 1 1995 SECTION 2. TUTc nun. PDFPARFn FROM COMPUTFR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kaluuu-J114 G1VLU - AJ 7 TOP CHORD 2x4 SP #1 Dense J3, T4 2x4 SP 2400f-2.OE: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2, W4, W6, W8 2x4 SP #2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC OL — 5.0 PSF, WIND BC OL a 5.0 PSF. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)-8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS'TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 4; W6X6 6 WU8 (B3) — W2X4 III W6X6 = T3 W6X6 W6X6 = T4 W6X6 �6 (A) W4 /W6(A) W4X8 (B3) W2 W8 9 4-0 W6X6 = W3X8 - W6X6 = W2X4 III a 1 D-o I 15-0-0 I 16-8-0 I 15-0-0 _I 46-8-0 Over 2 Supports R-1783 U-1004 W-8" R=1724 Ua935 m PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.5b HI 1 - - E - Scale —.125" Ft. ALPINE Alpine Engineered Products, P li�ngi eer FL oduct lY Inc. **WARN[ NG'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND B0.AC ING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TIT (TRUSS PLATE IMSTI TU iE. 5B3 O'ONOFRIO OR.. SUITE 200. MAOISON. NI 53719). F00. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATEO,.TOP CNO0.0 SHALL HAE IL YS PROPERLY ATTACHED *`IMPORTANST T"!NELFOS.RNISM OA COPY CHORDSMALL HTHIS HAVE A DESIGN PTO PTHE YI N STALLATION GID C AGCONTRACTOR. ALPINE ENGINEERED P0.000CT S. INC. SHALL NT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO�y�rZ(�, BUILD THE TRUSSES IN 100ORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDS BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HAOE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, kN0 UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE0. ON AN INGS I60 A-Z. THE SEAL OM THIS OR AWING IMO ICA TES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS INC RESPONSIBILITY OF THE BUILDING DESIGNER. PE0. ANSI/IF[ 1.1996 SECTION 2. .� ?y'rr,Fc�. �F(N'L v NO S* ,IR 9:. O•, STATE j�2 �, k..... '''b S%pp�A� - --. -- TC L L T C D L BC DL B C L L TOT . L D . 20.0 7.0 10.0 0.0 3 7.0 P S F PSF PSF PSF P S F R E F R 0 8 1-- 1 6 0 5 6 DATE 0 7 2 3 0 1 DRW HCUSR081 01204334 H C - E N G V B / W P F S E O N - 10412 D U R . F AC . 1.25 FROM P F SPACING 24. 0 " (37576-5H4 2162A - A4) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 80T CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W5, W6, W7, W8, W9 2x4 SP #2 N: (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W 6 X 6 ; W4X4 = 1.17 V A 111 WZX410 WbXb=_ w4A4= W4X8(63) 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL — 5.0 PSF. (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2j SCABS'FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W6X6 _— W2X4 M w4Av = W'JA0—_ —.1 RI ll-tAU kU J) Ea 1-0-0 I 17-0-0 I 12-8-0 I 17-0-0 _I R-1783 U=1000 W-8" 6-8-0 Over 2 Supports J R=1124 U-930 +9-4-0 PA4 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.02 FL 1 E - Scale —.125" Ft. *`YARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND TC L L 20.0 PSF REF R 0 8 1-- 5 7 8 6 7 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S83 D'ONOfRIO OR., SUITE 200. MADISON. NI $31191. FOR SAFETY PRACTICE5 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 0 4 / 2 8 / 0 0 5T0.00TUR AL PANELS. BOTTOM CHORD SHALL HAVE A P0.OPENLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '(EAP.�`/� BC DL 10.0 PSF DRW HCUSR081 00119146 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO�>.i BUIL6 THE TRUSSES IN CONFORMANCE Y[TN TPI; OR FARR[GATING, HANDLING. SNIPPING. INSTAILING ANO 0 .* B C L L 0. 0 PSF H C- E N G J W C/ W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROPISIONS OF NOS (NATIONAL DESIGN *,I Na SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 11Nrrddl��x CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO R T 0 T . L D . 37.0 PSF S E Q N - 10578 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER >, STATE OF DRAWINGS RESPONSIBILITY SOLELYTHE FORSEAL ON THE TRUSSIS DRAWING COMPONENT DESIGNTES SHOWN`EPTANCE OF IHE SOITABILITYONAL AND USEIOFERINGTHIS .A20R�P D U R. F A C. 1.25 FROM J R H aP P►ndlwb> COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE SUELOIN6 DESIGNER, PER ` 70NA� SPACING 24. 0 " Haines CIty,FL 33844 ANSI/TPI 1-1995 SECTION 2. (37576-5H4 2162A - A3) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #2 N :W1, W2, W3, W11, W12, W13 2x4 SP #3: (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W5X8 _ W2X4 III W5X8 W4X4 W6X6 >� W A) W2X4 III W4X8(B3) _ W6X6 = W4X4 _ W3X8 = W4X4 (A 110 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC OL = 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 (?)' SCABS FOR (2) CLB'S- WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W4X4 6 W6X6 W LWI... W 3 22 W6X6 = W2X4 N W4X8 (B3) a 1-0-0 I 19-0-0 I 8-8-0 I 19-0-0 J 46-8-0 Over 2 Supports I R-1783 U=990 W=8" Rm1124 U=920 PLT TYP. Wave TPI-95\R Design Criteria: TPI(STD 19.Ob 7 ALPINE 4 Alpine Engineered Products, Inc. Haines City, FL 33944 'WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-9l (HANOL.ING INSTALLING AND BRACING), P08tISNED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OMOf RIO OR .. SUtTE 208, MkOISON. M( 53114), FOR SAFETY PRACTICES PR Oft TO PERFORMIM6 THESE fUNCT [OMS. UNLESS OTHERMISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SIR iRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED 11610 CEILING. •IMPORTANT" FURNISH A COPY Of IN DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESPIGN1 ANY FAIL UR€ TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI OR FABRICATING. RAMBLING, SHIPP t MG. INSTALLING AND BRACING OF TRUSSES. . THIS DESIGN CONFORMS MITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN *l SPECIFfCATION PUBLISHED BY THE AVERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE u� R COMNECTORS ARE MAD£ Of 206A ASTM A653 GR60 6ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 17Yd EACH FACE OF TRUSS, AND UMLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Cq . RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN0 45E OF TNIS Q'a COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSIITPI 1-1995 SECTION 2. WA +9-4-0 FL/1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" P�3 Erg Scale s.125"/Ft. REF R081--57863 DATE 04/28/00 D R W HCUSR081 00119145 HC-ENG JWC/WPF SEON - 10573 FROM JRH (37576-5H4 2162A - A2) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W5, W6, W7, W8 2x4 SP #2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER, ATTACH WITH 0.1280 " GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W4X8(B3) F. THIS OWG PREPARED FROM COMPUTER INPUT ([DADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL ='5.0 PSF, WIND BC DL = 5.0 PSF. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)'8d NAIL'S. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W6X6 : W5X8 _- I I W2X4 19 W6X6 = W3Ab = W4A4 WOAD = PILAW RL W4X8 (B3) _ _7 4 0 1.0-0 10 0 21-0-0 -1-4-8-0-1- 21-0-0 J WE 46-8-0 Over 2 Supports j R-1781 W-8" U=980 R=I781 W=8" U=980 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 E - - Scale -.125" Ft. WARNING* TRUSSES TRUSSES REOUIRE EITREME CARE [N FABRICATION, HANDLING. SNIPPING. INSTALLING AND TC L L 20.0 P S F R E F R 0 8 1-- 5 7 8 5 5 BRACING. REfER TO HI 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY T P I (TRUSS PLATE INSTITUTE. 583 D'ONOfR10 DR., SUITE 200. MADISON. WI S3719), FOR SAFETY PRACTICES PRIOR TO PER fORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 04 / 2 8 / STRUCTURAL PARELS. BOTTOM CHORD SHALL HAVE'A PROPERLY ATTACHED RIGID CEILING. I "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN61MIERED y�.ES,GP:�//�,V" BC DL 10.0 PSF DRW HCUSR081 00119143 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILUAf TO CC BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND -S* BC L L 0.0 PSF H C - E N G J W C / W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Na SPEC If ICAT10N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT . L D . 37.0 P S F S E Q N - 10564 CONNECTORS ARE MADE Of 20GA ASTM A653 6R40 GAEV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 'V EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '9 ORAWINGS 160 A-T. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING d �f,� D U R . F A C . 1.25 FROM J R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOYN. THE SUITABILITY AND USE Of THIS A•1QIDC Engineered Products, Inc, CO FOMENT FOR ANY PARTICULAR BUILOIN6 IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER 8�10NA� SPACING 24. 0" Haines City, FL 3384 ANSIITPI 1 1995 SECTION 2. (61230 51.15 2162A - AIA) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2, W4, W5, W6, W7, W8, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 3X( Ra 158 U=180 W=8" 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= 6X6= 3X4III 5A2f= 0h1L% 6X6--- 6X6= I-00 - 6-10-0—. Off#Z #I I- 35-0-0 R-2277 U-1181 W-8" 46-8-0 Over 3 Support 21-0-0 2-0-0 5-0-0 I) �9-4-0 R=1442 U=850 W=8" 1-0-0 P 0-0 1 2-8-0 • � 33 PLT TYP. Wave TP195 R Design Crit: TPI STD 6.13 _ 0TY:1 Hl 1 E - Scale =.1875" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BP.ACikG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R O 8 1-- 9 7 8 9 3 PERFINSTORMING THESE563 DFUNOCTRIONS. UNLESSTOTHEERWISEDINDICATED. TOPICHORDFSHALLFHAVEPPROPERLY ATTACHED TC DL 7.0 P S F DATE 0 2/ 2 6/ 0 3 ALPINE STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED� PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN; ANY FAILURE TO!(•y"- BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WfTH APPLICABLE PROVISION$ Of NOS (NATIONAL DESIGN SPECIFICATION PURL I$HEO BY THE AMERICAN FOREST ANO PAPER R$SOC IAT IONJ ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR$ TO EACH OR 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 .�[-R P F ••�/+ . J �jt R W '+ d STATE OF 1 a0019P� BC p U C T O T. DL L L _ L D. 10,0 0.0 37.0 pSF P S F P S F DRW HCUSR081 03057422 H C E N G V B/ W P F S E 0 N - 1 5 1 2 D U R F A C 1.25 FROM J R H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Cp8''/A� . . SPACING 24.0" JREF 1SOM081_Z52 Haines City, FL 33844 FL Certificate of Audicrization#567 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - (61230-5U5 2162A - A1B) 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. W5. W6. W7. T1 2x4 SP #1 Dense: 81 2x4 SP #1 Dense: W8, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 3 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC OL = 5.0 psf, wind BC DL = 5.0 psf. , In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= 6X6= 3X4 III �' '— 9A1c % bx8__ 5X8= 6X6= +9-4-0 R=616 U=419 W=8" R=1392 U=670 W=8" R=1554 U=894 W=8" 1-0� -0 � � 1-0-0� < 7-9-11 21-0-0 I_ 4-8-0 _1_ 21-0-0 I 35 0 0 T2-o-o I 5-0-0 =T2 0 -1 2-8-0' 46-8-0 Over 3 Supports j v PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale=.1875" Ft. *`NARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20. 0 P S F R E F R 0 8 1 - 9 7 8 9 4 BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE DATE 0 2/ 2 6/ 0 3 I NST{TOTE. 583 D'0NOFR IO OR .. SUITE 200, MAOISGN. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED C- TC D L 7. 0 P S F UNLESS STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _1MPORTANT" FURNISH A COPY OF THrS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FROM THIS ANY FAILURE TO .�C-A P. R 4y BC DL 10.0 PSF —`- DRW HCUSR081 03057423 PRODUCTS. INC. SHALL NOT 8E R€SPONSIBLE FOR ANY DEVIATION DESIGN; BUILD THE TRUSSES IN CONFORMANCE MITH TD1; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND j i* ALPINE BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION DUBLISHED BY THE A.MERICAN FORAND PAPER ASSOCIATION) AND TPI. ALPINE pa- p R B C L L 0. 0 P S F H C- E N G V B/ W P F S E 0 N - 1518 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT As NOTED. APPLY CONNECTORS TO TOT . L O . 37.0 P S F Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of Authorization#567 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIGN CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR 81JILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Q� S'[ATE OF 1 �lOR1Q*._•�, `4$�ONAL� --- D U R. F A C. 1 .2 5 F R O M J R H SPACING 2 4. O" J R E F 1 S O M 0 8 1_Z 5 2 (61230-5U5 2162A - A1C) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N :B1 2x4 SP #1 Dense: Webs 2x4 SP #3 :W3, W5, W6, W7, W8, W9, W10 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0,1280 " gun nails @ 6" OC. (A) 1X4 #3 HEM FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in I roof, wind TC DL . 5.0 psf, wind BC DL = 5.0 psf. Il In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= 6X6= +9-4-0 6X12 � onv� 4X6= 1 6X6= 6X6= 1- 07 0 ( 1-00--0 9-9-11� 21-0-0 _I_ 4-8-0 _I_ 21-0-0 f 35-0-0 1 2-0-0 5-0-0 1 z-0-0 1 -2-8-0 i 46-8-0 Over 3 Supports R=86 U=180 W=8" R=2315 U=1176 W=8" R=1293 U-776 W-8" PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 QTY:1 HI 1 E - Scale "WARNING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AN0 BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 2 0. 0 P S F R E F R 0 8 1-- 9 7 8 9 5 DATE 0 2/ 2 6/ 0 3 11,ST I TUT , 583 O'ONOFRIO OR., SUITE 200. MAOISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7. 0 P S F ALPINE STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 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 ,�fft P.}� .?'V (j�J�'��`+� yNo. L* T(, OR _ BC B C TOT DL L L . L D . 1 0.0 0. 37. 0 0 P S F P S F C P S F D R W HCUSR08I 03057417 H C- E N G V B W P F / S E O N - 1523 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING : .. d $T�� R��j D U R F A C 1 5 FROM J R H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS . . .2 SPACING 24.0" )REF 1S0M081_Z52 Haines City,FL 33844 FL Certificate of Authorization M567 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS 161L i TY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - - (61230-51.15 2162A - A2A) THIS DWG PREPARED FROM COMPUTER INPUT ([.DADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in Bot chord 2x4 SP #2 N :B1 2x4 SP #1 Dense: roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. Webs 2x4 SP #3 :W4, W5, W6, W7, W8 2x4 SP #2 N: In lieu of structural panels or rigid ceiling use purlins: to brace all (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) flat TC @ 24" OC, all BC @ 24" OC. scab for (1) CL8 and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with Deflection meets L/360 live and L/240 total load. Creep increase factor 0.128x3" gun nails @ 6" OC. for dead load is 1.00. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally WARNING: Furnish a copy of this DWG to the installation contractor. spaced. Attach with (2) 8d nails. Bracing material to be supplied and Special care must be taken during handling, shipping and installation of attached at both ends to a suitable support by erection contractor. trusses. See "WARNING" note below. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 6X6= 6X6= 3 X 8 3X4� a� A W W 6 r } T6 6 X 6 i (A) (A) 6X6a (a} W (Al W6 W8 9-4-0 B1 2X4111 3X8= 3X4= 6X6= 2X4III 3X6(A1) 6X6= 3X6(A1) R=277 U=238 W=8" R=2121 U=1084 W=8" 1-0-0 13-6-0 _I R=1109 U=669 W-8" I 21-0-0 I 4-8-0 I 21-0-0 J 46-8 0 Over 3 Supports J PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 QTY:1 HI 1 E - Scale=.1875" Ft. —WARNING" TRUSSES REOUTRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TC L L 20.0 0 P S F R E F R 0 8 1-- 9 7 8 9 6 BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE i NSTI TUTE, 583 O'ONGFRIO OR., SUITE 20D, MADISOR, Wi 53719I, FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7 .0 PSF D A T E 0 2/ 2 6/ 0 3 STRUCTURAL. PANELS. BOTTOM CH ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" • !,- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ENGINEERED ANY FAILURE TO I� ti BC DL 10.0 PSF DRW RCUSR081. 03057418 H C- E R G V B/ W P F A pp Fi LP1 NE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL INSTALLING ANDHID. DESIGN V •• R B C L L _ 0. 0 P S IF S E ON - 1526 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. ST€EL, EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ONTHIS 1, SIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SE At, ON THIS DRAWING INDICATES ACCEPTANCE OF ONENGINEERING- yx d•. STATE OF Rct�oT TOT. L 0 . 37.0 P S F D U R F A C 1 5 F ROM J R H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �"$LS-�A� �CJN . . .2 SPACING 24.0" ____ JREF 150M081_Z52 Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization N 567 ANSI/TPI 1 1995 SECTION 2. (61230-5U5 2162A - A3A) 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, W5, W6, W7, W8, T3 2x4 SP #1 Dense: W16 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. (A) 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. 6X6= T3 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. NOTE: LATERALLY BRACE BOTTOM CHORD kBOVE FILLER AT 2'0" O.C. 6X6= T 1-3-5�13-4-0 5X8= 2-4-0 i 9 4-0 3X6(A1) = 4X4= """_ R=503 U-308 W=8" R=1671 U=865 W=8" 1-0-D _I 13-6-0 R=1062 U=632 W=8" I 19-0-4 f 8-8-0 I 9-1-8 _1_ 6-2-4 _I I 43-0-0 Over 3 Supports Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale "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 T C L L 2 0.0 P S F R E F. R 0 8 1-- 9 7 8 9 7 INSTITUTE. 583 0*ONOFRIO OR .. SUITE 200, MADI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TG PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P SF DATE 0 2 / 2 6 / 0 3 ALPINE STRUCTURAL PANELS, BOTTOM CHORD SHALL. HAVE A PROPERLY ATTACHED RIGID CEILING. "`IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASIM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .�V-�{ P. �4Y�.L�•.'-iy ��F/(�T '" �- �* 1 nn IR �� y" BC DL B C L L _ T 0 T . L D . 10.0 0.0 37.0 PSF P S F P S F DRW HCUSR081 03057419 H C- E N 6 V B W P F / S E 0 N - 1529 EACH FACE OF TRUSS. AND ONI. E IS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 360 A2. THE SF AL ON THIS DRAWING INDIfATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �• $TA�� iC D U R F A C 1 5 FROM - J R H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �SlONA� . . .2 S PACING ______ 24. D " J R E F 1 S OM 0 8 1__Z 5 2 Haines City, FL 33844 FL Certificate of Authorization tt 567 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER kN$ I JTP I 1 - 1995 SECTION 7l ON 2 . (61230-5U5 2162A - A4A) 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 :W4, W5, W6, W7, W8, W10 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 3X6 (Al) 4X4= 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. Right end vertical not exposed to wind pressure. In lieu of structural panels'or rigid -ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. 5X8= 3X4= 6X6= VAv= I T 2-3-7 . �13-4-0 2-4-0 4= 9-4-0 R=488 U=272 W=8" R=1693 U-947 W=8" R=1056 U=657 W=8" 1-0-0 _I 13-6-0 17-0-0 I 12-8-0 I 5-1-8 I 8-2-8 43-0-0 Over 3 Supports _I Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale=.1875" Ft. "WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20. 0 P$ F R E F R 0 8 1-- 9 7 8 9 8 BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOfR10 DR., SO TE 200. MADISON. WE 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCIIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7. 0 P S F DATE 0 2/ 2 6/ 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL. HAVE A PROPERLY ATTACHED RIGID CEILING. ft P._1 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S;.{ ti B C D L 10.0 P S F D R W HCUSR081 03051420 PRODUCTS. INC. SHALL NOT BE RESPONSE 8LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •rF BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND No. �'.* B C L L 0.0 P S F H C- E N G V B W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN *O p - / SPECIFICATION PUBU SHED BY THE AMERICAN FOR AND PAPER. ASSOCIATION) AND TPI. ALPINE IM1 CGNNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �� .. T 0 T . L.D. 37.0 P S F S E O N - 10585 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER d•• STATE - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING �'•�•A �y D U R . F A C . 1.25 FROM J R H Alpine Engineered Products, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. - THE SUITABILITY AND USE OF THIS •' t. Haines City,FL 338" COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. - - SPACING 24.0" JREF 1SOM081_Z52 (b1Z3U-SU5 ZIbZA - A5A Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W5, W7 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 6X6= 3X6(A1) - .,— 6X6= .�.� �"� �"�.,,,.�� .��,. .,��,,,��. .,.�.,� Yam ........ .. .................� .,............ .,. ......,., ..... 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg. located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. In lieu of structural panels or rigid ceiling use purlinsl to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.00. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. 1 3X8= 6X6= 1 1-2-3 13-4-0 T 2-4-0 tX6= R=335 U=269 W=8" R=1914 U=946 W=8" R=987 U=617 W=8" 1-0-0 13-6-0 15-0-0 I 14-8-0 I 5-4-0 ) 8-0-0 J 3-0-0 Over 3 Support Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 QTY:1 HI 1 E - Scale=.1875" Ft. `*WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20. 0 PSF R E F R O 8 1-- 9 7 8 9 9 BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE. I NST I TOTE, 583 O'ONOFRIO DR., SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO �Y PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7. Q P S F DATE 0 2/ 2 6/ 0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE. A PROPERLY ATTACH&O RIGID CEILING. ,t� p F/ p — •"IMPORTANT— FURNI5H A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ) ti� BC DL 10.0 PSF DRW HCUSR081 03057421 PRODUCTS, INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOIJ. p p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND r� S* U C L L 0. 0 P S F H C- E N G V D W P F A L P I N E BR ALIMG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN *F / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE R CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T . L D . 3 7 .0 P S F S E Q N - 1535 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �:� b'(ATE OF DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t 'C�.,I�Q D U R . F A C . 1 .2 5 FROM J R H Alpine Engineered Products, Inc. RESPONSIBILITY SOL€LY FOR THE TRUSS COMPONENT DESIGN 5HOWN. THE SUITABILITY AND USE OF THIS ` Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER _ a SPACING 24. 0" J R E F 1 S OM 0 8 1 _Z 5 2 FL Certificate of Authorization # 567 ANSI/TPI 1-1995 SECTION 2. THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR; (a7576-5114 2162A - A6A) TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN ENCLOSED BLDG, NOT LOCATED HGT, SBC, WITHIN 10.50 FT FROM ROOF EDGE. HOT CHORD 2x4 SP #2 N WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. WEBS 2x4 SP #3 :W4, W6 2x4 SP #2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS, LATERAL BRACING TO SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2)' CLB'S BE EQUALLY SPADED. ATTACH WITH (2) 8d NAILS. BRACING WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A LENGTH OF WEB MEMBER. ATTACH WITH 0.1280" GUN NAILS @ 6" OC, SUITABLE SUPPORT BY ERECTION CONTRACTOR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DEFLECTION MEETS L/360.00 LIVE AND 1-/240.00 TOTAL LOAD. TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00' OC. W3X6(A1) W5X5 W5X14= W3X8=- 6 W6X8 = A) //6 (A) 2-4-0 J]IEI-0 W3X8 = W06 = W4X4(R) m W6X8 = W4X4 = W5X8 = W3X6 = W5X8 = W5X8 = W04 = 1133-4-0 9-4-0 1-0-0 3-4-0 13-0-0 I 20-8-0 I 16 0 0 J 43-0-0 Over 2 Supports j R=176 PLF U-94 PLF W=13-6-0 R-864 U-540 W-8" �Q Note: All Plates Are W2X4 Except As Shown. t PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 E Scale "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION,HANDLING. SHIPPING, INSTALLING AND TC L L 20.0 P S F REF R 0 8 1-- 5 7 8 8 6 MAC I 16. REFER TO MIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFALO OR., SUITE 200. MADISON, WI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED _ TC D L 7.0 PSF DATE 0 4 / 2 8 / 00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .SEAP, - BC OL 10.0 PSF DRW HCUSR081 00119139 P0.000CTS. INC. 5HALL NOT BE RESPONSIBLE F00. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRIC,TItl6. HANDLING, SHIPPING, INSTALLING AND • , BC L L 0.0 PSF H C - E N G J W C / WP F ALPINE BARGING Of TRUSSES. THIS DESIGN CONFORXS WITH APPLICABLE PROVISIONS Of Y05 (NATIONAL DESIGN SPECIFICATION PURL [SHED BY THE AMfRFCAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE fl CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO IR TOT . L D . 3 7 . 0 PSF S E ON - 10623 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER A DRAWINGS 160 A -I. THE SEAL ON THIS ORAW ING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Q., STAM� f2 D U R . F A C . 1.25 FROM J R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS "'� qt� Alpine Engineered Products, Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 8'2�""'� ^ FlsifLesCity,FL 33844 ANSIITP1 1-1995 SECTION 2. a1 �� SPACING 24.0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (37576-5114 2162A - A7A) TOP CHORD 2x4 SP 2 N :T4 2x4 SP #1 Dense: ' 110 MPH WIND, 15.Oa FT MEAN LOCATED HGT, SBC, WITHIN 10.50 FT FROM ROOF EDGE. BOP CHORD 2x4 SP #2 N #2 ENCLOSED BLDG, NOT WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF, WEBS 2x4 SP IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W5X8 = W4X4 = W6X6 = W4X4 = W5X8 = ;6 T 29 4 0 W4X6 (AZ) = WlX4 M W4X4 =— WbXb= 10113AD= VIVAU= n—(.'7 m W2X4 M 1-0-0 f 11-0-0 I 24-8-0 I_ 7-4-0 _I 43-0-0 Over 2 Supports I R=1657 U-940 W=8" R=1579 U=870 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 E - Scale —.125" Ft. ••WARNING— TRUSSES REOUTRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND TC L L 20.0 PSF REF R 08 1 - - 5 7 88 7 BQAC (N6. REFER TO HIS 91 (MANGLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 593 O'ONOFRIO DR.. SUITE 200, MADISON, YI 53719). FOR SAFETY PRACTT CES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACKED TC D L 7.0 P S F DATE 0 4 / 2 8 / 0 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Rt P **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED SE..-- iG`r BC D L 10.0 P S F D R W HCUSR081 00119140 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO^''�1fN:.4j�Y BUILD THE TRUSSESIM CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND •* BC L L 0.0 P S F H C- E N G J W C/ WP F ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS tb�.i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT . L D . 3 7.0 P S F S E Q N - 10660 CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GAIV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �. ��-WWW d, STATE � DRAWINGS )GO A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN6INEERIM6 i ,�'•AlOq�''� DUR. FAC. 1.25 FROM LJRH AI tllC I?n ProdTELas, 1ERC QE SPOMS[B IL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P 5� 33�4 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �70NA� SPACING 24. 0 H uY, ANSI/TPI 1 199 5 SECTION 2. (17576-5H4 2162A - ABA) TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP 2400f-2.OE: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W3, W9 2x4 SP 12 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. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WIND BC DL = 5.0 PSF. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X8 = W4X4 = W6X6 = W4X4 W5X8 W 9 V A MEEMPIAM i 4X4(R) $ W4X6(A2) W04 = W6X6 = W3X8 = W6X6 = W3X6 W2X4 CI 1-0-0 1w I 9-0-0 I 28-8-0 —1-5-4-0 _1 iQ 43-0-0 Over 2 Supports R=1657 W-8' R-1579 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 ''WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 O'ONOFR IO OR .. SUITE "U. MADISON, NI $3119), FOR SAFETY PRACTICES PR IOA 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 (rCA P. R� PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TG SiFILi•{3 T�' C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND A L P ICY L BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN• NO, SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANDTP1. ALPINE yyyyyy CONNECTORS ARE MADE OF 20GA ASTM A653 G240 GALP. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO J.iVLR i EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 7Yn DRAWINGS 160 A 1. THE SEAL ON TU15 OR AW ERG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING E7•, O /1l� ,,,,,�� n„,�.�,,.,, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND IJSE OF THIS i RNPPYr. Mpme n City,Es 6" erect 3A• 3� Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNE4., PER ANSiITPI 1_1495 SECTION 2. T 2*9-4-0 FL/1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" LL9) Scale—.125"/Ft. REF R081--57888 DATE 04/28/00 O R W HCUSR081 00119127 HC-ENG JWC/WPF SEQN - 10664 FROM JRH .m ur n n,nc P. nTMCMCTnMCI CIIRMTTTF❑ RY TRUSS MFR. (3/Ubb-bH4 ClbZb - AyA TOP CHORD 2x4 SP #1 Dense :TI, T5 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N :B2, B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL — 5.0 PSF, WIND BC DL — 5.0 PSF. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00' OC, ALL BC @ 24.00' OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. W4X8 (B 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: I ROW @ 12' 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. RIGHT END VERTICAL NOT EXPOSED TO WIND. W5X8 = W4X4 = W6X6 - W2X4 W W6X6 - W4X4 - AM W5X8 = W 4 X 6 a F-4 , iMin- W4X4 W6X6 = W4X4 = B2 HS412 - W4X4 W6X6 - — III 1-0-0 I 7-0-0 I 32-8-0 I_3-4-0-1 43-0-0 Over 2 Supports R-3329 U-2144 W-8" R-3422 U-2167 T 2-2-3 1 9-4-0 PLT TYP. Hi h Stren th,Wave TPI-95 R Design Criteria: TPI STD 19.5b HI 1 - - E - - Scale—.1875" Ft. ALPINE Alpine eexcd PIOdIICb, IrLC B� . P Haines City, FL 33844 Li'. '"YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. If F E RTO HIS-91 (MANGLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR.. SUITE 200. MADISON. WT 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS- UNLESS OTHERNISE, INOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.%..�--.. —IMPORTANT' • FURNISH A CO►Y Of THIS OE SIGN TO THE [NSTALIATIOM CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TOl0't* 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 THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. 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 -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SP0N5{B ILI TY SOLELY FOR THE TROSS COMPONENT OE SIGH SHORN. THE SU ITABIL [TY AND USE OF THIS COMPONENT FOR ANY PARIICULAR BUILDING (S THE RESPON519 LITY OF THE BUILOING DESIGNER. PER ANSI/TPI 1-L995 SECTION 2. ti a F //� �i�Q'StiFICjp'-'b P of ,( �R�`G' �.. JQa/1: TC L L 20.0 PSF TC D L. 7.0 PSF BC DL 10.0 PSF BC L L 0.0 PSF T 0 T . L D . 37.0 PSF REF R 08 1 - - 1 6 0 6 3 DATE 07123101 DRW HCUSR081 01204333 H C - E N G V B / W P F S E 0 N - 10422 0 U R . F AC . 1.2 5 FROM P F SPACING SEE ABOVE (3.7576-5H4 2162A - C1G) TOP CHORD 2x4 SP #2 N BOT CHORD 2x8 SP 2400f-2.OE WEBS 2x4 SP #3 :W3 2x6 SP #2 N: 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC W4X12 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required EEE�' NAILING SCHEDULE: (0.126x3.O_g_na11s) TOP CHORD: 1 ROW @ 12" O.c. BOT CHORD: 1 ROW @ 3" o.c. , WEBS : 1 ROW @ 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. THIS GIRDER DESIGNED TO SUPPORT A 43- 0- 0 SPAN HIPSET WITH A 7- 0- 0 SETBACK SYMMETRIC 01 HIP FRAMING TO THE BOTTOM CHORD AT 7- 0- 0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2'0' SPLIT LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. k1) T 0-6-5- +g-4-0 W4X6(A1) = 3309# 1— 6-6-0 6-1-12 12-7-12 Over 2 Supports R-2116 U-1360 W-8" R-4893 U=3190 W=3.75" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 - E - Scale —.375" Ft. "•NARNING'< TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F REF R 0 8 1-- 5 7 8 9 4 BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE PERFORMINGST IT UT E' THESEO'OMOFRIOFUNCTIONS. UNLESSSUITE OTHERWISEDISON. WI INDICATED. TOPICHORD SHALL HAVEPRACTICES PROPERLY ATTACHED T C O L 7.0 PSF DATE 04 2 8 / 00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. P. `, "IMPORTANT` FURNISH A COPY OF TNiS DESIGN i0 THE INSTALLATION CONTAACTOR.. ALPINE ENGINEERED y E- BC O L 1 0 . 0 PSF D R W HCUSR081 OO119132 PRODUCTS- INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIAT ION FROM THIS Of SIGN; ANY FAILYAE TO 5-ii�IG� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND '��S" ALPINE BRACING 0f TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ' No �* B C L L 0. 0 P S F H C- E N G / J W C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO (; TOT . L D . 3 7 . 0 P S F S E O N - 10706 EACH FACE Of TRUSS, AND UNLESS OTHERNI SE LOCATED ON TXIS bE SIGN, POSITION CONNECTORS PER DRAWINGS 160 Al. THE SEAL ON THIS DARNING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '� 0 STATE = D U R . F A C . 1 .2 5 FROM. J R H • ••.,,��,E RESPONSIBILITY SOLELY FOR THE TRUSS CONVONENT DESIGN SHOWN. THE SUITABILITY kNO USE OF THIS a �•'� Alpine "'� COi1POMFNT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE NUILOIN6 DESIGNE0., PER $70riA� SPACING �24.0" uEs ty, ANSIITPI 1-1995 SECTION 2. - _.... .. (3.7576-5H4 2162A - C2) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC W4X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 0-6-5 9-4-0 1L Ljo 6-6-0 I 6-1-12 _I 12-7-12 Over 2 Supports —� R-529 W=8" R=460 W=3.75" Ca PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 E - Scale =.375" Ft. ALPINE Alpine Engineered Products, Inc. P Engineered IlaulesCity, FL 33844 '•WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND 8RACIR6. REf ER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D-ONOfR10 DR., SUITE 200. MADISON. NI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANf LS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `"IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BBILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OES(GR CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEy}y1p CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO E ACX FACE OF TRBSS, 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 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI 1-1995 SECTION 2. E� P �. �yt S ^• �/ �p -•YT� *_ Y,i R + "Yd,• g(ATE of:f� . A /��P•f3 0�� ....•"�l1 TONAL T C L L 20.0 PSF T C DL 7.0 PSF B C D L 1 0 . 0 PSF 6 C L L 0.0 P S F TOT . L D . 37.0 P S F REF R 0 8 1-- 5 7 8 9 5 DATE 0 4 / 2 8 / 0 D R W HCUSR081 00119126 H C - E N G J W C / WP F S E O N - 10709 D UR . F A C . 1.25 FROM J R H N SPACING 24.0 —nurrO TMDIIT n nenC R nIMFNSIONSI SUBMITTED BY,TRUSS MFR. (a7576-5H4 2162A - C3) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W 6 X 6 W2X4(Al)' W4X6(R) H1 W6X6 3.9 r—W4X6 (R) NI — 1 3.9 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/24,0.00 TOTAL LOAD. W4X4(B1) 1� 0-0� I 3-8-9 11 11 12 11 7 6 I 1 11 12 I 3-4-5 J 2-7-12 Over 2 Supports R=529 W=8" R=460 W=3.75" T 0-6-5 9-4-0 �3 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 E - Scale a.375" Ft. ALPINE Alpine En pwdRcas, Inc. Hain&City, FL 33844 "'WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANDLIN6, SNIPPING, INSTALLING AND BRACING. NETTO HIO-91 (MANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE ACTICES PRIOR TO PERFORMING TXESE FUKCTIOKSORUNLESSSUITOTHERWISE I"AD INDICATE., TOPICNOROFSHALLfHAVEPPROPERLY ATTACHED STR UCTUAAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `•IMPORTANT** FURMI SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. Tfit S 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 ASTN A653 6R40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS P€R DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS cOMPOKENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AKSIITPI 1-1995 SECTION 2. �p P. :pY� ( l *jr ND � }i. eT^� �JQNAL TC L L 20.0 PSF TC DL 7.0 PSF B C DL 10.0 PSF BC L L 0.0 PSF T OT . L D . 3 7 . 0 P S F REF R 0 8 1 - - 5 7 8 96 DATE 0 4 / 2 8 / 00 DR W HCUSR081 00119133 H C - E N G J W C / W P F . S EON - 10712 D U R . F A C . 1.25 FROM J R H SPACING 24.D" (a7576-5H4 2162A - C4) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 0-4-3 W4X6(R) S W4X6 = W04 (A2) = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. GIRDER SUPPORTS 6- 0- 0 SPAN'TO TC/BC-SPLIT ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. i 0 5-9 +9-4-0 W4X4(A1) 1 4-7-6 I 3-9-4 I 4-3-2 _1 R=936 U=620 W=9.813" 12-7-12 Over 2 Supports 1 R=936 U-620 W=7.063" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND 62ACIp6. REFER TO 019 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D,ON0FRi0 DR.. SUITE 200, MADISON, WE 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN61Nf ENEO PRODUCTS. [NC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY fAILOI IO BUILD THE TRUSSES IN CONFORMANCE W[TN TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AMO ALPINE B0.ACIN6 OF TRUSSES. THIS BE SIGN CONFORMS Y[TX APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM LY A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPCOMNf CTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ll9C P[i1d11C[S, IIIC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U5E OF THIS P HDn"`n5"Ce edCOMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1Y - 33 ANSI/TPI 1-1995 SECTION 2. c'� Ea 19.Ob2 FL 1 - E - Scale —.375" Ft. TC LL 20.0 PSF REF R081--57897 TC DL 7.0 PSF DATE 04/28/00 y'(-AP F.. BC DL 10.0 PSF DRW HCUSRO81 00119134 MB. * BC LL 0.0 PSF HC-ENG JWC/WPF TOT.LD7 37.0 PSF SEON - 10727 TE Ro DUR.FAC. 1.25 FROM JRH g�r°"IA SPACING 24.0" (3L7576.5H4 2162A - D1) 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 IN LIEU -OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF- DEFLECTION MEETS L/360.00 LIVE'AND L/240.00 TOTAL LOAD. 0 W4X4 = -7, 4 0 W2X4(Al) = W2X4 W W2X4 III W2X4(Al) I1 0 CIE 3 12_I IE 3-12 1-0-01 4-10-0 i 4-10-0 J 9-8-0 Over 2 Supports—- R-412 U-280 W=3.5' R=412 U-280 W=3.5` PLT TYP. Wave TPI- 95 R Design Criteria: TPI STD -WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, MARBLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'O90FR10 OR.. SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SNALI NAYS PROPERLY ATTACHED STRUCTUN AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FOR$IS* A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. 5HALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, IMSTALLING AN0 ALPINE BRACING OF TRUSSE5. 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 106A ASTH A653 GRAB 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-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Al llle 1tOdUM IIIC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE: SUITABILITY AND USE OF THIS P Plaines C FL 33844 C-PONENT FOR AMY PA.IICULAR BUILDING lS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER IY ANSI 1,91 1 1995 SECTION 2. 19.Ob2 FL/1/-/ /E/-/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOTAD. 37.0 PSF DURJAC. 1.25 SPACING 24.0" 0 Scale-.375"/Ft. REP R081--57899 DATE 04/28/00 D R W HCUSR081 00119135 HC-ENG JWC/WPF SEON - 10697 FROM JRH (37065-5H4 2162E - D3) TOP CHORD 2x4 SP {2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC Cal 24.00" OC, ALL BC @ 24.00" OC. CORNER JACKS AND HIPJACKS MUST HAVE A BEARING AT THE HEEL ENO: CANTILEVERED HIPJACK AND CORNER JACKS MAY NOT BE USED WITH THIS DESIGN. W2X4 W W4X6 - W4X6 = W2X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. J1 HIP SUPPORTS 3- 0- 0 JACKS WITH NO WEBS. . DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. +13-4-0 WZX4 (A1) W2X4 N W2X4 N W2X4 (AI) 11-0.01t 1-3-12_I I j-3-12,11-0-011 �c y —� 1 3-0-0 I 3-8-0 I 3-0-0 _f I� 9-8-0 Over 2 Supports 'I R-454 N-3.5" R-454 W=3.5" I -03 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 - E - - Scale =.375' Ft. *-MARRING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND TC LL 20.0 PSF REF R061--59084 BRACING. REFER TO HIG-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI VRUSS PLATE i INSTITUTE. 693 D`ONOFRIO DR.. SUITE 200. MADISON. WI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACKED TC DL 7.0 ,PSF DATE 0 5 / 0 1 / 00_ STRUCTURAL. PANELS. BOTTOM CHORD SHALL RAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COZY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • F.R. F/.._ BC DL 10.0 PSF —MR HCUSRO81 00122074 PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �g �.------_-"— BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND - !Ci'l�r•�T BC L L 0.0 PSF fiC -EKG / JWC ALPINE FACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF KOS (NATIONAL DESIGN *� NO Z SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20" ASTN A663 6440 SALT. STEEL. EICEPT AS NOTED. APPLY CORNECTORS TO 1R - TOT.LD. 37.0 PSF SEON - 10770 EACH FACE OF TRUSS, ASO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2 THE SEAL ON THIS DRAWING INDICATES ACCEPIANCE OF PROFESSIONAL ENGINEERING 9j%.. STA7'EOF i2 DUR . FAC . 1. 25 FROM JRH Alpine Engineered PradINQtR RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS I ROAIo,�/� --- I IaO. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 8UIt DING DESIGNER. PER HRuesCity. FL 33844 ANS17TP1 1-1996 SECTION 2. bNAti SPACING 24.0" (37576-5H4 2162A - EJ7A) 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 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC W4X4 —16 �E o o�lE 7 - 0 -12 _1 { 6-6-0 -_I 6-0 !--7-0-0 Over 3 Supports R-331 U-200 W-8" 110 MPH WIND, 15.00 FT MEAN MGT, 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 TQTAL LOAD. 12-4-4 R=13 U=180 3-4-3 9-4-0 R=228 U-180 i ��tf'k FL 1 E - Scale —.375" Ft. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 "WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND T C L L 20 0 PSF REF R 0 8 1-- 5 7 9 0 1 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'OM0FRI0 DR .. SU ITF 200. MADISON. WI $3119). FOR SAFETY PRACTICES PRIOR TO T C O L 7 0 P S F - DATE 04 / 2 8 / d0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, i0P CNORO SHALL NAPE PROPERLY ATTACHED . STRUCTURAL PANELS, ROT TON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y'([-::P %'/H I BC OL 10.0 PSF DRW HCUSR081 00119137 ALPINE PROBUILDCT STHf TRUSSE SA IN LI CONFORMANCENOT BE RESPONSIBLE INSTALLINGFAILURE FABRICATING. HANDLINGS SHIPPING.ANY TPIORORANY AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN AND TPI. ALPINE � rlM� BC LL O.d PSF HC ENG JWC/WPF SPEC FIC AT I ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO PER IR "'SGG7TTT"' c cro TOT. LD. 37.0 PSF SEQN. - 10737 Engim� PiUdI��, IDC llsines City FL 33844 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS DRAWINGS L60 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A00 USE OF THISAlpine COMPONENT FOR ANY PARTICULAR BUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI I-1995 SECTION 2. •. %.:C+`� STATE 2 �,�� (�' s�ON �� B +fAti Dl1R . F A C . SPACING 1 .25 2 4 .0 " FROM J R H