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154 Magnolia Park Trl 03-1546 SFRPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 PHONE NUMBER CPr 055300 PROPERTY OWNER �--"•�(}��� ADDRESS PHONE NUMBER d d SUBDIVISION ( -A� En En PERMIT # C� `� �� DATE PERMIT DESCRIPTION �— PERMIT VALUATION \ I SQUARE FOOTAGE r:�)o �q ELECTRICAL CONTRACTOR r MECHANICAL CONTRACTOR o PLUMBING CONTRACTOR ti H MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE CERTIFICATE OF OCCUDAN�,'Y / COMPLETION This is to certify that the building located at 154 MAGNOLIA PARK TRL for which permit 03-00001546 has heretofore been issued on 4/15/03 has been completed according to plans and specifications filed in the office of the Buildin Official 4�kZ to the issuance of said building permit, to wit as &"L" complies with all the building, plumbing, electribal, zoriihg and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: FIRE: Finaled Ors Inspected ZONING: Inspected UTILITIES: Water � _ Sewer Lines In �u%'1I {� *J Lines In Meter �Sewer Set Tap Reclaimed Water Ia�NO0k'1:4-�� Street Drainage S ae Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Nk U/.s;r���Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 5/16/03 6/04/03 4/15/03 6/30/03 5/13/03 4/15/03 4/15/03 4/15/03 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 154 MAGNOLIA PARK TRL for which permit 03-00001546 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 4/15/03 279.61 01-POLICE IMPACT - RESID 4/15/03 91.93 01-RADON GAS TAX FEE 4/15/03 -15.30 01-ROAD IMPACT FEES 4/15/03 847.00 01-RECOVERY FD/CERT. PGM. 4/15/03 15.30 01-SCHOOL IMPACT FEE 4/15/03 1384.00 WD IMPACT:SINGLE FAMILY 4/15/03 650.00 SD IMPACT:SINGLE FAMILY 4/15/03 1700.00 OWNER BUILDING OFFICIAL DATE w CERTIFCATE OF OCCUPANCY �� R REQUEST FOR FINAL INSPECTIOVK� **** SINGLE FAMILY RESIDENCE**** V1 ;5 DATE: \0--03-oy PERMIT #: 1Sy\,p LW ' cn► ADDRESS: \ t c� a Q 2 0 i CONTRACTOR: � �a co a N y a, cL PHONE #: yC�ri - a - `0��3 Cr \ o The building division has prepared a Certificate of Occupancy for the a location and is requesting final inspection by your department. After vyltw 2? inspection, please sign off and date the C. O. or sub iX den has been denied or approved with conditions. Your pr m71An io N e appreciated. :]Engineei -IPublic V tilities C(-1------ — re oning icensing CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: C)15'A�o 11 ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit, addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. J- ngineering Public Works :] Utilities ❑Fire O Zoning ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCA'TE OF OCCUPANCY REQUEST FOR FINAL INSPECTION J **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #:ro 15�� ADDRESS: CONTRACTOR: 9: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering []Fire _ .Pub iclicl Works ,�C�/ �Y a j� Zoning D Utilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTIOV�11 ® � **** SINGLE FAMILY RESIDENCE**** V-1 g NJ DATE: PERMIT #: �- cn► ADDRESS: V `1 `-A 1`��_C L �r�. \> ��� ct -�c< :W l a a t t t fJ w Q o C CONTRACTOR: '- k PHONE #: yyi - 8 a - (A��� Cr •.- _ a. (...i �. A 0 L u The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering ,:] Public Works ue tilities t (� ❑ Fire ❑Zoning ❑ Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSI`:ANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1- 7. O.M.B. No. 3067-0077 Expires December 31, 200f: SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use: 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 154 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 5, MAGNOLIA PARK BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, K necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: C3 GPS (Type): ( ##° - ##' - ##.#If' or ##.#####� ❑ NAD 1927 Cl NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAND I R�IAA CITY OF SANFORD 120289 SEMINOLE B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zane AO, use depth of flooding) 1202890045 E 4117/95 411f195 X WA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Otis (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Z No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR1AE, ARW-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 calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum ConversionlComments 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. JfL(m) o b) Top of next higher floor WA. fL(m) o c) Bottom of lowest horizontal structural member (V zones only) WA. ft(m) o o d) Attached garage (top of slab) 43. 0 ft.(m) o e) Lowest elevation of machinery andor equipment w servicing the building (Describe in a Comments area) 42.2 ft(m) o f) Lowest adjacent (finished) grade (LAG) 41. 9 fL(m) m co o g) Highest adjacent (finished) grade (HAG) 42. 7 ft.(m) m o h) No. of permanent opening (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 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 L TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STVIR /� ATE. AD A -AlA.- ORLANDO FL 32803 SIGNATURE I I J�A JI'�UU1 (DATE TELEPHONE 0/14/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (IndudkV Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number LARGO 154 MAGNOLIA PARK TRAIL if - CITY STATE • ZIP CODE Company NAIC Number SANFORD FL, SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner, COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3•E IS AN AIC UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (inducing basement or enclosure) of the building is _ ft.(m) _in.(crm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ fL(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the buidng is _ ft.(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, 9 available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's 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 properly owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C31 only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, a C, and E are correct to the best of my knowledge. 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 communityAssued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided fox community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE10CCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (inducing 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 FUFRJISHED) LOT 5, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT "E" MAINTENANCE & ACCESS 60.00' S89'31'41 "E 10' SCREEN WALL EASEMENT ---------------------------in- >"� � LOT 5 0 5.0' 13.3' j- '_ i. 22.0' � � 'PATIO: �• � W " C) 0) ONE STORY o CONCRETE BLOCK 0 RESIDENCE FINISH FLOOR O 00 LOT 4 N ELEVATION-43.50 xa' �a � N U-j LOT 6 .--- O •— Z 6.8' N A a COVERED 5.0' 14 8.3' 0ry 20.7' 5.0' S C W s ;. 1" 30' GRAPNI� C SCALE 'cbNckEiE. Y, 0 15 30 --_ T WALK IS 10' UTILITY EASEMENT = WALK IS _1.4'. OFF 1.4' OFF WIr■�� �.— _ _ _ _ _ N89'31'41"W 60,00' �; J �1 17 10 ppl Q1 yil 780.39' PT S89-31.41"E 953,244' PC TRACT "A" MAGNOLIA PARK TRAIL 50' RIGHT OF WAY CERTIFIED TO AND FOR THE (PRIVATE) EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-9-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 5 AS BEING S89'31'41"E PER PLAT. (FIELD DATE:) 4-10-03 RFV1sFn• SCALE: I" = 30 FEET APPROVED BY: WRM LEGEND BUILDING SETBACK LINE CENTERLINE - — — RIGHT OF WAY LINE EXISTING ELEVATION 1 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 POE POINT OF CURVE FND 5/8' IRON ROD ® NO iD. (10/09/03) QFNO NAIL AND DISC LB #4671 (10/09/03) ®SET 1/2" IRON ROD AND CAP LB 16393 (10/09/03) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE 1 HEREBY CERTIFY, THAT THIS 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 10-13-03 JOB NO. ASM40156 v a-v� crto FOUNDATION 5-28-03 CKB DRAWN BY: — PLOT PLAN 2-IB-03 MIL I AMERICAN SURVEYING & MAPPING I JCV L-1 JUVIII �IrtCCI, WIIG IOU ORLANDO, FLORIDA 32801- (407) 426-7979 FOR THE � FIRM R. bIUSCATtLLO JR. PSM// 928 DATE S-06-203 7 : 09AM F RUM tMKJ'!a"va-..•i --q,rv,v...rvcr+•M:rs-: •n y,o„ ,... .. ,.. .. CITY OF SANFORD PERMIT APPLICATION Permit If : 15 Darr. Job Address: 1 " 1-K CA w %- Desc1'iption of Work: @, �' l C CL 1 "Writ Vlilue of Work: S Permit Typci Building. Electrical . Mechanical Plumbing Fim Spnnkler/Alarm Pool Electrical: New Service — # of AMPS 1.� Addition/Alteration Change of Scrvicc __ Tempor8ty Pole _- Mechanical: Residential Non -Residential Replacement New (Duct Lwyout & Energy C81c. Required) Plumbing/ New Commercial: A of Fixtures p of Water & Sewer Lines a of Gas Lines _ Plumbing/New Residential: tt of Water Closers _ Plumbing Repair— Residential or Commercial Occupancy Type: Residential V" Comirnercial lndustnal Total Square Footage. Construction Type: N of Stories: ti of Dwelling Units: _ nood Zone . (FENIA form requirod for other than x) Parcel a: (Attach Proof of Ownership & Legal Dtocrlpiton)r Uwncra Name k Address. �� ,�Z� .S 0 2(21 U r �Vl , 3 Fi Phone. Contractor amc & Address: �� f 5 \ L �.J-NtL 22� w t 1--, %V (� ?j Z7 N±= state License Number Phone & Fax ice% ' 3 y Li'? _ Contact Perron bonding Company Address Mortgage Lender Address: Architart/Engineer: Address: Phone Faa Application is hereby made to obtain a permit lu do the work and installations as indicated. I certify that no wink or installation has convnenced prior to the Issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this junadicoon. l undmcand that a sepamtc permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all wrk 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. 1F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC:ORDINO YOUR NOTICE OF COMMENCEMENT NOTICE: In addition in the repuirementa of thin permit, there may he additional restrictions applicable to this properry that may be found in the public rc4ords of this county, and there may be addiuonal permits required fmm other governmental erintim such as avatar rranagtmrent distnctc, state agencies, or federal agencies Acceriume of permit is veriricutton that I will notify the owner of the property of the ntquue is of I'lorl In Law FS 713 Signature of Ov nWAgent Uule Sid uutu_rt�o'f Contmclor/Aocnt Date _ 5.�✓1 .._. v� C� P S Y t C Vntrac l�rl r\ nt't Na Prim Owner/AKem's Name Signature of Nul.try•Srnte.. n/ Flonda Outc �1wn�r/AGcnt is .._ Yet iun'nv Knntvn iu Mc w APPLIC'Al'IDN AYI'KOV[.I11IY Illdg: (Ini(�al d'' I)alc) �prcr,�i l Jnduinn. __._ C utnnctnrlA�eni a �Yvr:r,ng•.ly Known w Mr ,n _ Produc cA II (htwai & Dulc)-_ llnwa! . I)aie) (I,rU.,l S Uu�c :S: e,MARIE A.TLEMOYERMY COMMN /! CC 855100Ek?'1;�115.2W3kRy FA idolvoe a Bonding Co. 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) IMEMW, CLERK OF CIRCUIT CM01 CMWTY BK 04775 PG L598 CLERK'S 0 2003059913 REC RDED 94/10/2m 19:82tee AN RECORDINS FEES 6.00 RECORDED BY M Noldee The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lo(s) 5, 6, 7, 8 & 9 Magnolia Park Phase Plat Book , Page(s) , Public Records of Semmole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Ex( *ration 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 err A. La"WSM,Assistant Secretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 WRobert A. Lawson Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on behalf o the corporation. /She is personally Gown to me. Notary Public, State and County Aforesaid otar "gnature OFFICInL N ARY:;-APATRK 1Jl NOTARY PUTS? : ; ._]RIDACOMMIS--.%.dt;0MY COMMISSIONr.Xl'. Notary Seal CERTIFIED CO" !A)►RY Atom Mows 0" E COug"' FLOC M1tit1 CUUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD � STATEMENT NUMBER 1O3-75413 DATEx BUILDING PERMI Y) : _�________ UNIT ADDRES8: __ TRAFFIC ______________________--_____ SEC: TWP: SUBDIVI�ION: ` _-_-__-_--_------_- TRACT: PLAT BQOK: _ PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: .......................................................... ADDRE6Su_-_-_-�L__--------_-_----_------__-_---__----_-_---------_-_--_-__ LAND OSE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTIONx Single Family Hcuseo Detached - Construction _----__---__--__-_-___-__---__-__--__-__-__--_-_---_-_--_-__-__-_-_-_---_--_---- FEE BENEFIT RATE` FEE UNIT -RATE- PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DE8C. UNIT OF UNITS -�___-ROAD� --------_-_------___-^-_---^_--_------_--_------------_-_-----_---__-_---_ -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS, ` -COLLECTC.RS NORTH O dwl unit $ 142.00 1 $ 142.00 � ^ LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHO0-0.3, CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ Z.285.00 ` STATEMENT / ` RECEIVED BY: _ SIGNATURE __ (PLEAUT PRINT NAME) NOTE TO QE[EIVIN8 SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND E�NSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS DF THE ROAD, LIBQARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING) SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAM IMPLEMENTATION OFFICEn 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TQ: CITY OF SANFORD BUILDING DEPARTMENT ]0O NOKTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMMER AT THE TOP LEFT OF THE NOTICE. ~ ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*0* FAMILY BUILDING PERMIT******************** a>: CITY OF SANFORD PLUMBING PERMIT APPLICATION r S/4�a3 .. Permit Number: e' 3 � I S � Date: ' The undersigned hereby applies for permit to install the following plumbing: o+� = Owners Name: � • � "�' Address of Job: S MG9�•1ia p(a'^�gti"rr`1 t`i M"�holi•, P.,f k �, ADVANTAGE PLUMBING INC. t Plumbing Contractor. P 27 ' OVi FLORIDA 32762-0027 Residential: x (407) 366.3994 Non -Residential: By Signing this application I am stating that I am in compliance with City of S Applicant's Signature 3c Mtotl•,,,k State License Number ADVANTAGE PLIJMISING, INC. P. V.,,R :'emu-J994 CITY OF SANFORD PERMIT APPLICATION Permit No.:o -- � ,-51A �o Job Address: Date: 1 o_- SOA6 rd 1 FL_ PermitType: ✓ Building Electrical Mechanical Plumbing Fire Alared5prinkler Description of Work C,D n 5+r L4 E } Q �- S'oru S F R_ L . Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration Change of Service Temporary Pole New AMP Service ( of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: ✓Residential +Commercial —Industrial Total Sq Ftg: 60 Value of Work: S 183, 6 D3. W Type of Construction: B LDC.k Flood Zone: Number of Stories: Number of Dwelling Units: I Parcel No.: l8 -- ZO 3 / -900 - U020 OCCQ (Attach Proof of Ownership & Legal Description) llrizl . o State License Number. CX,3CO55--10 Contact Person: 1_21GL�4e Co�_Jjph Phone &Fax Number. 1�09 -A5-7- 9/DE C RS7-'7�.2 ; Title Holder (If other than Owner): IJA Address: Bonding Company: /yA Address: Mortgage Lender: A)A Address: Architect/Engineer O Q Phone No.: 4�7 - 71 T '<-OD 7)� Address: �ri' Fax No.: - Z- 77 q - LIZ) 7,1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFiDAVfT: 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 IMPROVEM,ENI'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, Signature of Contractor Agent Date WZTIR OULTON Ej TE OF FLORIDAO. DD134330EXP. ULY 26,2006Owner/Agent islly Known to Meor Produced ID B, D 4Printactor/Ag is N 4k Kk f Notary -State of Florida Date A, =97Ate, PATRICIA COULTON NOTARY PUBLIC SPATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION FXP. JULY 26,2006 Contractor/Agent is V Personally Known to Me or Produced ID APPLICATION APPROVED BY: ��`�` Date: Special Conditions: Limited Power Of Attorney I hearby name and appoint: Craig Coulton, ok--� p � e p��� each agents of D.R. Horton Inc. To be my lawful attorney in fact to act for me and apply to The Building Department of: The City of Sanford For a residential permit for work to be performed at: Lot # . � Subdivision : K"ao 'PD, r k, Address: e rd And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CB0055300 Contractor State Registration Number nature of Contractor This foregoing instrument was acknowledged before me this day of-44, 2003 By. Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. state of County Notary Public Signature E I..NOTARY SEAL V, COULTONC STATE OF FLORIDA0N N!'O. 1)D111433pON EY.r. Ut Y 26,2006 Notary Seal '-'A,x VP SANFORD P.O. Box 2847 SANFORD, FL 32772 ,.. I'l1ONI: 11 (407) 330-5630 APPLICATION FOR l)"1'ILI"I'Y SERVICE A('('OI IN l (FULL NAME) SI:RVIC)", ADDIRI:SS FAX 11 (407) 328-7367 1v1A11.INc' Au1.)itl:ss(_2, E-I ��1-�,,,Q-LAl}'l. t�-;vP',�Z "1'URN ON UA'I'E SINGLE FAMILY RESIDENCE / MULTI -FAMILY RESIDENCE �u UWrr(A e-nt COMMERCIAL E Cov1c�Gt : �a�► C,ovl }gin WORK#4D-- 8G--7 -c1 l O) SOCIAL SECURITY# HOME# OWNER OF PROPERTY_ DR. i\ 'R I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOT PROVIDE PROPER IDENTIFICATION AND ANY OL PAID AT THE TIME WHEN TRANSFERRING MY DEPOSIT TO ANOTHE ALL OUTSTANDING CHARGES. EW APPLICANT MUS CHARGES MUST RF SERVICE ADDRESS. I MUST PAY I UNDERSTAI'll) THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE_ - DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAI- CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR I)ATI- r M=7APP_X T=S_r = C OTLTRO0 L Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS n me 3)�­ Cite/State/Zips Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:R+-� a- ' Quarterly Payment Amount$ (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. • u! � � i ►!e z � e ' Name Address City/State/Zip Phone & Email DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RELATIONSHIP OF THE PARTIES. :apex Representative Signature Date '--- Cusstomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained In literature provided by DowElanco: i. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and a. during those years, inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for V"per quarter (3mo period) payable on or before the end of the previous monitoring period. After the Cfth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the aren(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any portions) of the Structure(s), even by an active wood destroying insect Infestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this parngrnph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAITTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY, Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. It Is the ity f all SENSITIVITY/PHYSICAL FACTORS: Customer understands And agrees anent occupants to consult a physic) Half necessary regardingltinyoaffecta the Property treatment guests, and/or other temporary o p days prior to treatment regarding any allergy or may have and (2)lt is their responsibility to notify Apex In writing not less than two (2) y p scnsltivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract an apply vvlthout exception. COMPONENTS: The RICO t nents DOWE en NCO OS stem (Components) nts) a e and will remain to property of DowElanco. The Customer hitssnohrightslto nyoof he of the S Y Alter, remove, or modify the components In any way, other than the right to their use as Components, and the Purchaser may not Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElnnco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex will, (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship (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 relationshlp)(3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer effects to discontinue the relationship, or if Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (5)retr►eve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initlal installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticlde being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may vold this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging a Mny part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located Ir Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex ma; without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue n the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred b Apex, whether or not suit Is brought. vENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement i held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force an effect. CHANGE iN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the right i revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfiller Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuelJor materials, sttikt embargoes, fares, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apc Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not responsible for; (I)term►te damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alteratior (3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have be repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereund Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. 'I proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or designee. The arbitrator will have the complete power to determine all Issues of fact And law, and any determination of the arbitrators be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual ba and not a class wide basis. Apex shalll recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thlrty-s(x) months from the Initial date of Installation, terminate this Agreement and relleved of any liability hereunder if Apex determines, In Its sole discretion, that it is unable to prevent or stop further damage to Prop. from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In )vritin The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the Identi Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the Inspection was reque by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from its effective date. After Initial 12 (twelve) month period, Customer may transfer or Assign this Agreement with a M transfer fee payable to Apex rvithl (thirty) days of the transfer of the treated Property. 'Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407459-2847 407-858-0540 813.221.2847 800-929.2847 888-764-2847 877.459-2847 CITX OF SANFORD $PING DIVISION G PERMITPERMITENTIAL BMDIN SU BMITTAL REQUNTS Foptt%D wo 2 recent boundary and bu!idilig location surveys showing setbacks O 1 • T () from all structures foproperty lines for permit for structures (not fences) O 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan indicating footcr sizes rf rc replacement. walls. Provide side view details Of these footers with reinforcement b p b Floor plan indicating interior wttli partitions and room em ke detector, room dimensions, door, window, and/or opening locatton(s), lnndings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handlenpped Code (F.s. 553, Part 5) exter❑ 13$ east, west, north rind south. Fi C. Elevations of all ias or ,eriCity Engineering Department oornlsh floor elevation height P subdivision plat. of ❑ d. Cross sections ter and eztcrlornShow all compone be used In the is of wall s ctiong non -bearing i Plan to e, Frnmtng plan for floor joists where conventionally framed. Indicate span, size and species of materials to be used. ❑ f, Engineered truss plan with details of bracing. Engineered beams for spneing openings to carry and support trusses. O g, Stair details with trend o d riser is r dimensions, uastringer size, methods of attachment, placement o h. Square footage table showing footages: 11 S.& Gnrnges/Carports 1 6--'s.r. .F. Porch(s)/Entry(s) Patio(s) S.F. Conditioned structure Total (Gross Area) ❑ 3, Three (3) sets of completed Florida EnergyIf soils appear to be unstable ❑ 4, Soil analysis and/or soil compaction report. or if structure to be built on fill, a report may be requested by the Building Official or his representative. ❑ $, Other submittal Documents:' I and/or sewer system ❑ n. Utility letter or approval when +,li41wntcr supply connection to be made. t ❑ b. Septic tank permit to be obtainc Seminole County Health 3600. Department Att 400 W.Airport ianford, Fl (4c 6Cont ct the c. Arbor permit when trees to be r' moved from property, City Engineer for details regard ie arbor ordinance and permit.oro hl�, and signatures provided by a ❑ 6. Application to be completed thAR IN licensed And Insured contractor. LO�, CIO A �DE� FLOSRIDA STATE PERSONS TO SIGN STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tie beatbs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanicai fbnal and plumbing final 14. Building flnal 15. Other DATE _ SIGNATURE (By Owner or Autho ed Agent) . _, t:•: ,3]= .N'. � frti, y+l '•'R•yi f T."I� �v��-} pad j, �. 1V� A: 4l CITY OF SANFORD PERMIT APPLICATION /} �/ 6 ' - 3 C' 3 Permit # : L,•' , ") ,�j7 Date: �J " Job Address: _ _ j j c �J) Description of Work: { / Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor'hiy Pole . Mechanics.'. Residential Non -Residential Replacement New (Duct Layout & Energy CaiF. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (hti.m than X) Rmulmi Parcel M (Attach Proof of Ownership & Legal Description) Owners Name & Address: I Phone: Contractor Name & Address: Phone & Fax: _ Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: to License Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has corns enced prior to the issuance of a permit and that all work will be perfomred to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be dome m c 7pliance with all applicable, i:.u:; mitkdating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCE ENT MAY RESULT fN YOt Jl< Ph. VING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONS T W UR LENDER OR Alq ATTORNEY BEFORE RECORDING YOUR NOTICE- OF COMMENCEMENT. N TI E: In addition to the requirements of this permit, there may be additional restrictions a tcable to prope that y be found in the ptublic records of this county, and there may be additional permits required from other governmental entities ch as wat age ent dis i ts, state agencies, q/fcdc a.1 agencies. Acceptance of permit is verification that I sill notify the owner of the property of th equire •bF a Lien w, FS 713.ii'� n �n UU lr 1, Signature of Owner/Agent Date 144alure of Cq$ap�tlAgent Date. ROBERT G. DELL_O_ R USSO Print Owner/Agent's Name l"A Contractor A ent's m LO Signature of Notary -State of Flonda Date Signature of i\o-n--State of Honda — Date ;r iA w s2,448�fC r1 �Jc9 3oe Oxwrer/Agent is Personalh mown to Me or Produced ID_ AITLI(A-1 ION APPROVED BY: Bldg: Zoning. 'Initial & Date) Spicial Conditions: Contractor/Ace-::; _ Personail-, Known to Me or Produce, (Initial & Date) (Initial & Date) (lninal & Dat: MY COMMISSION I DD 212693 EXPIRES: June14,2007 SwM Ttm NO" Pubic Undarwrl - 23� D. R. HORTON HOMES L3 SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT#SUBDIVISION: MA81VOL-114 r,A� ADDRESS 1,54 HAMM PAO,-TKRIL- 6ANFG2�P ✓C'ffEC,� L/ST __,Z-6UILDING APPLICATION ✓PQWER OF ATTORNEY ✓ 2 ETS OF SEALED PLAN$ ✓ 2 PLOT PLANS 3 SETS OF ENERGY CALLS MANUAL J/ DUCT LAYOUT -.,-'ATTACHED TO THE PLANS ETS OF SEALED TRUSS PROFILES AND LAYOUTS A77ACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT _,,,//APPE?C CONTRACT _t/ I � Lt Sri U� )� )�rm ��- Since 1978 March 31, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Magnolia Park This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit NoAC , \Sy \o for the following work: Construction of a SFR on Lot 5, Magnolia Park Phase 1, 154 Magnolia Park Trail Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner', recognizes that issuance of Permit No.C-,"?� " Y-1 �O 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.02>- is y , 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. VS LA U . The owner also agrees to the following as additional conditions for Permit 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com Q '0v J/ Since 1978 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. Printed/ Typed Name Medalid Jorge Printed/ Typed Name COUNTY OF ORANGE (Owner) Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 31st day of 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. personally known to me or who produced their Florida State Identification. OFFICIAL N(} [ gKY SE,e,L PATRICIA COULTON NOTARY PUBUC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION R ULY26,2006 Notary Signature Notary Stamp March, who is 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com m 4_4"_i5y5 u-=1/rl�i r rWl,i CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: Date: 1 The undersigned hereby applies fqr a permit to iristail the following electrical: owner's Name: 2>rg���,I - - A Address of Job: ./,_,< ElectricalContracto":A• .bn4yt8� _,,004olea_T7uc .4;�Irees,, Residential: Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. icant's SlqMrurb State License Number PLOT PLAN DESCRIPTION: (AS FURNISHED) A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST; THENCE N89'31'41"W A DISTANCE OF 970.06 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 NORTHEAST CORNER OF THE NORTHUSE OF THE UNRECORDED / PROPOSED NORTHEAST ST 1/4 OF THE 60.00 PLAT THIS PLOT PLAN IS BASED ON. NORTHEAST -------- -__ S89'31 41 E N89.31'41•W 970.06' 10' SCREEN WALL EASEMENT PROPOSED _a NPPOINT II LOT 5 ll _ r DRAINATGE TYPE A OF s.o 13a' zz.o BEGINNING fV ' _ p'L 2.5' o 9.2' i Lv 50 00' PROPOSED O� o 2361 PROPOSED O r 00 FINISHED FLOOR O ELEVATION-43.50 $ -0000 PROPOSED LOT 4 L6 LOT 6 O O A/ p p t = 30' GRAPHIC SCALE Z o z3' (1) 0 15 30 5.0' a Tn 8.3' 20.7' '. DRIVE------------------- v 10' UTILITY EASEMENT n�9� N89'31'41 "W 60.00' of - _ _ ! _ p1 172.85 - _ . - - I - 780, 39' - - - - _ P7 S89'31'41'E 953.24' PC MAGNOLIA PARK TRAIL TRACT "A" OF PROPOSED MAGNOLIA PARK 50' RIGHT OF WAY BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' LOT 5 CONTAINS 6900 SQUARE FEET FLOOR SLAB ELEVATION t THIS STRUCTURE CONTAINS 2762 SQUARE FEET t MUST BE 16)" ABOVE Ciri= TAL CONCRETE 701 SQ. FT. t OFADJACEN I ROAD UNI..ES TAL S00 3437 S0. FT. t OTHERWISE APPROVED LEGEND BUILDING SETBACK LINE PREPARED FOR: CENTERLINE MLW POB POL — — RIGHT OF WAY LINE PCC D.R. HORTON gA%Xx PROPOSED ELEVATION POE PROPOSED DRAINAGE FLOW OR PD 1. ELEVATIONS SHOWN ARE PER LOT GRADING O CONCRETE A PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS L C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT pl PCP PERMANENT CONTROL POINT PRC THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (P) (M) PER PLAT MEASURED PT TYP ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (CALC) CALCULATED A/C THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION FND FOUND Cow LIST FOR CONSTRUCTION. C/W CONCRETE WALK RP ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA CPW SIDEWALK CONCRETE PAD R CS FURNISHED 8Y CLIENT AND IS FOR INFORMATIONAL PURPOSES BOOK ONLY. PBS PAGES Rw THIS IS NOT A SURVEY NG NATURAL GRADE o EI SO. F1. SOVARE FEET THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 5 AS BEING S89'31'41"E PER PLAT. (FIELD DATE:) SCALE: 1 = 30 FEET APPROVED BY: WRM REVISED: AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA PLAN 2-18-03 JML 32801- (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELJA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD IENGIH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 1, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA U'CENSED SURVEYOR AND MAPPER. JOB NO. ASM40156 DRAWN BY: 1 WILLIAM R. M SCATELL JR. PSM(/4928 Q Y avT oNAL sse aAss oa t <9EF sE�c 'c AVARAeLE C . ` I -I - I -I NC�IC-71C� 3 AND I��ni t�AOsnc°6�a°Pwoe��. IF 2 I s 1 REVISIONS DATE: ECN NO. APPVD: DESCRIPTION t: Ink 82 I 11/00 I I NNW Ott (1) WAS (2) FOR TRACK DOLT —1 WIN. 00 SMCS ATTACHED TO DOOR T Ur I MIN PAiEMm TOG-L-= SYSTEM HORZDOOR 1RAAL ER Cro W DOOR WSTAI A (TO `C `[ k Oo;. eoTroE1 . CFJ4IER). IJ G FiM.V STEEL F1AO eRACxfT, EACH (ASiFNED ro KOOD .Aye SCREWS, LISTED(ttpa{ (J) 5/16•.1_5/e• Wood 1.D eD�. I TRACK SS b AVAEIHE AS AN OPTION wW 'C• & YWfJ4T 1' x' CALV. Sim DUCK, t. LAN, TRACK D+cxAR ss:.060• LaCR P0541+aNE i MP01I ) © (4) RACK BRAG*�12 G IDLY. N, TRAbt eRAC¢ET. LLICtOMO (.) T2-1 aRAGKE7S PER SSTE. b REPORT#9606C `°` Har6zoM AL S' . 20 G U-a.Rs Y-9UK N A 2-1-2-1 0.c TWD U-BARS W�e�9glp�pe SE ETC. tr4)14E7IT IIw/e' SHEEr ""A" SCREWS `LDOLaDN DE - - iAPPWG OPTIONAL MOTS A L now OUTSIDE KEYED I= POSIDON MAX DOOR MIN ^ 16'-0' NOTED WSID( rt4YAi1ONK O O SCREWS. DOORS TO 7'-0' MKN CONSIST �I) SECTIONS (SSMTW4)rN COAO ON V5E S.NACE Iv)SCA,y fN l=ngE.1iF}y•tls• ny;t( - DOORS OvR r-o' r calstsr OF vFONT FRAME K+TYv19 d� (9UT pE pEV11NE0) TO PWYOE A (1.USM uO1M11NC A(L 110IeI0HrAL .YOBS DO N01 TRAI45EER TAN. STOP MOULDNO By DOOR INSTALLER (TO SLAT) ° 2.6 YELLOW PINE .UYB 20 G MIN. GALV. STEEL END STALE -I t- x' THICK LPI AL 25 (A — STEEL SIUn COATED WIIII C-AD YN CALVAn12NG. BAKED -ON PRIMER. .n0 A BAKCO-pl PaLYESiTA lop COAT APPLIED t0 ROM SIDES OF STEEL SKIN. SNP LAP .LOOMS. 1' INA Il-IWr [0 G D 51CLL uln. Y[RD 5TRENCTN 50 KS 11J.�- r SLilaBr A -A (4Nlwrj 0 y MOLDED wSOf +/e�ACui[ 19NDOfx Inr°~ 20 G Fxv. STEEL WTFA. STILE LIFE RETAINER SECD M B-B Leo/•• PAR r4EYD sclKw STE[L iMCK (10 SCREWS PER UIE) BRAGONE (ASTEHfD ro ROOD UAIB S e N CENTERS S ON xl CFRTFRS (C-SO wIM ONE S/Re11 ' IAO SL%W eIDCJ() aR N' CFIOERS (2.00D PSI MN. CONCRETE) OR PEA TRACK BRACKET. SNAP UfCH EMOACES +/F'14' TAPCON SCREWS OR IT-1/2• C04TOM (Z,000 7/r6• ID. ROLX10 i \ 2 G CALv STEEL tOP OMO vWU DLAI T`M0CHX P9 T CONGRE�E). ITAL10xS KtOOED RTM FASTENER (ONE PER ROLLO) ROLLER UCN ONE SNAP UTCH ON E 1' OD. W. LHLSrEA q[gARM 2' GALA He G GALY. STEEL CFNhIt NWCE BRACKET ATTACHED w/(4) EACH SIDE OF DOOR. RWN TAPCONS. AMGIDR$ WY BE CDINFORSAIK S7EEL DUCK FASIE2AED TO IA G GtV. STEEL ROVER ro+ICU F ro NiER STALLS • 4) /r4.s/e' SHEET PETAL INTER. 57KE (BUT rqT RFOLMED) ro PNOYIOE A FLLI514 12 u GLV. STEEL rRAa BMCKEIS. FAS'GA C r0 END STRES EAGN s/�. /rses e' 9MEET y(T" sc SCREWS. IIOI1111KF0 S61fACE HOIeZOMTAL jow OO Nor iRACR ARACHEp TO Fi1d1 BRAIXEf 14.s//8' ET PETAL SCREWS OUTSIDE KEYED rRANSFFA �. WRH BOLi •NUT t4) 1/1'.3//44' SELF TA C%G SCRE" PER ENO WACF OR TKO I/4• DU RIVETS, 14 G CALr St{fl HANDLE FAO MNOE. EAGI ST STA END FASTENED f0 ENO STRE SRE 2' 01A SHORT STEM, 10 8ALL STEEL ROl1FP.. SRES w O /14.! e' VIER. SCUT AL SCREWS N'iOC NAnDU STU PIKPARA110H DF y.:_ M DIMFOt �_ � �+K R'ESIERTRELO. P.E. FIOIN P.E. 14e4" A (1) 1/CREWS, SELF OUTSIDE K[YFn Lmro LOCK eAR NORIN CAROL00A P.E. 023832 [APPI4D SCREWS. ENGAGES N OUTSIDE TRNCK ON E(QILS THE DESLOM OF THE SUPPORTING STRUCRIRAL ELEMENTS DESIGN LOADS. +24.0 PSF -24.5 PSF !' "Al . ID CA CALV STEEL U-.1 FPO HANDLE EACH SIDE S+INL � TIC RESPONSBRITr OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF F -S 2 PSF W A 2-1-2-1 PATTERN ((I.E. TWO u- SUX DOLT OF DOOR. RECORD FOR THE BURDBFO OR 57RUCRIRE AND IN CH BOTTOM SECTION, ONE U-BVt ON SIRE too YF S TwHIMb ORA CURRENTBLIRDWO CODES MR THE LOWS LWED ACCORDANCE aNOA.t O.A.PLS .aE NG D N su BECKON EACH U-Bw ATTACHED MM 1/ •.,7/4• SELF TAPPNC SCREWS PER SOLE LOCATION. fix' ONE LOCH ON SIDE OF D a DOOR. INCYY uF1F�T 13 G GALY. STEEL BOTTOMBRACK[T. ArtACr4E0 Wml (I) /14.5/8. SHEET METAL SCREW& / -ALV%NL AKINOSON R ♦.M WCAMERsiom 3 NOTKe eN ,.m A A.6(D sca (Owossl. PART NO.: - m. �' S�� �`� TOLERANCES J12 1dNA A Sde 161;k) IDEALI°°°G 45202 .r NW 14(. Mo. 1-SIJ-)81-4800 ., 4I.y.4.4, Anw. I„µ AANL s NMalA.4 rmN4 A. .0 ^ t.03 47Y WNDaWq• Fm RR. 1-513-762-3519 DESCRIPTION: MODEL 6RST W4 16-0 . 8-0: 24 /-24.5 DESIGN LOAD pbt 4A..rWA FWYW. r .00 - t,015 .000 • t A05 N.... .ewp eN..R.,. 0000 ^ t.001 Degeeee . t 1/2' DRAWN BY: SNM DATE: 4/18/00' SCALE: NTS DWG. IDYa Angle CHECKED BY: mw.w DATE: 4/18/00 SHEET I OF I SIZE B Prge[uon - p ', 5id Wig, DWG. NO.: 102138 REV. NO. I Worn C &M 11 4 MODEL 6RST (5 GA T EI KIN) MODEL: 4RST (24 GA STEEI SKIN) 3 OPTIONAL DSB CLASS OR LISTED W' ACRYUC UTES AVAILABLE SECTION 8-8) 20 CA. MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM A TOP, BOTTOM & CENTER). ■ ■ REPORT#96O6C 9 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 x 20 GA U-BAR (50 KSI) PER DOOR SECTION. E OPTIONAL VENTS J — y A _� OPTIONAL OUTSIDE KEYED LOCK POSITION - MAx. DOOR WIDTH 9'0' O/14x5/8' SHEET METAL SCREWS ENO SUDS BOLT SIRE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE qIIDF BOI T LOCK OPTION ` 0 NOTE 1:DOORS UP TO (( ) a CONSIST OF (4) DOORS OVER 7Y 0* HIGHIACONSI OF (5) SECTITIONSS(NOT 4 6WN). O 0 1/4- 3/4- SELF TAPPING SCREWS. 14 •A END HIN •FS 18.G& I 'FRMEDIATE HINGE VIEW B' VIEW 'C'C• 2.6 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'x1-5/8' LAC SCREW PER TRACK BRACKET. 2" GALV. STEEL TRACK FASTENED TO 2 GA. CALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT & NUT OR TWO 1/4- DIA. RIVETS. REVISIONS I II — I II/UU I - I . . -TY (1) WAS (2) FOR TRACK BOLT 2' TIRCK 3' TALL U-BAR 20 GA. GALV. STEEL �—� 3. r 14 GA. GI —STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED M/(3) 14x8/B' SHEET METAL -SHw LAP JOw13. 14 GA CALV. STm END HINGE- EACH FASTENED TO END S1xE5 M L 14:5 B" k (1) 1 4.93/4* SELF TA"Pm SCREWS. 3' TALL x 20 CA GALV. srea u-aaL ONE U-BAR PER SECIICN/. EACH U-W ATTACHED SCREWS POY 4�xJ/4� SETF TAPPWO HORIZONTAL TRACKSUPPORTDOOR INSTALLER (TO S ro CALV.EM STEEL FLOC BRACKET, TENED TO WOOD JAMB WITH x1-5/B' WOOD LAD SCREWS. 9 NOTE: DOUBLE TRACK a RATION LOW HEADROOM IS = AVAILABLE AS AN OPTION Q DOOR rGGALV. g HEIGHT NE 1' M70 KT THICKEEL S: .060' T = 2'xl2 GA. GALV. STEEL TRACK BRACKET. BRACKETS PER SIDE. O sTRE LIAR TOP BRACKET DOUBLE HORIZONTAL FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DO BL TR K VER AI IAuB ATTACHMENT 4W000 FRAME 801 MNGS)• 1 LOAnROOM OPTION 1/2 E LAC SCREEQUIRED.WS ON 24 CENTERS. I' O.D. MIN. /14d/B SHEEP MET L SCREWS WASHER REQUIRE LAC SCREWS MAY BE COUNTERSUNK ALUMINU Ot1RUSION SSB CLASS OR� OPTION 10 SCREW (BUT NOT REQUIRED) TO PROVDE 4 FLUSH MOUNTING LOAD. & VRft riFAREASTRw. 1/8- ACRYLIC UTE WINDOW I iTF SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. STOP MOULDING BY DOOR INSTALLER (TO SUIT) /- 20 GA. MIN. GALV. STEEL END STILE 20 GA. GALV. STEEL INTER. STILE SECTION A -A (SIDE VIEW) SECTION B-B R IA B ATT M..r1; '� gQ_@L�1L /8x3/4' PAN HEAD SCREW 2. PSI MIN .nurDCTc rlvll•'� MOLDED INSIDE (10 SCREWS PER UTE) END 3 8 x4 SLEEVE ANCHORS ON 2lCENTERS (BOTH LITE RETAINER STILE 4'OBLOCK OR 2,00D PSI x4- TAPCON SCREWS ON�24CONCRETE) ) OR I/(2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1' O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER, STILE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W 4) 14 GA GALV. STEEL ROLLER HINGES /14x5/8' SHEET METAL SCREWS. FASTENED TO END STILES EACH W/(4) 14x5/8' SHEET METAL SCREWS AND 4) 1/4'x3/4' SELF TAPPING SCREWS PER END HINGE. PREPARATION OF IAMBI BY OTHER& �2- DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION NOl�2. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENAL SECTION C-C IS SHALL BE THE RESPONSIBIUTY OF THE PROFESSIONOF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E. 1VITH CURRENT RUILDINC CODES FOR THE LOADS LISTED ON PILLS DRAWING. FLORIDA P.E. /48495 if'ji I NORTH CAROLINA P.E. /21832 G 4 1 3 OUTSIDE KEYED HANDLE INTE SNAP LATCH ENGAGES Sill ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE END STILE INSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED IOCK LOCK BAR LOCKING OUTSIDLMWM L= DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. SNAP Ai u K OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. aooa w.wa .ix wxu n sac a 0.0PAT BIaLNG PRdDKICR la.NCES N o1S --•. rPJ%L NV.: - 312 ftwl SL Swle 1600 IDEAL NId °' 4bds.wE er4 4yAexW, mwx an - t.03 IeL No. 1- 3- 45202 No. I-513-]81 -H8W HMKL4fSOV OOBART, Fa W. 1-513-762-3519 ..AHrN..r srtaAw ew.w a P4v pn.n4. F°Ax4 a' ae e4x .odn M' ns,d N t.015 . t ak DESCRIPTION: MODEL 6RST Wa 9-0 x 8-0: +25/-32 DESIGNLOAD b. .005to0�'�ee- t.001 ' t'/2 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTSDWG.Drnrd Angle CHECKED BY: MWW DATE 4/18/00 SHEET 1 OFT SIZEBProjd OMsnia4ARE IN INCIHE$, DWG. NO.: 102137 REV. NO. I 41 C C i' A J 1 - M I A M I.OAI>E NUAIVI i-DAD E COUNTY. FLORA • METRO-DADE FLAGLER BU1LD1; BUILDINC CODE COMPLIANCE OFFIA ME l'RO-DADC FLAGL[RR RUILDR .140 wl.s'r FLAGtzit s'rR rr. surd: 16 MIAMI, FLORIDA 33130.1: PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (303)37s-2�; Premdor Entry Systems coN•rtt.%eCott I.Ict-'Nstwc: sl:rrts 911 E. Jeferson, P.O. Box 76 (305)375-2527 FA.X(303)373 Pittsburgh ,KS 66762 c.•0,N•rle.%e:,roIt mvisa (303) 373.2966 FAN (305) 375.2' PRODUCT CONTROL DIVISI- (303) 373.2902 V X (303) 372-6 Your application for Notice of Acceptance (NOA) of: Cutergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend 1 use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of (lie South Flori Buildin` Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2S EXPIRES: 04/02/2006 Raw tcoariguez Chief Product Control Division THIS 1S THE COVERSHEET,LSEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE R PRODUCT REVIEW CONUN-11TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions Forth above. r1)'PROVED: 061051200i Francisco J. Quintana, R.A. Director Minnii-Dade Comity Building Code Compliance 011ic ,.4p Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED ; JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-032 f .27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepts designed to comply -with the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chanter 22 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-!V/E Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade 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 single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include nil components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang'.e between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas wlicrc the unit and the arcs me dcsi�ncd to ncccpt water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shill be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, p; otection system. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIREi•IENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ol'the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marled to show the components selected for the proposed installalio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co. (SFBC) in order to properly evaluate the install ion of this system. --2o tvtanu 1 f crcz, P.E. Product Co ro Exam Product Control Division ., Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi aad 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 acceplar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi.. submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this orrice. i. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by ft words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. if any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acccptancc as %vcll as approved drawings and other documents, wherc it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with nny section of this Acceptance shall be cause for terniination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF'I'llIS ACCEI` 'ANCE Manu Perez, P.C., Product Cont r scam Produ 'ntrol Division Glazed Units COP-WL-MAOIOD-02 FIBERGLASS DOORS 6'8" Height — Inswing 2'0" 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 3'6" Not Listed Not Listed — — Arrangement1 1th) Masonite Internationalt.l' OCCO 2• 1 1. :1 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 02-0419,08 2'10" + 1'2" COP-WL-MA0143-02 (Application Filed) 52.0 NO To" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 17 X0, OX, OXO 1'2" + 2'8" + 17' I 1'0" + 2'8" + 1'0" VG" - 3'0" + 1'0" 02-0419.08 17' + 2'10" + 17' COP-WL-MA0144-02 (Application Filed) 52.0 NO 17' + TO + 17 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + TO" + 3'0" 2'8" + 2'8" t 2'8" + 2'8" 02-0419.08 2'l0" + 2'10" COP-WL-MA0142-02 (Application Filed) 52.0 NO XX, OXXO 3'0" . 37 I I 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8' 02-0419.08 ' 2'10" + 2'l0" + 2'10" + 2'10" COP-WL-MA0145-02 (Application Filed) 52.0 NO 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 Cite 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 structwes). National, state or local building codes specify the edition required. Masonite Internatlonal structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, :�A2C2 $ PAK,. Cl akcraff MIVEK" I,IIIPXCLAi\ [.hl'KY 000%t N[n.yn..N l4[rIl[.[tnr, pea, AD 029 2002 ow rorxmv.nq 01,10 m of pr XVC1 roloro,•m,em M)m IDwhotws. peign ,no p•odon O0.ld .Wdeu ID carve .00w .,I;" ([(1"Pw01, IrDm Masonite International Corporation COP-WL-MAOIOO-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing I f 2'0" 2'6" 02-0418.03 X COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'8" 2'10" 3'0" _ 3'6" Not Listed Not Listed - - Arrangement Multiples (wid1h) masuniie international Miami -Dade OCCO DP Rating Impact Rated 2'8" + 1'0" F2'8" . 17' r 210' + 1'0" 02-0418.03 1'2" COP-WL-MA0163-02 (Application Filed) 55.0 NO TO" 1.0:, TV . 1'2" 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 1'0" + 2,8" + 1'0" IV' + 3'0" + 1'0" 02-0418.03 17' + 2'10" + 17 COP-WL-MA0164.02 (Application Filed) 55.0 NO 1'2" + 3'0" + 1'2" i 26 ,2V-26" i 2'8" + 2'8" + 2'8" 2' 16" + 2' 10" + 2'1 V i I 37 + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 COP-WL-MA0162-C2 (Application Filed) 55.0 NO 210" + 2'10" 3'0" + 37 V. OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 21" + 2'8" 02-0418.03 COP-WL•MA0165-02 (Application Filed) 55.0 NO 2'10" + 2'10" + 2'10" + 2'10" 3'0" i 3'0" + 3'0" + 3'0"i i JiCS: 1. Occr a; rzrigements using fewer panels than what is shovm in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masoni;a Infernationat 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 ASU 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. gg"19A ARTF.K . I .11 ..w'1 All h­ I A Y VOOH.I W•f .wN Nr+4n Fnn C,•::: . o.• ,r o••., Vl Masonite international Corporatior. Om C4-'W%U %0 O,oplam of IWONO Inp WMIC„f MWS 306"C*on5, 050 Yid Dr IUC' drija %-ti`CI io 4DDny+ Neil t Glazed Units FIBERGLASS DOORS 8'0" Height — Inswing (nal COP-WL-MA0146.02 Miami-Dad'e BCCO 02-0423.01 (Application Filed) 1• Rating 40.0 Impact Rated NO i I•Singles X (width), 27 2'6" 2'8" 2'10" 3'0" TV Not Listed Not listed — — �Iltbltbt;1111411 1 X.;. Opt, CXO Multiples (width) 2'8" + 1'0" Masonife International COP-WL-MA0148-02 Miami -Dade OCCO 02-0423.01 (Application Filed) OP Rating 40.0 Impacl Rate NO 1 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" I 3'0" + 17' COP-WL-MAD149.02 02-0423.01 (Application Filed) 40.0 NO 1 -----� 1'0" - 2'10" + I IT + 2'8" + 17' _ 1'0"+2'8"+IT 1'0" + 3'0" + 1'0" 1'2" + 2'l0" + IT 1'2" + 37 + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" +3'0" i XX, OXXO 22u"+ '8" t 2'3" COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO TV + 2"8" 2'10" + 210" TO" + 37 TV + 2'8" + TV + 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'l0" + 2'10" + 2'10" 37 + 3'0" + 37 + 37 ;Votes: 1. Door arrangemanis usieg fewer panels thar. what. is shown in the above chart also comply under the product approvals shown. 2. Assembly details are availab!e from. the Masonite Inlernational website (www.masonite.com) or from the technical center. 3. Insw1a;ion ins%::ions are 3v3ilable from the t.!Zsonile International website (www.masonite.com) or from the technical center. 4. A,!LZi ceslen pressure requirzment for a speci'Ic cuilding design 8 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, wafer, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcraff MTEK" 11M,.N :,. •\.\.S /:N•fMV Df,(lll( W"-Ir.".I ,iwp.0 /—]D"nn far I px'" Masonite tnternationat Corporation Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing X Singles (width) 2'0" Masonite COP-WL-MA0166-02 r, l' r 02-0423.03 (Application Filed) r• , 47.0 t, •1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — Arrangement— X0, OX, OXO , , 2'8" + 1'0" ,nife International COP-WL-MA0168-02 Miami -Bade BCCO 02-0423.03 (Application Filed) DP Rating 47.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'D" 2'10" + 17 3'0" + 1'D" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'D" 1'0" + 3'0" + 1'0" 17 + 210" + 17 17 + 3'0" + 17 2'6" + 2'6" + 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-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 21" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. Q O akWaff w....a."..�"e-1 AR EK'" e1N4.N':1..1.tt F. N',NY I)OON1 New.T..a,ne ri-,Yu b.-TDwn APri 29. 70dt Masonite International Corporation Ow CQM,n"."d VMWIM o, Product +nPrO.' M An sdlcfta*M, desp" and vo&K, d'44 $01'a ro'wot .0" oo,ae. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing F4asonitelnterna!ionall=hff.Mzawu COP-WL-MA0101-02 =1 01-1031.01 76.0 NO X Singles (width) 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed - - X0.OX, OXO Multiples 1th) 2'8" + 1'0" masonite Iniernationalr,, COP-WL-MA0103-02 rIIIIIIIIIII.13M,ff 02-0109.10 (Application Filed) 55.0 RIM. M., NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA01O4-02 02-0109.10 (Application Filed) 55.0 NO 'IT + 2'10" + 'IT 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 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 OCCO protocol PA201, PA2O2 & PA203. Oak raft ARTEK'e t.t11,.t1,liee W .....I.•, urn 1 1<J NenR•u.N tMtM"l—,Dew. 11 Mt.MC1..1SS KNIKV DOOMS Awt 29.7002 Masonite International Corporation Ow tonne 9 Vool+m of Voot l tnVWMe M MiArs $PWKl1MM1f. OWQq 414 mooed 0tW Se0K010 C"in%t W000 AOWt Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing , 1 COP-WL-MA0121-02 z.1' 01-1031.02 r• 1 76.0 t, 1 NO X 1 1 2.0" 2'6" 2.8. 2,10" 3'0" 3'6" Not Listed Not Listed — — ,Multiples1th) X0, Ox. OXO 2'8" + 1'0" masonite internationalr.l' COP-WL-MA0123-02 r 02-0109.09 (Application Filed) r•Rating 55.0 Impact•, NO 2'8" + 17" 2'10" + 1'O" 2'10" + 17 TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Fled) 55.0 NO IT + 2'10" + 1'0" 1'2" + 2'8" + 1 2" 17 + 2'8" + 17 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 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" 2'10" + 2'10" 37 + TO" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 21" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, 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. O akWaff AR EW f e 1­1141:NG1.ASt e:NTNY •DOONS N"nT .wNfMrlPufwrOm.r Aprl 29. 2002 Our C0"h"ui"p p09n. 01 pro" imw0-nnn0 makes %MffiC~S. Otsgh a"0 MOOu1t .end wbrec110 chariot with" Wice. !•r l,r.vrlt I.om Masonite International Corporation Opaque Units COP-M-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing r r COP-WL-MA0106-02 r.r r 02-0109.08 (Application Filed) r• r 70.0 t. •f NO X 0 - t 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed r Not ListedArrangement — — X0.OX, OXO Multiplesrth) 2'8" + 1'0" Masonite Internationalr.t COP-WL-MA0108-02 r 02-0109.08 (Application Filed) r• Ratingr. 55.0 f NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" 37 + 17 17 + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 17 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6"+2'8"+TV+2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 37 + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 & PA203. O akcraff AR kEK" r.rl"•...t, r."T ...N.. r' l".e.l AIS K.1 110-1 •bnA.rr+1 r-wp-f.w•0"•nOee.. A br+i9. i00d .Pile International Corporation OW tonunumg ot"m of 11rodw mor meal MACS SM,hC -1, OtS.Qr.+" 010d'Cl Oe1W Solecl to CMr1V .0t0.1 n01Ke J, Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing ! 1 COP-WL-MA0126-02 rl' r 02-0109.07 (Application Filed) r•RatingImpactRated 70.0 NO Singles (width) 2'0" 2'6" X 2.8" 2'10" TO" TV Not Listed Not Listed — — Arrangement X0, OX, OXO Multiples1 2'8" + 17 ! ! COP-WL-MA0128-02 I,1 r 02-0109.07 (Application Filed) r 1it!. 55.0 1 NO 2'8" + 17 2'10" + 1'0" 210" + 1'2" 37 + 1'0" 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 37 + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oakeraff AR � EK" ...I.�.i ., 1 !: .❑ Y 1N1.N f: 1.Ati1 N'1NY n009SN.S NunTo...N rO-lY-lnvrT �l�Cl �'1 w✓0,,.:.Y 0..,1 MN+29. tool Masonite International Corporation Ow ca+lmwlp wnplam of wo0ua mprOYemeN1 m,ktf ypeciliOlam. Onpn �np D�o01K1 Onni woiecl to cn+"9! wnnow "mice. X Unit 6• TYP. 1 . TYP. 6'8" UNIT 8'0" UNIT 13.15/16• 17-1/8' MAXIMUM ON CENTER TYP. truuuunnur•nrtana�mrtu+_ • 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 • Width of door unit plus 1/2" • Height of door unit plus 1/4" T r r SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 April 29. 2002 W w..ft.ng progq.orprppoo +"orovrmen. rraus soeCdKrro"s. Masonite International CorpOrdtiOn OeSq" a"p 0,foo d""I wort.'0 Cnenge "elroW "016e. 41 XO or OX r000 Unit I SINGLE DOOR WITH 1 SIDELITE 3- 6- 6 CL TYP. TYP. TYP. TYP. TYP. 5'8" UNIT 8'0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough opening 1 Width of door unit plus 1/2" • Height of door unit plus 1/4" 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 110 wood screws or 3/16''Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-114" 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. A1,1d29 2?32 Masonite international Corporation 1)u0..1•�."AJJJ., UU. Wull •,1•�re..e..l m ref SIIKII"JI.Onf. 0e1.gn J"c J•%uC' 0NL1 fu01K110 01"Qe ....IJ..'ee. or O0 MID•WL-MA0004-02 Unit SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT Vr 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 � It• r 1 • Width of door unit plus 1/2" ` Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) 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 N8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and 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. AD,l 79 2002 Masonite International Corporation UW [pan",�.`U TUJ'J`u UI "'utld` " , ae'np0 n4.q 54fca�.0�wa•. Of>'yn JnC U'UOvtl OlIJU SUUN(11'v _!�'�p! wX�0U1 MN'tt a OXXO 1 1111 I Unit ' DOUBLE DOOR WITH 2 SIDELITES b Cl TYP• TYP. 1 / 1 1 1 1 1♦ 3 YP. TYP. T 1 1 ♦ 1 1 1 1 ♦ TYI — rl I1 11 1 11 li t 11 Il I� 6'8' 13- / f / / t 1 t a e a CountMinimum Fastener • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0• UNIT 5116' 17.1/8" MAXIMUM ON CENTER TYP. Rough Opening a • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29.2002 Ma$onite International Corporation ow Co ,,w ng aog'am of o'odW .+mo+emem make$ SW-11 mm0a. 0M✓Jn a"0 w.d.0 0,10 $NORM 10 1'moe -0-0 W..e rf XX 1 l l Glazed Inswing Unit ' APPROVED ARRANGEMENT: fi , ��i ;. L0 tit' FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Maximum unit size = 6'0' x 6'8' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: MM p 0p 00 an na D[l� nn 100 Series 03.135 Series 136 Series 822 Series 1/2 GLASS: n uo uo n ° a 00 00 On na nn na 105 Series 106, 160 Series' 129 Series' t2 RA.. 23 RA.. 2e R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be useo in the lollowing door style: Eyebrow 5-panel with scroll. Oak raft AR k EK'� I�IUIer'.L ASS LNI Ny UVUMS la..&.. li t Veen April 29. 2002 OW COM. v q Drocram .1 0r00utt mJ'O.M.ItM makes smaKalgnl. Dtipn Mir D.0dDC1 otlarl Subltn 10 chant w.1h0D1 hoNt +0. rDe M asonite International Corporation XX Glazed Inswing Unit COP-WL-MA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: Da 00 =* 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Z I a 'Iff WMW�Q** State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK'* r..,.....1....... llBl Nla.\]? li l"1"�- U.SUXn N-,.TuwWDoan �yTry❑ A April29.2002 Masonite International Corporation 0. coM .-.Q 0"p0,3. OS 0I06uc1 +nm-1 ..Se, SM diritionS. I/esipn AM 010" "1.11 SVO M 11 "'.9c w,IMN "W XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 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". Single Door with 1 Sidelite Maximum unit size . 6.0' x 6T Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: go 00� 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ° a 00 00 00 on ao 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 2e R/L 107 Series' 108 Series 304 Series Series' This glass YA :nay also be used in the I0110wing door style' Eyeoro3'r 5-13anel with scroll W4.raff ART EKI- l111L «I:1.3�1 lr<J N1' urJrlrr.l Ne...T..urH rq..ryu E.­ D- P'>RC,,M? April 29. 2002 Masonite International Corporation o.n POnI•n.�n� D�DV•>�•• DI P�OO�U �n�D.OrtnrPnl nrNlS SDl'P�I�c N�On3. OPSM.^ J�'D :�•Dry(I OPr>.� SvViP:r rC PnMV! «nDDVI n0r�[e XO or OX ' • ' I I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 404 Series at0 Series Series Series t 14. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 140 129 Series 200 Series 12R, 121, 23R, 231. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, gal 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 raft AR k EK'- e April29 2002 Masonite International Corporation 0.1 toomm�np poprem or WOe.ct m'p,ovemem m*" spK.ht nS. ees�pn 4M VOW im "G tc, .. ch^' w,rnp l noLrr OXO Glazed Inswing Unit APPROVED ARRANGEMENT: >r o Cbb y o ,:Nx Single Door with 2 Sidelites Maximum unit We - 9'0- x 61- Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. COP-WL-MA0144-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, stale 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 � an 00 D00 00 00 00 100 Series 133,135 Series 136 Series 622 Series 1/2 GLASS: 11 ❑ ou uu 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/l, 23 R/L, 24 Il/L 107 Series' 106 Series 304 Series Series' This glass kit may also be used in the lollowing door style. Eyebrow 5 panel Willi scroll Oakraft� eiiiiiiiii AR k EK'e `1Ul NeTie.eN.a ra.«pufmr>Own N)C•%re �I�� �,IN � • / 1 NI:LA\\ 1:NI Nl' UUI)Nl �+Ow r0e Apra 29. 2002 Masonile International Corporation Ow (a,eW nO UiOeiam al p1 orp C +nU.dvemeM males SOK.I.A Oni. des`gn aril p,od.l OHa.� .0,1 110 CNanoe ..."o notice. 0X0 11 rr 1 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: s 00 00 404 Series 410 Series 109 Series 114, 120. 122 152 Series 109 Series 300 Series Series APPROVED SIDELITE STYLES: J 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 2eR. 2eL 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 8CC0 PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak r_aff AR k EK" 1.,1�....1,1•om t1UL'MCL •\1\ Lr+7A UIII)XS Wn.T- nprr,l,u F.•vTDmt � i/lC/II✓�J nGl.��r/� n �+ pu. ,Ore•. April29.2002 Masonite International Corporation Our E0nlMrrlq er0etinl Or 0100Vq m010re 1 Inaee$ SMItKM*n$ 0tSln OM 0r00u 1 deud 5001lC110 comet'i'h0rn noUee. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT' COP-WL-MA0145-02 FIBERGLASS DOORS 0 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 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 �00 00 100 Series 133, 135 Belies 136 Series 822 Series 1/2 GLASS: 0 ■ 00 OD 0 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L, 2e R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5-p3nel with scroll Oak raft AR�EK" r..l�l"•.1.•m w..o J. la n Ie1sJ t 1'1111 N1:1 •\ti\ 1: !'+-rNl'+IUt>()NS C �(�,' �� Npn.T•.ONN ri-N.. Fnvl Oew. ��„aJ.�... R �- O.• rose•. April2g 2002 Mason11 ? In Corporation Ow con, o.Q D,09,3 n of D+oean nn0,,v ,n, maces SDKdKYbons. des•en JM Inooua ollJa f^,, to ~q, w oul nD,K, OXXO Glazed Inswing Unit COP-WL-MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a0 on oo , 404 Series 410 Series 109 Series 114, 110, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: r � 9Ky0 a 129 Series 200 Series 12R. 12L,13R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 Oak raff AR EK'� r..1�.,.•1t I •/T • 1`••L e.a n My i ..1 111yMGl•�\] LINI \,U u.)w. {- tau...A.w.Orprr„n bm, Daw• IMCl/�(..//.✓... ,//V/9lJ/A/V%O r I�C/t"I p i� w o. . p• Apri29.2002 Masonite International Corporation 00 Cp1N'" VOW4M OI Dr0p0C1 ✓Op.Ovemtrq "Air 3DtCrkV Vn1. #"1 V 100 DIVOuCI OO ee1.1 SW 1. COMpt w�111pu1 OOUCe ` / • t l r I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: ;? 0 o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size - 6'0' x 8'0' Design Pressure +40.0/-40.0 Limited water uruess 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 ASIDE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: oa e0e Series ao 822 Series 108 Series U Oak raft AR kEK" r.a�l..•1,1.•m w.....1.II- �"'T.•""•Ia"M'�I Enrr �°O1 PRL ll Win.. rDMee El • I'ININLANl "INV UUUN1 .w Or• r 0��.. April 29,2002 Masonite International Corporation 0�. COnLny.ne 0.0gUm 01 0100ue1 • n"OICM M "0 SOM"'CA—S. OPsron and O'O0Ve1 Oe13.1 SO^, 10 eh� qe, 4.1 OKA, XX ' ' ' ' ' ' Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 7 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 raff AR T EK" t. r�. •.. r �- iNruu¢e�n..> bK, uuna. ew.a..vwta..p.0 t.wr Dee.. s �� van (.✓/ � :.,. Apt 129.2002 Masonite International Corporation Du, tom.mnrp program or Woeun .noro.emem makes specuKatbns. OesmOn 4n0 PIWK1 Oelad sub'e" to mange wimo., now XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0148.02 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size . TV x 8'0' Design Pressure +40.0/-40.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCF )national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: MM oa 00 822 Series 1/2 GLASS: El 00 404 Series 108 Series Oak�raft AR 4 EK" r..l .:..1, f•o-//,(. r nu- r.l.. . hrtlev nn,+w. �•'*.•�l+•rt�+•, e..,r oo... P/ZE/t'r""n Ap,429 2002 Ow COnIxIVMe O,Oe,anl 01 rN00vf1 mp,Ovemenl TNtl Spef UfaMn1. Ot1pn Intl p,0Uw1 Masonite International Corporation UtIJa S V UICf l IV lOaneC .' Mw nJl•f t XO or OX '' t Glazed Inswing Unit f 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300 Series APPROVED SIDELITE STYLES: 0 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak�raff AR T EK . I) . Nemfi.w..e re..ron fm.l D^^'•El )H-J 1'IUL N1:(. /5�\ (: N'rN Y,UI>I)N< a IULKIiL April2q 2002 Masonite International Corporation our CUnOnwnQ p1OQ11m Of W04VO anOr Mthl MA0 5DK-fKilb 0e5.9O 4nd p,OdW OCIJN Suelefl 10 CIUnOe "nnON W.C. oxo rljel Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 O H Single Door with 2 Sidelites Maximum unit size - 97 x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specilic building design and geographic location is determined by ASCE 7-national, state or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA 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: 111111 oa as 822 Series as 404 Series 108 Series U Oakcraff AR k EK" I IUL—LA\.< LN-I.1 111t—' Nw.T�•lY.w rr.rte.. l+l.1 �^^'� EMDG 11 rr ,11,vr.n 0..• Apri129.2002 Nlasonite International Corporation Ow [ontllwlne ploglam at wooun wlplovement rryses son.,Ktfpns. oelgn and WOW delad subittl to eharlpe wallow M-te OX0 I I Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 4 r 0 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" • 1:1ULKOLASS LN'1'Kl' DOORS �•T•'d^a r4..Is"F^�/Uaen A�„��v✓n.. �® Apri129,2002 Ov. Masonite international Corporation OW Comwiinp p10e1i111 of p00uct mp,ov~4 mikes SWdKU1005. CeSgn and 01000e1 detail SYOKn 10 eleknee wMvul r W f OXX0 t t t t Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: " 7t,, 70- r": O O Double Door with 2 Sidelites Maximum unit size . 12'0' x 8'0- Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Design Pressure +40.0/-40.0 Untried water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant repuilements for a specific building design and geographic location Is determ ned by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: a 00 404 Series DID 00 as 822 Series 108 Series r_ Oak raft A ROEK" eae •rl..lr I DT IIUI MILL,\1\ IN - IN) 'Ul)UN1 IbkF.v.E ri.repuewe Ooen PRC�/�����.����s. ❑ S April29.2002 Masonite International Corporation Our C-hhh,rne D10e11hr or D10010 •^D10. thl "'443 SM"'Colgns. ee5gh Dno DNOODrI oeuj sobint to Chant Wit MOt note OxxO O• '1 1 1 Glazed Inswing Unit I 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: ;r 810 Series 300 Series APPROVED SIDELITE STYLES: A7 I50 Series 85P Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida. Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakgraft AR k EK" r •r 1'I rrEM(�L.�\\ EN'r Y`p nI1MS w..t..r.o•rr,..N,v E.wr Dow+ Mn' - � r! Aprd 29, 2002 Masonite International Corporation Om conunwne •�opram a o�ooua +^wo+emm� m»es soenrenro�s. •esgn rrq o,000a OeU+suoiea w cNnpe wneom novae XX 1' 't e t Glazed Outswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size - 6'0' x 6'8- Design Pressure +55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-nalional. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: CZ1 am no on �ED 00 nn nn 101 nn 100 series 133. 135 Series 136 Series 822 Series 1/2 GLASS: D OD UD 0 nn nn nn nn nn no 105 Series 106, 160 Series' 129 Series' 12 Rk 23 PA. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR k EW r• 1� •IrI �T PlultMo�,a. c;vr".\V„uK. elor..l•. u,W fEwNru l.wY Oow, PijG.'iVvn(.,//..✓.:.,, S AD1029.2002 Masonite International Corporation OW [M .. 9 D,Oerim Or D,00.0 +„OrOvf 1 m ke3 SM,li()tq ft,iq. ino W xl., a,.., W0,e11 I0 C0i09e w...0D1 O Ke XX Glazed Outswing Unit COP-wL-MA0162-02 --I FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ;i 00 00 404 Series 410 Series 109 Series 114, 120.122 152 Serbs 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, PE./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). W ** State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oa" k�raff AR � EK'- r . r.� Ner.T..e"W re..ry.. [..v, Om•. C.I o �u►, van%.,// ✓.:•a, �� F......r. lul'Nl:lT 11 lr+r".' UV.I".. April 29.2002 Masonite International Corporation W corrormnq a,,- or D�oova r"p.ovMW nuke SMO.CIt.m. oes.e^ 00 010 w e1911 WNW 1. 1WQ' w. .w WK, XX Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0- x 8'0- Design Pressure +47.0/-47.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE -national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: D 00 404 Series am as go 822 Series 108 Series U Oakf,raff AR EK'- ..A. Y, •.n ho fvrv.l 1'IULK(:LASS LN IN l',000NS tM.'h.cwvA FpwlYu Fnvr D.enPREM/"1/ln�i• • •+ O.. y D. s•. Aprd29.2002 Masonite international Corporation o.l, (- ...a D•Oa•im .1 p,0Wt1 me.0vlmfM mii(1 SpIK,IKlIgn1. Dtf qn iM pOD.,(1 Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.xls Updated: 3/18/2002 PAGE DESCRIPTION DRAWING # / REPORT 0 SERIES INDEX MASTER FILE NUMBER 1 DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 . 1 2 INSTALLATION INSTALLAT DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 11000 3 JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION lFLEXQ029 11000 INDEX MASTER FILE NUMBER 2 IFLEX0020 11000 4 INSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW INDEX' = MASTER FILE NUMBER 3 6 1 INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS FLEX0016 11000,1500 & 2000 6 JINSTALLATION DETAIL W/#8 SCREWS IFLEX0026 11000,1500 & 2000 INDEX 7 MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW 1ELEX0018 1000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX003 1000,1750 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,1750 & 2000 INDEX 12 . MASTER FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0021 1500,1000 & 2000 13 ISUDING GLASS DOOR INSTALLATION WITH 98 SCREWS FLF-XO027 1600,1000 & 2000 INDEX, 14 . MASTER FILE NUMBER 8- FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 11600 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE.CAPACITIES 1HMFLGTR 1000 11500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 11600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFIN 1000 / 1500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFIN 1100011500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES j1VMFLG 1000 / 1500 22 FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES j1VMHMFLG 11000 / 1500 INDEX ' 23 MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFWTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12HMFLG 12000 30 FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMFIN 2000 31 FLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 2VMFLG 2000 Page 1 of 1 T11emasters-3as TEST REPORTS Q AUTY WINDOWS BY FLORIDA EX4 UOERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" .SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 SINGLE HUNG SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR HASONRr CiENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD MK GLASS (TYP.) (SEE NOTES) WINDOW HEIGHT L PRECAST SILL W/VLX_KEH US ADHESIVE CAULK OR APROVED EOL SF C T ION A —A CNE IT WOOD - B1JCK BY OTHERS CAULK BETWEEN WOOD BUCK L M.S'T. OPENING BUCK WIDTH BY OTHERS SHIN AS PEO'D. INSTALLATION ANCHOR FLANGE TYPE 1/4' M.:x.- 3/16' DIA. TAPCON WINDOW FRAHE (Sr- NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' D.A. TAPCON SOWN (SEE NOTE 9) 1-1/4' N�N. GLASS (TYP.) ENBEDMENT (SEE NOTES) e I vY OTHERS 1-t/.' Illn � LINDCnr I C> v CAULK BETWEEN �. WINDOW FLANGE L WOOD BLICI( P�RDCEV IMTER LKBTERS WINDOW WIDTH 1 STUCCO BY OTHERS CAULK BETWEEN SECTION B-B HAVY,BOPENING BY OTHERS WINDOW HGT. I K- 17 WINDGW WTH. ELF VATION VIEWED FROM EXTERIOR 19 SILL STOOL BY OTHERS A O•i+' \\v\_ PRECAST SILL OTHERS Y 1 212002 TAPCON LOCATION CHART CALL TIP TO I LOCAT;ONS .N Ht , LOCATIONS IN ,JAMB TO 0 . vSY ►SF SIZE TIP so ;O, sDPvO 1 ToT 7 022 74 X 26 CD C.D 1•J 1•J 74 % SD 3/3 C.D a. v.G.E I,J.K,L I,J.K,L I D224 74 X 30 5/6 C.D .'_.D.L 1/. a e ¢... ! .J..L 033 106 1/4 % 3e 1/6 I B.C.0 I �.D.E (.J.KI I 1•J.Ic.L 1114 1 A 1 /. X A e:C �.- . I • :•C �'.:.• 1•J.K,L G.H I.J.K. T22 111 x P LA. :.-. LJ T23 t11 X 3e 3/6 B.0 ! C-D.-.F I 1-J.K,L IJ.K,L T A III X SO B.C.D.- A,?.C.DE.F I,J.K.L I K L M2 IN X '.i a.� .4 I.J A. I.J.K. M3 120 X 3B Ia B.C-C.I �. Al -.D.E.i UJ(.L I,J:K,I M4 1 X A,B C.O. E.F A.G.DE.F JI,I.J.K� 1JK 6020 72 X 24 LJ 6030 72 x 36 C. a,C.D,E 4J A K.L 7 4 CA 9.C.D.E IJJ(J. 1,J.K:L et X 24 7030 e4 X 36 B.0 C r "e:C.D.E uJ(,L 1 1.JJ(.L 7040 a % 1 B.C..^,.: ° �.D.E I,J.KA I I•JJ(.L 96 X 24 " $030 96 x 36 e.C.0 a C.O.E 1,J•K.L LJ.K.L 66040 96 X A• B.C.D.- A.9.C.DE.F I.J.K. 9020 108 X 24 .0 a.L. ,: Li 9030 108 X 36 B.1c 9.CA.E I,J.K,L LJ,K.L / 1 G C.F A.9.C.^..E.r I J K IJK 10020 120 % 24 •� -• •= I,J 10030 I 120 % 36 B.0 _.: A.i•C.D--.F I LJ,K•I. 1.J,K.L 10040 120 X 48 - 11 C,E'.: A,- F I.J.K.L I•J K•L NOTES. t) SWIM AS REO'D, AT EAC- INSTA-LATION ANC71OR. MAX. ALLOWASLE SHIN STACK TO BE 1/4-. 2) YIINDOw FRAME MATERIA:: ALWM'NUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACmEWE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SwCONIZED ACRr"4 CAUL( BEHIND WnNDOw FLANNGE AT HEAD 6: JAMBS. Su MUST BE ATTACHED TO THE SU9STRATE MTH VULKEM 116 ADHESNE CAULK OR AF%ROVED EQUAL, H S) USE 9LICONIZED ACRYL:- CA(r_K FOR PERIMETER SEAL AROUND EXTERIOR -� OF WINDOW FLANGE. ' 6) IF EXACT WINDOW SIZE'S NOT LISTED IN ANCHOR CHART. USE ANCHOR Oµ NTITY .LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REOV. J g 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN-S OF ASTM E13W GLASS CHARTS. e) LETTER DESIGNATIONS ON THE TAPCON LOCATION CART INDICATE WHERE TAPCON ANCHORS ARE TO BE INS7ALLED WHEN USING THE EXTERIOR ELEVAT.ON AS A KEY. L 9) ALL FAC.ORY APPLIED HOLES NO-, DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED YI!-� tE S:REwS OF SUFFICIEA' LTH. TO PP.OVIO- MIN. 3/8 IN, EMSEDME•.T IN7p wOOO BUCK. 10) APPLICATION OF VULKE'/ IIC A.-HESPJ- CAULK AT -RAME SILL MUST COMPLY ;=AWITH SEALAN" MANp.7UFrWS RECOMMENDATIONS. 11) WHERE WINDOW IS INSTALLED 1\ MASCNRY OPENINy WITH A STRUCTUAL Two BYSUCK. USE f'D SC=.-mS OF SUFFICIENT _-NGTH TO ACHIEVE 1-3/8_ MIN, EMBEDMENT AT A.L INSTALLATION FAS'":NER LOCATIONS. SHEATHING CAULK BETVEEN BY ETHERS VINDCV FIN t SHEATHING INSTALLATION ANCh0R 69 SCREV S TUC 10 OR SIDING BY OTHERS PERIMETER CAULK 71 BY OTHERS GLAZING (Tip.) (SEE NOTE 7) VINDCV MEIGHT PERIMETER CAULK BY OTHERS I* MIN. TVO BY VOOD BCDHEMTr- /- BY OTHERS INSTALLATION II \ ANCHOR 88 SCREV STUCCO OR SIDING BY OTHERS CAULK BETVEEN I VINDCV FIN _„J 1•M3N 6 SHEATHING SCATHING E BY OTHERS EMBEDMENT SECTION A -A 1/A• MAX. SHIM SPACE SNln AS REO'D. (SEE NOTES) FIN TYPE WINDOW FRAME HrADFR VINDCV HEIGHT 1 VINDCV WIDTH —� MAX. II (TTP.) EOUALLY SPACE ANCHORS ;p (TYP.) f— VINDCV VIDTH TVO BY WOOD BY OTHERS SHIM AS ES) (SEE NOTES) MCX. SWM SPACE CAULK BCTVCEN WINDOW FIN L SHCATHING GLAZING (TYPJ J (SEE NOTE 7) PER1nE7ER / CAULK J `MEATHING Br GOERS Hr O:IERS FIN TYPE VINDOV STUCCO OR FRAME JAM3 SIDING ST JNSTALLAilON OTHERS ANCHOR K3 SCREV SECTION 6-8 V Mlx EM3EDMEN! _j Ps O.C. �I ctrvJ FIN TYPE MAX. (TTPJ VINDOV FRAME 6' MAX. (TTP.) SILL ELEVATION v1Ew D M x RIOR WARBLE SILL STOOL BY /�`.'�-w- _ A OTTERS r�� T L11:.:3sIi F1'.'j. A ' . NOTES �� ,(+��}^ Sp �'�• 1) SHIM AS R.r OO. ADJACENT TO EACH INST.(LEATI. ANCHCP. wx. ALLOWABLE SMw STACK TO BE •A-'� +t�.1 FJr.r.pa •Gt4r�L: • 2) mN00w FRAME MATERNAL: ALUNwUN ALLOT 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFNC:EMT LTH. TO A_wEVE MIN. EVBEDMENT OF I - INTO w00D FRAME MEMBER. �`� ft --- •) USE SRXOwZEO ACRYLIC CAMK BEwNO WNDOW F.N A' HEAD. SILL t JAMBS. L7{ `T I S) USE SIUCCOPOZEO ACRYLIC CAUL( FOR PEP;V TER SEA, aa0UN0 EXTERIOR OF WINDOW FRAME. 1/A' SHIM 6) CUSS THICKNESS MAY VAR- PER THE RE:JIREMEN%S Cr ASTu E1300 GLASS CHARTS.. SPACE MAX 7) INSTALL INSTALLATION FASTENERS AT 6• MAx. FROM COP..�ERS ANO MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF iWi TALLATIONS. w"H AVCHCR S%AONG AS STATED. R 70.0 PSF FOR ALL AVAILABLE SIZES UP 70 73- X 71 • mAX. SHIM AS REO'D. (SEE WTrR, vivo BY 'WOOD By OTHERS PREPARED BT PRODUCT 6 APPLICAMN ENGINEERING. INC.; Z30 INTERMATIDuL PKVT.. WE 230. )[A'. -ROW. FLDI:DA 2274e w02 4.7 607-0763 FAX 407 303-735 S SHEATHING CAULK BETWEEN BY OTHERS WINDOSHEATMING �— INSTALLATION ANCHOR as SCREW STUCCO OR .SIDING BY OTHERS I PERIMETER 1 CAULK. ) Br OTHERS GLAZING (TTP) (SEE NOTE 71 WINDOW HEIGHT i i PERIMETER CAULK —\ BY OTHERS INSTALLATION ANCHOR as SCREW STUCCO OR SIDING BY OTHERS CAULK BCTVEEN WINDOW FIN L SMCATMING TWO BY WOOD I' MIN. 9T OTHERS �jj iCHSE}4Ent' Y A f 1/4' MAX. SHIM SPACE `—SHIM AS REO'D. FIN TYPE ME NOTES) WINDOW FRAME MEADER W1ND[)v WIDTH 24' O.C. MAX. A cTYPJ WINDOV HEIGHT FIN TYPE 1 WINDOW FRAME LE SILL MARBLE SILL STOOL BY 24. O.C. EITH CRS MAX. (TYP.) t/4' MAX. SHIN SPACE T SHIM AS RED'D. (SEE NOTES) y j1"MIN TWO By WOOD SHEATHING EMBEDMCNT BY OTHERS BY OTHERS SECTION A —A — WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS R£0'D. (SEE NOTES) GLAZING (TYPJ (SEE NOTE 7) FIN TYPE WINDOW FRAME JAMB --7 EQUALLY SPACE ANCHORS (TYP.) 1/4' MAX. SHIM SPACE PER)METCR CAULK J By OTHERS STUCCO OR SIDING BY OTHERS SECTION B—B CAULK BETWEEN WINDOW FIN S SHEATHING 1' M111 EMBEDMENT f .SHEATHING By OTHERS MON ■3 SCREW tMT: S. 1) SHIN AS REO'D. A'JJACENT TO EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4- . Z) wwDOw FRAME MATERIAL' ALUMINUM ALLOY 6063. .) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHgVE SUN. EMECDMENT OF 1' INTO w000 FRAME MEMBER. 4) USE SIUCOwZED ACRYLIC CAULK BEMTND WINDOW AN AT MEAD. SILL k JAMBS. L NATION -) USE SIUCONIZED AC-- CAULK FOR FEfiME7ER SEAL AROUND v1Ew M % R10R EXTERIOR OF WINDOW FRAME. 6) GLASS THICKNESS MAY VARY PER THE REOMREMENTS OF ASTM E1300 CUSS CHARTS. / } J•7 .+ �� fAr.�^. A ^ .j` ( 7) INSTALL P STALLCON fATENERS AT 6' MAX. FROM CC --HERS a -a �k s.�i.J•= A. ••✓•br• AND MAX. 24 O.C. OESK:N PRESSURE CAPACITY OF _ INSTALLATIONS wrri ANCt-DR SPACING AS STATED. IS 70.0 PSF ,('�0 A.1<?t iSt! FOR ALL A•JAILA?LE SIZES UP TO 119' X 49 5/8' MAX. ��r�oR�oA FXTRV FA- REV DESCRIPTION DATE IxI TERNA11ONAL INC. FLORIDA EXTRUDERS IVSAANFo D, FLORIDA TITLE: INS"ACLATIDN DETAIL W/ #8 SCPEWS HORT SLIDING FIN WINDOW xOx C7NFIGURATIDN— SERIES 1000 DRAWN BY: BB APPROVED BY: DATE:12/17/01 SCALE: N. T. S. DWG.: FLEX0029 .. PREPARCD 2Y. ►xwmy L AM IUYK>ti CMGiK£R1M4 ING. 2W TNTER"TIOmL NIWr_ S::ItE 250. �CAtHxJv, •.^JI1DA 327E IHONC Ap7 6C3-OHS in AO) !:i-0765 A 6- MAX. 0 YPJ 6' MAXATYPJ L ONE BY WOOD CONCRETE OR TAPCON LOCATION CHART CONCRETE OR CAULK BETWEEN WOOD INS TPLLATION ANCHOR BUCK By OTHERS MASONRY OPENING LOCATIONS IN HEAD LOCATIONS IN JAMS NASCNRY OPENING BUCK t MAST. OPENING 3/IS• DIP. TAPCON By OTHERS CALL TIP TO $Y OTHERS BY OTHERS B.v. I-v.• N0a _ TO » o J TO { (SUCK WIDTH) I —i _MXco-cNr SIZE TIP TO TO TO 70 T. TO ONE BY WOOD 1/4• SHIM _�.. So[r J^• E 5 i 7 A• BUCK By OTHERS SPACE MAX. I iN2 2E V2 X 26 C C C G M GM GM ` I'1/4• MIN, FLANGE TYPE 1N3 26 1/2 X 38 3/s C C C G.M C." G.M CAULK BETWEEN EMBEDMENT WINDOW FRAME SM:M AS REO'0. 1H. 26 1/2 X 50 5/e C C C G.M G." GMJJ WINDOW FLANGE C G JAMB (S£E NOTES, I IH.S 26 1/2 X 56 1/• C C C G.H GM 4N.IJ t WOOD B 1M5 26_+/2 x 63 C C C G.H O.MJ,J G.NJJ :NS!aLL4TIDN Ah[HDP. IN6 26 +/2 x 72 E C I C G,N G.HJ,J G .�J J \ I /•' $HIM 3/16• DIA. TAPCON c 23 3X x 37/! [ [ I O 'H M 7 8 j G.M 01. GM SPACE nax. 24 37 X 50 5/3 C C I C G.H RIGID VINYL 245 37 x $6 1/. C C C GM 4.MJ.J GAZING BEAD 25 37 X 63 C C C G,M G.NJJ 4 -JJ --AS-. (iTP.) 26 37 x 72 C C C G.N.0 G.HJ.J EF.G.'.LJ (SEE NOTES) +/e X o !+ V J + p 33 53.1/3 X 38 5/8 C e.0 { E.0 GM GM GMJJ i I . 53 1/s x SO s/e C D.0 jl ' .M G.M).J G."J.J STUCCO I` 3•5 53 1/8 x 56 ,/. C B.0 '.0 G.HJ.J GMJJ E.:.',.MJ.J fw OTHERS 35 53 1/8 x 63 C S.0 e.0 G.M, i G."J., Ef.G.HJJ SMin AS REO'D 6 3 +/ X 7 C B,C I S'C G,KJJ E.F.GMJ.J E.F'.GM.iJ 2 r PERIMETER CAULK (SEE NOTES) BJL CAULK BETWEEN C23 74 X 38 3/e B.0 B.0 I A.3.c.0 GJ. G.MJ,J GMJJ WINDOW RANGE 024 7- x 50 5/e S.0 D.0 °.C,D GM,u G,MJ.J E.F.G.MJ,J Wx BY OTHERS (BUCK L WOOD BUCK o 0245 74 x 56 1/A B.0 N I A,B.C.0 C,H).J E.F,6MJ.J E i,G,N.iJ (VINDOv RANGE TIP£ HEIGHT) D25 74 X 63 e.0 B.0 A.z.C.D G.HJ.J E.F.GMJJ EF,4.+J.J• HEIGHT) WINDOW FRAME •r. 7a x 72 e..^. e.0 I !=C.D GM!J E.:.G.HJ,J E�.4MJJ• HEADER PERIMETER I . GLASS (TYP.) EAVIx STLICCD 2CM20M . X ` C C C G.N G,N G.M BY OTHERS Br OTHERS .2000u 2 x 36 (SEC NOTES) 2OM.OM 24 x 48 C C C GM ( G.H G.M WV 20M46M 24 x 54 C C C G.H G." GMJJ (WU1DOv WIDTH) CALK BETWEEN 2OU50M 24 x 60 C C C G.H G.M GM,u WOC9 BUCK t u . x 7 C C C G.H. G.NJJ 1 J SECTION B-B HAS-Y. OPENING 2DM 36 x 2A ." M By OTHERS 30M30M 36 x 36 C C C G,H GM C. ^I RIGID VINYL N11)F$WM AS REO-D. AT EACH INSTALLA71NI ANCHOR. MAX. A:LOWABLE 30M4OM 36 X AL C C [ G." G.MJ.J GMJJ GLAZING BEAR 3OMa6M 36 X 54 C C C G.M G,MJ.J G.",u SroM STACK TO BE 1/i. 36 x 60 C C C c.M G,HJJ G.MJ,J (T YP.) 2) WINDOW FRAME MATERIAL: ALVMINUM ALLOY 6063. Sousom 36 x 72 C C C G.HJ,J 4,HJ.J E.F.G.N.I.J 3) WSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. A 4. PERIMETER FLANGE iTP£ EMBEDMENT OF 1-1/i INTO MASONRY OR CONCRETE. 40M30M A8 X 36 C C 9.0 C.M GM 6MJJ CAULK FLANGE FRAME A) USE SILICOWZED ACRYLIC CAULK BEHIND WINDOW FL4M`E AT MEAD L: 4OM40M 48 X 48 C C e.0 G.H GMJJ GM.I,J 8Y OTHERS SWINDOWILL JAMBS. Stu MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM a0Ma6M AB X 54 C C S.0 GM CMJ.J GJ(JJ 116 ADHESIVE CAULK OR APPROVED EOVAL. sOuSOM A8 x 60 C C S.Cex C.HJ,J G.HJJ E.F.G.MJ.J 5) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SCAL AROUND a0M60M AB X 72 C C e.0 G,H a E.F G.HJ.J f n i EXTERIOR OF WINDOW FLANGE. M C' A6M30M 5A x 36 C B.0 3 C G.IL G.H GM,LJ 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE a6MaOM Ss x a8 C e.c 9.0 G.n G."JJ GMJJ ANCHOR OWwTM LISTED 1W(TH fI£x. 1JLriG£R SIZE. FOP THE a6Ma6M 54 X 54 C B,C B,C G.M,1,J GMJJ E.F.G.M.0 APPROPRIATE DESIGN PRESSURE REO-D. 46M5DM 54 x 60 C B.0 8,C G.HJJ GMJJ EF,GMJJ 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 a u A -% 7 c 'c.[ MI F M) Q GLASS CHARTS. ,OIIZOY X A GM G.H G.M CAULK BETWEEN G 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART v.OKATE SCM30m 60 x 36 C B.c B.0 GM I GM GMJJ VlNlmv FLANGE WHERE TAPCON ANCHORS ARE TO BE INS' WHEN USING . THE SOM.OM 60 x A8 C e.0 &C G.M C.MJJ GMJJ t PRECAST SILL EXTERIOR EL NATION AS A KEY. SOM46u 6C x S• C B.0 9.0 G.MJ,J GMJJ Ef.GMJJ V/VULKEN Jib PRECAST SILL SECTION A —A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCOM ANCHOR jOYSOM 60 x 60 C B.0 e.0 GMJJ G.nJJ E,F.G,N:LJ ADHESIVE CAULK By OTHERS SHOULD BE GILLED wrtH /8 SCREWS OF SuFF1LtENT liM. TO PROWDE 50u60u 60 x 72 C B.0 -.0 GMJJ E.F.GM!J E f,G.n!J DR MRDVED EOL. MIN, $/8 W. EMBEDMENT INTO WOOD BUC+(. M s6M3D� ee x 3a e`.c e'c ..B.c,D c.i c.H G.HJ.J W.W. 10) APPLICATION OF VULKEM 116 ADMESNE CAULK AT FRAME SILL MUST 561)40M 66 x 46 0: ex A.S.C.0 G,M G.HJJ G.M,I.J A COMPLY WITH SEALANT MANUFACTURER'S PECOMMENOA:.'ONS. 56M46M 66 x SA e.c e.0 S.�: G,M,IJ GMJJ E.F.G.M,1•J 1 ;) ONE ADDITIONAL FIELD DRILLED AY INSTAL:.ED ANCMOF, A REO.O. IN 56M50M 66 X 60 E. B c A.S.C.Z G.nJ.J f.F.G.M.+.J E.f,GMJJ A B D EACH JAMB ON THE FOLLOWING WEST -D25' (73 ) 62). 'D26' SEMSOM 66 x 72 e, ,. 6..^. •.__.C.. 4.NJ.J E F,G."J.J E'.4.H I,J• (73 X�71) '56M6om' (6S x 71). Ak 'Snu601i (71 A71), PLACE 0.'. °.� M "H M ANCHOR BETWEEN ANCHORS '4 AND I' AND BETWEEN ANCHORS 'H 60M30M 72 x 36 e`.c e.c •.?.� : G.H .1, G,M,IJ E 60M40M 72 x as B.0 e.c �=_.C.e G. G.HJ.J / / AND .i OWE? SS P5: ONLY. 6pM46M 72 x 5• 2 = 8 : A,?.C.: G.NJJ F G.M E.F.6.HJJ / 12) WHERE WINDOW IS INSTALL £D w MASONR" OPEN0�G W17M A STRLICTUAL 80M53M 72 x 6C e c B.0 AlE.F,GM.0 E.i,SM.0 F TWO BY WOOD SLICK, USE 110 SCREWS OF SUFFICIENT LENGTH TO 72 x 72 ° C W H �. ACHIEVE 1-3/8' MIN. EMBEDMENT AT At 1NSTALL.AT.0% FASTENER ■ADDITIONAL AN:HORS RE.'D. S_E N+-TE 11 G r LOCATIONS. ON SIZES NOTED IN NOTE [11 ADD A 7;0 SCREW 1 H' ANCHOR TO EACH JAMB FOR NOTED DES)GN PRESSURES. INTERNATIONAL INC B Brl�„ FLORIDA EXTRUDERS SANFORD, FLORIDA �LCaZD �' "'r' TITLE: INSTALLATION DETAIL W/ TAPCONS I I MAnWAcrun= Nam! HORZ. SLIDING FLANGE WINDOW - SERAES 1000 A ELEVATION Jusm �1L DRAWN HY;B1� _^ APPP.OVED BY: it . vIEwED F OM EXTERIOR +�.••: � DATE:10/23/01 _CALE:NTS DWG.: FLEX00_0 PGEPAREC Dr. PWU0 .] L APPLICATION CNGIK_h;N4- INC.. 25e INl_kN•'IONAL PXWr_ SJ;TE 250. 11C•r-a7v. F:_::y U7.6 PNGNC 1;7 605.03e5 F e05.03i? Y ONE By WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE - t WOOD DUCK STUCCO By OTHERS PERIMETER CAULK By OTHERS RIGID VINYL GLAZING BEAD (7TP.) CAULK BETWEEN CONCRETE OR WOOD BUCK 6 MASONRY OPENING MAST. OPENING By ClTHEPS 9T OTHERS 1 4 1-1/4' MIN. " A EMBEDMENT INSTALLATION ANCHOR 3/:S DIA. TAPCON SHIN AS REO'D - 1/4' MAX. (SEE NOTES) (BUCK WIDTH) E-BEWKNT INSTALLATION ANCHOR _I ONE IT WOOD 3/16' DIA, TAPCON BUCKV`n 11 D By OTHERS —� STUdcO (- BT TMERS SHIM AS REO'D. 1 RIGID VINYL (S_NOTE (SEE C7 GLAZING BEAD U (TYP.) GLASS — (TYP.XSEE NOTES) —*', r ' ID Al O FLANGE TrPE WINDOW FRAME JAMB CAULK RETWEEN v WINDOW FLANGE PERIMETER 3 WOOD DUG+( C_ BY: W.W. (WINDOW WIDTH) I EIGHT) BjL (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK 3 CAULK BETWEEN WINDOW MAST. OPENING FLANGE a PRECAST SILL By OTHERS w vULxEO vEa .SECTION ADHESIVE SECTION B-B cAu.K, DR APRD. E. FLANGE TYPE CONCRETE OR WINDOW FRAME PERIMETER SILL MASONRY OPENING CAULK BY OTHERS RS BY OTHERS (I W.W. 'q PRECAST SILL— a a A BY OTHERS FA B C NOT O F SECTION A -A A�; , t) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. wx. ALLOWABLE ' E SHIM STACK TO BE )/A : D 2) t1ATIDdW FRAME MATERIAL., ALUMINUM ALLOY 6063. r-- —� 3) WSTALAAAOM/ ANCHOR MUST BE OF SUFFOENT LTM. TO ACHIM 4 M MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. ,+�+ .A) USE SWCOr62EO ACRYLIC CAULK BEHIND WINDOW FIANCE AT HEAD O C '�,' 6: ,Ames. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J B K B WLKEM tt6 ADMESNE CAULK OR APPROVED EOUAL f 5) USE SRJCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. f Ci ExTER10R OF WWDOW FLANGE. 6) IF EXACT WINDOW SIZE IS MOT LISTED W ANCHOR CHART. USE AJ ANCHOR OUAM111Y USED WITH NExT LARGER SIZE. FOR THE (� APPROPRIATE DESIGN PRESSURE REO'D. ,rti 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM Q ti MOO LASS CHARTS. B) L-FTTER DESIGNATIONS ON THE TAPCON LOCATION CmARi OOCA H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN US04 THE f . EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON 'S ` ANCHOR SHOULD BE. ro LED WITH /6 SCREWS OF SUFFICIENT Lim. ^ �C FLANGE TYPE WINDOW FRAME MCADER G ASS (T TP.) (SEE NOTES) TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30,V TO ADPsr .1 ser TO 70PSF 30psF TO AD►v .: x51 TO 7>Y SIZE SIZE 12 le 1/e x 25 B B F.G F,G to +e +/e X 49 S/e B B `c 165 Is 1/e X 55 1/A B B do is is 1/3 X 62 B B 40 ►.0 t 6 +e 1/9 A 71 B B F,G r.G.MJ /7 Is I/a X 33 A I F F.G.J.a 7n2 25 1/2 X Is 8 B IM3 25 t/2 X 37 3/e 8 B f.0 F.G tM. 251/1 1 11 F.G F,G.H) T K45 IS 1/2 , 53 1/. 8 B F.0 r,G.MJ IM5 25 1/2 X V. B B F,G F.C-Z 1n6 25 1/2 A 71 8 B FA F.WU IM7 25 1/2 X e3. B B F.Ci.K F.CJK 30 I/3 . 26 29 1/1 X 25 8 B r F,c >0 11 3e v. 29 1/2 x 37 3/6 7/2 X .9 5/I 0 B F,G F.G.mi 30 1/2 . 50 3/e 29 29 +/2 X Ss 1/. D B i.G F.G.HJ 30 1/2 . 56 1/. 62 B B F.0 F,G-"I 30 1/2 + 63 30 1/2 . 72 29 1/2 X 29 +/2 X 71 B B F.C."i F.G.MJ 301I to 29 + 2 1 e3 B B F.GJX F.GJK 42 23 ]6 X 25 36 , 37.3/0 a B III B • F,G F,G 2+ 36 1 49 5/0 B B B B F,G FA F,G•HJ F.G.MJ 245 25 36 X 35 1/. 36 X u B B F.GNJ F.C.HJ 26 36 X 71 B 6 F,G.NJ O.EFA,• 7 36 A e3 B B F,G.JX F.O.M.IJK 42 X Z6 Al X 25 B B F,G f,G,MJ .2 . 30 3/e 41 X 31 3/0 B B FA ►,G.MJ 42 . SO S/0 .1 x .9 S/e 1/4 8 8 FA.M.I F,GJ+J 42 + Se 1/. 42 . 63 .1 1 53 .I X e2 B 8 FAJLI D.E.F.GJ'J 42 . 72 .1 X 7t B B FIGJIJ D.E.F,GTJ A7 Ad 41 X 63 rc K r.G.N.I•J.K 46 . 26 47 X 25 B B A.0 A.0 F,G F,GJ+J .a 36 3/6 u 1 37 3/e 5/e B A.0 ►A i.G.HJ M . >D s/a s7 X !9 .7 1 55 1/4 B A.0 F,GJ1J i,G.r.J .e . 56 1/. 46 , 63 47 1 62 B A.0 F G.HJ D.E.F.0of 46 + 72 A7 A 71 B A,C F.GJ+J O.EF.Gr.1 . A .7 X63 F nr K 32 33 52 I/e X 25 52 +/6 X 37 3/6 B B A.0 A.0 FA r,G F,G r.G.M.J 3s 62 +/6 1 .9 S/6 8 A,C F,G-C FAJI,1 F.G.MJ O.EFA/+J 3.5 35 52 t/e X SS t/. 52 1/e 1 62 8 - B A.0 A.0 r,G.MJ D.EF•Gm.t 36 52 1/e X 71 B A.0 (J D.Ef.GJT.f . 37 52 1/e A e3 8 C F,GJK D.E.F.G.JJtJK • 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. J ... TO PRCN" um. 5/8 IN. EMBEDMENT INTO WOOD 9UCX. ,,, A EXTRUDERS 1000 SERIES TINGLE HUNG IS SHOWN. THIS ELEVATION PRINTRINT ALSO APPLIES 10 THE FLORIDA EXTRUDERS I500 AND 2000 SERFS SINIM HUNGS- IT) WHERE WINDOW IS INSTALLED W MASONRY OPENING WITH A STRK.TUAL TWO BY WOOD BUCK, USE _/t0 SCREWS OF VIEWED FROM EXTERIOR StrFF1CtENi LENGTH TO ACHIEVE 1-3/8 Mw. EMBEWJENi AT r F. .1-• I .b.i't •.. ALL INSTALLATION FASTENER LOCATIONS. PRi?AREO S': PROOtJCT 1 A►►UCwlOtt CnGNiEIn.O. xC.. 250 FLORIDA EXTRUDERS'SAN ORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES 1000 , 1500 & 2000 DRAWN BY: BB APPROVED BY: DATE: 10 / 09 / 0 11SCALE: NTS DING.: FLEX0016 1NTERNATIRILL PKY.. Suit[ 230. ME,tirKIOW, IsOI�• 727.6 ►I+014 .07 605-0365 IAX .p7 6:5 x366 z CAULK BETWEEN SHEATHING WINDOW FIN 1 BY OTHERS S aTH)W INSTALLATION ANCHOR 19 WGOD SCREW STUCCO BY OTHERS PERIMETER CAULK BY OTHERS WINDOW HEIGHT GLAZING (TYP. cSEE NOTES) PERIMETER CAULK BY OTHERS _ 1' MIN, EMBEDMENT TWO BY WOOD r BY 07MERS SHIN A$ RCO'D. (SEE N07ES) 1/A' MAX. SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (T YP.) (SEE NOTES) FIN TYPE WINDOW FRANC $INARBLC SILL - STOOL BY OTHERS vINDCV WIDTH SHIM AS REO'D. - A� (SEE NOTES) � B.(). A.F• ��R.r a M N W""— r GLAZING (TYP-) Fuz # (SEE NOTES). f viNDOW A MH 9 B 24' O.C. MAX. (TYP.) EQUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT X A 16,6' MAX.n(TYP.) 1NSTALLA'10N ANCHOR TVO BY WOOD 18 WOOD SCREW BY OTHERS STUCCO BY OTHERS i r- CALn x BETWEEN WINDOW FIN SHEATHING t SHEATHINGS BY OTHERS .. I'MIN. EMBEDMENT SECTION A -A ELEVATION VIEWED FROM EXTERIOR FIN TYPE -� WINDOW FRAME JAMB PERIMETER CA;RK BY OTHERS ' MAX. $H)M SPREE TWO BY WOOD STUD BY OTHERS 11 MIN EMBEDMENT SHEATHINGS BY OTHERS CAULK BETWEEN WINDOW FIN t SHCATHING INSTALLATION ANCHOR 18 WOOD SCREW STUCCO BY ETHERS SECTION B-B NOTES' 1) SHIM AS REO•D. A: EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4% 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063: �- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MM. EMBEDMENT OF 1'INTO WOOC SUCK. A) USE SR)CONIZED ACRYLIC CAULK BEKvO wI(DCW FIN AT MEAD. SILL & JAM-?S. . 5) USE SwCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WWCOW FRAME. 6) IF EXACT )nNDOw SIZE S MDT LISTED IN ANCHOR CHART, USE ANCMDR OUvL T.ITY LISTED WITH NEXT LARGER SIZE. 7) GLASS TMI"NESS MAY VARY PER THE P.EOUIREMENTS OF ASTM E1300 GLASS CMARTS. 8) FLORIDA EXTRUDERS /000 SERIES SINGLE HUNG M SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETR_DERS 1500 AND 2000 SERIES S;NGL� HUNG WWDOwS. DESCRIPTION DATE iNI FLORIDA EXTRUDER INTERNATIONAL. INC SANFORD. FLORIDA TITLE:INSTALLATI_N :-_TA!L V/R9 SCREWS SINGE HUNG FIN VINDOV - SERIES 1000,1500, L 2000 DRAWN BY:B9 APPROVED BY: DATE:12/13/01 ;SCALE: N.7 5 DWG.:FLEX0026 SHT 1 OF 2 ..• �.., ,.,.re.....,.•". -- -- — _ -- , r..e,... —11 — .nY HAS-exS r.. .AS I -19AA 7 CONCRETE OR NR NASOT OPEm',NG By OTHERS ONE If WOAD BUCK BY OTHERS CAULK BETWEEN WINDOW FANG: (� t VDCD SUCK t1 STUCCO By OTHERS PERIMETER CALL" By OTHERS GLASS (SEE NOTES) Wx WINDOW 'EIGHT) PERIMETER CAULK BY OTHERS a INSTALLATION ANCHOR 3/16' DIA. TAPCON /CAULK BETWEEN WOOD BUCK t ruSr. OPENING ➢Y OTHERS GLASS (TYP.)_ ' MIN. (SEE NOTES) 11� EMBEDMENT FLo TOO q WINDOW FRAME w.w.� RIDGED VINYL •�4 GLAZING BEAD (BUCC JB KHEIGHT) g RIDGED VINYL W H GLAZINGREAD T �"'Tj 24' D.C. MAX. (TYP-) FLANGE TYPE r- WINDOW FRAME 6' MAX (TIP.) }{ ) _ a , a CAULK BETWEEN AN WINDOW RGE t PRECAST SILL W/VULKEN 116 PRECAST SILL ADHESIVE CAULK BY OTHERS 13R APRV-D. EOL. .. - - SECTION A -A_. A --*j ELEVATION VIEWED FROM EXTERIOR B.W. '•---(BUCK WIDTH) SHIN AS REO'D I/N' MAX. (SEE NOTES) R:7GED VINYL GLAZING BEAD rv.• .x CONCRETE OR CwN74wt MA:E!NRT 07ENING BY OTHER; D INSTALLATION ANCHOR 3/I6' DIa..TAPCDn . v V, DN£ By VDCD BUCK By OTHERS RANGE irvE WInDOV FRAME CAULK ➢ETvEEN WINDOW RANGE PERIZTER CAV-K v l WOOD, DUCK EAU'K BY GTnERS CAULK HCTVEEN W.W. tVinDOv WIDTH) '� WOOD BUCK t MAS'Y. OPENING BT OTHERS sr(xcD By OTHERS SECTION B-B NOTES 1) SHIM AS REO'D. AT EACM INSTALLATION ANCHOR. MAX. ALLOWABLE SNI4 STACK TO 8E 1 A . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIX TAPCON INSTALLATION ANCHORS MUST B£ OF StKFIL1ENT LTH. 70 ACHIEVE wn. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. - ATiACHEO SiT0 THEZSUBSACRYLICTRATE WITH VUIKEMa )CAULK BEHIND E ADHESIVE CAULK OR APPROVED EOUAi.NDOW FLANGE AT WAD & jtAmes. SILL MUST BE S) USE SILICONIZED ACRYLIC CAULK FOR PER:METER SM AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR WANTITY LISTED wITH NEXT LARGER SIZE. FOR THE APPROPRIATE DES;GN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS B) WHERE SPACING BETWEEN TAPCON ANGNORS EXCEEDS 26 IN. O.C.. fa SCRCW$'OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMEN c INTO WOOD SUCK SHOULD BE NVSTL50 APPLIES TO THE 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SNOwN- TWS FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. SEE BACK OF THIS SM1. FOR IN$TL'N ANCHOR REOUIREMENTS. 10) 10, APPLICATION OF wu(EM 116 ADr(ESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT - MANUFACTURER'S RECOUMEMICA74ONS. 12) WHERE WINDOW IS INSTALL£O IN MASONRY OPENING WIT/1 A STRUCTUAL Two BY WOOD BUCK. USE /10 SCREwS.OF SUFFICIENT LENGTH TO ACHIEVE 1-3/9- MIN. EMBEDMENT. 13) WINDOW UNITS GIN BE WV LEO TO OTMCR UNITS USING ALUMINUM TUBE MULLION. SEE MVLLON INSTALLATION SHEETS FOR P.EOIRREMENTS. INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD. FLORIDA TITLE: INSTALLATION D_TA[L V/ ONE BY BUCK FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRANY BY: APPROVED BY: i'2002 DATE:10i22i01 ISCALE: NTS DwG.: FLEXooTB -,sCET 1 a 2 PRWNKO ➢v;'►R00Lv TCtMMmoc, CORP.. 250 IYVINATKNAL NAY,, Sun 250. „f.7,00.. FLORIDA 327N6 PHOK 407 ➢OS-Oxs FAX Np7 BCS-:366 W. SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN t SHEATHING INSTALLATION ANCHOR R8 SCREW- EXTERIOR FINISH g. OTHERS \ PERIMETER / CAULK -� gY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK By OTHERS INSTALLATION ANCHOR -` +B WOOD SCREW EXTERIOR FINISH SY OTHERS I. IN [HBEDKNT WINDOW WIDTH I� i/.• MAX. SHIM SPACE rByFRAMING OTHERS CENTS FL©nwA B•®•A•F• SHIN AS ES) NAM: : (SEE NOTES) �1A�'TUia�R N W r S li► MAX. MAMR r. $HIM SPACE ]H-ij�C+ 1f GLAZING 'SEE NOTE 6) GLAZING 'SEE NOTE 6) FIN TYPE WINDOW FRAME CAULK BETWEEN J I MIN. ` WINDOW FIN EMBEDMENT L SHEATHING SHEATHING BY OTHERS SECTION A -A BUCK HEIGHT FIN TYPE WINDOW FRANC SHIM AS REO'D. 1/4' MAX. 'SEE NOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE WINDOW FRAME A --J ELEVATION VIEWED FROM EXTERIOR WOOD FRAMING By OTHERS SHEATHING 3Y OTHERS INSTALLATION ANCHOR AS SCREW ' CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B £XTE RIOR FINISH PERIMETER By OTHERS CAULK BY OTHERS NOTES. 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE t/A . 2). WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD FRAME. ♦) USE CAULK u ER SEAL AROUNDE EXT�C OF WINDOW F'PERIMETER 5) USE SIJCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS ►wY VARY PER REOVIREMENTS OF ASTM E1300 GLASS CHARTS. S*O-E GLAZING IS SHOWN. INSULATING GLASS ALSO OUAUFIE:). 7) FLOR:JA EXTRUDERS 2000 SERIES FIXED PICTURE -WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW. 8 8) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. -T., ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AvAKA.BLE SIZES UP TO 73' x 71- OR 63' x 95- OR 119' X 37-3/2• MAX. 9) WwDOw UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTAL:ATION SHEETS FOR RECIREMENTS. H ..r PREPARED rf: PROOVCT TECHNOL0U7 CORP_ 250 PKw. . S;A.0 250. LIKE AMR9, FLOIIIGA 37.6 PHONE 407 W5-0365 FAX 407 WOS-03" CAULK BETvE£N VikMV FLANGE a VOOD BUCK MCRETE 6x NA$OATT OPENING By OTHERS E xS£R:7 iIN:SH BY p;.sRS l PERIMETER CAULK IT OTHERS vINDOv FRAME HEAD WINDOW IEIGNT EXTERIOR CAULK DETVEEN VOOD BECK a MASONRY OPENING BY OTHERS ONE BY v0GD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' D:A. TAPCON d 1 -1 /4- U.N. 0 EMBEDMENT 1 r 1/A' MAX. SHIM SPACE SHIN AS REO'D (SEE NOTES) GLAZING (TYP. SEE NOTES) VINDCv FRAME SILL PERIMETER CALK 1 IT OTHERS 1 Ex TERIOR FINISH BY OTHERS CAULK BETVEEN WINDDv FLANGE 4 i MOOD BUCK . COMM TE OR \ NA$DIARY CAMK BETVEEN BY OTHERS M BUSK a MASONRY O'£NING SO CI- CTION A —A h OTNARS - INSTALLATION ANCHOR 3/16' MA, TAPCDN SHiN AS REO'D (SEE NOTES) 1/{ MAX. SHIM SPACE NOTES I) SHIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAx. ALLOWABLE Srtlm STACK TO BE 1/4•. 2) WINDOW FRAME MATERIALALUMINUM ALLOT 6063. 3) 3/16- DIA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACM'.E'd£ MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6" FROM CORNERS k 24' 0. C. MAx. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD DE FILLL:) WITH /6 SCREWS OF SUFFICENT LT.. TO PROVIDE MIN. 5/C IN. EMBEDMENT INTO WOOD BUCK. A) WHERE WINDOW IS INSTALLED W MASONRY OPENING WITM A STRUCTURAL TWO BY BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO' ACHIEV/E 1-3/3' MIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SILICom-1 ACRY•„IC CAULK B£*AND WINDOW F.ANGE AT HEAD. SILL IAMBS. 6) USE SNCCxW.ED ACRr.0 CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 7) GLASS TrOCKNESS MAY VARY PER THE REOUIREMEN-S OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN. $NSV.AW GLASS IS ALSO DUALIFtED, NS) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OrHEPS. BUILD DOWN MUST BE OF SLFFIECIENT S-RENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE S-RuCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APP•-NES TO FLORIDA EXTRuDERS 1750 SERIES @ 20DO SERIES. 10) ELEVATIONS S:a3W COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THEST TWO CCNFIGURATNONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN 9E MANUFACTURED FROM THE 1000. 1750. h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO O HER UNITS L•SHNG ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. EXTERIOR ELEVATibN v•• HAx. +• SHIM SPACE SHIN AS REO'D (SEE NOTES) vINDOv FRAME A d .E GLAZING (TYP SE SEE ITC -TES) PERIMETER CAULK By OTHERS / ExTERICR FINISH J IT OTHERS vINDOV WIDTH /0 1•I14' MIN. ENSEDM.ENT ONE BY vH-OD BUCK BY GTHERS . /— INSTALLATION ANCKCR / 3116' DiA. TAPCON CAULK BETVEEN VSi BUCK a W:S'T DF£N:NG Of OTMERS C 1 CAULK 9ETW£EN f I v1N30v FLANGE a WOOD BUCK CONCRE T£ OR MASONRY OPENING BY OTHERS SECTION 8-8 A EXTERIOR ELEVATION INTERNATIONAL, c E-IEO MIN.A FLORIDA EXTRliDERSANFORD, FLORIDA EuBEDMEM N • DINE BY VWD `-- L •� \" /� /` TITLETLANGE INSTALLATION DETAIL CONCG:TE HEADER V/1 BY B_GK BUCK BY OTHERS w+^ _ L� DESIGNER FIXED WINDOW 1000, 1750, i 20E0 SERIES DRAWN BY: BB APPROVED BY DATE:02112102 SCALE: NTS DWG.: FLEX0035 h[.N(n M� rracr KP�GAA• v'. N91 wNw.rp.a 4H. LT'( t1A .(�xHW. IWIM X)M wM .M IC-otf Ir .n C1.OMs INSTALL A-C14 ANC.{IR ONE IT BUCK Co SCREW BY OTHERS CAULK BETWEEN v1NCCv BUILD DOvN OTHERS f,ANt S.•>EATHSNG Eu, (A •�• W]TfS TO SILL 1) S>•IM AS PEO'D. AT LACE INSTALLATION ANCAOR WITH LOAD BEARING SHIM. MAX. A :CwABLE SKIM STACK TO BE 1/4'. P_YVOOD : fFJ 2) WINDOW FRAME MAT.MAL' ALUMINUM ALLOY 6063. BY CTMCZS 1-3/5" MIN. 3) TAPCON INS•AL�MTIC'N ANChCitS AT SILL MUST BE OF SUFFIGIENT LTH. TO ACyIEA III I r F EMSEDME'+T MON. EMBEDMENT OF 1-T/i INTO MASONRY Cl CONCRETE. /10 INSTµ,lTGN S:;tEWS AT HEAO h JAMPS MUST 'E OF SUFFICIENT LENGTH TO ACHIEVE 1-3/3' MIN. EMBEDMENT INTO WOOD FP,Au*4 AND BUILD DOWN WHERE REQUIRED. EXTERIOR NNISN INSTALLATION ANCHGRS & SCREWS TO BE PLACED 6 w. FROM CORNERS A 29 IN. Br OTHERS O.C. MAX. A) US' S4XC* IED ACPrJC CAULK BEHIND WINDOW FLANGE AT HEAD. SAL 4 JAMBS. S) USE 9LICorKZED ACRYLIC CAULK FOR PERIMETER SFAL ARO" EXTERIOR OF WINDOW FIANCE. F- 1/A• MAX. 6) C:tSS THICKNESS MAY VARY PER T.E REOUIREMENTS Of ASTM E1300 CLASS FSHIM SPACE CHARTS. SINGE GLQIG IS SHOWN, INSUtATWG GLASS IS ALSO CKAMLIFIED. _1 7) BmD DOWN AROUND CuRvED PORTION Of WINDOW FRAME 70 BE ,ENGINEERED BY I OTHERS. BUILD DOWN MUST BE Of SUFFICIENT STRENGTH 70 ACEOUATELY TRANSFER LOAD FROM WINDDw TO THE STRUCTURE. { Q) FL:R" EXTRVDEIRS 1000 SERIES DESIGNER WW:OW SHOWN. THIS PRINT ALSO A. -PLIES TO FLORIDA EXTR•JCERS 1750 SERIES h 2000 SERIES. PER:METEP. CAULK - /T OTHERS v S) CLEVATONS SHOW COMMON CONFIGURATIONS. (I IS NOT INTENDED TO LIMIT USE OF SKIM AE PEO'D THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SMEET APPLIES TO ALL THAT CAN BE MANUFACTURED FROM THE 10DO. MO. & 2000 NOTES) SERIES DESIGNER FIXED ws.DOw FRAMING SYSTEMS. SEWS 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINODv FRANC MULUOW SEE MULLgN INSTALLATION SHEETS FOR REOUIREMEMTS. HEAD WINDOW SUCK HEIGHT HEIGHT CXTER:CR GLAZ:NG (TrP. vSEE NOTES v:NWV FRAME SILL PE-I,ETER CkA.K SHIM AS REO'D IT OTHERS (SEE NC'+ES) EX•ER:OR --� F!%ISH �\ BT CTHERS I MAl. SHIN S;,-E I _ _ CAULK BEiVCEN —/ d vD(DP. FLANGE t ONE IT WOOD TUCK CAULK PETWEEN WOOD B'.^K t "A'.04PI OPENING IT OTHERS cDNCRETE DR SECTION A —A wSt►:,• By OTHERS EXTERIOR ELEVA'I d t _L ,-,/: -%CENTRAL FLORIDA B.O.A.F. DME' EMBEN' PAA ONE 'AT VCOD .• `A'+-v BUGK' By OTTERS,ji INSTA_ �TIDN Ar��� ' _�" 3/16* ;IA. IAPCOM r D Tv0 IT fRAHING BT GTI{RS )ON (T BUCK WIDTH SKIM AS PEC'D (SEE NOTES) 9 —1-3/Q MON EMBEDMENT 1/4' MAX. SKIM SPACE CAULK BETWEEN TvC Or BLOCK• t CCtICRETE Br GTHERS INSTALL A71ZN ANC.QR I �- •:0 S.Rc� FRANC X I'a CALT.K BETWEEN JAMB �, V FLAKW:NDDV 9 1MD BUICK GLAZING TTP. SEE r OTC" a a CONCRETE OR I r. PERU+CER CAULK BYCTHC OTHERS By OTHERS vtN:Ov WIDTH I EXTER:CP FINISH SECTION P,—B BT OTHERS rnNLL�T w;DTn A I W T 4m HEIGHT B B 1 A EXTERICZ E` �vATION +--... -.�, nn.r<x a n . v...-�.r a+A, ui )u. •Ka+v. nllw v-H INK r+ 1t-/M: r.. r> r..roM 1' MIN SHEATHING —� By C:MERS A8 NSTALLATIOH ANCHOR SCREW IT BY OTHERS PERIME7ER CAULK - Br OTHCRs FIN FRANC MCADCR VIP,Q+ 1[IOQ EXTERIOR i PERIMETER CAULK BY OTHERS CAULK BEHIND FIN iv0 BY BUILD DT OTHERS SHIM AS RCO'0. (S££ NCTES) V., IAX SPKt GLAZING (TYP. SEE NOTES) -FIN FRAME SILL SMIN AS REO'D.- (SEC NOTES) / EXTERIOR FINISH -! BY OTHERS RB INSTALLATION ANCHOR SCREWtTrPJ SHEATHING 11 OTHERS [-FiDKni SECTION A -A i -- i L 1/A' wl SHIN SPACE -TWO By FRAMING EXTERIOR ELEVATION BY O7MCRS .�•AL - CAULK BEHIND FIN �� � �j r.. GENF� LZ L 8�3L.J N�r�+' • NOTES. I) SHw AS REO'D. ADJACENT TO EACH INSTAULATOON ANCHOR WITH LOAD BEAFJNG SMw. MAX. KLO*A5LE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE S;L COH12ED ACRYLIC CAULK BEHIND wiNDOw F.N AT HEAD. SILL A JAMBS. A; USE SR.ICOwZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. S) GLASS THICKNESS MAY VARY PER THE REOJINEMENTS OF ASTw MOD GLASS CHARTS. SINGLE ",wG IS SHOWN, INAAJ1TtNG GLASS IS ALSO OUALIFtED. 6) SCREW ANCHORS AT MEAD. SILL k JAMBS SHOULD BE 18 SCREWS OF SUFFICIENT LIM. TO PROVIDE MIN. I IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE /B SCREW ANCHM 6' FROM CORNERS AND 24' O.C. MAX.. 7) BUILD DOWN AROUND CURVED PRTOCIN OF OTHERS. BUILD DOWN MUST BE OF SSUF-,CEMSTRENGTH TO FRAME To BENGINEERED BY ADEOU)ATE TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k. 2000 SERFS. 9) ELEVATIONS SHOW COMMON CONF"UTPDNS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SKEET APPLIES TO ALL CONFIGURATIONS TrAT CAN BE MAHRFACTUIRED FROM THE T000. 1760. k 200D SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS 10) WINDOW UNIT CAN ALSO BE MUALED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMEN7S. 2002 Au. •? INSTALLATION T,u SPACE ANCHOR SCREW (TTP.) TWO BT FRAMING SHIN AS By OTHERS (SEE NOTES) CAULK BEHIND FIN FIN FRAME JAMB — ING(T/ GLAZING y SEE NOTES) z� -- LL L r IaM EM E I JJ �1 - SHC -THING BT CTHCRS EXTERIOR \—EXTERIOR FINISH BY 07GERS PERIMETER CAULK --vInBD)I vIF.N--..T By OTHERS SEC i ION B-B 'EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL. , FLORIDA TITLE: FIN INSTALLA710N DETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SERI=S DRAWN BY: BB APPROVED BY: DATE:02/14/02 ISCALENTS DWG.: FLEX0037 1�1uLH F ><o�w IOW M \H..19 tY K.H. . DORM W'. A w m 1 /u yf AN-1Mc CONCRETE OR SM;M AS RE'0'D MASONRY OPENING (SEE NOTES) By OTM:RS BETWEEN CKFLANGE DDCRF t WOOD 3uCK CAULK BETVEEN PERIMETER BUCK WOOD t MAS'Y. OPENING CAULK BY BY OiHLRS OTME;S STUCCO Q Hr• OTAIE;z v ie .INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR Ra SCREV (TYP. WHERE ONE 3r WOOD TAP:ONS ARE NOT REO'D.) BUCK BY OTHERS I— 1 1/4' M;N t EM3EDKENT Il SLIDING GLASS DOOR FRAME 1 JAMB J/A' MAX. -7 D SHIM SPACE 1 I INSTALLATION ANCtaORBS SCREW <TYP. WHERTTI�- tt TAPCONS ARE NOT 0%1 i SLIDING GLASS DOOR FRAME MEAD TEMPERED GLASS (TYP.) DOOR HEIGHT SLIDING GLASS DX* FRAME , SILL I A lD j A E-3EDMENT Q • D ♦ D LIBERALLY APP'`Y CAULKING UNDER SI_ INSTALLATION ANCHOR OF CONCRRET OR SET SILL IN IN BED 3/16' DIA. TAPCON SECTION A -A 9 2 27 TEMPERED GLASS (TYP.) PERIMETER CAULK BY - OTHERS - 0 S.G.D. VIDTH _ 1/N' MAX. SHIM SPACE 1 1/4' MIN. �EMdEDMENi ONE By WOOD � / 1 BUCK BY OTHERS CAULK. BETWEEN G WOOD BUCK t MAST. OPENING BY OTHERS SM'M AS REO'D. (SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETVEEN /— DOOR t VDOD DUCK 4 CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 3/I6' DIA. TAPCON SLID:NG CLASS DOCP HOOK STRIP CONCRETE OR MASONRYOPENING By OTHERS RS CAULK BETWEEN WOOD BUCK t ' MAS'Y. .OPENING BY OTHERS d CAULK HETW::N MMX TRIP G VOOD BUCK t ONE BY WOOD BUCK BY OTIICRS STUCCO BY OTHERS l.rtt�ltLAJX O B.O•AJ.TEMPERED GLASS —1' (TYR> SECTION BMAMWACM m SLIDING GLASS DOOR T �nra .s .W �.,[_�IP�S INTERLOCK MASTER FELE# HOOK STRIP DETAIL Y : I DOOt NA.ERIAL' ALIANSKN ALLOT 4063.. 2) TAPCON TYPE INSTALLATION AACHOTS HVS_ BE OF SUFFICIENT LEWIN TO ACHIEVE HIM. ENBEDNENT OF 1-1/4' INTO HASOPPY OR CONCRETE. _ 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BA:K IN ALL FRAME KNBERS. ... .) TAKOH ANCHOR CHART ON BACK OF THIS SKET, 51 USE SILICONIZED ACRTLIC CAULK BEHIND DOOR FLANGE AT HEAD L KMSS, . 6) USE SILICOWZED ACRYLIC CAULK FOR PER:KTER SEAL ARO(ND EXTERIOR O"BLIOt. 7) IF EXACT Dot SIZE IS NOT LISTED IN ANCHOR CHARY. USE ANCHOR OLPANTIII.LISTED V.TH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REC'B. " B) FOR POCKET DOOR SIZES USE CLOSEST E'PASS ODOR SIZE L CO♦'1GURA7ION TO FINISHED OPENING PLACE TAPCONS. IN FRONT or MOOK STRIP AS SMDVN ' !T GLASS THICKNESS MAT VARY PER REOUIREKNTS OF ASTN E1300 GLASS CP.UtM 10) ALL FACTORY APPLIED HALES NOT DESIGNATED FOR TAACON ANCHOR SHOX•D BE FILLED V17H LB SCREV: OF SUFFICIENT LENGTH TO PROVIDE MIN 5/8' CMBCOKNT INTO WOOD BUCK. U> DOOR UNIT IS AAPROVCD USING TENPEREO GLASS IN SINGLE GLAZED R IM'UAATWG GLASS IZ) JANB / SILL COIERS ARC TO BE SEALED VUH A SHALL JOINT SEAN SEALER 11) SNIN AS REPO AT CA. SET OF INSTALLATION ANCHORS. MAX ALLOVAILE SWN STACK TO BE 1f4•. , IN) ALL INSTIO ALLATN ANCmGRS MUST BE HATE OF COARD:ION RESISTANT HATER;ALS. REPRESENTS FIXED ►AK APPROVED 15) VKRE X REPKSCH.' PAVING PANEL —0 L COIIGURATIONS ARC AS LISTED ON ANCtiA CM, PT ON BACK Of THIS SHECT A �f 161 PAT ALL CONFIGURATION LISTED ABOVE ARE SHOVH ON THIS DRA'wING. HAvCVCR INSTALLATION EXTERIOR ELEV:':ON SECTIONS 'A -A', 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SM3VN LL DE TAPCON !x EACH PAIR OF fAETORY APPLIED tN7ALi.i{ON HOLES 1AgCS2 KITED IT> INSTAONFIINSTA ORATIONS. .. OTHERWISE ON ANDCR CHART. SCE BACK OF THIS SWEET. IS) FLORIDA EXTUypCM WDD SERIES SLIDING GLASS DOOR IS SHOVM. THIS ►R:NT ALSO APPLIES TO 2000 SERIES AND 5" SERIES .. .. ... . . L)AIL:IVf LJ/VI I✓HV I. FLLAVVL1 ..r..vn .. �nN�T a .Ah 1f.YCf fH(i.FF.NG K tS. 1.1fl-lia— A __ s,4rE -A. c.mv, FlOR:.:.. SZTN6. NOT-Rt5.OiF5 FAX 47-CS-05M INSTALLATION ANCHOR �— DOOR WIDTH SHIM AS RE•0•D se SCREW SHEATHING (SEE NOTES) BY GTHCRS CAULK BETWEEN DOOR FLANGE ByO WOOD SLIDING GLASS L SHEATHING BY OTHERS DOOR FRAME yw3 ' I t/A• MAX. i► I � � rSHIMSPREE � I EnBEDnENT TEMPERED GLASS STUCCO (TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYP) DOOR r HEIGHT SECTION B-B M�Li�r..... 'Go in VVER5 SLIDING GLASS. DOOR FRAME SiLL D A MAX. SHIM SPACE TWO By WOOD 1-1/9 MIN /- BY OTHERS SLIDING GLASS DOOR SHIP AS REO'D. HOOK STRIP (SEE NOTES) INSTALLATION ANCHOR so SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING INSTALLATION ANCHOR s8 SCREW TWO BY WOOD BY OTHERS !!-- CAULK BETWEEN / NOOK STRIP t / SHEATHING 11-1/9, HIM. . EMBEDMENT SHEATHING BY OTHERS SHEATHING BY DINERS 7EMPERED GLASS STUCCO (TYP.) STUCCO OR SIDING DR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL 27 .8 INSTALLATION AI: SCRCV MUSTALLO6060 x) AD S,ISTOon SA CON_ BC a S AL, AT13N AKOCA To ACHIEVE NIN. EMBEDKNi Or i-1/B'. INTO LENGTH T SACHIE EMI 1NMKHC97 ANCMGR-' AT Sill MUST BE SI S1ffiCIEN7 ICNGTM TO ACHIEVE WM [MBEDNfl:� 7 1-1/s• INToNASD.iT W CpC11ETC..' .. _. b INSTALLATION ANCHOR CN"? ON BACK OF 7NIS SEE7.. - ... .) VSC SAICD.IZCD ACRTLtC CAULK DCMND DOOR fLANGC AT MEAD L 1AMBi _ SR USE SILICOMIZCD ACRTLIC CAULK FOR PCRIMET[R SEAL AROWD rxTERtOR Or DOM OR l) V EXACT DOSIZE IS MOT LIStED IN ANCrOR C7Uw7, USE ANDOR CUANTITY LISTED VITH NEXT LARGER SIZE. foot hE A"RO►RTATE DESIGN PXSAFC 7) FOR POCKET DOOR SIZES USE CLOSEST loss DOOR SIZE L COKIGNUTION TO FINISHED OPENINa, PLACE INSTALLATION ANCNOIRS, IN FRONT W NCD( STRIP AS SHOWN s) GLASS IMICKNESS NAT VART ►ER REOUIREMENiS if ASIN CBZ00 GLASS CNMA'S !) -DOOR UNIT IS APPROVED USING TCWERCD GLASS IN SINGLE GLAZED OR INSULATING GLASS 10) /ANB / SILL CORNERS AK TO BE SCALED VITN A 90" JOINT. SCAN SEALED _.. 71) SHIN AS REO'D, AT EA SLT Or INSTALLATION ANC"M HAX. ALLOVABLE SHIN STACK TO 1/4-. 12> ALL INSTALLATION A)CW.-RS MUST BE MCC Or C7RROSID. RESISTANT MATERIALS , 1), +RKRC •X• REPRCSENiS M: SNG PANEL AND •O' RE►RESCNTS rlxo PANEL API7ROVED - COiIGURATtONS ARE AS LISTED ON ANCHOR CMAXT ON VCK OF THIS SKCT. T EXTERIOR E L E V A T I O N 1.> NO7 ALL EDN.IGIRATJON$ LISTED ABOVE .K s ]VN ON S Tz wwmINSTALLATION AN KRMLD, INSTALLATION ACT •A -A•, •BON• L MOD) STRIP VE7AA APPLY TO INSTA1yATITs. or ALL A»ROVED EMBEDMENT COW GIAATIONi D G 1-1/4' MIN. IL FLORIDA CKTRVDERS 1000 SERIES Sil01NG GIA.i OOOt IS SMO+na TNIS ►RIM ALSO APPLIES TO A • 2 PANEL DOOR SHOWN 200s SERIES AND 500 SCXKS. .: _ ..._ ..._ ._.... • D D LIBERA_LY APPLY CAULKING UNDER SILL .. OR SET SILL IN BED INSTALLATION ANCHOR OF CON.RETE SECTION A -A F 12002 I DESCRIPTION DATE INI EXTRUDERS F-LORIDA INT. INC. SaaFDRD F.L. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS` 77 DRAWN BY:38 APPP.OVED BY: ATE: t2/17/01 SCALE: NIS OWG /FLE)M27 SHT 1 DF 1:7 w)EwTONAL n__ 1• ,TC rA EAr sw- rLo .bk 3274...7-W5-f%j f.X .n•R03-0746 �4 1000 P.V./DESIGNER SILL (TYP.) 18 X 3/4 SELF TAPPING SMS IXaX1/8 TUBE MULLION vlmDOv SEALANT I a MULLION SEALANT Mt f- ¢ - WINDOV FLANGES ` /8 X 3/4 SELF L MULLION 1000 S., TAPPING SMS HEAD (TYP.) SEALANT TWEEN vDmv ��GES SECTION A —A (1) a 11AA1ON 1000 P.VJDESIGNER SILL (TYPJ /8 X 3/4 SELF TAPPING SMS 1X27/16X1/8 r___vv 1 //_ TUBE MULLION SEALANT 3 WINDOW FL L MULLION \--#8 X 3/4 SELF \-1000 Sit TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (31 WINDOW FLANGES L MULLION 10W P.VJDESIGtER S£ALAW BET_C VINDOW FLANGES r SILL cTYP� _ L SON / /8 X 3/4 SELF \ TAPPING SINS 1 T TUBE MULLION \--68 X 3/4 SELF �-1000 S.H. TAPPING SINS HEAD (TYP.) SECTION A —A (5) 1000 P.VJDESIGNER SILL (TYP.) /8 X 3/4 SELF TAPPING S14S :__TyIX2X3/8 TUBE MULLION \--18 X 3/4 SELF TAPPING SMS —low $x WAD (TYP.) SECT10N A —A (2) -1000. P.WJDESIGNER SILL (TYP.) 18 X 3/4 SELF TAPPING sMS 1 X27/36X TUBE MULLION 1 la MULLION APPLIES TO HEAD & SILL WHERE 1' X 4' AUXILIARY DETAIL k 2 X 4' TUBE MULLIONS ARE USED -ORt ADDMOLAL AN04=, V CN REDUDiED> 0 SHEATHING O O INSTALLATION ANCHOR 18 WOOD LLAN SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS 1 1000 P.VJDESIGNER SILL (TYPE 48 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MILLION 18 X 3/4 SELF — 1000 SA TAPPING SMS MEAD (TYPE 18 X 3/4 SELF TAPPING SMS SECTION A —A (4) 1000 Sx HEAD (TYPE —IWO P.VJDESIGNER (7) SILL (TYPE SECTION A—Ap TAPPING SMS FA L'O� 1 X4X3/8 BID TUBE MULLID ll�r>�v TRIM-L � S 'L 1'+ 1 3F A 4` `-18 X 3/4 SELF `— 1000 S.M. TAPPING SINS HEAD (TYP.) SECTION A —A (61 toR 2002 DETAILS-� / MULLION APPLIES TO MEAD t SILL MM0M /' X 2' DETAfL t I' X 2 7/16- TUBE MULLIONS ARE USED H sw.Lwoc 1NSTALLATMN #JXIW /8 WWD SCREW mp.1 �- HORIZ CL1P L1 1/8' MIN. EMBEDMENT wx EMBEDNENT- FLORIDA EXTRUDERS usANF ATI. mAL, mA SANFORD, FLORIDA ME:SER. 1000/1500 FIN SHEET 1 OF`2. -TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR ' DESIGN PRESSURE CAPACITIES DRAWN BY. MSH APPROVED BY. DATE:2/6/02 SCALE:NTS DWG.: 1HMFINTR SEALANT BETWEEN IX2X1/8 TUBE MULLION SEA ANT BETWEEN VINDOV FLANGES 1 L MULLION `N8 X 3/4 SELF �1000 S?L TAPPING SAPS HEAD (TYPa . T BETWEEN W S SECTION A -A (11 L KXIMN DSIGNER 3/4 SELF \ NG SAPS /� 1 x 2 7/16 x 1/8 La/ TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION \-r8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ WSEALANT INDOW FibFCTION A -A (3) L MULLMN i000 r P.W✓DESIGNER SEALANT BETWEEN SILL (TYPJ vD(Dav FLA►�ES I L�z 3/4 SELF L �� - \ NG SAPS TUBE MUlLI0r1 TYPICAL MULLION TO CONCR*E CV MB 1000 P.V✓DESIGNER (APPLIES TO JMB WHERE I' X 4' SILL (TYPa k 2' X 4' TUBE MULLIONS ARE USED) Q r8 X 3/4 SELF TAPPSNS CONCRETE OR MASONRY BY OTHERS all IX2X3/8 TUBE MULLION ONE BY WOOD (yrfrRAL FW.rMA B.O.A.F. R= BY OTHERS 4 tfMAN WACr NAM: 20�9R/Lbf +r_Ru42&65 TAPXPINGG S sS MASTER FII 6 HEAD (TYPa 77 SECTION A -A (2) 0 P V✓DESIGNER 1000 P.V✓DESIGNER INSTALLATION ANCHOR 3/16' DIA TAPCON SCREW AN04OR (TYPJ MI LLION INSTALLATION CLIP SI LL ("P.)SILL r SI I r8 X 3/4 SELF (TYPa Q TAPPING SAPS I X 2 7/16 X 3/8 I - �tl 11 TUBE MULLIONI--"m r8 X 3/4 SELF TAPPING SMS ` TUBE 4MULLION EMBEDMENT SEALANT BETWEEN VDIDOV FLANGE " L MULL10( r \—i8 X 3/4 $ELF 1000 S.K TAPPING SAPS HEAD (TYP:} SECTION A -A (4i 1000 P.V✓DESIGNER r SILL (fY ) j r8 x 3/4 SELF TAPPING SNS, I X 4 X 3/8 TUBE MULLION (18 X 3/4 SELF r8 X 3/4 SELF 1000 S.H. TAPPING SMS ww S.N� TAPPING SAPS 1 8 HEAD (TYPa HEAD (TYPJ SECTION A -A (51 .. ; v _ SECTION- °A -A (61 `re X 3/4 SELF TAPPING SMS 1000 S.H. HEAD CTTYPJ _ECTION A -A (7) A 1 - L� A.. FI FVATKIN VIEWED FROM EXTERIOR FLORIDA EXTRUDERS F oxIDa r1r z*. SER. 1000/ 1500 FLANGE SHEET 1. OF. 2 TRIPLE -HORIZONTAL MULLION SECTIONS_ SEE OTHER SIDE (SHEET 2 OF 2)`FOR DESIGN.PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: - DATE:2/6/02 SCALE:NTS D1/G.: 1HMFLGTR 1000 P.V✓DESIGNER SILL .(TYP.) 08 x 3/4 SELF TAPPING SMS IX2x1/8 TUBE MULLION SEALANT BET) WINDIIV FLAN t MULLION 1000 P.V./DESIGNER SILL (TYP.) 08 x 3/4 SELF TAPPING SMS Ix 2 x3/1 TUBE MJLLII AUXILIARY PL61E ADDITMWJ- AN04XS, VW-M RCMJUt m DETAI O O O 0 TWO BY WOOD SEALANT BETWEEN' y B�(K BY OTHERS �1I8 X 3/4 SELF 08 x 3/4 SEiNI� FW���— vTNDOV FLANGES 3000 S H TAPPING SMS \_ 1000 SA TAPPING SMS p � . !� a ►R7LL30N HEAD (TYP.) cauy,t9tadAC IMM HfjM HEAD (TYP.) MULLION _= SEALANT BETWEEN SECTION A —A (2) vwDov FLANGES SECTION A —A (I) .�. - a MULLION Iwo P SILL (TYP.) r SILL (TYPDESIGNER r w. r.La�:i # (p_ TAn A 08 X 3/4 SELF t s8 X 3/4 SELF 1000 P.V./DESIGNER / r TAPPING SMS L.TAPPING SMS SILL (TYPJ IX27/16X1/8 1x27/16x38 l_A l TUBE MULLION TUBE MULLION r8 X 3/4 SELF TAPPING SMS 2 X 4 k3/8 . TUBE MULLION.: SEALANT BETWEEN vIMIDOW FLANGES a KAAMN SEALANT BETWEEN WINDOW FLANGE --- a MULLION D8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (4) 1000 P.WJDESIGNER SILL (TYP.) M8 x 3/4 SELF TAPPING SMS %1X4X3/8 / TUBE MULLION APPLES TO HEAD k SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 48 VOOD SCREW (TYP.) EXTERNAL MILLION INSTALLATION CLIP �IS X 3/4 SELF \-1000 S, TAPPING SMS MEAD(TYPJ SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES t MULLION 1000 P.VJDESIGNERSEALANTLBETWEEN ov FLANGES, SILL (TYPJ t mMULL .LLION / I R8 X 3/4 SELF ' TAPPING SMSI X 4 X 1/8 TUBE MULLION °` ` .B8 X 3/4 SELF `1000 SA TAPPING SMS MEAD (TYP.) ®BM �08 X 3/4 SELF �1000 SH TAPPING SMS HEAD (TYP.) . SECTION A —A (6) 1 1/8 MIN EMBEDMEN EI FVATION — . :... _. -. VIEWED FROM EXTERIOR . .....0 ETAI L . APPLIES TO HEAD & SILL WHERE 1' X 2' t 1- X 2 7/16' TUBE MULUONS ARE USED SwAll" TAUAIN I AMC OR �B VDOD.SGREV (TYPE 11lXtIZ CLV �-08 X 3/4 SELF TAPPING SMS IDOD S.H. SECTION A -A (7) HEAD (TYP.) FLORIDA EXTRUDERS INTERNATIONAL. 'Nc SANFORD, FLORIDA MM SER, 1000/ 1500 FIN SHEET 1 OF2', c' T ,. '_ :TWIN -HORIZONTAL MULLION SECTIONS - 5 _SEE OTHER SIDE ( SHEET . 2 OF 2) FOR .DESIGN PRESSURE CAPACITIES BY: MSH APPROVED BY: 1=`DATE:2/6/02 I SCALE:NTS DWG.: 1HMFINTW /B SEA:1N T 3ET'� s ti VI.N�,jV RANGES \\1 L !KILLION IO:C F.W./3ESIGNER I Sj rTYP ) #8 X 3/4 SELF `TAPPING VMS \ r:x2xl/s T.JS_ RuL_IGN '\� SE4:ANT V.INa^_V L MiILL'.E ` �•-#8 X j/4 SELF R 29a0 S.� f APPNG SMS N.Mv FvE. ` nr-cs M�Sr CTION A -A i 11 L .:aLlex V / SILL (TYP.) 1 98 x 3/4 SELF TAPPING SMS X 2 7/16 X 1/6 I TUBE MOLLIOS SEALANT BETVEEN wzxm'J F.A.:vES- L Mt9_LICN �—#8 X 3/4 SELF �— i000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETr<EN r� VJNV FLANGES S:C .'x1Tf N A —A 3, L NULL0% r•lOGO P.V./DESIGNER SEALANT BETVErN 1 SELL (TYP.) VINM.4 FLANCHS 5 X 3/4 SELF L XkLLI1N APPING SAS X4X1/8 \ / I J�C iYULLlui� X-#8 X 3/4 SELF IOCO SH. TAPPING SMS . liE49 (TYP.) �Ft'T'ON A --A (5' r 1cc' P!:./L'ESIGNER j SILL (TYPJ I TYPCAL MULLION TO CONCR7E O .IA)AB i (APP IFS TO JAMB WHERE i' X 4' t k 2- X 4' TUBE MULLIONS A.R: USED) a i I CCNCR--TE OR MASONRY t BY OTHERS X 2 X 2/3 j .I .. ONE BY d;FNTRAL FH.�DMA �.O.AF. ' auc< =_�T,,E><s 4 MANIIFACT NAM: _ ;,A S + TArPitiG SMS` � �'i4y+ # I 1 'T- = [ a LNST&LATn* ANCHOR 3/I6' DIA. TAJP=S. SCftS/ A.NCHE:N' 17YP.; EXT. EANAL KA.L.IGN LNSTALLA'IDN CLIP =cr10N A —A (2 I Ii ►U :Ot F:,V./DES:CNER i^_00 �.'J /3ES:GNER I t' SELL (fYP.) f XB X 3/4 S_L: 3/4 SELF TAPPING SMS #S X I ` . S X 2 7/16 X 3/2 / TAPPING SMS TUBE GLt:; �2 X 4 X 1 I/4• MIN. /_ ::a: fL.L.=. t EMet.::KZNT SEALANT BETWEEN VLN:cv FLAtiGE - L K7.L!DN `s8 x 3/4 SELF -,COO S.ii 'A.PPING SMS MEAD (TYP.) SEC'ION A —A (4; 1000 F.V./GESIGNiER S,L: (TYP.) #8 X 3/4 SELF TAPPING SMS ' �1JxE41x 3/8 `#8 x 3/4 SELF TAPPINI SMS nEAD (TYP.) A_°• 161_.. �- #8 x 3/4 SELF TAPPING SMS HEAD CTY?; SECTION A -A (7 i f i v FEB 152M KLLli'N E$ EVATiCN VIEWED FROM EXTERIOR LE: SE R 1 GOO/ 1500 FLANGE .SHEET 1 GF • r TWIN HORIZONTAL MULLIONSEC••77TIONS SEE u i ^LK S.BE ♦ SHEE 7 C OOF Ci F JR DESIGN PRESSURE CAPACITIES.. /7 1000 P.W./DESIGNER SILL (TYP.) D8 X 3/4 SELF TAPPING SMS 1X2X 1/9 TUBE MILLION .SEALANT BETWEEN WINDOW FLANGES- L MULLION SEALANT. BETWEEN} 9 \—s8 WINDOWL MULLION FLANGES . X 3/4 SELF \_ 10DO S.K TAPPING SMS SEALANT BETVEEMHEAD (TYP.) WINDOW FLANGES SECTION A —A (1) L MULLION 1000 r P.WDESIGNER SILL (TYPJ I s8 X 3/4 SELF TAPPING SMS /-1 X 2 7/16 X 1/8 f—lfiFl / TUBE MULLION SEALANT WINDOW L MILLI U - ` 08'X 3/4 SELF \_1000 Sit .TAPPING SMS HEAD (TYP.) SEALANT T BETWEEN SECTION A —A (3) UMES L MLLLMN 1000 P.V./DESIGNER SEALANT BETWEEN 1 SILL (TYPJ WINDOW FLANGES ` L MULLION s8 X 3/4 SELF TAPPING SMS j-1lY j 1X4X1/8 //— TUBE MULLION iB X 3/4 SELF - \_ 1000 _SJi TAPPING SMS HEAD (TYP.) .. . SECTION` A —A (5) 1000 P.Y./DESIGNER AUXILIARY PLATE SILL (TYP.) (rM ADDITIONAL AIC$. WHEN tEOUTAED) O N8 X 3/4 SELF DETAIL TAPPING SMS E O IX2X3/8 TUBE MULLION MJLL.N � Q.�.N+ .LRAL FLO'_MA B.O.A-ACK 0 BY WOOD s8 X 3/4 SELF BY CITHEF —1000 S.H. TAPPING s' . M1 UACTMER NAME: HEAD (TYPJ OR/P4 z.tor'DERS SECTION A -A (2) -`� YLASM # 6 -1000 P.V./DESIGNER SILL (TYP.) i8 X 3/4 SELF 1000 P.V✓DESIGNER TAPPING SMS SILL (TYPJ I X 2 7/16 X 3/8 TUBE MULLION #8 X 3/4 SELF me I TAPPING SMS TUBE 4MLLION SEALANT BETWEEN VINDOW FLANGE — L MULLION. 0 8 X 3/4 SELF �1000 S!i TAPPING SMS HEAD (TYP.) SECTION A —A (4) 1000 P.V./DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS 1X4X 3/8 TUBE MULLION N\%-- 19 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYP.) SECTION A —A (6) APPLIES TO HEAD do SILL WHERE 1' X 4' k 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR •8 WOOD SCREW (TYP.). -EXTERNAL MULLION — INSTALLATION CLIP MILLION A _— �A / L1 1/8, MIN. EMBEDMENT ATIO VIEWED FROM EXTERIOR DETAIL 8 APPLIES TO HEAD k SILL.. WHERE I' X 2' . Z 7/I6': TUBE MULLK)MS ARE USED '.s-VL10D SCREW (TYP.) NmL CLIP `48 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (7) HEAD (TYP.) j � I EMRCDMCNTNT FLORIDA EXTRUDERS D° N oii'NA Tmx:SER. 1000/1500 FIN SHEET 1 -OF..2 y.r HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES mwN BY: MSH APPROVED BY: „ .1 DATE 2/6/02 SCALE: NTS DWG.: 1 HMF I N rA :COD F.W./DESIGNER 1CCC P.W./DESIGNER j T'?iCAL MULLir,N TO CONCR_1 0 .!AMA (APPLIES TO JAMS WHERE " Y. 4' n r'F-TA!I z 4 ; �_� (T - Sat r, SL (T.-. !L ., ' ra 2' X a U9E MULLIONS ACE Ye V 9// SC} APPitiG Sr.S r---urn I r-.R x 3/4 SELF 7APP:NG SMS M I OT_TE CR MASONRY BY4 H:RS V I ! -/'x SEALpt- SET'rE*_1, w;x v FLANGES' t L rt:ll^uN i SEAL.4N7 cc.Al�tuEs '`-TA X 3- EEL' vu CJ `.-:CCO Sit 'a?eihShS "CAL. (f YK) SEALANT PETv-EN VLNDOW FLAW -IS SECT!ON A -A. (? ) _L ZU-iai r,C-% P.w./DESIGNER SILL (TYP.) Oe x 3/4 SELF TAPPING SMS I x 27/I6 x 1/e 7 r- I In TUBE 140-LION SF-ALA.Nr I VINMW Ff L Mi1LLION N-*8 X 3/4 SELF �1000 S'K TAPPING SHS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW %LANCES r 1000 F.W./DESIGNER SEALANT BETWEEN j SILL (TYP.) WINDOW *FLANGES 06 X 3/z SELF L 11ULLMN / TAPPING SMS / /- I x 4 x I/e , f—fin u / tnr. rstLiUN ' `08 X 3/4 SELF • TAPPING SMS 1000 S.i HEAD :TYP.) i i I 1NSTA_LATICP. ANrHG-R 3/15' LIA A 3iE r7AP;;G4 S_<_V AtrCt;Z.'< :7Y=J vs_ L:1\ - i I ExYSRNAL N:JLLi:]N . f ONE ;Y WOE__/ i INS7ALLAT.;N CLIP oLCt 5Y aTrE4S Q t CENTRAL FLORMA 8. O. A. F. ; "_,a X 3/4 S-: f 1 ' \- TAPP:Nc SMSkLVWACTURER NAME: 1 KAB (i"iP.% f'/-dR/DA FXTFyDERS ! SECTION: A —A (2bgArSTE,R FYL; # rWSC a.v./LES:GN-'R , SILL (TYP.; Q I 42 X =/4 SELF 1 y r 1^_:!0 P.W./DESI'�NER %- 2 x 2 7/15 X 3/8 I ST.LL (TYP.) TUBE MULLIDN r4 s-..- 1 1/4' M!M sa X 3/4 SELF Er15EDaENT T'A"PnPING SMS T--'; 4 �MULL'IGN SEALANT BETWEEN vINDOV FLANGE - L KILLiC-N L-.e x 3/4 sE� t--1000 S.H. TAPPING Sr.S HEAD (TYP.) SECTION A -A (4) �-1000 F.W./DESIGNER SILL (TYP.) ! r Na x 3/4 SELF TAFFING SMS i x 4 x 3/8 L gr_, x 3/4 SELF ' Ailpltib S.Mz SOCC S HaAD (TYPJ SECT^ : - A IILTpI'- s� �-Ye X.3/4 SEL' TAPPING SMS NAT' N IG:D S.H. SECTION A -A (7) VIEWED FROM EXTERIOR 1TITtE:SER. 1000/1_501-I- FLANGE SHEET I OF 2 H00R I Zu"tiTAL M,-' I,�": SEC -IONS I S= O I HER S I DE ♦ >MLL� C Uf 2) � LaC DESIG►v PRESSURE— CAPACITIES !DRAWN BY: N;SH APPROVED BY: i 6 .15 LJ�12 DATE:r%4102 SCALE: 1 TS DWG I HMf LG 0 /5 1000 SUN. 1 X 2 X 1/8 1000 S.H. JAMB (TYPJ TUBE MULLION JAMB (TYP.> #9 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME L MULLION N8 X 1-1/2 SELF TAPPING SMS SECTION A —A (11 I X 2 7/16 X 1/8 1000 S.H. TUBE MULLION 1000 S.H. JAMB (TYP.) JAMB (TYPJ •8 X 1/2 SELF TAPPING SMS �LSEALANT BETWEEN VINDOV FRAME L MILLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) IX4X1/8 / TUBE MULLION 1000 TYPJ II JAMBT0 YPa H. JAM D8 X 1/2 SELF TAPPING SMS 1 X2X3/8 TUBE MULLION 118 X 1/2 SELF TAPPING SMS 2X 4X3/8— SEALANT� TUBE MULLION . WINDOW FRAME a MULLION �— B8 X 1-1/2 SELF TAPPING SMS SECTION A —A (2) - 1000 S.I.I. I X 2 7/16 X 3/8 JAMB (TYPJ �. TUBE MULLION 48 X 1/2 SELF TAPPING SMS 1 1/8, MIN. EMBEDMENT TWO BY WOOD BUCK BY OTHERS DETAIL C SHEATHING Lu\ INSTALLATION AWJ40R •8 WOOD SCREV,(TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO HEAD k SILL WHERE 1' X 4' & 2' X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD do SILL WHERE 1' X 2' & 1' X 2 7/16- TUBE MULLIONS ARE USED 18 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL Re WOOD SCREW (TYPJ SILL CLIP BETWEEN INS X 1-1/2 SELF \SEALANT FLA�NGESS EN WINDOW FRAME TAPPING SMS L MULLION EMBEDMENT #8 X 1-1/2 SELF_ SECTION A —A (7) axAnuw TAPPING SMS DETAIL C SECTION A —A ('4) I VCW FwwIK 1X4X3/8 Alf TUBE MLKLIMN ,OaB�•a. Zia s8 X 1/2 SELF TAPPING SMS AUXILIARY- PLATE (FOR ADDITIONAL ANCHORS. WHEN REQUIRED) O_ O #8 SELF TAPPING "- V \/ SMS (TYPJ ` DETAIL B MULLION VIEWED FROM RIOR SEALANT BETWEEN SEALANT BETWEEN MN i h`"ULLM vDqwW FRAME ` 1 f 9 21 12 L 88 X 1-1/2 SELF - It8 X arl/2 SELF TAPPING SMS TWING-SMS SECTION A —A (5) SECTIONA—A (6) FLORIDA EXTRUDERS � °OsDR DA TME: SER. 1000/ 150.0 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2-OF 2) FOR DESIGN PRESSURE CAPACITIES DRA11N BY: MSH APPROVED BY: - DATE 2/6/02 SCALE:NTS DWG.: 1VMFIN iy ic H ' x 2 X 1/2 iD00 S.H. 01rC .:AMA C T Y=., 1 TL'E MU__:uN . ;A?!: C T YPJ ke x ' /2 SEi F , APP;NG SY.S �— SEALANT 9 1WEEN 'JLNmm �, c i MUL-MN TAPPa- a!!S SCCTION A -A . i i / X 2 7/,6 A :/6 U � MULL;ON .;AM2 CTYP.) JAM3 (TYP.) 45 x 1/2 SELF TAP?t.NC SMS SEALANT SZTVEEN VINDOV FLANGES t MLLL ICN L- 08 X 1-1/2 SELF TAPPING SMS 5EC110N A -A (S' 1 x 4 x 1/6 TUBE MULL!ON i x2x3/8 TUBE `TULLION se x 112 S=_F TA?PIvL• SMS \ SEAL_Ar' EN BETWE Y:S=4 •� � x, RC x ;-1/' SEL% - ^\ 7wPi:,-- S►+S SEC710i; A -A /-1 X c 7/I6 X 3/5 1.,03 !:`U - ,�—, THEE MUy_LION JAMS CTYP.) GN_ BY v7GD__ QUl Aims C L 3::CK by GT;4ERS - l=NCRET_ - MASONRY 1 1/4' M!N, \ 9Y Ti+HF_RS-^ 4 . 4 E�^!PELMcN' rtj1� i ♦S AL_ATI a A%C:4Q 3/16• L TIPCGN SC;i-ry A C,-C4 C7r Ex ,iNAt MLr LI3N -NC a_-a7inp CL7- . i TY;:CA- M Gn TO COTr RET 0 HEi«: PLIES 'M i-EAD & SiLL WH Q 1 X to x 1/2 SELF #C X 1/2 SELF TAP?I%l SuS J I1. t-INSTALL L ATIO+N ANCNO 1 3/1E DiA TAPCGN TAPPING, SMS � � i SCREV ANCKW tTYP. • i SILL CLIP ka x I-1/2 SELF Sc �F TBETWEEN SEALANT KTVEEN TAPPING SMS ES MiN. WINDOW FLANGES L _M:LLIOr Q EM3ETdL-1 Q° X 2 SELFSECTION A -A (7; :\ Q __[ TAPPING'SkS NAIL r — PRECAST SILL HY OTHERS Y ILRY , . ATF �C1'iOPd A —A (4 i � � A:1XV _ ' U. 1_ � :crR.aDD:TICtiAt ANCHORS, V .=N REOUIRED) / IX 4X.3/6VL L ,1 / TiJu': MULLIONp wo•--- i j JAM3 (TYA.) I JAMB (-Yp).i`{ 1 rs8 x i/2 SELF •8 x 1/2 SELF TAPPING SMS - TAPPING SMS 1 : SEALAYT p£TVEE.4 \ SEALANT'E=TY_EN WINDOV FLANGES\\ .. _ ' LIND.T.' FLANE=S t MULLION , \ - L M'JLU.rah `— !8 X 1-i/2 SELF `— #8 x i-1/2 SELF TAPP'ING SMS, TAPPING,SMS SECTJON .t Aa 0_ O ro octr r.00rur J \. � I r+{!Li Tyr: J SMS CTYP,) — D=TALL_ Fi VIEWED FROM EXTERIOR FLORIDA EXTRUDERS= -"4AT'OF FLORIDA ,TITLE: SER 1000/ 15GO FLANGE SHEET 1 OF 2 `JEK y_ Mj-Li-DN SECTIONS i SEE C!TH, R SIDE (SHEET c Dr 2) r i1R DES T ON ?R; SSL;RE: CAPACITIES FEB 15 2002- JDRAWN HY: MS,. APPROVED BY. _ jDATE: 2/ I /GLE 1 SCALE: N T S DWG.: I :VMF LG iX2XI/e 1�CCSJ�.- x2x3/e kG,. Y r ; / TUBE M.::1_?CN -:A!-- CTY?: f::S ML~__Ii jA xe X = S=LF its X 1/s SELF TADC��1r'Sa!$ TAPPi%GG $MS 2 X 4 X 3/5 '+LBE S:•. Ar' PET. -TEN ti SEAL..Nc J:NL�V F.AtiucS -' wtJ: w:`J I.A>FE '-We R :-I12 S:LF i L -&,? jTG SMS o TA?Pi-�E SMS 5-v/-T:'N A -A i) S cT c.N A !i1 J�., �X27/16X1/2 X27/16X3/e TI UB'= MULLION' TVBE 1SUL_cGN i IC-Q I.A.S JAMS (TYP.; JAMB (-YP.) t -i 48 X 1/2 SELF s6 X i/2 SELF TAPPING SMS AP SMS TEA,ANT BETWEEN SEALANT BETWEEN WINMW FLASGES vfNLdv C..A'C=S se X 1-1/2-SELF L K)LLLI)m L MULLI9+ T APPiDi: S`!S *e X 1-1/2. Sr!_ - TAPPING SMS SECTION A —A ; 3) T!QN A —A (4) • X 4 X 1/6 1 X 4 X 3/8 FF--]]/- TUBE MiiLlIO1 Fi� T ,_ j?] TYPICAL t!E c'.ICA` TO CR`ZC.. _ MULLION TO WjWCn SCALANT 3ETVEEZN -. W',NMW FLA.N:XS K8 X 1-1/2 SELF L 'ON WPM- SMS SECTION A (7) Y. 1R ALE # ><6 X 1/2 SELF s8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN v1NPOW FLANGES v1::5JW 7LA�*ES :E X 1-1/2 SEL L KLLMN _ L NU UON . .. TAPPNG SMS #8 X -112 SELF TAPPING SMS SECTION A -A (s) S_,'T;ON; A-p I i AUXit!AR1' ?L.aTE r^ I R A=?:ITIDNAL A.1C-0ZS. WHEN 'REQ LREr.. 1. Ai �? A 1 �-i t 7APPi,G 8r>a.F �pT ELE'J-'yN � Q • v;=k= FRrlm EVER,2R FLORIDA EXTRUDERS "Fo D, pmA M.E:SER 1000/1500 FLANGE SHEET 1 OF ..2 VERTICAL MULLION _TNTO HORIZONTA �J SEE OTHER SID= (S!-tEET 2 OF 2) FOR DESIGN -PRESSURE CAPACITIES F C B DRAWN BY: FI SH " APPROVED BY: DATE:2%G% 02 1 SCALE: N T S DWG.: i VMHMFL.G . INST_a713% AvC!;¢ j VIE' DIA. TAP" sCREV ANC:CR ,TYPJ I I( /-SI'_L CLi� .. .: --1 I/4' NIA. Q EMEcDMENT l - ?:4CAST S:Lv 3Y QTNERS SEALANT BETVEEN APPLIES TO HEAD & SILL WHERE I' X 4' VINDOV FLANGES AUXILIARY P • AI & 2' X 4' TUBE MULLIONS ARE USED L MULLION 2DD0 P.V./DESIGNER 2000 P.VJDESIGNER 47M ADDTTD]NAL AMCM3M. VNEN UEDUUMD) �� SILL (TYP.) SILL (TYP.) O 18 X 3/4 SELF IS X 3/4 SELF SHEATHING oo TAPPING SNS TAPPING SMS IX27/16X1/8 1X27/16X3/8 O _O TUBE MULLION TUBE MULLION INSTALLATION ANCHOR LIB VOOD SCREV (TYP.) SEALANT BETVEEN O - VDNDOV FLANGES i MULLMN EXTERNAL MULLION INSTALLATION CLIP TVO BY WOOD BUCK BY OTHERS \-M8 X 3/4 SELF `-I8 X 3/4 SELF 1000 S.M. TAPPING SMS 1000 S.H. TAPPING SMS HEAD (TYP.) HEAD (TYP.) 2000 P.V✓DESIGNER SECTION A -A (1) SECTION A -A (2) SILL (TYP.) 48 X 3/4 SELF TAPPING SMS 2 X 4 X3/8 TUBE MULLION CENT- FLORMA N p,R,,'- WFAC s SEALANT BETVEEN SEALANT BETVEEN VINDOV FLANGES SEALANT EN VINIFLANGE i MILLION I8 X 3/4 SELF TAPPING SMS VDNDOV FLANGES L MULLION L MULLION 2D00 P.V./DESIGNER SILL (TYP.)SILL 20DO P.V✓DESIGNER (T7PJ 1000 S.H. HEAD (TYP.) I8 X 3/4 SELF TAPPING SMS 1 X4X1/8 \ TUBE MULLION IS X 3/4 SELF TAPPING SMS ` SECTION A -A (5) 1 X4X3/8 TUBE MULLION I8 X V4. SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A -A (3) I8 X 3/4 SELF 1000 S.H. TAPPING SMS ._ .. HEAD (TYP.) SECTION A -A (4) DFSdD.�L, N i MULLION APPUES TO MEAD & SILL 1NNIRE i' X 2' DETAIL d 1' X 2 7/16' TUE6: MULLIONS ARE USED B W--. = SCREV )IZ. am L1 1/8' MIN I EMBEDMENT I I �N)FTATI S 1 i FLORIDA EXTRUDERS nal N`nONAL, arc SANFORD, FLORIDA TrrLF- SER. 2000 FIN SHEET I OF 2 7'911-HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF: 2) FOR DESIGN PRESSURE ­CAPACITIES . DRAWN BY: MSH APPROVED BY: ' DATE:2/6/02 SCALE: NTS DWG.: `2HMF INTR 30 2000 P.VJDESIGNER SILL (TYPJ k8 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION SnEA&L T SEALANT BETWEEN VINn<1V FLANGES WINDOW FLANGES L MU1D9( i MULLION \-18 X 3/4 SELF — 2000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (1) cFjdT L A RMA B.(). A S' �1�+ias� FUZ LOR! t> R 7 SEALANT BETWEEN WINDOW FLANGES i MULLION 2000 P.V./DESIGNER SILL (TYPJ M8 X 3/4 SELF TAPPING SMS 1X4X1/8 TUBE MULLION TYPICAL MUUJON TO CONCRETE O JAMB (APPUES TO JAMB WHERE 1- X 4- DETAIL B do 2" X 4' TUBE MUUJONS ARE USED) Q 20M P.VJDESIGNER SILL (TYPJ CONCRETE OR MASONRY_ 88 X 3/4 SELF BY OTHERS TAPPING SMS I X 2 7/16 X 3/8 INSTAATIONAtV�FgR� 3/16` TUBE MULLION ONE 8Y WOOD EXTERNAL* MULLION INSTALLATION CLIP BUCK BY OTHERS MULLION 20M P.V✓DESIGNER #8 X 3/4 SELF . SELL (TYPJ `-- 2000 S.H. TAPPING SMS HEAD (TYPJ 88 X 3/4 SELF — SECTION A —A (2) TAPPING SMS 2X4X3/8 TUBE MULLION Q SEALANT BETWEEN �1 .1/4' MIN. WINDOW FLANGE .. EMBEDMENT - - L MILLION - r-A f N8 X 3/4 SELF ` 1_ A TAPPING SMS 2000 S.M. -2000 P.VJDESIGNER HEAD (TYPJ SILL .(TYPJ - --- _. (19 X 3/4 SELF SECTION A—A(5) TAPPING SMS I X 4 X 3/8 ELEVATION? TUBE MULLION VIEWED FROM EXTERIOR SEALANT BETWEEN FLORIDA EXTRUDERS s �°noRmA TITLB: SER. 200.0-) FLANGE SHEET- TRIPLE HORIZONTAL MULLION_,SECTIONS 88 X 3/4 SELF 88 3/4 SELF �2600 TAPPING SMS z000 S.H. X TAPPING SMS SEE OTHER SIDE ( SHEET 2 OF .2) FOR HEAD CTYPJ HEAD (TYPJ DESIGN -PRESSURE' CAPACITIES SECTION A -A (3) SECTION A —A (4) DPU AWN BY. MSH r jimovw. By.; DATE 2/6/`02,— sckz.-NTS-� M.:� 2HMFL-GTR �9 2000 S}L 1 X 2 7/16 X 1/8 2000 S.M. I X 2 7/16 X 3/8 JAMB (TYP.) TUBE MULLION .IAMB MP.) TUBE MULLION #8 X 1/2 SELF $8 X 1/2 SELF TAPPING SMS TAPPING SMS DETAIL TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION 2X 4X3/8 TUBE MULSEALANT BETYMLION SEALANT BETWEEN ■8 X 1-1/2 SELF 2000 Sx WINDOW FL WINDOW FLANGES_ TAPPING'SMS JAMB (TYP.) a NULLMN se % 1-1/2 SELF a MULLD>H TAPPING SMS SECTION A —A (1) SECTION A -A (2) ~> 1X4X1/0 1X4X3/8 '4 TUBE MULLION ` TUBE MULLION 2000 SJi ` SEALANT BETWEEN' 2000 S.KWINDOW FLANGES JAMB (TYPJ ,IAMB (TYP.) l SECTION k8 X 1/2 SELF R8 X 1%2 SELF TAPPING SMS TAPPING SMS ➢ AIL SEALANT XTVEEN SEALANT BETWEENB8 X 1-1/2 SELF VD=V FLANGES WlNWW FLANGES TAPPING SMS a 1AJIA30r1 M8 X 1-1/2 SELF a MULLION 1X OR 2X MULL INSTALLATIDN SCREW ' INTERNAL CLIP JL 1X OR 2X MULL DETAIL 8 /8 X 1/2 SELF TAPPING SMS IKSTALLATMN ANCHOR 3/16' DiA TAPC01 SCREW ANCHOR CTYP� SILL CLIP i8 X 1-1/2 SELF 1 1/4' MIN TAPPING SMS Q v - EMBE DMENT A (5) PRECAST SAL BY OTHERS AUXILIARY. -PLATE ffOR ADDITIMiAL ANCHORS' WHEN REWIRED) FUU30N .TAPPING SMS SECTION A —A 0) SECTION A —A (4) H78_ SELF TAPPING . - SMS (TTP.)TA�—A Fl FVATION . VIEWED FROM EXTERIOR �.A• _ � INTERNATIONAL, INC �•� FLORIDA EXTRUDERS SAU0lM,--FLORMA N TITLE: SER.. 2000 FLANGE SHEET_ `1`.OF 2 S VERTICAL -MULLION INTO HORIZONTAL oRl �I SEE OTHER SIDE(SHEET,-2.-.OF 2) FOR.: DESIGN PRESSURE' CAPACITIES Dxn1'I+ ter: JBH iLFgwvM HY. DATE:2/2/02 _ SCALE: NTS_.. m.:_-_ 2YMHMFLG _. �8 SEALANT BETWEEN WINDOW FLANGES i K ILLION r[� �+�( ,(l !�] j� AUXILLAM PLATE car;11-i Y'L0. -ramA 3%•t:i,• (FOR ADDITIDAL APO>Ml.,MEM REOUIRED) DETAIL MANUFlkGrU-aR WE: F"' /nA pr up MAg # (E _ 2000 P.W./DESIGNER 2000 P.V./DESIGNER wLL[ON . SILL (TYP.) SILL '(TYPE 68 X 3/4 SELF B8 X 3/4 SELF TAPPING SMS TAPPING SMS TWO BY WOOD BUCK B_Y OTHER I X 2 7/16 X 1/8 j <11 1 X 2. 7/16 X 3/8 TUBE MULLILIN `TUBE MULLION SEALANT SETVEEM ` WINDOW FLANGES Ell L MULLION 48 X 3/4 SELF I000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION L MULLION 2000 P.V./DESIGNER SILL (TYP.) N8 X 3/4 SELF TAPPING SMS IX4X1/8• TUBE MULLION `—#8 X 3/4 SELF 3000 S.M.TAPPING SMS HEAD (TYP.> ION A —A (3) APPLIES TO HEAD & SILL WHERE 1' X 4' & 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 18 WOOD SCREW (TYP.) �— EXTERNAL MULLION INSTALLATION CLIP MUI.LIQN nrTAn ■ I 1 L� A 1 1/8' MIN EMBEDMEN ELEVATION .. VIEWEDFROM EXTERIOR DETNL B APPLIES To HEAD. k SILL WHERE T' x Y t.I'.X 2 7/16'-TUBE YVUJONS ARE USED swmoAT _ ' TALLAMIN ANCHOR t8 WOOD SCREW TYP.) r2000 P.W./DESIGNER `#8 X 3/4 SELF ~HwIz. CLIP SILL (TYP.)' TAPPING SMS r LF TaGSAPlSM—1000 S.M. SECTION A —A (5) 1 X 4 X 3/8 HEAD (TYP.) pKBCDMCT TUBE MULLION _ FLORIDA EXTRUDERS s n°noRmA • r L'( 'E:SER. 2000 FIN SHEET I OF 2 Tf TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR as x 3/4 SELF _ DESIGN PRESSURE CAPACITIESING SMS 1. _ _ HEAD (TYP.) DRAIPYN BY: MSH 777FTPPROVM.. BY: SECTION A —A (4) DATE:2/6/02 scALE: NTS DWG.:: 2HMF INTW ' 98 X 3/4 SELF 1000 S H. TAPPING SMS HEAD (TYP.) SECTION A —A (2) SEALANT BETWEEN .WINDOW FLANGE '� . L MILLION _ 2000 P.V./DESIGNER SILL (TYP.) k8 X 3/4 SELF TAPPING SMS /— 2X4X3/8 / TUBE MULLION 4? O 2000 P.V✓DESIGNER SD_L (TYPJ 08 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 — i TTUBE MULLION ISEALANT BETVEEN SEALANT B VIMIl�V F7_Af15 VINDOV FL L MLLL.D)N L M uLL MN V \-08 X 3/4 SELF 2000 SA TAPPING SMS HEAD CTYPJ SECTION A —A (1) TYPICAL MULLION TO CONCRETE O JAMB (APPLIES TO JAMB WHERE 1- X 4- DETAIL� Q do 2' X 4- TUBE MULLIONS ARE USED) i r2000 P.V✓DESIGNER SILL (TYP.) / 06 X 3/4 SELF TAPPING SMS I X 2 7/16 X 3/8 TUBE MULLION 08 X 3/4 SELF 2000 S.H. TAPPING SMS j HEAD (TYP.) SECTION A —A (2) SEALANT BETVEE VWDOV FLANGE L MU..L.1DN cz ap,C U Nam: FGvR/D,a v��es -Lo,ffm FELE# SEALANT BETVEEN VDdDOV FLANGES L IULLION 2000 P.V./DESIGNER 2000 P.V./DESIGNER SILL (TYPJ r SILL (TYPO 08 X 3/4 SELF / 08 X 3/4 SELF TAPPING SMS TAPPING SMS /—Ix4X1/8 I 1X-4X3/8 / TUBE MULLION TUBE MULLION f SEALANT TETVEEN _ VINDOV MMIGES - L ,M1A L IGN 08 X 3/4 SELF NB X 3/4 SELF TAPPING SMS TAPPING SMS 2000 S.H. WA (T HEAD CTYPa HEAD (TYPJ ._ SECTION A -A (3) SECTION A —A (4) CONCRETE OR MASONRY BY OTHERS ONE BY VOOD BUCK BY OTHERS Q . —20M P.V✓DESIGNER SILL (TYPJ 8 X 3/4 SELF N0APPING SMS 2X4X3/8 / TUBE MULLION Q 1 INSTALLATMN ANOM 3/16' DIA TAPCON SCREV ANCHOR (TYPJ EXTERNAL MULUON INSTALLATION CUP _MULLION 1 1/4' MIN EMBEDMENT DETAIL A 08 X 3/4 SELF A TAPPING SMS S.H HEAD _. HEAD (TYPJ SECTION A —A (5) ELEVATION"_ VIEWED FROM EXTERIOR r, INC. FLORIDA EXTRUDERSnSANFoRD, FLORiDA TME: SER.. 2000, FLANGE 'SHEET ;1 OF.. 2 TWIN HORIZONTAL' MULL IdW:SECTIONS SEE OTHER SIDE (SHEET2 OF-2)-FOR DESIGN_ PRESSURE CAPACITIES 1 f B M DRIIAN By. MSH __ APPROVED-py=7:R DAm-244102 SCAU: NTS nxc:: ' 2HMFLGTW a AUXILIARY PLATE (FOR ADDITMNAL ANCH= WNEN RED.UIRED) Q. CENnIAL FLORIDA E.O.A.F. MANU ACTURER NAME: o _o p/-oR/,Df A*77?vobe5 — — SEALANT BETWEEN HAMR FMi # 7 NU LION WINDOW FLANGES - 0 L MULLION 2000 P.VJDESIGNER 2000 P.V./DESIGNER SILL (TYP.) SILL (TYPJ 68 X 3/4 SELF 08 X 3/4 SELF TAPPING SNS TAPPING SMS. i X 2 7/16 X 1/8 1 X 2 7/16-X 3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION "-08 X 3/4 SELF 1000 S.M TAPPING SMS HEAD (TYP.) SECTION A -A (1) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW RANGES L MILLION E ►BILLION 2000 P.V./DESIGNER SILL (TYP.) \ 68 X 3/4 SELF / TAPPING SMS % Ix4xva TTUBE MULLION \-fib X 3/4 SELF 1000 S.H. TAPPING _SMS HEAD (TYP-) �---68 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYP.) SECTION A -A (2) SEALANT BETWEEN WINDOW FLANGE L KLLMN TWO BY WOOD BUCK BY OTHEf APPLIES TO HEAD do SILL WHERE 1' X 4- & 2' X 4' TUBE MULLIONS ARE USED THING i - INSTALLATION ANCHOR u8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION DETAn �r. A 2000 P.V./DESIGNER SILL (TYP.) 1 L_ / A N8 X 3/4 / TAPPING SMS j /-2X4X3/B -1I It- / TUBE MILLION 1 1 1/8' MIN. EMBEDMENT giVATtpg . I VIEWED FROM ; EXTERIOR DETAIL B APPLIES TO HEAD A SILL WHM 1' X 2" k I' X 2 7/16' TUBE YULUONS ARE USED ycwr�oc TIOr ANCtOR SECTION A -A (5) .e woD scREv trip 1oR¢ CLIP 2000 P.WJDESIGNER SILL (TYP.) X 3/4 SELF TAPPING SMS _. 08 X 3/4 SELF TAPPING SMS — 1000 S.H. 1 X 4 X 3/8 HEAD (TYP.) TUBE MULLION 1 1/8' Nix EMBEDrENT 7S.K X 3/4 SELF PPING SMS -- 10 HEAD (TYP.) SECTION A -A (4) FLORIDA EXTRUDERS �R ° �I�A TTTLE:SER. 2000 FIN SHEET 1 .OF 2 - HORIZONTAL"MULLION SECTIONS V SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES, ,.- B 20. v.- DRAWN BY: MSH APPROVED.BY .. DATE:2/6/02 SCAM-NTS - Dxc:: -2HMFIN: as TYPICAL MUUJON TO CONCRETE O JAMB (APPLIES TO JAMB WHERE 1* X 4' DETAIL B do 2' X 4' TUBE MULLIONS ARE USED) Q FLANGES SEALANT BETWEEN VINwv 5/INDOV FLANGES IRLL MN - L MULLION 2000 P.V./DESIGNER r2000 P.V./DESIGNERSILL CTYPJ / SILL CTYPJ iB X 3/4 SELF / i8 % 3/4 SELF TAPPING SMS TAPPING SMS IX27/16X3/ 1 X 2 7/16 X 1/8 TUBE MULLDON TUBE MULLION i8 X 3/4 SELF i8 X 3/4 SELF 2000 S.H. TAPPING SMS 2000 S,. TAPPING SMS HEAD CTYPJ HEAD CTYPJ SECTION A -A (1) SECTION A -A (2) SEALANT BETWEEN _ VDmOV FLANGE L MULLION crKTwkL �• rA�T _ oR/ A SEALANT BETWEEN � .BETVEEN VD'CDOV FLANGESFLANGES 1 MULLION L MULLION 2000 P.V✓DESIGNER 2000 P.W./DESIGNER SILL CTYPJ SILL CTYPJ i8 X 3/4 SELF i8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 TTUDE MULLION /FTUBE MULLION CU8 X 3/4 SELF i8 X 3/4 SELF TAPPING SMS TAPPING SMS 2000 S.M: - . 2000 S.H. HEAD CTYPJ HEAD CTYPJ SECTION A -A (3) SECTION A -A (4) CONCRETE OR MASONRY BY OTHERS 8 INSTALLATION ANCHOR 3/16' DIA TAPC13N SCREV ANCHOR CTYPJ ONE BY VOOD MAIMN D�TAL�LATION CLIP BUCK BY OTHERS Q 2000 P.V /DESIGNER SILL <TYP� 08 X 3/4 SELF TAPPING SMS 2X4X3/8 Q TUBE MULLION 1+ 11/4' MIN. EMBEDMENT DEia➢. Si—'� A riltliS X 3/4 SELF \ A - TAPPING SMS 2000 SK HEAD CTYPJ SECTION A -A (5) - -ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS mwauTlo"4 arc .SANFOIM. FWPMA t Tnu: SER. 2000 - FLANGE SHEET :1 OF: 2 vc HORIZONTAL MULLION SECTIONS = ,.1 - — . SEE OTHER SIDE (SHEET -'2 OF 2) FOR DESIGN PRESSURE -CAPACITIES; - 82002 DRAIIN BY: MSH .: APPROVED` DATE:2/4/02--scAtE: NTS -'-' - Dwc : '��MFLG .;.:.-.,...-- .7y 2000 S.M. 2000 S.H. JAMB (TYP.) 1 X 2 7/16 X 1/8 ,IAMB (TYPJ TUBE MULLION 18 X 1/2 SELF TAPPING SMS SEALANT BETWEEN VINDOV FRAME t MJLLDIN B8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) TWO BY WOOD DETAIL C BUCX BY OTHERS 1 1/8' MIN. . EMBEDMENT IX27/16X3/8 TUBE MULLION 2 X 4 X 3/8 SHEATHING TUBE MULLION 7_TAPPING.SMS 08 X 1/2 SELF INSTALLATION ANCHOR r8 WOOD SCREW (TYP.) SEALANT BETWEEN vD(Dov FRAME t MULLION No X 1-1/2 SELF TAPPING SMS SECTION A —A (21 CENTRAL FLORIDA B.O.A.F. MANUFACTURER NAME: IT'L' R. F.L # �--- 1 X 4 X 1/8 1 X 4"X 3/8 TUBE MULLION _TUBE MULLION EXTERNAL MULLION INSTALLATION CLIP 2000 SR MULLION JAMB (TYP.) APPLIES TO HEAD & SILL WHERE I' X 4' & 2' X 4' TUBE MULLIONS ARE USED *sEALANT 1/2 SELF APPLIES TO HEAD & SILL WHERE 1' X 2' NG SMS & 1- X 2 7/16- TUBE MULLIONS ARE USED INSTALLATION ArCHM AI I8 Vr1D SCREW (TYP.) SILL CLIP 48 X 1-1/2 SELF WINDOW FLANGES 1 1/8, MIN. TAPPING SMS i MULLION EMBEDMENT SECTION A —A (5) SMEATHM DETAIL C "\ VW9 MRAHM 2000 S-K 2000 S.M. JAMB (TYP.) ,JAMB (TYP.) 08 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN VINDOV FRAME -WINDOW FRAME. . B MILLION - .. , B MLL.ION 0 8 X-1-1/2 SELF... ___ __BB.X 1-112 SELF TAPPING. SMS TAPPING SMS SECTION A —A (3) SECTION A —A (�) _- AUXILIARY` PLATE- -- -- (FOR ADDITIONAL -,ANCHORS, WHEN REOULRED) SMS (TYP.) IIEIAlLH HILL - VIEWEDEL TMIOEXTERIOR _ -Lt FLORIDA` EXTRUDERS INTERNATIONAL, INC SANFORD, FLPRIDA T>TLt;: SER." 2000" F I N SHEET 1 'OF 2 VERTICAL .MULLION:,SECTIONS' SEE DESIGNHPRESSURE:-CAPACITIES (SHEET 2 OF 2) FOR DRAIN BY:MSH „r, APPROVID'BY. DAT:2/6/02 SCALE: NTS DWG::. 2VMF IN 2000 S.H. 0 (TYP.) ONE BY VOOD DETAIL I'X 2 7/16 X 1/8 - 2000 S.H. I X 2 7/16 X 3/9 BUCK BY OTHERS TUBE MULLION 'JAMB (TYP.) TUBE MULLION CONCRETE OR MASONRY' BY OTHERS 1 1/4' MIN, 41*' EMBEDMENT 4 1 #8 X 1/2 SELF iEE #8 X V2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16' DIA. TAPC13N SCREW ANCHOR CTYP.) EXTERNAL MULLION NL SEALANT BETVCEN MXIV FLANGES MULLION #8 X 11/2 SELF TAPPING SMS SECTION A —A (1) I X 4 X 1/8 TUBE MULLION 20 0 o S"em SA ill (TYP.) JAMB (TyP.) , r *X 1/2 SELF uJaI TAPPING SMS F4 =..o INSTALLATION CLIP 4 X 3/8 .:SEALANTI BETWEEN TUBE MULLION WINDOW FLANGES TYPICAL -MULLION TO CONCRETE 0 HEAD 9 MULLION 2000 SR MULLION (APPLIES TO HEAD SILL WHERE I' X 4' 1-1/2 SELF JAMB (TYPE do 2*_X 4' TUBE MULLIONS ARE USED) TAPPING SMS SECTION A —A (2) CFOR,-ADDITIONIAL _,ANq:p?S,._WHEN REQUIRED) (D E) -1/2 SELF N X 1-1/2 SELF SMS (TYP.) DETAIL_2 MULLION TAPPING SMS TAPPING SMS ELEVATION SECTION A —A 3) 'SECTION A —A (4) VIEWED FROM EXTERIOR IN FLORIDA: EXTRUDERS R'sTwvOAnn,OnAL]imi- MAnWAGrURER-NAM: miz: SER. 2000: FLOW- SHEET- -F OF-72--e VA VERTICAL MULL I ON SECT I 014S'_ F", SEE OTHER,; S-I DE- -.(SHEET., z 2,41F �--,FOR 18 .3 m DESIGN PRUSURE'.tAPAC-I TIES­ mun BY. JBH x APPROVED- BYv-'_2!.P­7 21 ram s 2YMF LG� *9 x 1/2 sELF TAPPING SMS INSTALLATION ANCHOR 3/16' DIA. TAPCON I X 4 X 3/9. SCREW ANCHOR (TYPE TUBE MULLION INSTALLATION T�D� 3/16 SCREW SILL ILL CLIP #8 X 1-1 SELF SEALANT -BETWEEN ----------- VINDOV-FLANGES L MULLION 1 1/4' MIX SECTION A-.4- (5) EMBEDMENT DETAIL AIL C PRECiST -SILLIBY-OTHERS -I AUXILIARY I PI;Alr) . 3 #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN' SEALANT BETWEEN VINMV FLANGES V=OW FLANGES L MULLION L MULLION #8 SELF 7 F EM 60 A-2001 ' FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2361 Builder: DR HORTON Address: >15A }AAGN.-OLO- f'AAk, TPA`(__ Permitting Office: City, State: At•5 IV(- Permit Number: Owner: "-0,9 -,p0 Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 2368 ftz c. N/A _ 7. Glass area & type _ _ a. Clear - single pane 344.0 W _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr , c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ftz b. N/A _ 8. Floor types _ _ a. Slab -On -Grade Edge Insulation R=0.0, 249.0(p) ft e c. N/A _ b. N/A c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1672.2 ft2 _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 274.0 ftz _ b. N/A _ c. N/A e _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 2388.5 ft' _ 15. HVAC credits PT, _ b. N/A e (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup, R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as -built points: 30413 PASS Total base points: 34054 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: �a N\2 DATE: 03.02 hereby certify that this building, as designed, is in compliance with the Flor' nergy Code. OWNER/A N DATE: Review of the plans and TK$ sr specifications covered by this indicates calculation 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 FGLASSPESditioned X BSPM = Points Overhang oor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2368.0 25.78 10988.5 Single, Clear SW 1.0 5.5 16.0 52.82 0.96 807.7 Single, Clear SE 1.0 5.5 16.0 56.64 0.96 866.7 Single, Clear SE 1.0 4.5 13.0 56.64 0.92 676.2 Single, Clear SE 1.0 5.5 16.0 56.64 0.96 866.7 Single, Clear W 11.0 5.5 16.0 53.47 0.43 364.2 Single, Clear NW 10.0 5.5 12.0 37.74 0.57 256.5 Single, Clear SW 13.0 8.5 64.0 52.82 0.45 1518.0 Single, Clear NE 1.0 6.5 39.0 43.65 0.98 1669.2 Single, Clear S 11.0 9.5 7.0 44.66 0.54 169.9 Single, Clear E 1.0 6.5 19.0 %31 0.98 1102.6 Single, Clear S 11.0 2.5 4.0 44.66 0.48 84.9 Single, Clear N 1.0 6.5 19.0 27.96 0.98 521.4 Single, Clear NW 1.0 4.5 19.0 37.74 0.94 675.4 Single, Clear NW 1.0 2.5 12.0 37.74 0.84 378.3 Single, Clear SW 1.0 5.5 32.0 52.82 0.96 1615.5 Single, Clear SE 15.0 8.5 40.0 56.64 0.44 986.4 As -Built Total: 344.0 12559.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 274.0 0.70 191.8 Concrete, Int Insul, Exterior 4.2 1672.2 1.16 1939.8 Exterior 1672.2 1.90 3177.2 Frame, Wood, Adjacent 11.0 274.0 0.70 191.8 Base Total: 1946.2 3369.0 As -Built Total: 1946.2 2131.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 33.0 4.80 158.4 Exterior Wood 33.0 7.20 237.6 Base Total: 51.0 187.2 As -Built Total: 51.0 280.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2368.0 2.13 5043.8 Under Attic 19.0 2388.5 2.82 X 1.00 6735.6 Base Total: 2368.0 5043.8 As -Built Total: 2388.5 6735.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 249.0(p) -31.8 -7918.2 Slab -On -Grade Edge Insulation 0.0 249.0(p -31.90 -7943.1 Raised 0.0 0.00 0.0 Base Total: -7918.2 1 As -Built Total: 249.0 .7943.1 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS - Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2368.0 14.31 33886.1 2368.0 14.31 33886.1 Summer Base Points: 45556.4 Summer As -Built Points: 47650.5 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Cooling Points 45556.4 0.4266 19434.3 476%5 47650.5 1.000 1.00 (1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 14472.2 14472.2 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS - Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2368.0 5.86 2497.8 Single, Clear SW 1.0 5.5 16.0 9.22 1.01 149.4 Single, Clear SE 1.0 5.5 16.0 8.34 1.02 136.7 Single, Clear SE 1.0 4.5 13.0 8.34 1.04 112.7 Single, Clear SE 1.0 5.5 16.0 8,34 1.02 136.7 Single, Clear W 11.0 5.5 16.0 10.74 1.11 190.8 Single, Clear NW 10.0 5.5 12.0 12.23 0.99 145.2 Single, Clear SW 13.0 8.5 64.0 9.22 1.45 856.8 Single, Clear NE 1.0 6.5 39.0 12.00 1.00 468.1 Single, Clear S 11.0 9.5 7.0 7.73 1.97 106.5 Single, Clear E 1.0 6.5 19.0 9.96 1.01 190.7 Single, Clear S 11.0 2.5 4.0 7.73 2.29 70.8 Single, Clear N 1.0 6.5 19.0 12.32 1.00 233.6 Single, Clear NW 1.0 4.5 19.0 12.23 1.00 231.8 Single, Clear NW 1.0 2.5 12.0 12.23 1.00 146.2 Single, Clear SW 1.0 5.5 32.0 9.22 1.01 298.7 Single, Clear SE 15.0 8.5 40.0 8.34 1.79 596.3 As -Built Total: 3".0 4071.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 274.0 1.80 493.2 Concrete, Int Insul, Exterior 4.2 1672.2 3.26 5451.4 Exterior 1672.2 2.00 3344.4 Frame, Wood, Adjacent 11.0 274.0 1.80 493.2 Base Total: 1946.2 3837.6 As -Built Total: 1946.2 5944.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 33.0 5.10 168.3 Exterior Wood 33.0 7.60 250.8 Base Total: 51.0 240.3 As -Built Total: 51.0 357.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2368.0 0.64 1515.5 Under Attic 19.0 2388.5 0,87 X 1.00 2078.0 Base Total: 2368.0 1515.5 As -Built Total: 2388.5 2078.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 249.0(p) -1.9 473.1 Slab -On -Grade Edge Insulation 0.0 249.0(p 2.50 622.5 Raised 0.0 0.00 0.0 Base Total: -473.1 1 As -Built Total: 249.0 622.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS - Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2368.0 -0.28 -663.0 2368.0 -0.28 -663.0 Winter Base Points: 6955.0 Winter As -Built Points: 12410.0 Total Winter X Points System Multiplier = Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Heating Points 6955.0 0.6274 4363.6 12410.0 12410.0 1.000 1.00 (1.078 x 1.160 x 0.92) 0.402 1.150 0.402 0.950 0.950 5446.0 5446.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Jr WATER HEATING & CODE COMPLIANCE STATUS - Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 19434 4364 10256 34054 r 14472 5446 10495 30413 PASS EnergyGaugeTM' DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist - Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm1sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 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 dearly 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 efficient 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. EnergyGauge"' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.6 The higher the score, the more efficient the home. I . New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (ftz) 2368 ftz c. N/A _ 7. Glass area & type _ _ a. Clear - single pane 344.0 ftz _ 13. Heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ftz _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ftz b. N/A _ 8. Floor types _ _ a. Slab -On -Grade Edge Insulation R=0.0, 249.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.2, 1672.2 ft- _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 274.0 ft' _ b. N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 2388.5 ftz _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) 04IHB sr4� in this home before final inspection. Otherwise, a new EPL Display Card will be completed Ay based on installed C"compliant features. h ���'�' ,,,, t=�r,�;'�•�� dBuilder Signature: Date: J y Address of New Home: C- (, l City/FL Zip: ' J�771 *NOTE: The home's estimated ener performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar"wdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: DR HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 46942 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 46942 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2368 2368 22259 22259 0.70 0.40 260 149 Heating Equipment Summary Make TRANE Trade Efficiency 8.0 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 1600 cfm Heating air flow factor 0.034 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 33284 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total Sens. equip. load 34074 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 4385 Btuh Total latent equip. load 7977 Btuh Total equipment load 42050 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.0 EER Sensible cooling 32900 Btuh Latent cooling 14100 Btuh Total cooling 47000 Btuh Actual cooling fan 1600 cfm Cooling air flow factor 0.048 cfm/Btuh Load sensible heat ratio 81 % Bold4talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. - winghtsoft RigMSuite Residerdial— 5.0.64 RSR26016 2002-Feb-28 13:55:43 E:\FileslDR HORTON 2002\2361\2361.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22259 W x 0.0167 = 260 cfm 2. Winter infiltration load 1.1 x 260 cfm x 32 OF Winter TD = 9159 Btuh 3. Winter infiltration HTM 9159 Btuh / 423 ft2 Total window = 21.7 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22259 fN x 0.0167 = 149 cfm 2. Summer infiltration load 1.1 x 149 cfm x 18 OF Summer TD = 2944 Btuh 3. Summer infiltration HTM 2944 Btuh / 423 ft2 Total window = 7.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 149 cfm = 4385 Btuh Procedure V - Equipment sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 33284 Btuh Sum of ventilation and structure loads = 34769 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 34074 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4385 Btuh Equipment sizing load - latent = 7977 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 6old4tallc values have been manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft Right-SuRe Residential"' 5.0.64 RSR26016 2002-Feb-28 13:55:43 i E:tFiles\DR HORTON 2002x2361\2361.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room Entire House BR2 BR3 BTH 2 2 Length of exposed wall 249.0 It 27.0 ft 12.0 ft 6.0 It 3 Room dimensions 12.0 x 15.0 ft 12.0 x 12.0 ft 6.0 x 12.0 ft 4 Ceiings Condit. Option 9.4 It heat/coot d 9.4 fti heat/cool 9.4 ft heall000l 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft') Htg I Cig (ft') Htg Clg (ft') Htg I Clg (ft') Htg Clg 5 Gross a 14B 4.6 2.1 2049 "" "" 254 "" "" 113 `•" "" 56 "•' "" Exposed b 12C 2.9 1.9 0 «« •••, 0 "'• ,•« 0 •,•• •,•, 0 »» «•• walls and c 13C 3.2 1.2 292 ••« ••« 0 .». ».. 0 .«. .«. 0 ..« .... partitions d 0.0 0.0 0 "" 0 «•• "•, 0 •»• •»• 0 e 0.0 0.0 0 0 .... ..« 0 .... ..« 0 ».. ..» f 0.0 0.0 0 .... ,.,. 0 ,,.. .,,. 0 ,». .... 0 .... «,. 6 Windows and a IC 37.0 257 9499 "" 16 591 "" 16 591 13 480 glass doors b 8C 37.0 " 64 2365 "" 0 0 "" 0 0 "" 0 0 Heating c 9C 38.7 " 40 1549 "" 0 0 •"' 0 0 "" 0 0 d 1 C 37.0 " 11 407 "" 0 0 "" 0 0 "" 0 0 e 0.0 0 0 "" 0 0 .- 0 0 "" 0 0 "" f 0.0 " 0 0 "" 0 0 "•• 0 0 '•" 0 0 "" 7 Windows and North 22.5 75 "" 1691 0 "" 0 0 "" 0 0 "" 0 glass doors NE/NW 39.4 225 "" 8865 16 630 16 ... 630 13 .... 512 Cooling E/W 54.4 18 "" 977 0' 0 0 0 0 0 SE/SW 50.4 51 "" 2545 0 ... 0 0 "" 0 0 "" 0 South 30.4 3 "" 106 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 00 "" 0 0 "" 0 8 Other doors a 10D 14.7 9.9 51 751 507 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1644 7576 3386 238 1096 490 97 446 199 43 200 89 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 274 863 321 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2389 4051 5317 180 305 401 144 244 321 72 122 160 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 249 6454 0 27 700 0 12 311 0 6 156 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 21.7 7.0 423 9159 29441 16 346 111 161 346 111 13 281 90 13 Subtotal loss=6+8..+11+12 "" 42674 «" " ' 3039 "" "" 1939 '•" ""' 1240 "" Less external heating ••» 0 ••« •»• 0 «•• •»• 0 - »•• 0 •«• Less transfer "" 0 ••» ••,• 0 •»• ••» 0 "" «•• 0 •'•, 14 Duct loss 10 °/ 4267 "" 10 °/ 304 "" 109/ 194 "" 10 "/ 124 15 Total loss = 13+14 .... 46942 "" - 3343 "" "" 2133 "" "" 1364 "" 16 Int. gains: People aQ 300 6 - 1800 0 "" 0 0 •"' 0 0 " Appl. Q 1200 2 ••» 1800 0 «» 0 0 •«• 0 0 `• 17 Subtot RSH gain=7+8..+12+16 •"' "" 30258 "" "•' 1632 "" "" 1262 "" " Less external cooling •«• •••• 0 »•• ,••• 0 "" «,• 0 »•• - Less transfer ••,• «•, 0 •••• «•• 0 - «» 0 •»• •• 18 Duct gain 10`✓ "" 3026 10°/ "" 163 100/ "" 126 10° " 19 Total RSH gain=(17+18)'PLF 1.00 "" 33284 1.00 "" 1795 1.00 "" 1388 1.00 " 20 Air required (cfm) - 1600 16M "•• 114 86 •"• 73 67 "" 461 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. �+►r. wr49 htsOft Right -Suite Residential- 5.0.64 RSR26016 2002-Feb•28 13:55:43 IM E:1F8es1DR HORTON 2002\236112361.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room BR4 UTIL KIT NOOK 2 Length of exposed wall 33.0 ft 4.0 ft 0.0 ft 11.0 ft 3 Room dimensions 13.0 x 12.0 ft 8.0 x 8.0 ft 11.0 x 17.0 ft 15.0 x 8.5 ft 4 Ceiings Condit. Option 9.4 111 heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat1cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft) F tg Clg (ft') Htg I Gig (fill Htg Gig (W) Htg I Cig 5 Gross a 14B 4.6 2.1 112 •"' "" 0 "" "" 0 - - 103 Exposed b 12C 2.9 1.9 0 „" «" 0 "" "" 0 "" '«• 0 �"' •,« walls and c 13C 3.2 1.2 198 »« «•• 38 ,•« «« 0 '"' '«• 0 «,• »« partitions d 0.0 0.0 0 «•• •"' 0 "•' "" 0 "•' «" 0 ••'• "•• e 0.0 0.0 0 ..., ..,. 0 .... ..,. 0 .,., «.. 0 .... .... f 0.0 0.0 0 .... .,.. 0 .... ,,.. 0 .... .... 0 .... ».. 6 Windows and a 1C 37.0 *' 16 591 0 0 "" 0 0 28 1035 glass doors b 8C 37.0 "' 0 0 "" 0 0 "" 0 0'»' 0 0 Heating c 9C 38.7 0 0 "" 0 0 "" 0 0 0 0� d 1C 37.0 " 0 0 "" 0 0 0 0 .. i 0 0 e 0.0 0 0 "" 0 0 "" 0 0 "" 0 0 "" f 0.0 0 0 "" 0 0 "" 0 0•"' 0 0 "" 7 Windows and North 22.5 0 "" 0 0 •"' 0 0 "" 0 28 "" 571 glass doors NE/NW 39.4 16 "" 630 0 "" 0 0 "" 0 0 "" 0 Cooling E/W 54.4 0 •••• 0 0 •••• 0 0 ••,• 0 0 •••• 0 SE/SW 50.4 0 "" 0 0 "" 0 0 "" 0 0 "" 0 South 30.4 0 "" 0 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 ... 0 0 "" 0 0 "" 0 8 Other doors a 10D 14.7 9.9 0 0 0 18 265 179 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 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 96 442 198 0 0 0 0 0 0 75 347 155 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 198 624 232 20 63 23 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 64 109 142 187 317 416 128 216 284 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 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 33 855 0 4 104 0 0 0 0 11 285 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 21.71 7.0 16 346 111 18 390 125 of 0 01 28 606 195 13 Subtotal loss=6+8..+11+12 "" 3124 "" •"' 930 - "" 317 "" "" 2490 "" Less external heating ,•« 0 "" - 0 •••• •»• 0 - »« 0 "" Less transfer »« 0 "" "" 0 •••• "'• 0 "" "" 0 »,. 14 Duct loss 10 °/ 312 "'• 10 °/ 93 "" 10% 32 ""' too 249 - 15 Total loss = 13+14 - 3436 "" "" 1023 "" - 349 "« "" 2739 "" 16 Int. gains: People @ 300 0 "" 0 0 0 0 0 0 0 Appl. Qq 1200 0 «» 0 1 ••» 600 1 •••• 1200 0 «» 0 17 Subtot RSH gain=7+8..+12+16 "" "" 1518 "" "" 1070 »" '«' 1616 "« "" 1205 Less external cooling •»• «•• 0 »» "'• 0 "'• »» 0 ,•« "'• 0 Less transfer «« "'• 0 "" ,••• 0 •"' '••• 0 "" •••• 0 18 Duct gain 10 *A 152 10°/ "' 107 10° "" 162 109 "" 121 19 Total RSH gain=(17+18)'PLF 1.00 "" 1670 1.00 "" 1177 1.00 "" 1778 1.00 "" 1326 20 Air required (cfm) - 117 80 "" 35 57 "" 12 85 -931 64 --- Printout certified by ACCA to meet all requirements of Manual J 7th Ed. c wr�ghtsofC Right-Sulte ResiderdialTM 5.0.64 RSR26016 2002-Feb-28 13:55:43 ,4M E:\Files\DR HORTON 2002\2361 \2361. rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 flame of room BTH 3 FAMILY DINING LIVING 2 Length of exposed wall 17.0 ft 10.0 ft 14.0 ft 41.0 ft 3 Room dimensions 10.0 x 6.5 ft 14.0 x 20.5 ft 11.0 x 14.0 ft 14.5 x 23.5 It 4 Ceiings Condit. Option 9.4 It heat/cool 9.4 ft heat/cool 9.4 It heaticool 9.4 ft heaticooi TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft') Htg Clg (ft') Htg Clg (ft') Htg I Clg (ft� Htg Clg 5 Gross a 14B 4.6 2.1 160 "" "" 94 "" "" 76 •"' "" 385 '•" "" Exposed b 12C 2.9 1.9 0 "•• "" 0 •,'• '•'• 0 ,••• ••" 0 •••' •••• walls and c 13C 3.2 1.2 0 "" "" 0 "" "" 56 '"' "' 0 partitions d 0.0 0.0 0 "" ••,• 0 •••, "'• 0 „'• •••, 0 •,'• •»• e 0.0 0.0 0 .... ..., 0 «,. ,.« 0 ..., .,.. 0 .... .... I 0.0 0.0 0 .... .... 0 .... ».. 0 .... .... 0 ».. .... 6 Windows and a IC 37.0 " 0 0 ."• 0 0 28 1035 "" 77 2846 glass doors b 8C 37.0 0 0 "'• 64 2365 "" 0 0 "" 0 0 H Heating c 9C 38.7 " 0 0 "" 0 0 •"' 0 0 "" 0 0 d 1C 37.0 "• 0 0 "" 0 0 "" 0 0 ••" 11 407 e 0.0 0 0 "•' 0 0 "" 0 0 "" 0 0 f 0.0 0 0 "" 0 0 '•'• 0 0 '•" 0 0 7 Windows and North 22.5 0 "" 0 0 "" 0 0 0 35 "" 811 glass doors NE/NW 39.4 0 "" 0 64 'y+� 2522 28 •��� 1103 0 '��� 0 Cooling E/W 54.4 0 "" 0 0 0 0 0 18 977 SE/SW 50.4 0 "" 0 0 "" 0 0 "'" 0 32 "" 1500 South 30.4 0 "•' 0 0 '•'" 0 0 ""' 0 3 "" 106 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0 .- 0 8 Other doors a 10D 14.7 9.9 13 191 129 0 0 0 0 0 0 20 294 199 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 1413 4.6 2.1 147 676 302 30 138 62 48 221 99 277 1278 571 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 56 176 66 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 65 110 145 287 487 639 154 261 343 341 578 759 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 17 441 0 10 259 0 14 363 0 41 1063 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Rom) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 21.7 7.0 13 281 90 64 1386 445 28 606 195 108 2339 752 13 Subtotal l)ss=6+8..+11+12 "" 17M ••« .«. 46W .«. ,«. 2663 .... .... 8fm ».. Less external heating «« 0 .... »« 0 «.. ..« 0 ,.« .«. 0 «« Less transfer •••• 0 ""' «•• 0 •••• •'•' 0 «.. «.. 0 «.. 14 Duct loss 10 °/ 170 '"' 10 ° 464 "" 10°/ 266 "" 10 Y 880 15 Total loss = 13+14 "" 1870 •"' '"• 5099 ••» "" 2929 •••• «•• 9685 •••• 16 Int. gains: People @ 300 0 "" 0 4 •'•• 1200 1 •'" 300 0 "'" 0 Appl. ® 1200 0 "" 0 0 "" 0 0 "" 0 0 "" 0 17 Subtot RSH gain=7+8..+12+16 " ' "" 667 "'" «" 4868 "" ""' 2105 "" "" 5675 Less external cooling •••• •••' 0 •'•• »•, 0 •••• •••• 0 «•• ••« 0 Less transfer ••» «.. 0 .». ..« 0 «« .«. 0 ..« .«. 0 18 Dud gain 109' "" 67 100% •"' 487 100% "'• 211 101/ "" 567 19 Total RSH gain=(17+18)'PLF 1.00 '•" 733 1.00 "" 5354 1.00 "" 2316 1.00 ""' 6242 20 Air required (cfm) "" 64 35 "" 174 257 "" 100 111 "" 330 300 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C Right -Suite ResiderdialTM 5.0.64 RSR26016 2002-Feb-28 13:56:43 .4M5A E:tFilestDR HORTON 2002\2361\2361.mr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room MBTH WIC MBR SITTING j4MANUAL 2 Length of exposed wall 13.0 ft 9.0 ft 20.0 ft 32.0 ft 3 Room dimensions 13.0 x 13.0 ft 9.0 x 13.0 ft 16.0 x 13.0 ft 13.0 x 9.0 ft Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft Iheat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (W) Htg Cig (ft2) Htg Clg (ft) Htg Clg (W) Hig Cig 5 Gross a 14B 4.6 2.1 122 "» »» 85 »'• "'" 188 301 ."' »•' Exposed b 12C 2.9 1.9 0 "« '••' 0 '••• '•'• 0 •'•' •»" 0 •••• •••• walls and c 13C 3.2 1.2 0 »'" "»' 0 "'» '•" 0 '"" "" 0 partitions d 0.0 0.0 0 '«, '», 0 •••, •"•, 0 «« •«• 0 e 0.0 0.0 0 .... "... 0 ."« ..." 0 «« «.. 0 6 Windows and a 1C 37.0 '" 19 702 '•" 0 0 "" 12 444 "" 32 1183 ••" glass doors b 8C 37.0 0 0 "" 0 0 »" 0 0 "'• 0 0 ��. � Heating c 9C 38.7 0 0 0 0 '»' 0 0 "" 40 1549 d 1C 37.0 0 0 0 0'»' 0 0 »•' 0 0» .. e 0.0 "' 0 0'"'" 0 0»"` 0 0'»" 0 0 »" f 0.0 0 0 »" 0 0 "" 0 0'"" 0 0'»' 7 Windows and North 22.5 5 ""» 109 0 "» 0 7 '»' 199 0 "" 0 glass doors NE/NW 39.4 0 "'. 0 0 '�« 0 0 '��i 0 72 `�„ 2837 Cooling ENV 54.4 0 "' 0 0• 0 0 0 0 0 SE/SW 50.4 14 »» 646 0 "'" 0 5 »" 399 0 »" 0 South 30.4 0 "" 0 0'»' 0 0 "" 0 0 "" 0 Horz 0.0 0 »" 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 1 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 103 476 213 85 390 174 176 811 362 229 1054 471 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 169 287 376 117 198 260 208 353 463 117 198 260 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 9 233 0 20 518 0 32 829 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 21.7 7.0 19 411 132 0 0 0 121 260 84 72 1559 501 13 Subtotal loss=6+8..+11+12 •«' 2213 •'» «". 822 .... «« 2386 «.. •«• 6373 ••» Less external heating »» 0 »'• »" 0 "" '"» 0 '»' »" 0 "» Less transfer •,•• 0 «« «.. 0 •"•, •••• 0 «•• ••,• 0 «•• 14 Duct loss 10° 221 »" 10°/ 82 '"'" 10 239 637 '•'• 15 Total loss = 13+14 "'» 2434 »" "" 904 "" "" 2624 »•' »" 7010 •»• 16 Int. gains: People @ 300 0 •"» 0 0 - 0 1 "» 300 0 '"» 0 Appl. @ 1200 0 «« 0 0'»' 0 0'»' 0 0'»' 0 17 Subtot RSH gain=7+8.,+12+16 "" '»' 1477 •'» "»' 435 »» '»' 1807 •»' •»' 4070 Less external cooling «., «« 0 .«. ,.« 0 «« «.. 0 «.. .«. 0 Less transfer ...• «., 0 «.. .... 0 ..,. ..« 0 «« «.. 0 18 Dud gain 101A "" 148 10°/ 43 10°/ "'• 181 10°/ "" 407 19 Total RSH gain=(17+18)"PLF 1.00 "» 1624 1.00 '»' 478 1.00 1988 1.00 »» 4476 20 Air required (Cfm) '» ' 83 78 '»' 31 23 »" 89 96 "" 239 215 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. 1 wrsgF-�tsOft Right -Suite ResidentialTM 5.0.64 RSR26016 20024 eb-28 13:55:43 /A E:tFilestDR HORTON 2002t2361\2361.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2%5 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R BR2 a n ne a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 BR3 a n nw a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 BTH 2 a n nw a c n 0 d 1 1 90 1.0 1.0 0.5 4.0 39.4 13.0 0.0 BR4 a n nw a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 UTIL KIT _. NOOK a n e a c n 0 d 1 1 90 1.0 11.0 0.5 5.0 54.4 16.0 16.0 a n se a c n 0 d 1 1 90 1.0 10.0 0.5 5.0 47.4 12.0 12.0 BTH 3 FAMILY b n ne a c n 0 d 1 1 90 1.0 13.0 0.5 8.0 39.4 64.0 0.0 DINING a n ne a c n 0 d 1 1 90 1.0 1.0 0.5 6.0 39.4 28.0 0.0 LIVING a n sw a c n 0 d 1 1 90 1.0 1.0 0.5 6.0 47.4 39.0 7.3 a n w a c n 0 d 1 1 90 1.0 1.0 0.5 6.0 54.4 19.0 1.0 a n s a c n 0 d 1 1 90 1.0 1.0 0.5 6.0 30.4 19.0 15.5 d n n a c n 0 n 1 1 90 1.0 11.0 2.5 7.0 29.4 7.0 0.0 d n n a c n 0 n 1 1 90 1.0 11.0 1.0 1.5 29.4 4.0 0.0 C wnghtsoft Righl-Suite Residerdiaf' 5.0.64 RSR26016 2002-Feb-28 13:55:43 E:\Files\DR HORTON 200212361\2361.rsr Page 1 MBTH i a a a c n se a c n 0 d 1 1 90 1.0 1.0 0.5 4.0 47.4 19.0 5.4 WIC MBR n se a c n 0 n 1 1 90 1.0 1.0 0.5 2.0 76.4 12.0 6.8 SITTING n ne a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 32.0 0.0 n nw a c n 0 d 1 1 90 1.0 15.0 0.5 8.0 39.4 40.0 0.0 � wr�ghtsoft R -Suite Residerdial" 5.0.64 RSR26016 2002-Feb13:55:43 �. , (� E:\Files\DR HORTON 2002\2361\2361.rsr Page 2 ri-9t (2) 25-4i w, I 3' both a.ctOOV. c�JAKW ' t Dab 1—duv. /1-t 115 a 6a4 tw JUOIR20Y 12 35 r-4. 0.G . ,'-4- CL6 5" 10.6 lwcd�. I 65 A 16" i2• 14a11 rag 6' 6" � a" 6. r-r ttc 5 Im 30.16 log ohu A. 4-0 a• OF. 14.14 1 la' FAMILY ,'-f CL 1 twtd 12.12 IKd 10.6 1-d 85 270 70 12.12 r 3' bolo duct 10 tY to .of Cop w/ton 4. t1.4 1 s-9, A 4 5 -o ❑ K. 18ata roq a" 9" ,0" 4- a' 12.12 roqCLCI d ,'-4' to bo A t0.6 1—d 10.6 ,woe 110 42X42 A/C SLAB " So In BY BLDR MIN r-r cuk 2' FROM WALL ® to oof OiC1 to root dap O F41[BB ® 3-0 4.0 TON ,r/10cw 0240V 1PH Y 18.16 "1"24X16 RAD pw fa by bW EeQBY r�E �N � f ,cote :1/b-_1.0• 1r-r A 7-0- ox 414.0 twee 240 lr 2s -i 5' R► '� 3' born duct !o ool cap s0 /Y ❑ 4' both duct to root top / I "Pon -Not loved l NG QY" 310 rN• GA Must hove o mh&num clearance of 4 inches oround the oir handler per the State Energy code. All duct has on r-6 insulation .due. ENTRY ELEV. "B" E.11mm a Aso w am WOWS r® SQ.FT. CAJJSO.FT 1ST FLOOR 2368 GARAGE 427 ENTRY 117C. PORCH 148 TOTAL 3060 SO. FT. z O F- 0_ O p O' � J 0 N 1000 Roting zz 1 N r m w > z z 6 a O J O O Qa: ma_ J(n00 4 ENGINEERING PACKAGE )lk BUILDER: D.,0. PROJECT: MODEL/BUILDING : dot 5 REVISION DATE: NEW LOAD: A42 CARPENTER CONTRACTORS OF AMERICA, INC. 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 L PH (800) 959-8806 FAX (941) 294-7934 Davi.d Morris Engineering Engineering and Drafting Services Residential • Commercial Plans & Eng. • Inspections • Permitting • Specializing in Church Design 112 Coleman Road, Winter Haven, FL 33980 phone: (941) 299-1048 Pager: (941) 965-6956 Fax: (941) 291-4305 TO WHOM IT MAY CONCERN: This letter is intended to address the issue of deflection in roof trusses. As an unavoidable fact of physics, roof trusses are allowed to deflect up to a specified amount, while still meeting deflection criteria requirements. Although many factors contribute to the amount of deflection in a specific truss design, the difference in deflection amounts of trusses adjoining different design conditions may pose an aesthetic problem in the ceiling and/or roof plane. One procedure that may minimize the appearance of noticeable deflection difference would be the installation of 1/2" THK. x 16" high APA CDX (or OSB) strongbacks staggered throughout the area of concern, prior to applying any dead load. The plywood strongbacks should be nailed to each truss with (8) 10d nails stacked throughout the 16" height of the stongback. In lieu of plywood strongbacks, 2 x 8 #2 Southern Pine strongbacks may be used or 2 x 8 #3 S.P. with no knots or imperfections in the bottom surface. The 2 x 8 strongbacks should be nailed to each truss with (3) 16d nails into each truss. Either choice of strongbacks should tie the trusses together and provide a more uniform deflection in the area of transition. The strongback bracing material is in addition to any permanent building bracing specified by building designer and/or truss manufacturer, and will not a.dversely.affect the performance of the roof trusses in any way. If you have any questions, please feel free to contact Bob Michaelis at Carpenter Contractors of America, Inc. (813) 294- 6449. Sincerely, ING _f / 9 David R. Norris, P.E. F'L. # 32186 ,WA M Thft /s A Dangerous cart"I&n — Sheathirp TO PREVENT T11 TS FAILURE ANCHOR OR RESTRAIN T1E lratnraIr�/► b-kff W LATERAL BRACING:1 rt ii , 1 cw.mM+ro,u lststal brsckp USE METHOD SHOWN AT 6 OR ANOTHEl 1 +r ' m. t>t!ttilga blri f , wSmkr l�u+.i fwckuno -STRUCTURALLY SOUND i ol'sl11 t!Mb'masstbess al 144,31IOD SPECIFIED BY IM wns lime. 1.ROFESSIONAL ENGINEER — §*W104 for tnnats OR ARCHITECT. Ab1CCIORAGE BY BUILOING DESIGNER (Qther ancitarage provisions for other types of walls). f--- Siwspdny luewMirtq, continuous lateral brscirp, — Cwnlxsslon wab • _ ANCHORAGE OR RESTPAIur OF LKERAL BRACIW; 'P1/e drawing below tihawrac. how to XB. st a _-a the CL13 nt3eded in true' " s c ghc ilS LE TRllSSES as SCISSORS S1'YI,E when the A f ilc"t trtwoes have a different co-Oftquratit�e_ (PINY.rhal+rn h€ e.) The �ia�onati Brace (DBR}____ »Ins a0V" _t •_; ) the ends. of which are att4chnd, to TOP..+ ;jR. - _C4 g4a. The diagonal brace to ,be attar of we riembO r.RIl Alppti itau ud> dalynn4 1371hostp wiffi z tykes of anchorage or ruhaints for buccal Wwb9- M90in thus 44case vihere the web lawrd{ bracing is agelipl by"; asgop�lliRes at 4;degi�en 5�om'a 4oriwutal plane- A 5'degree dcviationis anitSpually traptable "iCiht devl�9gn is greateClharr5 degrees, a second diagowl brace *A � pmvi&&x cq as tq; rtalce tun"x". Tbc CLB as well as both en3s of this disRwd btxy - a be with 2 16d common nails. FTNK STYLE EXAMPLp R H ADJACENT TRUSSES AE:ONIfL BRACE: itE:S't'R!► TS (SCISSORS TRUSSES WITUIN THE UNIT (1A & 38) STYLE) Dp.wsb-sloping it. Ot web sd,uay brlcl ntlrwoq�±Artarr t:alllrp —� : 1nQuaalr 4caci way' trayersM wars than 2 tmtsssd, dshsadlnq na t:cuea'�rlgbc.; a...thirp !aatMdtl::�tytoaYaatsly ItiiJtt�y#It:.—� ;v[t1►_:123-164 malls to cho;:ds to too of web or l.'fiulWs letsral bcsos.Im Its;. o C= as c o a = REF �_ o � o a c o cm, DATE 10/06'/9Q o o T DRW PA 137 " xa. :* o tP€N o i FL-EN6 WLB- o` TRUSS to �o CM o 0 o co o AS I- August 19, 2002 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Jim, As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128"x3.0" nails for 16d common nails, increase the number of nails by 20%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. Thefollowing table lists appropriate nail spacing for the connection of girder plies. SPACING OF 16D COMMON NAILS SPECIFIED IN DESIGN 2" O.C. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SPACING OF 0.128"X3.0" PNEUMATIC NAILS 1.7" O.C. 2.5 3.3 4.2 5.0 5.8 6.7 7.5 8.3 9.2 10.0 10.8 11.7 12.5 13.3 Please note that 2-ply girders need to be nailed from one face only. Note: The nail spacing of 4" O.C. for web bracing to be the same for 16d common nails and for 0.128"x3.0" pneumatic nails. �� R' P If Sincerely �� �; •GtSiF1L`q 2 r� No.22839 • •° STATE OF Walter P. P.E. - '• Senior Chief Engineer ;��` '• ORIDP..•• ` AS2 ALPINE ENGINEERED PRODUCTS INC. '-'/S/ONAL 1950 Marley Drive • Haines City, FL 33844 • (863)422-8685 • (800)755-6001� ' f I I I , %` r R2 THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS OF 2X4 SIZE AND 03 SO. PINE GRADE. IN ADDITION. A MAXIMUM OF i CRACK PER WEB AND 2 CRACKED, WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT 00 NOT COMPLY WITH THIS DETAIL. (B) ='DAMAGED AREA, 0" MIN. to 12- MAX. LENGTH OF CRACK IN WEB. (S) _ (21 -2X4 SO. PINE #3 SCABS. MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF: 1. 66" + LENGTH OF DAMAGED AREA (8). MINIMUM OF 34' ON BOTH SIDES OF.THE DAMAGED AREA or 2. 00% OF THE ORIGINAL.WEB LENGTH - ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4' O.C. STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. R2 THE REPAIR SPECIFIED ON THIS DRAWING MAY BE APPLIED TO VERTICAL AND DIAGONAL WEBS. THE DETAIL DOES NOT SHOW A VERTICAL WEB ONLY TO KEEP THE DETAIL EASIER TO READ. (10d NAILS: DOUBLE ROW. STA66ERE01 + - BACK FACE 1- 4- 0"C"A O m FRONT FACE TYPICAL T' 7A T +�=O + o+ O+ O+ O+ O + O + O + O + O 1 4' O.C. -1 NAIL SPACING DETAIL R2 Revised CLR 3/22/2001 ------------------------ IMPORTANT**""" Ef6I1 wm Pi001CT5' INC. WARNINGI AMORE EMEE CAM TC LL — PSF CRACKED WEB OETAI O O t= O o O SQL HOT BE RESPONSIBLE FOR ATY IH HANDLING. UECTIGH AM pFALPINE l= p DEVIATION FFOH THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-91 8V TPI. SEE THIS DESIGN _ pIF1G;1 TC DL PSF DATE 09/02/94 FARORE TO BUILD THE TRUSS iN CONFORMANCE WITH GSTS5 BY TPI. FOR ADDITIONAL SPECIAL PERMATBR BRACING RE pO O ALN+IRE CONNECTORS AM MADE OF 206A GALV. STT� MS7ING ASTH GUIP�AIS. ULM OTTABWUK IHICATSD. Tap BC DL — PSF DAW HC25094073 p _ _.. _ p O AAA6 GR B EYMPT AS NOTED. APPLY CONNECTORS TB EAC H FACE OF CHM SHALL BE LATERALLY GRAM WITH PROPER �I �. O TR'AS AmCH,Ess"now'SELOCATEDON TMS DESIGµ POSITION LY ATTAC ED PLYWOOD SWATHING. BOTTOM Ccw"VBC LL — — P5F' FL=ENG CLpGOWNECr. IS PM DRAWINGS 130. 150 C IGOA-F. DESIGN STANDAPOS WITH PROPEPLY ATTAC ED RIGID CEILING — SEE Q'. STAU p,;TOT.LD. PSF �+ CCWFOF44 W/APPLICABLE PROVISIONS OF fOS G TPI. AN ENGIHEER•S ALPINE TEGNNHCLL UPDATE D'/1/911 FOR PROPER'•OSS r.T p SEAL CAI THIS ORAWIHU APPLIES TO THE O]NPGHETIT OEPICTM NERE fNYWALL AFPLICATIOH..r'uRNISf1 A COPY OF THIS _. Sj A�... OUR.FAC. tN diY. AM SHALL NOT BE PaISD UPON IN ANY OTHER WAY. MICH TO THETRW ERMT104 GGNMCCTm. er .tea -t= o Co o __IFI - TRW PLATE INSTITUTE, HIS - 1991 NATIONAL W516H SPECIRCA , # COHSTRN7GTION SPACING 24. 0.. t PAGE 50 (JCAU UM UtIAIL - JWC / ) InIJ UWU rncrAKtu rKun L.unruitM Inrui (LUnUa n UInn.a.vna7 .,,.,,.,,,.�., ..• •••••• TRUSSES BUILT PER THIS DETAIL. DESIGNED TO BE USED FOR THE FOLLOWING: UP TO 140 MPH MAX WIND, 30.0 FT MEAN MGT, ASCE 7-98. ENC. OR PART. ENC BLDG. LOCATED ANYWHERE IN ROOF. CAT [I, EXP B OR C. WINO TCOLe5.0 PSF, WINO BCOL-5.0 PSF. * ATTACH ONE SCAB TO FACE OF TRUSS WITH 0.128'X3' GUN NAILS AT 2' O.C. STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE S17E AND MATCH OR EXCEED THE GRADE AS SPECIFIED ON THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS,. 200# ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE: FOR 140 MPH DESIGNS, 300$ ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. ++ ALTERNATE LOADING: 55 PSFG1' 33 OF; 50 PSF@1.25 DF; 37 PSF@1.25 OF 2-0-0 OH MAX I L [ I I 2L MINIMUM PLT TYP. Wave TPI-95 Design Criteria: TPI STD GTY:1 k w ALPINE 11 ..lgi=- led PWIICIS,I➢C. Elaltts City FL 33844 FLCerti6catcofAudwri7ation#567 "WARNING" TRUSSES REQUIRE EXTREME CARE If FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 163 O'ONOFRIO DR .. SUITE 200. MADISON. NI S3719). FOR SAFETY PRACTICES PRIOR TO PE0.FO0.NIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS• BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED 1I611) CEILING. •'IMPORTANT— FURNISH A COPY Of TOTS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Btl ILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. WANGLING. SNIPPING. INSTALLING AND BRACING Of TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DES16M SPECIFICATION PUBLISHEO BY THE AMEN ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTN A653 GR40 GALY STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PE0. 160 A. -I. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPf I-1995 SECTION 2. _ - Fm P T` F� � � *i y • ttoKK� -DRAWINGS ' T C L L 30.0 PSF TC D L 7.0 PSF 0 C 0 L 10.0 PSF C� B C L L D. D PSF F TOT . L D . ++4 7 . 0 PSF REF R 0 8 1 - - 0 DATE 1 1 / 0 6 / 0 1 D R W HCUSR081 01310276 1 H C- E N G / J W C S E Q N ' - 24952 D UR . F A C . 1.33 n SPACING 24.0 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X6 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (+�) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. 7 ALPINE 7 Al PM 84GMEFtM PRODMM W. POMPANO BEACH, FLOP DA T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 803E OF WEB MEMBER LENGTH , SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 8OX OF WEB MEMBER LENGTH c EOGA OF T-BRACE OR L—BRACE SCAB THIS DRAWING REPLACES DRAWING 579.640 TC LL TC DL BC DL BC LL TOT. LD. PSF PSF PSF PSF PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 —ENG UM/KAR `\ Ah�i DUR. FAC. SPACING TUTC nun DOFOARFn FRnM rnMPIITFR INPUT IIOAOS & DIMENSIONSI SUBMITTED BY TRUSS MFR. ILVRVLRIIURAL FMAPILU VALLLI ULIALL ) THIS DETAIL IS VALID WHEN USED IN CONJUNCTION WITH ALPINE DESIGNED TRUSSES ONLY. + 216 SP #2 RIDGE BOARD. ++ 2X6 SP #2 RAFTER +++ 2X4 SP #3 CRIPPLE NOTE: FOR CRIPPLES LESS THAN 75' IN LENGTH, NO BRACE REQUIRED. FOR CRIPPLES LESS THAN 96' BUT GREATER THAN 75' IN LENGTH, 2X4 'T' BRACE OR SCAB BRACE REQUIRED. SP #3, FULL LENGTH, rASTEN WITH 160 NAILS @ 4' OC. OR GUN NAILS @ 3' OC. MAXIMUM CRIPPLE LENGTH IS 96' NOTE: EDGE DISTANCES, END DISTANCES AND SPACING FOR ALL NAIL CONNECTIONS MUST BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. ALL CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARD (GRAVITY) AND UPLIFT (WIND) LOADS. (STRAPPING NOT REQUIRED) NOTE: USE 0.128'X3' GUN NAILS WHERE SPECIFIED. *** 4X2 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS NOT SUPPORTED DIRECTLY BY A TRUSS BELOW. CONNECT TO DECKING WITH 80 OR GUN NAILS @ 2' OC. ** HORIZONTAL CUT MAY BE SQUARE CUT OR BEVEL CUT TO MATCH TOP CHORD PITCH NOTE: FOR A CONVENTIONAL FRAMED HIP VALLEY SYSTEM, REFER TO THE DETAIL * BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0' OC. TRUSS ON THE LEFT SIDE OF THIS DRAWING, DETAIL FOR SPANS GREATER THAN AND DIAPHRAGM SYSTEM, CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW 20'0' WITH 4-160 OR 5 GUN NAILS. CONNECT RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2-16D NAILS OR 3 GUN NAILS. 130 MPH WIND, 15.0 FT MEAN HGT, ASCE 1-98, ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT It. EXP. B or C. WINO TCDL-5.0 PSF, WIND BCDL=5.0 PSF. CONNECT ZX6 RAFTER TO I CONNECT -EACH ENO OF TOP CHORD TO 2X6 RIDGE BOARD WITH 3-16D NAILS OR 4 GUN NAILS. RIDGE RAFTER WITH 4-16D TOE -NAILS. ++ CONNECT EACH ENO OF RIDGE RAFTER 5 TO 7 I TO VALLEY TRUSS/GIRDER TRUSS OR I ROOF PLANE WITH 4-160 TOENAILS / + 3-160 NAILS 2X6 SP #2N, TYP OR 4 GUN NAILS (TYP) I I 2X4 SP #3 RIDGE 3-160 NAILS I ** BOARD CRIPPLE@ +++ 1 5 TO 7 3'0" OC. MAX (TYP} ** 112 HEIGHT ** I OF VALLEY ** — - - } (A) *`' 2X6 SP #2N, SCABBED A W-7'I2(5.5'@45) - *** - TRUSSES BELOW @ 24. OC. * 1 TOENAIL CONNECTION AT (A) 2-16D TOENAILS I u r12(5.5'@as) SPAN # OF NAILS 3-160 TOENAILS OR 3 GUN NAILS (TYP) I UP TO 20' 7-16D COMMON OR 4 GUN NAILS i UP TO 165-16D COMMON OR 6 GUN NAILS MAX CRIPPLE (NO CRIPPLE REQUIRED FOR UP TO 12' 4-16D COMMON OR 5 GUN NAILS SPACING SPANS LESS THAN 6'0') R1 I 6-0-0 - DETAIL FOR SPANS UP TO 20'0" DETAIL FOR SPANS GREATER THAN 20 (MONO VALLEYS MAY BE BUILT USING THIS DESIGN) R1 R1 REV 5-29-2002 JWC PLT TYP. Wave TPI-95 ALPINE Alpine Eng,ineeered Products, Inc. Rabat City, FL Design Criteria: TPI STD —WARMING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR.. SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION5. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.,*IMPORTANT'*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BSRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN PECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA AS7N A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 01TY:1 �T IF 9jP:' *' mg _ SFATEE7F ;• 5,.,.,�M-„ �Ti1j1L HI 1 C L L 16.0 P S F T C D L 15.0 P S F aC DL 0.0 PSF EC LL 0.0 PSF -- - TOT. LD. 31 .0 PSF REF R 0 8 1 - - 0 DATE 1 1/ 0 6/ 0 1 DRW HCUSR081 01310037 HC ENC /JWC SEON 24891 DUR . FAC . 1.25 SPACING 2 4 . 0 " WAO (PIGGYBACK - JWC / piggyback ) * 2X4,2X6,2X8,2X10 OR 2X12. #2 OR #2 PT, SPF. HEM -FIR, OR SP AS NEEDED. ATTACH SCAB TO ONE FACE OF TRUSS WITH 160 COMMON NAILS OR 0.128'X3' GUN NAILS ® 4' OC. THROUGHOUT TOP CHORD ---- OR ---- TOENAIL BLOCK TO TC WITH WITH (2) 160 COMMON NAILS OR 0.128'X3' GUN NAILS 0 24' OC.THROUGHOUT TOP CHORD. + CONTINUOUS LATERAL BRACING a 24' OC. OR AS SPECIFIED ON ALPINE DRAWING. ATTACH TO EACH SUPPORTING TRUSS WITH (2) 80 NAILS FOR 1X4 OR (2) 160 NAILS FOR 2X4. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. + CLB LUMBER: 2X4 OR 2X6 #2 OR #2 PT, SPF. HEM -FIR, OR SP 24" MAX. SCAB DETAIL - 11 -1/4' MAX. TC BLOCK DETAIL THIS DNG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. *` PIGGYBACK AS PER DRAWING KCIISR081 01310190. 01312407 OR 01312408. ATTACH TO TOP CHORD OF SUPPORTING TRUSS AS SPECIFIED ON ALPINE DRAWING, OR WITH 160 GUN NAILS (0.131'X3') AT: 8' OC, FOR ASCE 7-98. 130 MPH, ENC. BLDG, EXP B 6 C. CAT II. 30' MH 6' OC. FOR ASCE 7-98. 140 MPH, PART. ENC. BLDG, EXP B. CAT II, 30' FIH 6' OC. FOR ASCE 7-98. 140 MPH, ENC. BLDG, EXP C. CAT II, 30' MH 4' OC. FOR ASCE 7-98. 140 MPH, PART. ENC. BLDG, EXP C. CAT 11. 30' MU ALTERNATE LOADING: TCLL 20 30 PSF TCDL 20 OR 15 PSF BCDL 10 10 PSF TOIL 50 55 PSF 1.25 1.33 PIGGYBACK TRUSS SUPPORTING tTRUSS PLT TYP. Wave TPI-45 Design Criteria: TPI STD QTY:1 Hl - I HARMING— TRUSSES REQUIRE EITREME CARE TN FABRICATION, NANIILING, SNIPPING, INSTALLING AND TCL L 30.0 PSF R E F R 0 8 1 - - 0 BRACING. 9EFER TO 0I8-91 (IANOLING INSTALLING AND BRACING), PYBLISNED BY TPI (TRUSS PLATE INST ITNTE. 663 O'OROFRIO OR., SUITE 260, MADISON. HI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORM Rai THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNORU SHALL RAVE PROPERLY ATTACHED �Fy P. TC D ! 7.0 PSF DATE 1 1 / 06 J 0 1. I STRUCTURAL PANELS. ROTTON CNORO SMALL RAVE A PROPERLY ATTACREO 91610 CEILING. j I —IMPORTANT.' FINNISH A COPY Of THIS DESIGN TO THE 11STA1.lATloa CONTRACTOR. ALPINE ENGIBEENEO y fQ. r �. BC 01, 10.0 PSF DRW IJCUSR081 01310243 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO AIO RS BUILD THE TRUSSES IR CONfORRANCE PITH TPI; ON FABRICATING, RANKING. SHIPPING, INSTALLING AND '*J B% L L 0.0 P S F H C - E NG / WMR ALPINE BRACING Of TRUSSES. THIS OE516R CONFORMS YITN APPLICABLE PROVISIOIS OF ND5 (NATIONAL DESIGN 5►EC If IC AT ION PNBIISMEO BY THE AMERICAN FOREST AND. PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS ARE MADE OF 2OGA ASIM A663 6240 GALV. STEEL, EICEPT AS ROTES. APPLY CONNECTORS TO STA. TOT , LO . 47.0 PSF SEQN - 24944 EACR FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON IRIS DESIGN, POSITION CONNECTORS PER R��P\ �-- L7 DRAWINGS 160 A-1. THE SEAL. ON T11$ BRAVING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING AQS�•.r.•- DUR . FAC . 1.33 Alpine Fn PT0(hutS, Im. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS Haina City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TIE RESPONSIBILITY Of TIE BUILDING DESIGNER, PER SPACING 2 4. 0 N FL Cer0ific/te OfAuthatmhpd 0 567 ANSItTPI 1-1995 SECTION 2. I ( JACK ) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N NOTE: LUMBER TO BE SP #3 FOR 1'D" THROUGH 3'0" JACKS. ** (3)16D COMMON OR (3)0.128"x3" GUN NAILS,TOENAILED. * (2)16D COMMON OR (2)0.128'x3" GUN NAILS,TOENAIL U .' *** BOTTOM CHORD MAY HAVE PITCH AS SHOWN. MAINTAIN A PITCH DIFFERENCE OF 2 BETWEEN TOP AND BOTTOM CHORD. I.E. 8/12 TOP CHORD, 6/12 BOTTOM CHORD. R2 �Z-0 0 TRUSS SPAN (SEE TABLE) R—RI U—U1 W-3.5' (SEE TABLE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS HER. ASCE 7-98, 30.00 FT MEAN HGT, LOCATED ANYWHERE IN ROOF, CAT 11. WIND TCDL-5.0 PSF, WIND BCOL-5.0 PSF.(SEE TABLE) JACKS UP TO AND INCLUDING 4'0' MAY BE CANTILVERED 8". MAX MAX BLDG LOADING REACTIONS SPAN MPH EXP R1/U1 8'0" 120 2 a.b 594/280 B.O. 115 3 a,b 594/330 rev. 7'6" 130 1.3 b,c 632/550 7.0" 140 1.3 b,c 607/640 1=CLOSED BUILDING, EXP C ** 2=CLOSED BUILDING, EXP B 3—PARTIALLY ENCLOSED BUILDING, EXP B * J 6/12 R2 TCLL/TCDL/BCDL/TOT/DF a-20/15/10/45/1.25 b-20/20/10/50/1.25 c=30/15/10/55/1.33 C�a sq 0 C� G rev. 3-21-2002 JWC R2 REV 4-2-02 JWC PLT TYP. Wave TPI 95 Qesi n Criteria: TPI(STQ 19.52a OTY:1 HI 1 - - - Scale =.375" Ft. J- A L P I NE `•YARNING'" TRUSSES REQUIRE EXTREME CARE III FARRICATION. HANDLING. SHIPPIRB. INSTALLING AND {RAC IN6. REfE0. i0 NIB•91 (HANDLING INSTALLING AND BAACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 O'05OFRI0 OR... SUITE P00. MADISON WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•1MPORTANT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIOLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO� BUT LO THE TRUSSES CONFORMANCE WITH TP I; OR FABRICATING. HANDLING. SHIPPING. TNG. INSTALLING AND IN BRACING Of TRUSSES. THIS DESIGN CorfORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNr SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPT. ALPINE CONNECTORS ARE MADE OF 20" ASTM A653 GR40 GALV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OR TN{S DESIGN. POSITION CONNECTORS PER- DRAYINGS 1GO A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. P ---- >�: ICr��' ' '17 9� A. qp ; „�. - ,5�.- vp s/OW%AL ---- T C L L P S F S E E TC D L ABOVE P S F 9C QL TABLE PSF BC L L P S F TOT . L D . PSF R E F R 08 1 - - 0 DATE 12 / 03 / 0 1 DRW HCUSRO81 01339110 H C - E N G / JWC S E O N - 10 579 OUR.FAC. FROM MI)C SPACING 2 4 " O.C. W A2 4 . i1. -cc ICC UCD ­1.1 unu 1-1—Lu k...,,, ., .. -. .. TOP CHORD 2x4 SP #2 N ASCE 7-98. 30.00 FT MEAN HGT. LOCATED ANYWHERE IN ROOF, CAT II, BOT CHORD 2x4 SP #2 N WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.(SEE TABLE) WEBS 2x4 SP #3 r MAX BLDG UPLIFT DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. MPH EXP U1 x PROVIDE ( 3 ) 16d COMMON NAILS, TOENAILED. 130 1 457 130 2 493 HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. 140 1 555 140 2 592 1=CLOSED BUILDING, EXP C 2=PARTIALLY ENCLOSED BUILDING. EXP B * Rmax-393#@1.33, 369#@1.25 Umax-472# I Jam/ �3 Rmax-393 1.33, 369 1.25 * Umax=472# ALTERNATE LOADING: TCLL 20.0 PSF L-2-9-15--I� 9-10-1 Over 3 Supports TCDL 20.0 PSF "I' P BCDL 10.0 PSF BCLL 0.0 PSF -------------- R=746 U=U1 W=4.94" (SEE TABLE ABOVE) TOTAL 50.0 PSF DUR.FAC. 1.25 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c OTY:0 HI 1 - R - Scale a.3125" Ft. -WARN ING" TRUSSES REDWINE EXTREME CARE 10 FABRICATION. HANDLING. SHIPPING, INSTALLING AND UN ACING. REFER TO HIa.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 30.0 PSF REF R 0 8 1 - - 0 DATE 12/12/01 INSTITUTE, 563 O'ONOFRIO OR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCT[ONS. UNLESS OTWERM(SE INO[CATEO, TOP CHORD SHALL HAVE PROPERLY ATIACHEO ��R RP, f, TC DL 15.0 PSF STRUCTURAL PANELS, BOITON CHORD SRAL.L HAVE A PROPERLY ATTACHEO RIGID CEILING. DRW HCIISR081 01346151 "PRIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF OOUCTS. [NC. SHALLNOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO+,N H C - E N GJ WC ALPINE BUILD THE TRUSSES IN tORfORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN /(�TE ST �Y Cr BC L L 0. O PSF 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 9` : STA.S TOT . L D . 55. 0 PSF S E Q N - 26402 E ACN iACE OF TRUSS, AND UNLESS OTHERWIS€ LOCATED ON THIS DESIGN. POSITION CONNECTORS PER `. Zofo D UR . F A C . 1 .33 Alpine Engineered Products, Inc. Haines CIty,Fl. 33844 FLC"dfICST60(AULIIOfITbhgld$67 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 ANSI/TPI 1-1995 SECTION 2. ..... AL flay-30-02 12:22am From-OANSCO ENGINEERING 613-645-9666 T-476 P 02/04 F-341 4M1 . , . ENGEERING, P.A. • •.. ■■rrr■rr■■r ■■ rr r..�.....�.. .®.......�:----: •� �S ■■Emil �1��■r� !r��■�■rrr�l� � rr■■■ Q ■ ■��� r■r�iii Ei■'ii■r'�i'i■"i��►■■ � r � i rf. i r L P.O. Box 3400 Apollo Beach, Florida 33572 (813) 545-01b6 rux (a I J) C'rt J-�v�Jv April 23, 2002 Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880 Re: Clarification for Alpine's Valley Kit Details; HCUSR081 01310037, 0021 and 0020. The valley kit engineering details as referenced above are engineered designs and not prescriptive methods to apply conventional framing. It may be construed that the 2x6 ridge board as specified on our details is not in accordance with chapter 23 of the Building Code, which states the ridge board depth be not less than the cut end of the rafters. This perception would be correct providing the framing application was the same between what the Code states and what our Valley kit details depict. For example, we specify: • Rafter supports (cripples) every three to six feet along the rafter length, which significantly reduces the load, imposed upon the ridge board. • Ridge board cripples on three-foot centers. • All the required connections for rafters to cripples, rafters to ridge board cripples to the structural sub -frame below, etc. • Governing height and length restrictions for each framing application. • All collar beams, where specified, are 2x6 minimum applied to every rafter set and not 1 x6 applied to every third pair of rafters (as stated in the Code). Additionally, Alpine's valley kit details overall have restrictive applications and can only be used over a support system of pre-engineered Alpine design trusses. Briefly, our engineered details are not intended to be used in lieu of the design considerations of the Building Code, rather, where applicable, as an alternate design that wholly meets the requirements of the code. If I can be of further assistance or if you have any questions please call me. ````� �.�SR P. F/ Sincerely, � �Q.••'�ZtF1Cgr?'f' '.. - No. 22839 W er P. inn P.E. : -o STATE OF Senior Chief Engineer f�aORtpA, AR20 ',NAI-,�` ` 'l,,,, VJ ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, FL 33844 • (863)422-8685 January 23, 2002 Re: Alpine's Valley Kit Details; HCUSR081 01310037, 0021 and 0020. The valley kit engineering details as referenced above are engineered designs and not prescriptive methods to apply conventional framing. It may be construed that our details are not in accordance with chapter 23 of both the 1997 Standard Building Code (SBC) and the 2001 Florida Building Code (FBC). Each Code states, for example, that the ridge board depth be not less than the cut end of the rafters. I understand that this specific issue about the ridge board depth is causing concern with the building inspectors resulting in the issuance of red tags. This nonconformance would be correct if the overall conventional framing application was the same between the prescriptive method in the Code and what our valley kit details depict. The engineered valley kit details tend to be more conservative. For example, we specify: • Rafter supports (cripples) every three to six feet along the rafter length, which significantly reduces the load, imposed upon the ridge board. • Ridge board cripples on three-foot centers. • All the required connections for rafters to cripples, rafters to ridge board cripples to the structural sub -frame below, etc. • Governing height and length restrictions for each framing application. • All collar beams, where specified, are 2x6 minimum applied to every rafter set and not lx6 applied to every third pair of rafters (as stated in the Code). Additionally, Alpine's valley kit details overall have restrictive applications and can only be used over a support system of pre-engineered Alpine design trusses. Briefly, our engineered details for a system of conventional framing meet the requirements in Chapter 23 of the 1997 SBC and 2001 FBC. Sincerely �1 Waltcr P. Finn P.E. Senior Chief Engineer AR23 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 - (863)422-8685 - (800)755-6001 50627 - 013/U76 2361E - A8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense :T3 2x4 SP 2400f-2.OE: 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 0.128x3" gun nails @ 6" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 6X6= 6X6= 120 mph wind, 14.68 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DI.=5.0 psf. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC, WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 3X4 T3 3 X 4 6 W (A W 6 6 X 6 6X6 A) (A W6 W8 9-4-0 4X6(A2) = 6X6= 3X4= 5X8= 3X4= 6X6= 2X4III 4X6(A2) 1-0-0 1or I 21-0-0 I 8-0-0 I 21-0-0 _I 0 Le 50-0-0 Over 2 Supports R=1904 U=565 W=8" R-1904 U-565 W-8" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 OTY:4 HI 1 E Scale =.125" Ft. ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FLCertiffcateofAuthorization #567 ""WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANO BNACING. REFER TO HIB'9l (HANDLING INSTALLING AND RR AC IXG). PUBLISHED BY TPI (TRUSS PI ATE INSiITUTE. 5E3 O'ONOFR(0 OR .. SUITE 200. MAO ISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THE5E FUNCTIONS. UNLESS OIHERNISE INON[CATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCT U0. al PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING."jrFlrS�L• "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR 00UC TS. INC. $HALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM ;HIS DESIGN: ANY FAILURE TO BUILD 1HE TRUSSES IN CONFONMA,CE NITH 711: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. IHIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE' CONNECTORS TORS ARE MADE OF 20Ga ASTM g653 GR dO Galy. STEEL. EXCEPT AS NO iEO. aPPLv CONNECTORS TO EACH FACE OF TRUSS. AN UNLESS OTHERN1 LOCATED ON TNIS DESIGN. POSITION CONNECTGRS PER DRANINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP ON 5I8 ILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHONN. THE SUITABILITY AND USE OF TNIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. .. - '( P, �. T t4r�-"'1'7iy ) Zit 0t�'. $ATgTE OF �"•- CQFt1� %•'O, ��%�`+��^Ay�'!� T C L L 20 .0 PSF j TC D L 7. 0 P S F BC DL 10.0 PSF B C L L 0. 0 P S F T 0 T . L D . 37 .0 P S F R E F R 0 8 1-- 5 2 2 DATE 0 2/ 0 3/ 0 3 DRW HCUSROBI 03034067 H C- E N G J W C/ W P F _ S E 0 N - 34824 - D U R . F A C . 1 .25 FROM M G K SPACING 24 . 0" J R E F - 1 R Z Z 0 8 1 _Z 0 4 (50627 - 013/U76 23618 - A7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIItU by AMU » Mrn. Top Chord 2x4 SP #2 N Bot chord 2x4 SP #2 N I Webs 2x4 SP #2 N :Wi, W2, W3, Wll, 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. I In lieu of structural panels or rigid ceiling use purlins: to brace TC @ i24" OC, BC @ 24" OC. 4ARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= 2X4III 6X6= 120 mph wind, 14.18 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT It, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 6X6 % A 3X4a (A)3X4� W A) W 3 W W 12 �9-4-U 2X4111 3X4= 6X6= 3X8= 6X6= 3X4= 2X4III 4X6(A2) _ 06 (A2) 1-0-0 1-0-0 19 0 0 I 12-0-0 I 19-0-0 J 50-0-0 Over 2 Supports R-1904 U=567 W=8" T TYP. Wave TPI-95 ALPINE Alpine Engineered Products, Inc. Haines City, FI, 33844 FL Certificate of Authorization 4 567 R-1904 U-567 W-8" Design Crit: TPI STD 6.13 `NARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANO BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 58J O'ONOFRIO OR.. SUITE 200. MADISON. W1 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEtlIATION FROM THIS OESiGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH IPI: OR FABRICATING. HANOLING. SHIPPING. INSTALLING ANO RR ACING OF TRUSSES. THIS DESIGN CONFORMS WITH AD PL IC ABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIF IC 0.TION FUBL[SHED BY THE AMERIC AN FOREST ANO PAPER ASSOCIATION) AND TPI ALPINE C OxNEC rc0.5 AaE MADE OF 2G GA ASTM A653 GRaO GALY. STEEL. EXCEPT AS NO TE O. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OE SIGN. VOSITIOx CONNECTORS FER8s 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 DARTIC UL AR BUIl01NG IS THE RE SPON SIB IL i TY OF THE BUILDING DESIGNER. PER ,_ I`ITyt2 4 I ,,. _`j P F ���liFt'.. y 4r�• ki*' / 90;• STNTE ORRI�rfs F. _.. _...... III/-/1/-/E/-/- TC L L I C D L. B C D L B C t. L I 1 0 i LID . 20.0 7.0 10.0 0.0 37.0 P S F P S F P S F P S F P S F D U R . F AC . 1.25 S PACING 2 4 . O " ANSI/IPI 1. 1995 SECTION 2. flq Scale=.125"/Ft. REF R081--523 DATE 02/03/03 D R W HCUSR081 03034095 HC-ENG JWC/WPF SEON 34823 FROM MGK JREF 1RZZ081_ZO4 1­1 n11 ­n. cD nu PnuDUTCD IUD ItT iI r, In, k niMFNC TnNU CIIRMI TT F 11 RY TRIISS MFR (bubz/ - V13/u/b e,5b Lt3 - AT)) Top chord 2x4 SP 2400f-2.0E :T3 2x4 SP #1 Dense: Bot. chord 2x4 SP #2 N Webs 2x4 SP #2 N :W1, W9 2x4 SP #3: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. Deflection meets l./240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4X6 (A2) 120 mph wind, 13.68 ft mean hgt, ,ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL.=5.0 psf, wind BC DI.=5.0 psf. (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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= 2X4 III 6X6= 6X6 <NV 6X66 W (A) W 9-4-0 2X4 III 2X4 III 6X6= 3X8= 6X6= 4X6(A2) 1-0.0 1-0.0 17-0-0 I 16-0-0 I 17-0-0 _I IM 50-0-0 Over 2 Supports R=1904 U=569 W=8" R=1904 U=569 W=8" 113 PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 _ OTY:2- HI 1 E - Scale —.125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 2 0.0 P S F R E F R 0 8 1-- 524 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE DATE 0 2/ 0 3/ 0 3 I.NST IT UT E. 583 D'ONOFRIO DR.. SUITE ZOO. MADISON. NE 53T19). FOR SAFETY PRACTICES PRIOR TO INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED '('SR P p T C D L 7.0 P S F PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.' TIR;f✓,f,. *"IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Nil. �X. BC DL 10.0 PSF DRW HCUSR081 03034094 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORNANCf NITN TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND PROVISIONS OF 995 DESIGN p D (. L L 0.0 P S F H C- E N G J W C/ W P F ALPINE BRACING OF TRUSSES. THIS OESiGN CONFORMS WITH APPLICABLE (NATIONAL SP ECIFICATIOM PUBLISHED BY THE AMER iC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE AS TM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO STATE ! TOT . L D . 37.0 PSF S E O N - 34822 CONNECTORS ARE MADE OF 20GA EACH FACE OF iRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER. DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t�� .�(jFlL!:>y sivNaLt D U R . F AC . 1.25 . FROM MG K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TNIS SPACING 24 . 0„ J R E F - 1 R Z Z 0 8 1 _Z 0 4 ilaines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization A 567 1 ANSI)TPI 1 1995 SECTION 2. 50627 - 013/U76 2361E - A5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, 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 whAre shot4n. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. Deflection meets L1240 live and l/180 total load. Creep increase factor for dead load is 1.00. 4X6 (A2) 120 mph wind, 13.18 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind IC DL=5.0 psf, wind BC DL=5.0 psf (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= 2X4III 6X6= 6X6= 6X6 � 6 X 6 6 r (A — 6 A (A) W6 W8 +9-4-0 2 X 4 III 2X4III 6X6= 3X8= 3X4— 6X6= 4X6(A2) 1 0 0 1 0 0 —1 15-0-0 I 20-0-0 I 15-0 0 ,I 0-0-0 Over 2 Supports R=1904 U=572 W-=8" R-1904 U-572 W=8" Elm Le PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 (1TY_2 HI 1 E - Scale —.125" Ft. "WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20. 0 P S F R E F R 0 8 1 - 525 BRACING. REF ER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE - INSTITUTE, 583 D'ONOFRIO DR.. SUITE ZOO. MADISOM. NI 53119). FOR SAFETY PRACTICES PRIOR TO P ERF 00.MING THESE FUNCTIONS. UNLESS OTHERWISE INOICA TED. TOP CHORD SHALL HAVE PROPERLY ATTACHED •�i1`j T C D L 7.0 P S F DATE 0 2 J 0 3 J 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -;IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �ti ._(.g �� �Ji 9C DL 10.0 PSF DRW HCUSR061 03034090 PRODUCTS. INC. SHALL 1107 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ClNo. �xn p -- BUILO THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ✓^SJJ BC LL 0.0 PSF HC-ENG JWCJWPF _ ALPINE BRACING OF TRU5SE S. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN )]I SPECIFICATION PUBLISHED BY THE AME0.ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ( • STATE OF ; ' T O T . L D . 3 7 . 0 P S F S E Q N - 34821 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS P€R•'`�o�Iv?:fc� -- - ORAWINGS 160 A I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 8���'-D U R . F A C . 1 . 2 5 F R OM MG K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33M COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER S P A C I N G 2 4. 0" J R E F 1 R Z Z 0 8 1_ Z 0 4 FL certificate of Authorization#567 ANSIJTPI 1-1995 SECTION 2. (SUbz/ - U13/U/b L-501rO - N4 ���rr nur nnrnanrn 1— P-11Tro TMD11T 1i nAnc R TITMFMCTnMC1 CIIRMITTFn RY TRIISS MFR Top chord 2x4 SP #2 N :T2, T3 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :144, W6, W8 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 120 mph wind, 12.68 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5X8= 2X4III 6X6= 5X8= 3X4 1� T2 XT3 3X4W (A _ 6 W6 �9-4-0 2X41I1 6X6= 3X8= 6X6= — 2X4111 5X5 (A2) = 6X6= 5X5(A2) = flq 1 0-0 two I 13-0-0 I 24-0-0 I 13-0-0 _1 50-0-0 Over 2 Supports _I I R-1904 U-574 W=8" R=1904 U=574 W-8" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:2 HI 1 E Scale =.125" Ft. ALPINE Alpinj Et1gl[1COTCt{ PTO�EICt9, II1C. 1 cTty,FL 33844 FLCatificateofAuthocization#567 ""WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IN583 D'ONOFR IO DR., SUITE 200. MAOISO R. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, 60ITGM 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 DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIlU0.E TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND RRACTNG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEQ;, CONNECTORS ARE MADE OF 20GA ASTN A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UM LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE S01TABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/T11 i 1995 SECTION 2. '( P,/;/ '(iF/!�:• "41 Ib. a* , sr�1� OF , /Q TC T C o C1.0 ttyy U C TOT L L D L DL L L . L D . 20. 7.0 10.0 0.0 37.0 0 _ P S F PSF PSF P S F P S F R E F R 0 8 1-- 526 DATE 0 2 / 0 3 / 0 3 DRW HCUSR061 03034093 H C- E N G J W C J W P F S E O N - 34820 _ - — D U R . F AC . 1.2 5 FROM M G K — SPACING 24 . 0" J R E F - 1 R Z Z 0 8 1_..Z O 4 (50627 - 013/U76 2361E - A3) 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 :W10, W12 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor (for dead load is 1.00. TRUSS MAY NOT BE INSTALLED END FOR END. 6X6= 3X8= 6X6= 120 mph wind, 12.18 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= i 3X6(A1) = 6X6 2X4II1 2X4III 6X6= 2X4III 3X6(A1) _ 1-0-0 1-0-0 13 - 0- 0�)E 9 -10 - 0—� 11 0 0 I 28-0-0 117 �3 50-0-0 Over 4 Supports R=400 U-180 W=8" R=746 U=200 W-8" R-1747 U=519 W-8" R=915 U-294 W=8" Note: All Plates Are W3X4 Except As Shown. 6.13 t)TY:1 HI - 1 - E - Scale =.125" Ft. PLT TYP. Wave TPI-95 Desi n Crit: TPI STD ""YARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AMD -;WARNING" F C L L Z O.O P S F R E F R 0 8 1-- 5 2 7 REFER TO H18 91 (HANDLING INSTALLING AND BRACINGj. PUBLISHED BY TPI (TRUSS PLATE ' INSTITUTE. 683 D'ONOFRIG DR.. SUITE 200. MADISON. WI $3719). FOR SAFETY PRACTICES PRIOR TO T C D L 7, 0 P S F DATE T E 0 2 0 3 0 3 / / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S T0.UC TUR AL PANELS. 801TOM CHORD SHALL HAVE A PR ODER LY ATTACHED RIGID CEILING. *"IMPORTANT•" fU0.NISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'ilFl""'a� •�^'Ij� OC DL 10.0 PSF i DRW HCUSROBI 03034096 PROD UCT S. INC. SNAtL NOT BE R1110 NSIBlE FOR ANY DEVIATION f0.0N THIS DESIGN: ANY FAILURE SO BUILD THE TRUSSES 1N CONFORMANCE M17N iPi: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROP1.0NS OF NUS (NATIONAL DESIGN ALPINE FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TCF'� # y� t a `� C L L 0.0 P S F H C- E N G J W C/ W P F 34819 SPEC (FICA TON PUBLISHEDBY THE AHERICAN STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �` STATE OF -' TOT . L D . 37.0 P S F S E O N - CONNECTORS ARE MADE OF 20GA ASIN A653 GR40 GALV. EACH FACE Of TRUSS. AND UNLESS OT HERYI SE IOC AT EO ON THIS DESIGN. POSITION CONNECTOR$ PER ENGINEERING "[.(r,'� � NAl U R F AC 1.25 FROM MG K DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1Tatnes City, FL 33544 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FL Certificate of Authorization #56'7 ANSI/TPI 1 1995 SECTION 2. D . . SPACING 24 . 0" J R E F - 1 R Z Z 08 1_ Z 0 4 (50627 - 013/U76 2361B - A3A) i Top chord 2x4 SP #2 N :T2, 13 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W6, W8, 1410 2x4 SP #2 N: in lieu of structural panels or rigid ceiling use purl ins: to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Specialcare must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5X8= 3X4- 6X6= 3X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 12.18 ft mean hgt, ASCE 7 98, CLOSED bldg, located anywhere in roof, CAT 11, EXP B, wind IC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 3X4 % 6' T2 W W TZ W8 6 >:� 2X4III 3X4= 6X6= 3X8= 6X6= 3X4= 2X4III 5X5 (A2) 5X5(A2) 1-0-0 1-0-0 qW 11 0 0 I 28-0-0 50-0-0 Over 2 Supports R=I904 U=577 W-8" R=1904 U=577 W=8" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 _ OTY:1 HI 1 E Scale =.125" Ft. "*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAMU LING. SHIPPING, INSTALLING AND T C L L 20. 0 P S F R E F R 0 8 1-- 528 BRACING. REFER TO W1891 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TROSS PLATE _ - -- INSTITUTE. 583 U'ONOFRIO OR., SUITE 200, MADI$ON. WI S3719). FOR SAFETY PRACTICES PRIOR TO T 7. 0 P S F DATE 0 2 0 3 0 3 PERFORMING IxE SE FUNCTIONS. UNLESS 01HERN LSE INOIC AIED. 1 0 P CWORD SHALL HAVE PROPERLY ATTACHED I .��{ P C D L / / I UCRrAl PANELS. BOTTOM CMORO SHAM HAUL A DAOPERLY ATIACREO RIG[O CELLING.4 y1j T{PI , , BC DL 10.0 PSF DRW HCUSR061 03034081 "'1MP0RTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j�"•* PRODUCTS. [NC. Sx ALL NOT HE RESPONSIBLE FOR axY DEVIATION LAi{ON FROM THIS OE SIGx: axv FAR aRE TO v _ BUILD THE TRUSSES IN CONFORMANCE WITH TP1. OR FABRICATING. HANDLING. 5 1PPIMO. INSiatIING AMC BC L L 0. 0 PSF H C- E N G J W C/ W P F BRACING Of TRUSSES. IRIS DESIGN CONFORMS WITH APPLICABLE PROV15lOxS OF NOS (NATIONAL DESIGN ALPINE SF€CIF ICAIION PUBLISHED BY IHE AMERICAN FOREST AND PAPER ASSOCIATION) tND TPI At PINE �/X:�{ t TOT. LD 37.0 PSF SEON 34829 CONNECTORS ARE MADE Of 2CGa ASTM A653 GR40 GAI1. STEEL. EXCEPT AS NOTED. APPL'! CONNECTORS TO -A STATE OY ) EACH FACf OF Ik USS, AMG UNLESS 01HERpISE LOCAIfp ON THIS OE SIGN. POSSi1GN CONNECTORS PER �------ -- EACH FGS I60 A-1. THE SEAL ON THIS OR AN ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEE0.ING cis D U R - F A C . 1.25 FROM M G K DRAWAlpine Engineered Products Inc. RE scoxste a llr SOLELY fOR THE TRUSS COMPONf NT OESIGN SNOWN. THE SUIiA81LiTY AND USE OF THIS — Raines City, FL 33844 COMPONENT FOR ANY PARTICUUR BUILDING t5 IRE RESPONSIBILITY OF THE BU[LOING OEStGNER, PER S PACING 2 4 . 0 " J R E F 1 R Z Z 0 8 1 _Z 0 4 FL Certificate of Authorization 9 567 ANSI J T P I I 1995 SECTION 2. 1 1—,.r,nrco 1—IT n n.nQ B nTMr NcinNU CZHRMITTm BY TRUSS MFR (b06Z/ - (113/U/b Z.SbltS - AZ) Top chord 2x4 SP #2 N :T4 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W7, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be ;same size, species, grade, and 80% length of web member. Attach with I0.128x3" gun nails @ 6" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. TRUSS MAY NOT BE INSTALLED END FOR END. 3X6(A1) 120 mph wind, 11.68 ft mean hgt, ASCE 1-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind IC DL=5.0 psf, wind BC DL-5.0 psf. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= 3X8= 6X6= 2X4III 6X6= ;A)� 6 ( r W !�� W9 9 4 0 2 X 4 III 2 X 4 III 6X6= 2X4 III 3X4= 5X8= 3X6 (Al) _ 1-0-0 t ono 13-0-0 CIE 10-1-10---j 9-0-0 I 32-0-0 I 9 0 0 I 50-0-0 Over 4 Supports j R-496 U=198 W=8" R=637 U-180 W=8" R=1739 U-515 W=11.313" R-936 U=307 W=8" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 OTY:1 NI 1 E - Scale .125" Ft. *•WARNING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND f C L L 2 0.0 P S F R E F R 0 8 1-- 529 BRACING. REFER TO HIB-91 (HANOL;NG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 14ACITO T E. 583 O'O40FRIO DR.. SUi TE 200. MADISON. NI 53i19). FOR SAFETY PRACTICE$ D0.I0A TO 1' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED '�SR P,f, T C D L 7. 0 P S F DATE 0 2/ 0 3/ 0 3 STRUCTURAL PANELS. 801 TOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `"IMP0R 7ANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �r:. BC OL 10 0 PSF DRW HCUSR081 03034097 PROLOG T S. INC. SMALL NOT BE RESPONSIBLE f00. ANY FDEVIATIONABRICATING. FROM THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: 0R FABRICATING. HANDLING. SHIPPING, INSTALLING AND B C L L O. D P S F H C- E N G JW C/ W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION P138LISHEO BY THE AMER ICAN FOREST AND PAPER ASSOCIATION} AND TP[. ALPINE Q:� STK3%OF f 0 T L 0. 3 7. 0 P S F S E 0 N 34818 CONNECTORS ARE MADE OF ZOGA ASTM A. GR40 GALV. STEEL. EXCEPT AS NOIEO, APPLY CONNECTORS TO EACH FACE OF iR USS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER l�8 .RQRj(3j�%� - -- —'—'-' DRAWINGS L50 A Z. IHE SEAL ON iRtS GRAYING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING siorin%. D U R . F A C . 1 .25 FROM MG K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENI DESIGN SHOWN THE SUITABILITY AND USE OF THIS __..-. Haines City, FL, 33844 COMPONENT FOR ANY PARICULAR BUILDING IS THE RESPONSIBILITY OF IHE BUIl01NG DESIGNER. PER S PAC I N G 2 4 . O " J R E F - 1 R Z Z 0 8 1 _Z 0 4 FL Certificate of Authorization # 567 1 ANS I I I P I 1 1996 SECTION 2. 6V Tn11cc AIC0 (SUtiZ/ - UIJ/U/b ZJb1b - AZA) Top chord 2x4 SP #1 Dense :11, T5 2x4 SP #2 N: Bot chord 2x4 SP #2 N :82 2x4 SP #1 Dense: Webs 2x4 SP #3 Calculated horizontal deflection is 0.14" due to live load and 0.12" due to dead load. Deflection meets L/240 live and L/180 total load. Creep increase factor, for dead load is 1.00. 120 mph wind, 11.68 ft. mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. WARNING: furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5X8= 3X4= 6X6= 3X4= 6X6= 5X8= 2 X 4 �billw P ARlim, PA AV i PAAr i. rAA i 1 1 3X4= 6X6= 1�XB= NS412= 4X4= 6X6= 5X5(A2) 5X5(A2) 1 0 0 1-0-0 9-0-0 I 32-0-0 I 9-0-0 _I 50-0-0 Over 2 Support is Rs1904 U=579 W=8' R=1904 U-579 W=8" -& PLT TYP. Hi h Stren th,Wave TPI-95 Design Crit: TPI STD 6.13 OTY:1 H1 - 1 E - - Scale 6.125" Ft. *WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE - T C L L 20.0 P S F R E F R O 8 1-- 5 3 0 DATE 0 2 / 0 3 / 0 3 INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MADISON. NI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED C: P I T C D L 7.0 PSF 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�1�=" tiFT`fi�Y C9�'L p I BC DL 10.0 PSF DRW HCUSR081 03034084 -..- H C- E N G J W C/ W P F BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICAT[N6. HANDLING. SHIPPING, iNSTALLING AND •* 4 p B C L L 0. 0 PSF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAI. DESIGN _- S L 0 N - 34830 -- _ SPECIFICATION PUBLISHED BY IHE AMER IC AN FORAND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2GGA AST. A653 GRAD GALV. STEEL. EYCEPT AS NOTED. APPLY CONNECTORS TO O� srp� c� y TOT. L D . 37.0 P S F E ACN FACE Of IRUSS. AND UMlE55 OTHERW [SE LOCAIED ON "'I DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �E -•L-- '. D(1R J A C . 1 . 2 5 FROM MG K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABILITY AND USE OF THIS —•`° SPACING L 4. 0" J R E F - 1 R Z Z 0 8 1_ Z 04 Haines City, FL 33844 FL Certificate ofAuthorizattonit567 COMPONENT FOR ANY PARTICOLAR BUILDING IS THE RESPONSIBTLITY OF THE BUILDING DESIGNER, PER 1 ANSI/TPI 1-1995 SECTION 2. uc uC0 t�lUbz/ - V13/U/b z3bin - AIAV) Top chord 2x4 SP 2400f-2.OE :1-2, T6 2x4 SP #1 Dense: Bot chord 2x6 SP #2 N :B2, B3 2x6 SP 2400f-2.OE: Webs 2x4 SP #3 :W2, W8 2x4 SP #2 N: :Lt Wedge 2x4 SP #3: SPECIAL LOADS --- --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.==1.25) TC From 54 PLF at -1.00 to 54 PLF at 51.00 BC From 20 PLF at 0.00 to 20 PLF at 50.00 BC 4255 LB Conc. Load at. 15.54 BC 168 LB Conc. load at 30.94, 32.94, 34.94, 36.94, 38;94 40.94 BC - 742 LS Conc. Load at 43.00 Calculated horizontal deflection is 0.16" due to live load and 0.14" due to dead load. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_9_nails) TOP CHORD: I ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : i ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 120 mph wind, 15.00 ft mean hgt. ASCE 7-98, CLOSED bldg, not located within 4.50 ft. from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ WARNING: Furnish a copy of this DWG to the installation contractor. 24" OC, BC @ 24" OC. Special care must be taken during handling, shipping and installation of 4 X 8 trusses. See "WARNING" note below. Calculated vertical deflection is 0.78" due to live load and 0.65" due to dead load at X = 26-4-1. 1.2X14 2X4 NI 8X10 2X4 III 6 r 6 10X14 az 8X14 : 2 X 4 III 3X4= 5X14 izF 4X6 (C3) = 6 M i�`MMEWDIIl T l 6 9-4-0 HS2510(C3) = 2X4 III HS816 = B2 8X10 = 8X8- 4X883 3X8= HS612 = 2X4 III 4X8(B3) 4 X 8 III 2 X 4 III R=4586 U-2124 W-8" 1 -oo--o R-5228 U-2713 W-8" 1-0-0 I 7-0-0 I 8-4-0 I 7-2-0 I 7-2-0 I 13-4-0 I 7-0-0 I 50-0-0 Over 2 Supports PLT TYP. Hi h Stren th,Wave TPI-95 Design Crit: TPI STD 6.13 QTY:1 HI 1 E - - Scale -.125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANO TC L L 20.0 P S F R E F R 0 8 1-- 531 BRACING. REFER TO HIG-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE - INSTITUTE. 583 O'ONOFRIO OR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO t T C D L 7. 0 P S F DATE PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `(, * ••„ **IMPORTANT** FORXISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSROBI 03034079 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO { ND. —.— BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND t B C L L 0.0 P S F H C- E N G J W C/ W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN f ALPINE SPECIFICATION PUBLISHED BY THE ANERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA AS A653 GR40 GAL . STEEL.. EXCEPT AS NOTED. APPLY CONNECTORS TO _ S�ij/��FF. Gf TOT . L D . 37.0 P 5 F S E Q N - 35562 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON IN IS DESIGN, POS IITON CONNEC TONS PER df�. WRTt)i' -- DRAWINGS t60 A-1. THE SEAL ON THIS DRAWING IRDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /�} A{."' D U R . F A C 1.25 FROM MG K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33W COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ft. CertificateofAutlloriration9567 ANSI/TPI 1 1995 SECTION 2. SPACING SEE ABOVE JREF LRZZO81_Z04 -1-IT /i nAnc a. nrMCMCTnMcI CIIRMTTTFn RY TRIIGi MFR (bUbZ/ - UIJ/U/b ZSbltf - Alb) Top chord 2x4 SP #1 Dense :Ti, T6 2x4 SP #2 N: :1`5 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W5, W7, W9 2x4 SP #2 N: SPECIAL LOADS — ----(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC From 54 PLF at 1.00 to 54 PLF at 51.00 BC From 20 PLF at 0.00 to 20 PLF at 50.00 TC 166 LB Conc. Load at 7.06, 9.06, 11,06, 15.06, 17.06 19.06, 21.06, 23.06, 26,94, 30.94, 32.94, 34.94, 36.94. 38.94 40.94, 42,94 TC 165 LB Conc. Load at 26.94 BC 465 LB Conc. Load at 7,00, 43 00 BC 75 LB Conc. Load at 9.06, 11.06, 15.06, 17.06, 19.06 21.06, 23.06. 26.94, 30.94. 32.94. 34.94, 36.94, 38.94, 40.94 IBC 82 LB Conc. Load at 26.94 (A) IX4 #3 HEM FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 6d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. iDeflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 2 Complete Trusses Required NAILING SCHEDULE: (0.1280.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING, BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 120 mph wind, 15.00 ft mean hat. ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge. CAT 11, EXP B, wind TC DL-5.0 psf. wind BC OL-5.0 psf. (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species. grade, and 60% length of web member. Attach with 0.1280" gun nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. TRUSS MAY NOT BE INSTALLED END FOR END 6X6= 5X8= 6X6= 6X6= 6X6= �� U W7 Jj:;� W9 \\ 9-4-0 2 X 4 III r-1 nv 3X46X6 3X6(Al) = 6X6= 6X8= = = 3X6(Al) 2 X 4 III 1-0 0 1 Q---13-0-0 31- 12-1-10 � 7-0-0 I 36-0-0 _I_ 7-0-0 _I 50-0-0 Over 4 Supports j R-676 U=213 W=8" R-2214 U=1032 W-8" R=3939 U=2004 W=11.313" R-1868 U=794 W=-8" CP PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 ;1TY:1 FlIi i - E Scale—.125"/Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TC L L 20.0 P S F R E F R 0 8 1-- 532 BRACING. REFER TO H1B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I M ST ITDT E. 583 D'OMOF 0.10 OR.. SUITE X. MAD ISON. NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED ZER q R i"C D L 7.0 PSF DATE 0 2 / 0 3 / 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *•IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED E.0 DL 10.0 PSF DRW HCUSROBI 03034098 PRODUCTS. INC. SHALL NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO No. n - BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND B C L L 0. 0 PSF F H C- E N G J W C/ W P F ALPINE -1 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN p, SPECIF [CAT ION PUBLISHED BY THE AMEA ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE M. -- O� CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO.._to .,.p TO I . L D . 37.0 PSF S E Q N - 34849 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TNIS Df SIGN, POSITION CONNECTORS PER(�'yA,. f �----- — DRAWINGS 160 A Z. THE SEAL ON THIS OR WING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINE€RING NA)- D UR . F A C . 1.25 FROM P F Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS _ Haines City, FL 33W COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER S PAC I N G 24. 0 " J R E F - 1 R Z Z 08 1 _Z 0 4 FLCertificate ofAuthorization#567 1 ANSI/TPI 1-1995 SECTION 2. tSUbe/ - V13/U/0 Z301b - bi Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. 0-6-3 3X4( 4X4= 120 mph wind, 12.01 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL-5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. I 10-0-0 I 10-4-0 _I 20-4-0 Over 2 Supports mul �3 R-147 U=231 W=4" R-812 U=292 W=8" (P PLT TYP. Wave TPI-95 Design Crit: TP! STD 6.13 _ QTY:5 HI 1 E - Scale —.3125" Ft. "WARN TRUSSES REGUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INST ALL IMG ANO BRACING. kEf ER 10 HIS 91 (HANOLING INSTALLING AND BRACING). PUBL ISHEG PY TPI (TRUSS PLATE ! C L L 20 0 P S F R E F R 0 8 1-- 5 3 3 DATE 0 2 / 0 3 / 0 3 I NIT 11UT E. 513 O'ONOF 110 OR., SUITE 200, MA O ISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERF ORMIMG THESE FUNC1f0NS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED "(1rA P �; - 1 C D 1. 7 .0 P S F STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y1�gtIFIo""^�"� '�9.Y, cX�' BC DL 10.0 PSF ORW I-ICLISR061 03034092 PRODUCTS. INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO H C- E N G J W C/ W P F ALPINE BUILD THE TRUSSES IN CONFORMANCE WTTH iPt: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICADLE PROVISIONS OFNOS (NATIONAL DESIGN B C L L 0.0 P S F S E Q N - 34812 - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CON NECTO0.S ARE MADE OF 20GA ASTM A653 GR40 DALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �y�4 O� STItT- of ;TV Jam(! .(�, T 0 T . L D . 3 7 . 0 P S F EACH FACE OF TRUSS, AND UNLESS OTHERN ISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ,p �`aj` LQAIQ�:,-y� D U R F A C 1 25 FROM KC DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /Q...... ' Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS . . . S P AC I N G 24 . 0" J R E F - 1 R Z Z 0 8 1_Z O 4 Hamel City, FL 33844 FLCerificateofAuthorization#567 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 1995 SECTION 2. -I-1-IC DV TD..�Z A1r0 t7VO4/ - ViJf U/0 C3010 - D") Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 N: Bot. chord 2x4 SP #2 N Webs 2x4 SP #3 1n lieu of structural panels or rigid ceiling use pur3Ins: to brace TC @ 24" OC, BC @ 24" OC. 0-6-3 3X4 4X4= 4X6= 120 mph wind, 10.35 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. T2 6 I— 6 8-0-0 3X4= 5X5= B1) 2X4(A1) 1IE 1 1- 8-8-0 I 2-8-0 I 9-0-0 _I ME 20-4-0 Over 2 Supports 31 R=747 U-208 W=4' R-812 U-267 W-8" a? PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:i HI 1 E - Scale=.3125" Ft. "WARNING* ` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ANO I C L L 20 . 0 P S F R E F R 0 8 1-- 534 8RACING. REFER TO H18 91 (H ANOL ING IN AND BRACING). PUBLISHED 8Y TPI (TRUSS PLATE _._ INSTITUTE. 583 O'0NOF 0.10 DR.. SUITE 20 G. MA015a NI 53719). FOR SAFETY PR aCTiCES GR lOR TO PERFORMING (HE SE FUNCTIONS. UNLESS 01HEkW[SE 11) ATED. 16P CY.OkD SHALL HAVE PRUGERIY ATTACHED �SR p /: T C D L. 7. 0 P S F DATE 0 2/ 0 3/ 0 3 STRUCTURAL PANELS. 80T10M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `y1p41Fdy�� --- "IMPORTANT" FI+RNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ! �� BC Di- 10, 0 PSF DRW HCUSRO81 03034080 PROOOCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DE VIATIOM FROM THIS DESIGN: ANY FAILURE TO �• .. BUILD THE TRUSSES IN CONFORMANCE WTIN TPI: Oft FABRICATING. HANDLING. SHIPPING. INSTALLING AND .Q, B C i..L O . O PSF H C - E N G J W C / W P F ALPINE BRACING OF TRUSSES, THIS DESIGN CONFOkMS WITH APP(. )CABLE PA OVISfONS OF ND5 fNAt[ON AI DESIGN SPECIFICATION PUBLISHED BY IHE AMERICAN FOR EST AND PAPER AS SOC IATIONI AND TPI AL GINE OF _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. SiE€L. EXCEPT AS NOTED. APPLY CONNECTORS TO p��aa ' O T . L D . 3 7 .O P S F S E Q N 34811 EACH FACE OF TRUSS. AN UNLESS 0 HERNJSE LOCAFEO ON THIS DE <_{GN. POSITION CONNECTORS PER ORAWINGS 160 A Z. THESEAL ON IHIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING As/OfypLE D O R . F A C . 1.25 FROM MG K Alpine Engineered Products, Inc. RESPON SI8ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUJTA8ILITY ANO USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 4 HE IXESPON SIBILIIY OF THE BUS LDING DESIGNER. PER FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. SPACING 24.0" JREF - 1RZZO81_Z04 7UbL/ - Ll 13/LI/u 630113 - I)IU) r i.,7: r— naroAern CD11M I'r1Mn11Tr0 IAIDlIT ii nanC R rIIMrldS I rINSI SIIRMT TTFF) BY TRUSS MFR. Top chord 2x4 SP #1 Dense :12 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, 8C @ 24" OC. • 4X8= 2X4III 120 mph wind, 15.00 ft mean hgt, A.SCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind IC DL=5.0 psf, wind BC DL=5.0 psf. #1 hip supports 7-0 0 jacks with no webs. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4X8= T2 6 —1 6 ;E6 8-0-0 2X4III 3X8= 5X5= 3X8(B1) = 3X8(B1) 1I 0 OI 1�G I 7-0-0 I 6-8-0 I 7-0-0 _I 6h 20-8-0 Over 2 Supports R-1554 U-608 Wa8" R-1554 U-608 W-8" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 OTY:1 fL' ! 1 E Scale s.3125" Ft. --WARNING-' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 0 8 1-- 5 3 5 BRACING. REFER TO HI 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE - [MST ITOFE. 583 O.0NOFRI0 DR.. SUITE 200. MADISON. WT $3719), FOR SAFETY PRACTICES PRIOR TO T C D L 7. Q P Sf D A T E 0 2 0 3/ 0 3 PERFOR MING 78E S€ FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED '�FA �? �.� / / ST NUCIORAL. PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �V,' 9 ""IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREO 'C1�� %� �3C DL 10.0 PSF DRW HCUSRO81 03034074 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE PON ANY DEVIATION FROM IRIS DESIGN; ANY FAILURE TO D. p BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING HANDLING. SHIPPING. INSTALLING AND O C i_I. Q, Q P S F H C- E N G J W C/ W P F A�� BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN __ SPECIFICATION PUBLISHED BY THE AH(RICAN FORESI AND PAPER ASSOCIATION) AND TPI. ALPINE ATIE Or1 1 QI L O. 37.0 P S F S E Q N - 34844 C GMNECTORS ARE MADE OF 2OGA ASTM a653 GR 4O GALY, STEEL, EXCEPT AS NOTED, APPLY CONNECTORS 10 .(� EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCA TEG OM IH 15 DESIGN. POSITION CONN ECIORS PERCQflVDI �, ------ — --- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING sipjy~Al, D U R . F A C . 1 . 2 5 FROM MG K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS INC RESPONSIBILITY OF IN[ BUILDING DESIGNER. PER SPACING S E E ABOVE J R E F - 1 R Z Z 0 8 1 _.Z 0 4 FI. Certifxat6 of Authorization 4 567 1 ANSI / T P I 1 1995 SECTION 2. bUbZ/ - U16/U/b ZSblt5 - 161 -1—TT rcn cv TDnCf T4FR Top chord 2x6 SP 2400f-2.OE Bot. chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W2, W4 2x4 SP #2 N: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.-1,25) TC From 54 PLF at 0.00 to 54 P1.F at 13.92 BC From 20 PLF at 0.00 to 20 PLF at 13.92 TC 609 LB Conc. Load at 0.65, 2.65, 4.65, 6.65 BC 566 LB Conc. Load at 1.98, 3.98, 5.98, 7.98 BC 616 LB Conc. Load at 8.65, 10.65, 12.65 BC 557 LB Conc. Load at 9.98, 11.98 End verticals not exposed to wind pressure. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. Truss must be installed as shown with top chord up. 3-4-0 6X6= 3 X 4 III 2X4 III 13-11-0 Over 2 Support 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0,--g_nails) TOP CHORD: 1 ROW @ 8" o.c. BOT CHORD: 1 ROW @ 4" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. W1610 3-4-0 9-4-0 R-4436 U-2113 W-8" R-4255 U-2057 PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale -.375" Ft. ALPINE —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MAI ISON, WI 131111 FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAY, PROPERLY ATTACHED 5TRUCT URAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RE SPON SIBIE F00. 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 - SWk F F - �C "A ��' j"�� (K`. '�NK7 TC L L T C D L BC DL bC L L 20.0 7. 10.0 0. 0 0 P S F P S F PSF P S F R E F R 0 8 1-- 536 DATE 0 2/ 0 3/ 0 3 DRW HCUSR081 03034075 - --- H C-ENG JWC/WPF S E O N - 34850 SDEC IF TC AT ION PUBLISHED BY THE AMERIt AN FOREST AND PAPERA550CiATION) AND TPI ALPINECONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES DESIGN. OF PROFESSIONAL ENGINEERING �`, '=F ( A(oFilva'el. �iSZ/QN L TOT . L D . 3 7 . 0 P S F - O U R - FAC . 1 . 2 5 F R O M M G K Alpine Engineered Products, Inc. Haines City, FL 33844 FLCuuficateofAudionzation#567 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 ANSIJTPI 1 1995 SECTION 2. SPACING 24 . 07, J R E F l R Z Z OS 1 _ Z 0 4 n ruc ucinuci CHDMITTCn aV TRIICf METZ LSUbe/ - V16/U/b 13b1t3 - UZ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. I` 5X52 4X4= 5X5- 3.96 r-4X4 = --1 3.96 120 mph wind, 11.14 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 6 6 0-6 9-4-0 3X8= 3X4= 2X4(A1) = 3X4(B1) i[r °y 5-10-11 I 1.5 2 I i -0-61.5.1 i 5-6-11 _I 15-4-0 Over 2 Support P.=627 U=271 W=8` R=561 U-203 W-4" 2 PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale =.375" Ft. —WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND RR ACING. REFER TO HIH-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S83 D'ONOFRIO OR.. SUITE 200. MADISON. W1 53)19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED - '(ERE, �.1.' TC T C L L D L 2 0. 7. 0 0 P S F P S F R E F R 0 8 1-- 537 _ DATE 0 2/ 0 3/ 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ..I "*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED_"9 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE F00. ANY DEVIATION FRom THIS OE SIGN: ANY FAT LURE i0 THE TRUSSES IN CONFORMANCE NITN TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND IF ���r —1�{/� (l$. BC B C DL L L 10.0 0. 0 PSF P S F DRW HCUSR081 03034086 H C- E N G J W C / W P F ALPINE BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN :RAC 7� ' S E O N - 34828 '-- SPECTFICATLOM PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO . 1 S,pTA O�F,,� T 0 T . L D . 37 . 0 P S F EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'ti�i?�✓_t(? AL D U R . F A C . 1 .2 5 FROM MG K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING _ 24 . 0" J R E F - 1 R Z Z 08 1_ Z 0 4 Haines City, FL 33844 FLCertificate ofAuthonzation0567 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 1 ANSI/tat I-1995 SECTION 2. tnuuef - L113/U/0 Lb010 Ulu rnr n„, nnrnin— cnnu 1--TC0 TWO11T /I nAnc a nTMCNCTnN1Z1 CIIRMTTTFIT RY TRIISS MFR Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B,,wind TC,DL-5.0 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4X4= 4X8= SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DOR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 15.33 BC From 20 PLF at 0.00 to 20 PLF at 15.33 TC 56 LB Conc. Load at 2.33 TC 100 LB Conc. Load at 5.00, 10.67 TC 200 LB Conc. Load at 6.37, 9.29 TC 114 LB Conc. Load at 7.83 TC 62 I-B Conc. Load at 13.34 BC 30 LB Conc. Load at 2.33 BC 44 LB Conc. Load at 5.00, 10,67 BC 93 LB Conc. Load at 6.37, 9.29 BC 50 LB Conc. Load at 7.83 BC .32 LB Conc. Load at 13.34 3.96 6 (— 3.9 6 5X5 5X5 6 0-6-3 9-4-0 4—� 3X83X 4X4(A2) = 4X4(B1) it lo 0 1 l 2-3-15 I 4-0-9 I 2-11-0 I 4-0-9 I_1 11 15_i 15-4-0 Over 2 Supports R=1223 U=701 W=8" R-1183 U-664 W-4" V PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 — OTY HI/ 1 E Scale s.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE TO FABRICATION, HANDLING, SHIPPING. INSTALLING AND TC !' L 20. 0 PSF R E F R 0 8 1 - - 5 3 8 BRACING. REFER TO MI6 91. (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE - - INSTITUTE. 5$3 D'ONOFRIO DR.. SD I TE 'DO. MAOISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO P E RFORN I. THESE FGNCTTONS. UNLESS OTHERWISE IMD[C ATED. TOD CHORD SHALL HAVE PROPERLY ATTACHED ER a, p .. T C.. D L 7.0 P S F DATE 0 2/ 0 3/ 0 3 STRUCTURAL PANELS. BOTTOM CNORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. yL TtFI "•^+� **IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J% c� I RC DL 10.0 PSF DRW HCUSR081 03034083 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING ANO B C L L 0.0 P S F H C- E N G JW C/ W P F ALPINE OR OF TRUSS€S. THIS OE SI GM CONE ORMS NITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN` SPECIE ICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER AS IATION) kN0 TPI. ALPTNE CONNECTORS ARE MADE OF 2OGA ASIR A653 GR4O GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �+ STATE OF' T O T .f_ O . 3 7 . 0 P S F S E Q N - 34848 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER8 :2OptS'J*✓�}S' . — DRAWINGS 160 A'Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING SipNp�� D'IR . F A C . 1 . 25 FROM KC Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33W COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING Z 4 . 0 H J R E F - 1 R Z Z 08 1_Z 0 4 FL Certificate Of AuthonzaUOn # 567 1 ANSI/TPI 1 1995 SECTION 2. hUbZ/ - Ul3/U/6 Z3bltl - U Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24' OC. sF31M 120 mph wind, 11.39 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL-5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 1IE 7-10-0 I 7-7-0 _I 15-5-0 Over 2 Supports R-629 U-275 W=8" R=566 U=208 0-5-11 � �9-4-0 c� PLT TYP. Wave TPI-95 Design Crit: 1P[ STD 6.13 OTY:4 NI 1 E - Scale —.375" Ft.. **WA.RNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND - I C L L 20. 0 P S F R E F R 0 8 1-- 5 3 9 BRACING. REFER TO H18-9L (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP1 (TRUSS PLATE INSTITUTE. 583 D'ONOFk10 OR., SUITE 200. MADISON. NI $3719). FOR SAFETY PRACTICES PRIOR TO R T C D L ] , 0 P S F DATE O 2 / 0 3 / 0 3 PCk OkNING THESE FUNCTIONS. UNLESS OTHERNf SE SON lCA IED. TOP CNORO SHALL NAPE PROP f RLY ATTACHED �j STRUCTURAL IN ELS. BOTTOM CHORD SHALL HAY( A PROPERLY ATTACHED RIGID CEILING. LQLi%FI(`yp '*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � v�•.`* LTC DL 1,Q,0 PSF DRW HCUSROBI 0303G082 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 q - ALPINE BRACING OF TRUSSES. THIS OE SIGN CONFORMS NITH ADPLICABLL PROVISIONS OF NO (NATIONAL DESIGN �'j tJC LL 0.0 PSF HC ENG JWC/WPF SPECIf [CATION PUBLISHED BY THE AVER IC AN FOREST AND RAPER ASSOCIATION) ANO TPI. ALPINE �; K.t CONNECTORS ARE MADE OF 20GA ASTM A653 GR4D GALY. STEEL. EXCEPT AS NOTED. ADPIY coxx(croks To TOT . L D . 3 7 .0 P S F S E Q N - 34832 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER- LORIOP✓y - -- — - DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /OHAt D U R . F A C . 1 . 25 FROM MG K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS _ Haines City, FL 33844 CONPONENI FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24 . 0" J R E F - 1 R Z Z 08 1_Z 0 4 FLCerti6cateofAuthorization #567 ANSI/TPI 1.1995 SECTION 2. knuuel - U1J/U/O 4-30113 - l,L r��rc n•,r nncnanCn Cnnu rn 1TCD IMMIT n Ainc R nTMCMCTnacl CIIRMITTFII RY TRIISS MPR Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 in lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. 4X4= 120 mph wind, 11.39 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft, from roof edge, CAT It, EXP B, wind TC DL-5.0 psf, wind BC DL=5.0 psf. Deflection meets L1240 live and L/180 total load. Creep increase factor for dead load is 1.00. T 1-1I0-3 __C_ 1I� 1 7-10-0 I 4-10-0 I_ 2-9-0 J 9-4-0 No 15-5-0 Over 2 Supports R=638 U-273 W-8" R=557 U=210 (9 PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 _ QTY:1 HI 1 E Scale =.375" Ft. -;WARNING'- TRUSSES REQUIRE EXTREME CARE IN FABRICA110N, HANDLING. SHIPPING. INSTALLING AND TC L L 2 0. 0 P S F R E F R 0 8 1-- 540 BRACING. REFER TO HIB 91 (HANOLING INSTALLING ANO BRACING),, PUBLISHED RY TPI ("I SS PLATE 1NSTITU TE, 583 D'ONOfR10 OR.. SUITE 200. MADISON, NI 53719),. FOR SAFETY PRAti ICES PRIOR i0 �.p - PERFORMING THESE fUNCiSONS. UNLESS OTHERWISE INDICATED. TOP CH00.0 SNAIt HAYf PROPERLY ATTACHED '� �LAP,�.TC D L 7. D P S F DATE 0 2 J 0 3/ 0 3 SIR UCTURAI. PANELS. 86TTOM CNORO SN ALi. NAPE A DROPERLY ATiAC HED RIGID CEILING. .J'n't{FlL' .,y .;IMPORTANT- FURNISH FURNISH A COPY OF THIS OESIGx r0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C�Tf'J �1 BC pL 1Q.Q PSF DRW HCUSR081 0303A018 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO i No* pp --- BUILD THE TRUSSES IN CONFORMANCE KITH TPI: OR FA.BRICRTING, HANDIIN6. SHIPPING. INSTALLING AND ax U C L L 0. 0 P S F H C- E N G J W C/ W P F BRACING OF TROSSE S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ A L P I N E SPECIFICATION PUBLISHED BY THE AMERICAN FOkEST 4N0 PAPER ASSOCIATION) AND TPI. ALPINE` CONNECTORS ARE MADE OF TOGA ASTM A653 GR40 GAIV. STEEI. EXCEPT AS NOTED. APPLY CONNECTORS TO a• SpTA�T_E 4 T 0 T. L 0. 37.0 P S F S F Q N - 34833 EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED OM THIS DESIGN. POSITION CONNECTORS PER •�VEilO�'�j ------ DRAWINGS 160 A 2. THE SEAI ON THIS DRAWING INDICATES ACCEPTANCE 0f PROFESSIONAL ENGINEERING sbNl�L v D U R . F A C . 1 .25 F ROM MG K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS _ Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S PACING 24 .0 " J R E F 1 R Z Z 08 1.__Z D 4 FL Certificate of Authorization 9 567 ANSU TP I 1.1995 SECTION 2. BOUT TTCf. Dv TDIJ;ZC MCC (SubZ/ - L11,3/u/b Z3blb - L.31 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. 4X4= 120 mph wind, 11.39 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft. from roof edge, CAT 11, FXP B, wind TC 01=5.0 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 2-10-3 1l L° o 7-10-0 I 2-10-0 I 4-9-0 _I 15-5-0 Over 2 Support *9-4-0 C3 3N R-638 U_P67 M-8" R=557 U=219 3 PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 OTY:1 HI 1 E Scale —.375" Ft. -;WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 2 0.0 P S F R E F R O$ 1-- 541 BRACING. REFER TO HIS-91. (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $83 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES P0.10R TO PERFORMING THE 5E FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �(tH h,F..t� TC D L 7.0 P S F DATE 0 2/ 0 3/ 0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 10 CEILING. ""IMPORIAHT"" F09MISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f �, 1r BC DL 10.0 PSF DRW HCUSR081 03034089 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE: FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO r ha. �•� ..11 BUILD THE TRUSSES [N CONFORMANCE WITH TP[: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AMO p C L L. 0.0 P S F H C- F N G J W C W P F 7ALPINE 8RAClMG OF TRUSSES. THIS DESIGN CONf00.MS NIT APPLICABLE DkOvlSibNS OF M05 (NATIONAL DESIGN ro• _ / SPECIFICAIION PUBLISHED BY THE AMERICAN FOREST AND PAGER ASSOCIAT TOM) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A6E3 GR40 GALv. STE[l. EXCEPT AS NOTED. APPLY CONNECTORS To �' STATE Of: Of: T U T . L D . 37.0 P S F S E U N - 34834 EACH FACE OF IR USS, AND UNLESS OTNERMt SE LOCATED ON THI$ DESIGN POSl110N t0NNECi ORS PER 'y-.`0Fjq %{y f� - DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V/ .. D U R . F A C . 1.25 FROM MG K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS Haincs City, FL 33844 COMPONENT FOR ANY PARTICULAR BVILOT G IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24 . 0" J R F F - 1.R Z Z 0 8 1_ Z 0 4 FL Certificate of Authorization N 567 ANSI /TPI. 1. 1995 SECTION 2. (nUb4l - U13/I1/b 4301t5 - HI) TCIICC MCC Top chord 2.x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt. Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Deflection meets L/240 live and L/180 total load. Cret-p increase factor for dead load is 1.00. 4X4 120 mph wind, 14.64 ft mean hgt, ASCE 7-98. CLOSED bldg, not located within 4.50 ft from roof edge, CAT ll, EXP B, wind TC DL-5.0 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. �1 6 F— —I 6 12-8-0 2 X 4 III 2X4(A1 = 2X4(A1) 3X8 III 3X8 III 10 0 5-0�1-0-00 7 6-0 I 7-6-0 _I 15-0-0 Over 2 Supports R=609 U-334 W-3" R=609 U=334 W=3" C35) PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:2 liI 1 - E Scale 6.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE _ 1 T C L L 2 0. 0 P S F R E F R 08 1-- 542 DATE 0 2 / 0 3 / 0 3 INSTITUTE. 593 D'OMOFRIO OR.., SUITE 200. MADISON, NE 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD SHALL HAVE PROPE9LY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 � ? p TtF - `��Hr lW]• TC BC D L DL 7 . 10.0 0 P S F PSF DRW HCUSR061 03034091 H C- E —___—__ N G J W C/ W P F BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN �. . B C L L 0.0 P S F 7ALPINE SPECIFICATION PUBLISNEO DY THE AMEkICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE COXNEC TORS ARE MADE OF 20GA AES M A653 GR 40 GAL Y. 5iEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �.�� i' flatO rr,> T 0 T . L D . 3 7 . 0 P S F S E 0 N - 34835 ----- D U R F AC 1 FROM MG K DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONE Hi DESIGN SHON N. THE SUITABILITY AND USE OF THIS . . .25 SPACING ---- 2 4 . 0 " J R E F - 1 R Z Z 0 8 1 _ Z 0 4 Haines City, FL 33844 FL Certificate of Authorization # 567 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AN 5I / TP I 1 1995 SECTION 2. (SUbZ/ - IL13/U/b "Z3bIb - I1Z .... ,. ...... .... �,,. ��.. �...,.., ........rc„ ..�n„r .i n.nc u n, u-r AMC) CIIa. 1 TTCn OV TO IICC MFO Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 1' 4X4= 4-0-3 120 mph wind, 14.64 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 2.4" OC, BC @ 24" OC. 2X4 III l� 3-9-5 9-4-0 A 1-121 �-1-8-0� o I- 6-10-0 I 7-3-12 _I LGE 14-1-12 Over 2 Supports j R=616 U=357 R=582 U=322 W-3.5" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:3 HI 1 E - - Scale =.375" Ft. "•WARNING*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING- INSTALLING AND T C L L 2 0. 0 P S F R E F R 08 1 - - 5 4 3 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE .. - INSTITUTE. 563 O'ONOFRIO OR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �'(ER P �;� T C D L 7 .0 P S F DATE 0 2 / 0 3 / 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *"IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -"Il�,• BC DL 10.0 PSF DRW HCUSR081 03034068 PR OOUCT S. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRO THIS OE SIGN: ANY FAILURE TO �. ---- — BUILD THE TRUSSES IN CONFORMANCE WITH TPL OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 8 C L L 0. 0 P S F H C- E N G J W C/ W P F ALPINE BRACING OF TRO SE S. THIS DESIGH CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN VI SPECIFICAIIow PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE p` CONNECTORS ARE MADE OF 10GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO —1 •STATE � � T 0 T L D . 37 .0 P S F S E Q N - 34836 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. P051 TION CONNECTORS PER r •RORVOw— -- -- tQ'e.��. DRAWINGS 160 A-Z. THE SEAL ON PHIS GRAN INS INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING a'/p�JAL D U R . F A C . 1.2 5 FROM MGK Alpine Engineered Products, Inc. RE SPONSIBILTTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS _ Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24. D" J R E F - 1 R Z Z 0 8 1 _Z 0 4 FL Certificate of Authonzauon#567 A.SIltP. 1 I., SECTION 2. „,., .,, — n . — 1-1 1-1iT— I.in..T 11 nAnC a nT MT: MC T nMCI CIIRMTTTFTI RY TRIItC MFR knunzI-U13/U10 C3016 - n3u) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: #1 hip supports 7-0-0 jacks with no webs. 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24” OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4X4= 4X4= 6f— �6 U eZ * 12-8-0 3X4= 4(A1 2 X 4 / 2X4 (A1) 3X8 III 3X8 III I I O y0-5-0- 3-9-6 a.. 0 5-t�Q 1-0 0 7-0-0 I I 7-0-0 J �3G 15-0-0 Over 3 Supports R-393 U-248 W=3" R-910 U=401 W=4.243" R-825 U=439 W=3" PLT TYP. Wave TPI95 Design Crit: TPI STD 17.3s OTY:1 H 1 E - Scale -.375" Ft. -'WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING, REFEk TO HT8 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'OWOFRIO OR.. SUITE 200. MADISON. MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ST RUCTUkAI PANELS. BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED kIG ID 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 FAR URE TO _ � SR P, �• F TC L I I C D L 8C DL 2 0.0 7. 10.0 P S F 0 P S F PSF REF R 0 8 1-- 5 4 4 D A T E 0 2/ 0 3/ 0 3 DRW HCUSR081 03034103 H C - F N G J W C / W P F - ALPINE BUILD THE TRUSSES IN CONFORMANCE WI7H TP [: OR FABRICATING. HANDLING, SHIPPING, I S7 ALLING AND BRACING QF TRUSSES. THIS DESIGN COMFORN$ WITAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN HAND V 9a B C I_T 0.0 P S F S EON - 10778 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST PAPER ASSOCIATION) AMD TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO STATE r T OT . L D . 3 7.0 P S F EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ;ZOR1rOP3''fj�' s�oivAl.ti`' ---- D U R . F A C . 1.2 5 FROM M C W Alpine Fn6neefed Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONE RT DESIGN SHOWN. THE SUITABILITY AND USE OF SPACING S E E ABOVE J R E F 1 R Z Z 0 8 1 _Z 0 4 Hain= City, FL 33844 FL Certificate of Authorization#5b7 COMPONENT FOR ANY PARTICULAR BUILOING IS THE RESPONS181LITY Of THE BUILOfNG DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. (50627-013/U76 23618 - HJ7H) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU8Mti1tU by IMUSb Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In 11eu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. Sub -fascia beam assumptions: 4-0-0 sub -fascia beam on the 0-7-1 cantilever side. 4-0-0 sub -fascia beam on the 0-7-1 cantilever side. PROVIDE ( 3 ) 160 TOE -NAILS AT TOP CHORD. PROVIDE HANGER OR SPECIAL CONNECTION AT BOTTOM CHORD. 0-4-3 V 3X4(A1) �1 5 0 0 10 0 8-10-9 _1 120 mph wind, 15.00 ft mean hgt, ASCE 1-98, CLOSED bldg, Located anywhere in roof, CAT II, EXIT B, wind TC DL-5.0 psf, wind BC DL=5.0 psf- The following trusses need concentrated loads at the end of their overhangs: 3-0-0 span/setback member on the 0-7-1 cant side requires 21 lbs and the 3-0-0 span/setback member on the 0-7-1 cant side requires 21 lbs. H1pjack supports 6-11-8 setback jacks w/vert over bearing only. 0-7-1 cant one face, 0-7-1 cant opposite face. 16-2-- 4 R=213 U=183 3-9-15 12-8-0 �-- 9-10-1 Over 3 Supports R=113 PLF U=57 PLF W=3-2-0 `/ R=239 U=180 PLT TYP. Wave TPI95 Design Crit: TPI STD 6.13 OTY:2 HI 1 E - Scale —.375" Ft. "WARNING" TRUSSES PEOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND T C L L 20. 0 P S F R E F R 0 8 1-- 545 BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP( (TRUSS PLATE - (NSryiUtE, 583 D'ONOFRIO OR., $U[iE 200, MAO150N. YI 53719). FOR SAFETY PRACTICES PRIOR 16 11 FORk1NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORG SHALL HAVE PROPERLY ATTACHED tER P, F T C D L 7. 0 P SF DATE 0 2/ 0 3/ 0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANr_ FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED "'1T%:'' BC DL 10.0 PSF DRW HCUSR081 03034102 PRODUCTS. INC. SHALL NOT BE RE SDONSIBLE FOR ANY DEVIATION FROM THIS DESIGN : E$IGN: ANY FAILURE IG } �`• ` BUILD THE TRUSSES IN COMFORMAMCE Y17H TD1: OR FABRICATING. HANDLING, $HIPPING. IMSTALLING AND BC C L L 0. 0 P S F H C- E N G J W C/ W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN v_ SPEC IF IC AT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CON HECTORS TO ON STATE (W . TOT . L D . 37 . 0 P S F S E O N - 10791 EACH FACE OF TRUSS. AND UNLESS OT HERWI5E LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RORi'rt --' ORAYINGS 160 A_Z. THE SEAL OM THIS DRAW ING IN ICA T ES ACCEPTANCE Of PROFESSIONAL ENGINEERING SbNA4.'(cD U R . F A C . I . 25 FROM M C W Alpine Engineered Products, Inc- RESPONSIBILITY SOLELY FOR THE YR USS COMPONENT OESIGN SHOM N. THE SUITABILITY AND USE OF THIS --_ Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE NESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING S E E A B O V E J R E F - 1 R Z Z 0 8 1 _Z 0 4 FLC llcate Of Audionzzation#567 ANSI/TPI 1.1995 SECTION 2- UIOMT TTCn av roacc MrP (bUbZI - U13/U/b ZSbits - tJ/t:l Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 in lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. 2X4 (.._ 2X4A 4X4 3-10-3 120 mph wind, 11.43 ft: mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 9-4-0 L-1-8-8--J �7-0-0 Over 2 Supports-w R-106 PLF U-39 PLF W-4-7-8 R-30 U-219 PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY-1 FiI 1 E Scale =.375" Ft. -;WARNING`- TRUSSES REQUIRE EXTREME CARE. IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND TC L L 20. 0 P S F R E F R 08 1-- 546 BRACING. REFER TO RIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE _________ _ IN$TTTU tE. 58 1 O'ONOFR IO Dk.. SUITE 200. MADISON. Wl 53718), FOR SAFETY PRACTICES PRIOR TO PERF OkMI NG IRE SE FUNCT 10N5. UNLESS OTHERWISE IN0ICATED, IOP CNORO SN ALL NAVE PROPERLY ATTACHED `� SAD P. F� T C 0 L 7 .0 P S F D A T E 0 2 / 0 3 / 03 SIN', TURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHE(/ RIG IG C[ILING. pTIFI[>:Y�Y — -- --- "IMPORTAxT•- FURNISH A COPY OF THIS DESIGN 10 THE lNS7AL1aiIOx CONTRACTOR. ALPINE ENGINEERED (�J`('i 9�.� gC DL 1.0.0 PSF ORW HC_U_R081 03034085 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OES91GN: ANY FAILURE TO BUILD IRE TRUSSES IN CONFORMANCE WITH TPI: ON FABRICATING. HANDLING. $M IPI IxG. INSTALLING ANO pp ALPINE BRACING QF TRUSSES. TH15 DESIGN CONFORM$ WITH APPtiCARLE PgOVI510N5 OF NOS (NATIONAL DESIGN �_` L)C LL 0.0 PSF HC ENG JWC/WPF SPECIFICATION PUBLISHED BY TWE AMERICAB FOREST AMO PAPER ASSOCIATION'y ANO TPI. ALVINE Q STATE - CONNECTORS ARE MADE OF 20GA ASTM A€53 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T O T. L D. 37.0 P S F S EON 34838 EACH FACE OF i0. USS. AND UNLESS OtHEkWiSE IOCAiEO ON iH IS DESIGN. POS1tI0N CONNECIOkS PER:- 42iQ-.'(y" . --- --- - DRAWINGS I€O A.I. THE SEAL ON THIS DRAWING INDICATES ACCEPIaTICE OF PROFESSIONAL ENGINEERING �'%NAL D U R F A C . 1 .25 FROM M G K Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUS5 COMPONENT DESIGN SHOWN THE SLITA81111Y AND USE OF THIS __ Haines City, FL 338" COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER S P A C I N G 24. 0" J R E F 1 R Z Z 08 1_ Z 0 4 FL Certificate of Authorization 567 ANS[/iP! 1-1995 SECTION 2. rRnF97-nil 1117F, 21rIR - F.17F1 THIS ONG 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 structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. ' 2X4( 2 X 4 III 2 X 4 III 3-10-3 120 mph wind, 11.43 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft. from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Right end vertical not exposed to•wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 9-4-0 L-1-8-8-1-J �7-0-0 Over 2 Supports R=352 U=180 W=3.5" R-166 U=180 PLT TYP. Wave TPI95 Design Crit: TPI STD 6.13 _ 1TY:1 HI 1 E - Scale —.375" Ft. A L P I N E Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of Authorization N567 `*WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLIN6 ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE .MST IT UT E. 583 O'O40FRT0 OR.. SUITE 200. HAD ISO.. WI 13119). FOR SAFETY PRACIICES PRIOR TO $IRO TURAL PANELSFUBOI OMSCHUNOESH 0 MNRN SC PRDI OPERLYDATTACHEOORIGIOACEIL3XG.LL HAVE PROPERLY ATIACWEG *•IMPORTANT*• FURNISH A COPY OF IRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD IHE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPER G. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP PLLCABLE PkOYLSIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AHERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GRAD GALY. STEEL. EXCEPT AS NOIE0' APPLY CORRECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON IHIS DESIGN. POSITION CONNECTORS PER DRAWING$ 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSIBTLITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR 8HILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIITPI 1 1996 SECTION 2. R fi �'� STATE CF `, r T C Ll_. T T C D L BC DI_ B C L L T O T . L D . 20 .0 -7 .0 10.0 0. 0 _ 3 7 . 0 PSF PSF PSF P S F P S F R E F R 0 8 1 - - 5 4 7 DATE 0 2 J 0 3/ 0 3 DRW HCUSR081 03034101 H C- E N G J W C/ W P F S EON - 35545 D U R . F A C . 1.25 -- FROM MG K S PAC 1 N G 24 .0 ' SPACING J R E F 1 R Z Z 0 8 ] _ Z 0 4 bUbZ/ - UI.S/LI/b eJUIb - k JDbl 11na nC o nT Mr MC Tnuci c111IMTTTFn ILY TRIKC MFR lop chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. ` ,PROVIDE ( 2 ) 160 COMMON NAILS, TOE NAILED AT TOP CHORD. 'PROVIDE ( 2) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 2X4 (.._, 2 X 4 III 11-10-4 R=52 U=180 gh-9 9 =R 11=180 120 mph wind, 10.93 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT It, EXP B, wind TC DL=5.0 psf, wind BC DL-5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 2-10-3 L-1-8-8-IE 3-4-4—� �_5-0-0 Over 3 Supports R-308 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 (11Y:1 HI 1 E - Scale a.375" Ft. ALPINE Alpine Engineered Products, Inc. IIatnes City, FL 33844 FL Certificate ofAudimizatTontl567 -*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 683 O'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. 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 0.ESPDXSiBLE F00. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE PITH TPI: OA FABRICAT IXG. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OE SIGN CONFORMS NITN APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN-.f SPECIFICATIOX PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MAOE OF 20GA ASTM A65J GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE€RING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT OE 5IGN 5HOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1 ANSI/TPI 1 1995 SECTION 2. rt P, �jIF/C`?. ( -V�$'* T1(d.` tT ��� .(pp, (�`• QR1O� `, Al- T C L L T C D L BC DL BC L L TOT. L D . 20 .0 P S F 7 .O P S F 10.0 PSF 0.0 PSF 37.0 P S F R E F R 08 1-- 548 DATE 0 2 / 0 3 / 0 3 --�- DRW HCUSR061. 03034099 -._-.-- H C E N G J W C/ W P F S EON - 34840 D U R . F A C . 1.25 FROM MG K __ ____ SPACING 24.01, JREF - 1RZZ081._Z04 (SUbZ/ - 1113/IJ/b ZJbIb - Ljjb I- .... .. r.. .... ..........rcn ..,n„a „n.nc a nraar a,c rna,c, 11--t— — T011CC MCD 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 IC @ 24" OC, BC @ 24" OC. ' PROVIDE ( 2 } 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 2X4 III R=-49 U=180 1-10-3 9-4-0 R=-62 U=180 2X4(A1) 2X41fl 120 mph wind, 10.43 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. I<- I - 8 - 8-L-- 1 4 4>I 3-0 0 Over 3 Supports r R-333 U-180 W-3.5" '1 PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 QTY:l_ HI 1 E - Scale -.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 2 0. 0 P S F R E F R 0 8 1-- 549 BRACING. REFER TO NIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE. 583 O'ONOF 0.1tl OR., SUITE 200. NAO ISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0 HERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED '( _P,�AAA''' T C O L 7.0 P S F DATE 0 2/ 0 3/ 0 3 STRUCTURAL PANELS, BOTTON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Ali jlFt�2. ""IMPORTANT"" FURNISH A COPY OF THIS OE SIGH TO THE INSTALLATION CONTRACTOR. ACTOR. ALP iNE ENGINEERED RED '/ BC DL 10.0 PSF DRW HCUSRO81 03034100 PRODUCTS. INC. SHALL NOT BE RESPONSIBL[ FOR ANY DEVIATION FROM TH lS DESIGN : ANY FAILURE TO �, BUILD THE TRUSSES IN CONFORMANCE KITH TP1: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND ( B C LI_ O. O P S F H C- E N G J W C/ W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NAT10NAl DESIGN 1j+ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 'A CONNECTORS ARE MADE OF ZOGA A51H A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO STATE i TOT. L.D. 37.0 PSF SEQN - 34841 EACH FAC ---- DRAWINGS OF 160 ARZ. AND UNLESSSEAL ONT THISSE DRAWING INDICATESSACCEPTANCE0S I OF TPROFESSIONALONNECTOR ENGINEERING `lPER'rAStp A G O U R . F A C . 1 . 25 FROM MG K Alpine Engineered Products, Inc. RESPONSIBIt ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TH€ SUITABILITY AND USE OF THIS _ _ ilsTity' FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24 . 0" J R E F - 1 R Z Z 08 1 _Z O 4 FLCutificncs CateofAuthotizationi1567 1 ANSI/TPI 1 1995 SECTION 2. (5Ubz/ - L11,5/u/b ejbib - Yt11 r.,, 1 -.11 --I— ,—, —.,,-- II-- ,-- c nrMrMcTntjzI 1ZIIAMTTT;7n A TRII" MFR Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. REFER TO HCUSR081 011310243 & 01310190 FOR PIGGYBACK DETAILS. 120 mph wind, 8.76 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL-5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. Lem 6 f— 3X4. 3X4= 2X4(U1) = --j 6 0-3-8 = 0-3-8 !���2X4(Dl) -L -F800 11-10-8 I 4-3-0 _1_1-10-88 1 --8-0-0 Over 2 Supports— > R=296 U-180 W=3.5" R=296 U=180 14-3.5" PLT TYP. Wave TPI-95 Design Crit: TPI STD 6.13 OTY:2 _HI/ 1 E - Scale -.375" Ft. `"WARNING"` IROSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND 6RACING. REFER TO RIO-91. (HANOI IN INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $83 0'ONOFRI0 DR., SUITE 200, MAD 150N. WI 531191. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ON LESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED - i� P F.. 1 TC TC L L D L 20.0 7.0 P S F P SF R E F R 0 8 1-- 550 DATE 0 2/ 0 3/ 0 3 DRW HCUSR081 03034076 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 RE kESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN "'7S' -0*. BC BC DL L L 10.0 0.0 __ PSF P S F H C- E N G J W C/ W P F S E Q N - 34842 7ALP I N E _� 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 �' M STATE OF •. TOT . L D . 37.0 P S F Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of Authorisation # 567 EACH FACE OF TRUSS. AND UNLESS OT HERNISE LOCATED ON THI5 DESIGN, POSITION CONNECTORS PE0. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUET ABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 1 ANSI / T P I 1 1996 SECTION 2 . 8•'.�OF11otm, \ S/QNA� ---- D U R . F A C . 1 .2 5 FROM MG K SPACING 24.01. 4-0" J R E F - 1 R Z Z 0 8 1_Z 0 4 7SnF97 - nI 1/117A 91F,IR - F.17n1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MrR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24" OC, BC @ 24" OC. ' 2 X 4 III 3X4 (__, 3-10-3 120 mph wind, 11.43 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 9-4-0 L<-1-8-8-=-J 7-0-0 Over 2 Supports R=352 U-180 W-3.5" R=166 U-180 PLT TYP. Wave TPI-95 Design Crit: TP[ STD 6.13 _ QTY:5 HI 1 - E - Scale =.375" Ft. —YARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20. 0 P S F R E F R 08 1-- 551 ORACING. REFER TO H18 91 (HANDL;NG INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS Pi.AT€ - INST[TitIE. 583 D'ONOFRIO OR.. SO I IE 200, MADI SON, WI 53719j. FOR SAFETY PRACTICES PRIOR TO Not PE RF STRUCRF TURINGAL PTH ANEL SFUBGiIOM-CHOROESHAOIHNAYESA PROPERLYDATIOF HOkIGIDALL HAVE CEILING.PROPE0.tY ATTACHED �(E �F,� TC D L 7. 0 P S F DATE _0 2/ 0 3/ 0 3 ••IMPOR @NT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLA1fON CONTRACTOR. ALPINE ENGIKEERED��"gr•y SY F; BC DL 10.0 PSF DRW HCUSR081 03034017 PRODUCTS. INC. SHALL 1101 BE RESPONSIBLE FOR ANY DEVIATION FROM INIS DESIGN: ANY FAILURE TO - VJ•,. s* — -- BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ' B C L L O.O P S F H C- E N G J W C/ W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DE GN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE 3 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED APPLY CONNECTORS 10 �'+ nMTE C7F ,�+ T O T . L D . 3 7 .0 P S F S E Q N - 34861 EACH FACE OF TRUSS. AND UNLESS OT HERNI SE LOCA TE0 ON THIS OE SIGN, POSITION CONNECTORS PER •yam- `ORyf�P-- DRAWINGS 160 A- I. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFE551ONAL ENGINEERING s/� D U R . F A C . 1 . 25 FROM M G K Alpine Engineered Products, Inc. RESPON 5181L1 TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN- THE SUITABILITY AMC USE OF THIS HeT11C5 City, -L 33W COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 2 4. 0- J R E F - 1 R Z Z 08 1 _Z O 4 ELCutifipteofAuthonzationIt567 1 ANSI/TPI 1-1995 SECTION 2.